J-2. 0805_100-1.7 Black Creek Bridge_PLANS_20210121_signed.pdf
PDF 11 MB Posted
- Attached to
- Black Creek Bridge Repair Construction Federal contract opportunity
- Solicitation number
- 12445221B0003
- Issued by
- Department of Agriculture Forest Service
About this file
This document provides details on a federal contract opportunity for bridge repair construction. The U.S. Department of Agriculture Forest Service is seeking to replace one bridge in the Apalachicola Ranger District in the National Forests of Liberty County, Florida. The pre-solicitation notice describes the construction activities will include full closure of the aggregate road during bridge replacement and demolition and removal of the existing bridge to construct a new one. The solicitation number is 12445221B0003 and will be posted on or about May 12, 2021 on beta.sam.gov with a closing date approximately 30 days later. This is a 100% total small business set-aside following NAICS code 237310 with a size standard of $39.5M and will use sealed bidding procurement procedures. The site visit will be held within 10-15 days of solicitation release and bid opening will occur in Atlanta, GA at the time specified in the IFB.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| J-3 GAOA 0805_120-2.095_Black Creek Bridge Repair_PLANS_20200125_signed.pdf | ||
| J-1 Statement of Work_GAOA 0805 120-2.095 Black Creek Bridge Repair Const.docx | DOCX document | |
| J -4 FS SPECS_GAOA 0805 120-2.095_Black Creek Bridge Repair Const.pdf |
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Text version
VICINITY MAP
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE, REGION 8
CONSTRUCTION PLANS FOR:
PROJECT
LOCATION
T5S T4S
R 7W
R 8W
PROJECT
LOCATION
LOCATION MAP
ENGINEERS
PLANNERS
SURVEYORS
R 6W
R 7W
NATIONAL FORESTS IN FLORIDA
APALACHICOLA RANGER DISTRICT
LIBERTY COUNTY, FLORIDA
BLACK CREEK BRIDGE
REPLACEMENT
NFSR 100 MP 1.7
HW
Y
65INDEX TO SHEETS
NO. DESCRIPTION
1 TITLE SHEET
ESTIMATED QUANTITIES &
GENERAL NOTES
ROAD TYPICAL SECTION &
POINT TABLES
4 ROAD PLAN & PROFILE
5 BRIDGE GENERAL LAYOUT
6 EXCAVATION & BACKFILL
7 FOUNDATION PLAN
8 - 9 BORING LOGS
10 - 15 ABUTMENT DETAILS
16 - 18 SUPERSTRUCTURE DETAILS
XS1 - XS3 ROAD CROSS SECTIONS
DATE
DATE
RECOMMENDED BY:
DATE
DATE
FOREST SUPERVISOR
DATE
REGIONAL DIRECTOR OF ENGINEERING
FOREST ENGINEER
DISTRICT RANGER
REGIONAL STRUCTURAL ENGINEER
DATE
RELM STAFF OFFICER
APPROVED:
DRAWING
TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 1/2
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REGION 8
SOUTHERN REGION
ESTIMATED
QUANTITIES &
GENERAL NOTES
Jan-21
A. GROESBECK
A. GROESBECK
M. JENSEN
BLACK CREEK
NATIONAL FORESTS
APALACHICOLA
BRIDGE
REPLACEMENT
RANGER DISTRICT
IN FLORIDA
NFSR 100-1.7
CQ= Contract Quantity (See SECTION 109.02(b) of the STANDARD SPECIFICATIONS)
BID SCHEDULE
ITEM
NO. ITEM DESCRIPTION UNIT QUANTITY COMMENTS
15101 MOBILIZATION Lump Sum 1 INCLUDES TEMPORARY TRAFFIC CONTROL.
15201 CONSTRUCTION SURVEY AND STAKING, METHOD 2, CLASS B Lump Sum 1 LICENSED SURVEYOR REQUIRED
15401 CONTRACTOR TESTING Lump Sum 1 CONCRETE TESTING AND PILE INSTALLATION.
15713 SOIL EROSION & POLLUTION CONTROL Lump Sum 1 INCLUDES DEWATERING. SEE GENERAL NOTES.
20101 CLEARING & GRUBBING Lump Sum 1 DISPOSE BY SCATTERING.
20302 REMOVAL OF EXISTING BRIDGE, METHOD A Each 1 CQ REMOVE PILES OR CUT PILES BELOW GRADE.
20801 STRUCTURAL BACKFILL
Cubic Yard
25 CQ
CONTRACTOR FURNISHED FROM A COMMERCIAL
SOURCE. IN PLACE QUANTITY, NOT ADJUSTED FOR
SHRINK / SWELL.
20803 STRUCTURAL EXCAVATION Lump Sum 1
25102 PLACED RIPRAP, CLASS 3 Tons 245 CQ
CONTRACTOR FURNISHED MATERIAL FROM A
COMMERCIAL SOURCE. CALCULATED USING A
CONVERSION FACTOR OF 1.94 (CY TO Tons).
30208 CRUSHED AGGREGATE SURFACING COURSE, METHOD 1 Tons 90 CQ
CONTRACTOR FURNISHED MATERIAL FROM A
COMMERCIAL SOURCE. CALCULATED USING A
CONVERSION FACTOR OF 1.94 (CY TO Tons).
55101 PRESTRESSED CONCRETE PILE, 14" x 14", IN PLACE Linear Foot
480 CQ
55201 STRUCTURAL CONCRETE, CLASS A, (AE), APPROACH SLABS Cubic Yard
21 CQ 12" CAST IN PLACE CONCRETE APPROACH SLAB
55218A PRECAST CONCRETE MEMBER, ABUTMENT PILE CAP Each 2 CQ
55218B PRECAST CONCRETE MEMBER, WINGWALL Each 4 CQ
55218C PRECAST CONCRETE MEMBER, BACKING PLANK Each 2 CQ
55301
PRECAST, PRESTRESSED STRUCTURAL CONCRETE MEMBER,
CORED SLAB, 48' LONG Each 5 CQ
ALTERNATE SECTIONS ARE ACCEPTABLE. SEE
SHEET 16 FOR MORE INFORMATION.
55401 REINFORCING STEEL, GRADE 60, APPROACH SLABS Lbs 3400 CQ
55601 BRIDGE TRAFFIC BARRIER TIMBER CURB
Linear Foot
100 CQ
62504 SEEDING, DRY METHOD Lump Sum 1 INCLUDES MULCH.
63306 POSTS, WOOD Linear Foot
40 CQ
63307 OBJECT MARKER, TYPE 3 Each 4 CQ
SPECIFICATIONS: Construct the project in compliance with Federal Highway Administration Standard Specifications for Construction of Road and Bridges on Federal Highway Projects (FP-14) and applicable Forest Service Supplemental Specifications (FSSS).
DEWATERING & EROSION CONTROL PLAN: Submit a Dewatering and Soil Erosion and Sediment Control Plan to the Contracting Officer for approval at least thirty (30) days prior to beginning work. See Section 157 of the Supplemental Specifications for details. Construct temporary means to divert the flow of the live stream as necessary to perform work, including dewatering for bank construction and replanting. Do not pump water from excavations directly into the live stream. See Stream Dewatering Requirements on Sheet 6.
STREAM CROSSINGS: Contractor will be allowed to cross the live stream during construction, as approved by the CO.
GENERAL NOTES
DISPOSAL: All materials designated for removal become the property of the Contractor and are to be disposed of by removing from the Forest in an environmentally safe manner in accordance with all Local, State and Federal requirements.
TEMPORARY TRAFFIC CONTROL: Submit a Temporary Traffic Control Plan to the Contracting Officer for approval at least 30 days prior to intended use.
EXISTING UTILITIES: Location of existing utilities is unknown. The contractor is responsible for locating all utilities prior to any excavation activities and coordinating with the appropriate utility companies to have utilities moved as necessary to complete the project. Damage to any existing utilities will be repaired at the Contractor's expense.
CONCRETE: Use Class A(AE) for all cast-in-place and precast, non-prestressed concrete with F'c = 5000 psi at 28 days and an entrained air content of 5% ± 1%. Finish all precast elements with a Class 2- Rubbed Finish.
Use Class "P" Prestressed concrete with strength requirements as determined by the prestressed beam fabricator, except as follows. The minimum 28-day compressive strength is 5500 psi (F'c = 5500 psi) and the minimum compressive strength at transfer of prestress force is 3500 psi (F'ci = 3500 psi).
Make all concrete in accordance with an approved mix design. Chamfer all exposed edges of concrete 3/4" and fillet all acute angles 3" unless otherwise noted.
REINFORCING STEEL: Use non-prestressed reinforcing of the deformed type conforming to AASHTO M31 (ASTM A615), Grade 60. Concrete cover shall be as shown; where not shown it shall conform to AASHTO. Cut and bend steel in accordance with ACI 315.
PRESTRESSING STEEL: Use prestressing steel of low-relaxation prestressing strand conforming to AASHTO M203, Grade 270.
HARDWARE AND STRUCTURAL STEEL: Use steel shapes, plates and bars meeting the requirements of ASTM A36. Galvanize all steel in accordance with AASHTO M111 (ASTM A123) except when covered by 1 inch or more of concrete. Use hardware meeting the requirements of ASTM A307 except as noted. Galvanize hardware in accordance with AASHTO M232 (ASTM A153) unless covered by 1 inch or more of concrete.
WELDING: Weld in accordance with the Bridge Welding Code, AWS D1.5 with E70XX electrodes. A certified welder is required.
INSTALLATION OF PRESTRESSED GIRDERS: Erect prestressed concrete girder with vertical variations of no more than 3/8" between deck surfaces at any point along the slab length. Use galvanized steel shims where necessary. Furnish shims the same size as the elastomeric bearing pads and place the shims between the girders and the bearing pads. Galvanize the shims in accordance with AASHTO M232.
FABRICATION DRAWINGS: Submit fabrication drawings for all precast members to the CO a minimum of 30 days prior to fabrication.
BRIDGE DESIGN: This structure is designed for HL-93 loading in accordance with AASHTO LRFD Bridge Design Specifications, 8th edition with current interims.
DESIGN NOTES
MATERIAL NOTES
TIMBER CURB NOTES
GLUED LAMINATED MEMBERS: Furnish curbs and curb blocks of Southern Pine conforming to American Institute of Timber Construction (AITC) 117-2004 for combination symbol 50. Glued laminated members must conform to the current National Design Specifications for wood construction (NDS), with an industrial appearance and fabricated for wet use using resorcinol glues.
TREATMENT: Treat glued laminated curbs and curb blocks in conformance with AWPA UC3B (above ground, exposed). Treat all timber in strict conformance with the current edition of WWPI's “best management practices for the use of treated wood in aquatic environments”.
FIELD TREATMENT: Field treat all abrasions and approved field cuts with an approved solution. Pour the field treatment into any field-drilled holes or nail holes prior to inserting the fasteners.
TIMBER FASTENERS: Use bolts and nuts conforming to ASTM A307, galvanized. Use malleable iron washers against wood, except where noted.
FABRICATION: Submit shop drawings for all curb components. Show all dimensions and fabrication details for all cut or bored timber. No field drilling will be allowed unless otherwise noted in the plans.
CP-7
CP-8CP-9CP-11
CP-12
CP-13
CP-10
CENTERLINE POINTS
POINT #
NORTHING
407654.0078
407637.9442
407621.8806
407605.8170
407589.7535
407573.6899
407565.3368
407561.3209
407557.3050
407517.1461
407513.1302
407509.1143
407493.3720
407477.3084
407461.2448
407445.1812
407429.1176
EASTING
1821261.4161
1821273.3308
1821285.2456
1821297.1604
1821309.0751
1821320.9899
1821327.1855
1821330.1642
1821333.1429
1821362.9298
1821365.9085
1821368.8872
1821380.5636
1821392.4784
1821404.3932
1821416.3079
1821428.2227
ELEVATION
50.23
50.42
50.66
50.97
51.36
51.69
51.77
51.79
51.80
51.80
51.79
51.77
51.51
51.05
50.69
50.47
50.38
DESCRIPTION
STA 1+20
STA 1+40
STA 1+60
STA 1+80
STA 2+00
STA 2+20
STA 2+30.40
STA 2+35.40
STA 2+40.40
STA 2+90.40
STA 2+95.40
STA 3+00.40
STA 3+20
STA 3+40
STA 3+60
STA 3+80
STA 4+00
LAYOUT POINTS
POINT #
NORTHING
407556.1002
407518.3508
EASTING
1821334.0365
1821362.0362
ELEVATION
47.49
47.49
DESCRIPTION
ABUTMENT 1 LAYOUT
ABUTMENT 2 LAYOUT
CONTROL POINT TABLE
POINT #
CP-7
CP-8
CP-9
CP-10
CP-11
CP-12
CP-13
NORTHING
406934.33
407032.79
407198.90
407505.96
407740.12
407987.03
408194.93
EASTING
1822041.14
1821697.75
1821589.05
1821358.75
1821204.82
1821058.06
1820880.58
ELEVATION
49.84
51.61
50.83
51.37
50.03
47.29
48.24
DESCRIPTION
IRS-5/8" WPCAP
IRS-5/8" WPCAP
IRS-5/8" WPCAP
IRS-5/8" WPCAP
IRS-5/8" WPCAP
IRS-5/8" WPCAP
IRS-5/8" WPCAP
DRAWING
TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 1/2
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REGION 8
SOUTHERN REGION
ROAD TYPICAL
SECTION & POINT
TABLES
Jan-21
A. GROESBECK
A. GROESBECK
M. JENSEN
BLACK CREEK
NATIONAL FORESTS
APALACHICOLA
BRIDGE
REPLACEMENT
RANGER DISTRICT
IN FLORIDA
NFSR 100-1.7
ROAD TYPICAL SECTION
Not to Scale
Crushed Aggregate Surfacing 4" compacted thickness
Centerline Road
Profile Grade
7'-0" min.
9'-0" max.
7'-0" min 9-0" max.
14'-0" min.
18'-0" max.
1'-0" 1'-0"
5'-0" min. 5'-0" min.
Clearing Limits
Clear to: Toe of fill, Cut daylight, or 5' min. shown.
1 Transition to 0% cross slope at bridge.
1.5
-3%-3% 1
1.5
LEGEND EXISTING FEATURES
Existing Edge of Water Major Contour (5') Minor Contour (1')
Existing Edge of Road
Existing Bridge
Existing Guardrail
PROJECT CONTROL
Scale: 1" = 200'
Existing 100-1.7 Bridge
To NFSR 114 To Hwy 65
F
LO
W
CONTROL POINTS
* Abutment layout points are bottom of pile cap elevations.
ABUTMENT LAYOUT POINTS
* Centerline Points are at Profile Grade at stations shown.
ROAD CENTERLINE POINTS
OBJECT MARKERS: Use 12"x 36" Type 3 object markers colored yellow and black. Use material meeting MUTCD OM-3L or OM-3R specifications. Fasten to post w/ (2) 1/4" Ø machine bolts w/ washers. Field drill bolt holes. Install posts such that the inside edge of the reflectorized panel is on line with the inside edge of the curb.
OBJECT MARKER TYPE 3
Not to Scale
12"
2'
Curb
Warning Signs and Markers
Bridge Curb
4x4 Rough Sawn Wood Post
End of Approach Slab
1+00 2+00 3+00 4+00
5 45
CP-10
0+60 1+00 2+00 3+00 4+00 4+60
0.00% 0.95% -0.37%
S T A
.0
E L
.2
S T A
.0
E L
.3
60.00' VC
B V C S
.0
B V C E
.4
E V C S
.0
E V C E
.3
PVI STA:1+70.00
PVI ELEV:50.71
K: 48.64
60.00' VC
B V C S
.0
B V C E
.2
E V C S
.0
E V C E
.4
PVI STA:3+60.00
PVI ELEV:50.53
K: 27.53
40.00' VC
B V C S
.0
B V C E
.3
E V C S
.0
E V C E
.8
PVI STA:2+20.00
PVI ELEV:51.80
K: 18.33
40.00' VC
B V C S
.0
B V C E
.8
E V C S
.0
E V C E
.2
PVI STA:3+10.00
PVI ELEV:51.80
K: 15.70
DRAWING
TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 1/2
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REGION 8
SOUTHERN REGION
ROAD PLAN &
PROFILE
Jan-21
A. GROESBECK
A. GROESBECK
M. JENSEN
BLACK CREEK
NATIONAL FORESTS
APALACHICOLA
BRIDGE
REPLACEMENT
RANGER DISTRICT
IN FLORIDA
NFSR 100-1.7
PROFILE
Scale: 1" = 30'
PLAN
F
LO
W
SCALE IN FEET
0 15 30
Existing Ground at Centerline Road
Centerline Road Finished Grade
New Edge of Road
STA 1+20
BEGIN ROAD WORK
MATCH EXISTING
(BEGIN SURFACING)
STA 4+00
END ROAD WORK
MATCH EXISTING
(END SURFACING)
Remove and Dispose Existing Bridge
New Prestressed Concrete Bridge
Precast Concrete Pile Cap on Prestressed Concrete Piles, Typ.
Centerline Road
CP-9
CP-11
' 9
' 7
Structure Excavation See Sheet 6
24 CY Cut, 1 CY Fill 20 CY Cut, 1 CY Fill
CP-8
CP-7
CP-13
CP-12
New Approach Slab, Typ.
ROAD CONSTRUCTION NOTES:
1. Quantities shown are in-place, calculated to subgrade and not adjusted for shrink/swell.
2. Construct road embankment in accordance with FP-14 Section 204.
3. Haul & dispose excess/unsuitable material to the waste site designated by the CO.
3+00
CP-10
EL 47.49
Pile Cap
EL 47.49
Pile Cap
EL 41.87
Riprap
DRAWING
TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 1/2
1 1 0:
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REGION 8
SOUTHERN REGION
BRIDGE GENERAL
LAYOUT
Jan-21
A. GROESBECK
A. GROESBECK
M. JENSEN
BLACK CREEK
NATIONAL FORESTS
APALACHICOLA
BRIDGE
REPLACEMENT
RANGER DISTRICT
IN FLORIDA
NFSR 100-1.7
F
LO
W
Centerline Road Centerline Structure
20'-0" Out-to-Out Bridge & Slab
8'-11" 8'-11"
4'-0" Typ. Ext Girder
Prestressed Concrete Slab Girder, Typ.
4'-0" Typ. Int Girder
Glulam Curb, Typ.
81 2
TYPICAL SECTION
Scale: 1/4" = 1'-0"
PLAN
ELEVATION
Scale: 1" = 10'
Existing Ground at Centerline Road
Class 3 Riprap, Typ.
S T A
.9
C en te rl in e B rg
A b u t.
Precast Concrete Pile Cap on Prestressed Concrete Piles, Typ.
47.00' CL Bearing to CL Bearing
Centerline Road
Precast Concrete Wingwall on Precast Concrete Pile Cap,Typ.
Type 3 Object Markers, Typ.
(1 ea. corner)
New Prestressed Concrete Bridge
Type 3 Object Markers, Typ.
See Detail Sheet 3.
Centerline Road Finished Grade
(FG)
8'
Precast Concrete Pile Cap on Prestressed Concrete Piles, Typ.
Precast Concrete Wingwall on Precast Concrete Pile Cap, Typ.
0.00%
SCALE IN FEET
0 5 10
.2
S T A
.9
C en te rl in e B rg
A b u t.
47.00' CL Bearing to CL Bearing
Centerline Brg.
Abutment 2
FG EL = 51.80
Centerline Brg.
Abutment 1
FG EL = 51.80
Class 3 Riprap, Typ.
Existing Ground
2H:1V *
Precast Pile Cap
TYPICAL RIPRAP SECTION
Scale: 1" = 5'
*Note: Warp Riprap Slope to Fit Fill Slope.
4.1' 13.7'
.9
.5
2.5'
2.
5'
Keyway Only Required at Channel Bed, Typ.
Class 3 Riprap
Prestressed Concrete Pile
Class 2 Seperation Geotextile Filter (714.01), Cost to be Included in Bid Item 25102
1'-0"
Approach Slab, Typ.
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 1/2
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REGION 8
SOUTHERN REGION
EXCAVATION &
BACKFILL
Jan-21
A. GROESBECK
A. GROESBECK
M. JENSEN
BLACK CREEK
NATIONAL FORESTS
APALACHICOLA
BRIDGE
REPLACEMENT
RANGER DISTRICT
IN FLORIDA
NFSR 100-1.7
STRUCTURE EXCAVATION
Not to Scale
LOOKING UPSTREAM
ABUT. 1 ABUT. 2
Limits of Structure Excavation, Typ.
Finish Ground Profile
Class 3 Riprap, See Sheet 5
All Material Outside the Structural Backfill Limits Must Meet the Requirements for Unclassified Borrow (704.06)
ESTIMATED QUANTITIES
ITEM UNIT QUANTITY
IMPORTED STRUCTURAL BACKFILL (704.04)Cubic Yard 25
1.5
Approximate Existing Ground
Backfill the Area Behind the Bridge with Structural Backfill (704.04)
** The quantities shown are for information only and based on the limits shown.
Quantities are in-place with no adjustment for shrink/swell. **
1.5
Structure Excavation Area.
Remove Existing Piles at or Below Excavation Extents
1. Complete Structure Excavation in accordance with FP-14 Section 208.
2. The Contractor is solely responsible for excavation support and compliance with all applicable OSHA regulations.
3. Excavation limits shown comply with OSHA sloping and benching requirements based on Soil Types found during soils exploration.
Notify the CO immediately if actual conditions vary from the soil types shown.
4. Submit an Excavation Plan for approval that includes, as a minimum, the following: drawings and a written outline illustrating and describing the proposed excavation limits, methods, equipment to be used, location of stockpiles, and estimated quantities. The Excavation Plan must comply with all applicable OSHA requirements. Changes to the excavation limits shown here for the Contractor's dewatering methods or Contractor convenience must be shown on the Plan and are the responsibility of the Contractor.
The Excavation Plan is incidental to the work.
1. Place Structural Backfill meeting FP-14 Subsection 704.04 at the ends of the bridge in accordance with Subsection 208.10 and compact in accordance with Subsection 208.10.
2. The Structural Backfill limits shown here are the minimum requirements.
3. It is assumed that material from Structure Excavation at this site will not be suitable for re-use. Remove and haul all unsuitable material to the designated waste site. Any material deemed suitable may be used upon approval by the CO.
4. Any material outside the limits shown for Structural Backfill must meet the requirements of Subsection 704.06, Unclassified Borrow.
STRUCTURE EXCAVATION NOTES:
BACKFILL NOTES:
1. Protect against soil erosion and sedimentation during construction in accordance with FP-14 Section 157 and the project permits. Prepare and submit a Soil Erosion and Sediment Control Plan to the CO for approval prior to beginning work. Include drawings and written outline illustrating and describing the proposed layout, methods, and equipment.
SOIL EROSION CONTROL:
2' Typ.
Waste Removal and Haul is Incidental to Structural Excavation [Item 20803].
Approximately 145 CY
1. Complete Structure Removal in accordance with FP-14 Section 203.
2. Submit a Demolition Plan for approval that includes, as a minimum, the following:
drawings and a written outline illustrating and describing the methods, equipment to be used, and estimated quantities. The Demolition Plan must comply with all applicable OSHA requirements. The Excavation Plan is incidental to the work.
STRUCTURE DEMOLITION NOTES:
Existing Bridge to Be Removed & Disposed
2+00 3+00
CP-10
Layout Pt.
Layout Pt.
EL -11.76
Est. Pile Tip
EL 48.24
Pile Top
EL 48.24
Pile Top
EL -11.76
Est. Pile Tip
DRAWING
TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 1/2
1 1 0:
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ON
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REGION 8
SOUTHERN REGION
FOUNDATION PLAN
Jan-21
A. GROESBECK
A. GROESBECK
M. JENSEN
BLACK CREEK
NATIONAL FORESTS
APALACHICOLA
BRIDGE
REPLACEMENT
RANGER DISTRICT
IN FLORIDA
NFSR 100-1.7
NOTE: All dimensions are typical.PLAN
SECTION THRU CENTERLINE
Scale: 1" = 20'
S T A
.9
C en te rl in e B rg
A b u t.
S T A
.9
C en te rl in e B rg
A b u t.
SCALE IN FEET
0 5 10
(4
Pr ec as t
Pi le s
-10
Prestressed Concrete Pile, Typ.
Approximate Existing Ground at Centerline Road
Precast Concrete Pile Cap Abutment, Typ.
47.00' Centerline Bearing to Centerline Bearing
1'-6" 1'-6"
3'-0"
Centerline Road
Outline of Pile Cap, Typ.
14"x14" Prestressed Piles, Typ.
Precast Concrete Pile Cap on Prestressed Concrete Piles, Typ.
PILE NOTES
1. Drive piles to a minimum ultimate pile capacity of 190 kips as determined by the wave equation.
2. The contractor is required to retain a pile specialty consultant to monitor all phases of the pile installation and determine capacity using the wave equation. See FP-14 551.03 for qualification requirements and 551.04 for required submittals.
3. See Sheets 8-9 for boring logs. Full geotechnical investigation report is available upon request.
F
LO
W
-20
Cast-In-Place Sleeper-Slab Footing, Typ.
1'-0" 1'-0"
2'-0"
11'-6"
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 1/2
1 1 0:
A
MM
ON
C :\U
SE
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\A
MM
ON
\D
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KT
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\71
M
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B
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DE
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- A L, F L
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0- 1.7
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N.
DW
G;
REGION 8
SOUTHERN REGION
BORING LOGS
Jan-21
A. GROESBECK
A. GROESBECK
M. JENSEN
BLACK CREEK
NATIONAL FORESTS
APALACHICOLA
BRIDGE
REPLACEMENT
RANGER DISTRICT
IN FLORIDA
NFSR 100-1.7
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 1/2
1 1 0:
A
MM
ON
C :\U
SE
RS
\A
MM
ON
\D
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KT
OP
\71
M
UL
TI
PL
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UT
HE
RN
B
RI
DG
E
DE
SI
GN
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- A L, F L
RO
\D W
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B
LA
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C
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0- 1.7
D
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N.
DW
G;
REGION 8
SOUTHERN REGION
BORING LOGS
Jan-21
A. GROESBECK
A. GROESBECK
M. JENSEN
BLACK CREEK
NATIONAL FORESTS
APALACHICOLA
BRIDGE
REPLACEMENT
RANGER DISTRICT
IN FLORIDA
NFSR 100-1.7
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 1/2
1 1 0:
A
MM
ON
C :\U
SE
RS
\A
MM
ON
\D
ES
KT
OP
\71
M
UL
TI
PL
E
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UT
HE
RN
B
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DG
E
DE
SI
GN
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- A L, F L
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\D W
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B
LA
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C
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0- 1.7
D
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AI
LS
.D W
G;
REGION 8
SOUTHERN REGION
PILE DETAILS
Jan-21
A. GROESBECK
A. GROESBECK
M. JENSEN
BLACK CREEK
NATIONAL FORESTS
APALACHICOLA
BRIDGE
REPLACEMENT
RANGER DISTRICT
IN FLORIDA
NFSR 100-1.7
MAXIMUM PILE PICK-UP & SUPPORT LENGTHS
Max Pile Length (ft)
Required Number of Supports for Storage & Transport
Required Number of Supports for Pick-Up
52 2 1
75 2 2
DESIGN SPECIFICATIONS: Supply piles as designed and detailed by the Florida DOT or an approved equivalent. Alternate pile sections must match the dimensions shown on plan.
CONCRETE IN PILE:
A. Class V (Special) B. f'c = 4000 psi (minimum) at prestress transfer.
CARBON STEEL REINFORCING:
A. Bars: meet requirements as specified by Florida DOT.
B. Prestresssing strands: meet requirements as specified by Florida DOT.
SPIRAL TIES: Tie each wrap of the spiral strand to a minimum of two corner strands. One full turn is required for spiral splices.
PILE SPLICES: Splice according to the details and specifications of the Florida DOT.
GENERAL NOTES
Pile Length (L1 or L2), Per Plan
1" Typ.
5 Turns @ 1" Pitch
16 Turns @ 3" Pitch 6" Pitch 16 Turns @ 3" Pitch
5 Turns @ 1" Pitch
W3.4 Spiral Ties
14" SQUARE PRECAST-PRESTRESSED CONCRETE PILES
Scale: 1/2" = 1'-0"
SECTION A-A
Scale: 3/4" = 1'-0"
W3.4 Spiral Ties
See "Alternate Strand Patterns"
PICK-UP DETAILS
No Scale
L1
0.7 L1
0.3 L1
L2
0.21 L2 0.58 L2 0.21 L2
NOTE: Piles are designed and detailed by the Florida DOT standard or an approved equivalent.
T yp
3/4" x 3" Chamfer, Typ.
1'-2"
3" Cover, Typ.
(8) 0.6" Ø Grade 270 LRS at 33 Kips
(8) 1/2" Ø (Special) Grade 270 LRS at 31 Kips
(8) 1/2" Ø Grade 270 LRS at 31 Kips
(12) 7/16" Ø Grade 270 LRS at 21 Kips
(16) 3/8" Ø Grade 270 LRS at 16 Kips
Place one strand at each corner and the remaining strands equally spaced between the corner strands.
The total strand pattern shall be concentric with the nominal concrete section of the pile.
ALTERNATE STRAND PATTERNS
NOTE: Refer to Florida DOT standard if build-up or splicing details are required.
DRAFT DETAIL
No Scale
Centerline
Max Allowable Draft = 1/4" (Each Side), Typ.
3/4" Chamfer or 1" Radius, Typ.
L2
0.21 L2 0.58 L2 0.21 L2
STORAGE AND TRANSPORT DETAIL
No Scale
A A
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 1/2
1 1 0:
A
MM
ON
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\A
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ON
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KT
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\71
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B
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0- 1.7
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REGION 8
SOUTHERN REGION
ABUTMENT PLAN &
ELEVATION
Jan-21
A. GROESBECK
A. GROESBECK
M. JENSEN
BLACK CREEK
NATIONAL FORESTS
APALACHICOLA
BRIDGE
REPLACEMENT
RANGER DISTRICT
IN FLORIDA
NFSR 100-1.7
Precast Pile Spacing
Centerline Bearing
See NOTE1
1 NOTE:
Use 3/4"x 6" x 3'-11" Elastomeric Bearing Pads, Typ. (70 Duro., Zone A)
ABUTMENT PLAN
Scale: 1/4" = 1'-0"
ABUTMENT 1 SHOWN
ABUTMENT 2 SIMILAR
Prestressed Slab Girders
Symmetrical about Centerline Structure
2-1/2" Sleeve Spacing
Prestressed Concrete Pile, Typ.
Pile Connection Typ. DETAIL
All precast concrete abutment members must be manufactured by the same PCI/NPCA certified plant that manufactures the prestressed concrete members on this project.
Glu-lam Curb
Precast Wingwall, See Sheet 131
ABUTMENT ELEVATION
Scale: 1/4" = 1'-0"
LOOKING BACK ON-LINE
ABUTMENT 1 SHOWN, ABUTMENT 2 SIMILAR
26'-0" Out- to-Out Precast Pile Cap
10'-0" to CL (20'-0" Superstructure Width)
Typical Girder to Pile Cap Connection See DETAIL A
Prestressed Concrete Pile, Typ.
Precast Concrete Pile Cap
2"
Symmetrical about Centerline Structure
SECTION
Scale: 1/2" = 1'-0"
ABUTMENT 1 SHOWN
ABUTMENT 2 SIMILAR
PILE TO CAP CONNECTION2
SECTION
Scale: 1/2" = 1'-0"
3'-0"
14" Square Prestressed Pile, Typ.
2" Clr.
(Bottom)
#5A Hoop
33"
61 2
" 41 2"
Centerline Bearing
3 4
2"
(Sides & Top)
Clr.
(4
B ar s
E ac h f ac e
(4) #8 Bars - Top & Bottom
Maintain 1-1/2" Clr.
Min Between #8 Bars
Centerline Bearing
(4
B ar s
E ac h f ac e
(4) #8 Bars - Top & Bottom
Maintain 1-1/2" Clr.
Min Between #8 Bars
#5B Hoop
33"
61 2
2" 10" 11
2"
(Sides & Top)
Clr.
1" Clr. to Blockout, Typ.
2" Clr.
(Bottom)
Pile Connection, See Sheet 12
14" Square Prestressed Pile, Typ.
Typical Pile Cap to Girder Connection See DETAIL
A
(2) #5 Bar Between Piles
1'-6"1'-0" 3'-0"
B
2'-6" 3'-6"
Prestressed Slab Girder, Typ.
Precast Wingwall to Pile Cap Connection See DETAIL
B
1'-0"
Precast Pile Cap
Precast Concrete Backing Plank
Below
Precast Concrete Backing Plank See DETAIL A
2'-112"41 2"
3'-0"
7'-0"
#5A Hoops
(24) #5A Hoops & (8) #5B Hoops
#5A Hoops
#5B Hoops
Space @ 5" o.c. Max = 12'-10" #5A
Hoops 1
#5B Hoops
1 Adjust spacing where necessary to clear embedded sleeves and grout ducts. Spacing may be greater than 5" at pile ducts only.
1'-0"
Cast-In-Place Concrete Approach Slab. See Sheet 15
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 1/2
1 1 0:
A
MM
ON
C :\U
SE
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\A
MM
ON
\D
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KT
OP
\71
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B
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C
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0- 1.7
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.D W
G;
REGION 8
SOUTHERN REGION
ABUTMENT DETAILS
Jan-21
A. GROESBECK
A. GROESBECK
M. JENSEN
BLACK CREEK
NATIONAL FORESTS
APALACHICOLA
BRIDGE
REPLACEMENT
RANGER DISTRICT
IN FLORIDA
NFSR 100-1.7
A
DETAIL
Scale: 1/2" = 1'-0"
PILE CAP TO GIRDER CONNECTION
Bearing Pad
Precast Pile Cap
Prestressed Slab Girder
PILE TO CAP CONNECTIONB
DETAIL
Scale: 1" = 1'-0"
14" Prestressed Concrete Pile
Precast Pile Cap6" Ø Corrugated Grout Hole
3" Typ.
1'-8" x 1'-8" x 11" Deep Blockout
Non-Shrink Grout Per 725.13
3" Ø x 18" Deep Hole in Pile
#10 x 2'-8" Rebar Pile Pin
2-1/2"Ø nom. PVC Sleeve, Leave Embedded in Pile Cap
1"Ø x 2'-6" Smooth Dowel,
(8) Required Per Abutment
Remove sleeve and clean resulting blockout in the beam prior to shipping.
Fill with Non-Shrink Grout after Setting Beams Prior to Pouring Slab
Centerline Sleeve
1'-6"
1 Fabricator may use post tensioning duct in lieu of PVC to form blockouts where PVC sleeves are to be removed.
P/T duct may be left in place.
NOTE
Approach Slab Per Sheet 15
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 1/2
1 1 0:
A
MM
ON
C :\U
SE
RS
\A
MM
ON
\D
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KT
OP
\71
M
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TI
PL
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UT
HE
RN
B
RI
DG
E
DE
SI
GN
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- A L, F L
RO
\D W
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B
LA
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C
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0- 1.7
D
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AI
LS
.D W
G;
REGION 8
SOUTHERN REGION
ABUTMENT DETAILS
Jan-21
A. GROESBECK
A. GROESBECK
M. JENSEN
BLACK CREEK
NATIONAL FORESTS
APALACHICOLA
BRIDGE
REPLACEMENT
RANGER DISTRICT
IN FLORIDA
NFSR 100-1.7
Fabricator may use post tensioning duct in lieu of PVC to form blockouts where PVC sleeves are to be removed. P/T duct may be left in place.
A
A
1 2
Precast Pile Cap
Grout
Remove sleeves and clean resulting blockout in the wingwall prior to shipping.
Backer Rod, Typ.
#5 x 2'-4" Dowel
Use plastic shims to set wingwall and grout all voids between wingwall and grade beam.
SECTION A - A
1 Remove (2) sleeves at ea.
end of pile cap for wingwall connection and clean resulting blockouts prior to shipping.
Set Wingwall in contact with Edge of Slab. Seal the joint per manufacturer's instructions with Sikaflex 15LM (Aluminum Gray color) or approved equal.
[Incidental to Item 55301]
Place #5 dowels in field and fill with non-shrink grout.
Precast Wingwall
B
DETAIL
Scale: 3/4" = 1'-0"
PILE CAP TO WINGWALL CONNECTION
A A
SECTION A - AELEVATION
2" 2'-112" 6"
11 2
Do Not Chamfer Bottom Corners
Chamfer Top Corners
C lr
T yp
91 4
(3) #4 Bar Horizontal & (4) #4 Bar Vertical, Each Face
A
DETAIL
Scale: 3/4" = 1'-0"
WINGWALL
G ap
NOTE
3'-0"3'-0"
11 2
C lr
T yp
2-1/2"Ø nom. sleeve, Typ.
Remove and clean prior to shipping. Fabricator may use post tensioning duct in lieu of PVC to form blockouts where PVC sleeves are to be removed. P/T duct may be left in place.
1"
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 1/2
1 1 0:
A
MM
ON
C :\U
SE
RS
\A
MM
ON
\D
ES
KT
OP
\71
M
UL
TI
PL
E
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UT
HE
RN
B
RI
DG
E
DE
SI
GN
S
- A L, F L
RO
\D W
G\
B
LA
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C
RE
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0- 1.7
D
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AI
LS
.D W
G;
REGION 8
SOUTHERN REGION
ABUTMENT DETAILS
Jan-21
A. GROESBECK
A. GROESBECK
M. JENSEN
BLACK CREEK
NATIONAL FORESTS
APALACHICOLA
BRIDGE
REPLACEMENT
RANGER DISTRICT
IN FLORIDA
NFSR 100-1.7
Galvanized C6x13 Channel
2" 1'-10" 2"
2'-2"
1-1/8" Ø Hole, Typ.
26'-0"
1'-7" 1'-10" 5'-2" 1'-10" 5'-2" 1'-10" 5'-2" 1'-10" 1'-7"
1-1/4" Ø PVC
Sleeve, Typ.
8" Precast Concrete Backing Plank with 2 Mats of (7) #6 Bar Horizontal & #4 Bar @ 12" o.c. Vertical
A
DETAIL
Scale: No Scale
1'-0" Min
Riprap Per Schedule
Precast Pile Cap
Prestressed Concrete Pile
8" Precast Concrete Backing Plank
Channel Clamp, Typ.
14 in Square Prestressed Concrete Pile
8" Precast Concrete Backing Plank
Galvanized C6x13 Channel
7/8" Ø Galvanized Thru Bolt with an Ogee Washer Against the Backing Plank, Typ.
1-1/4" Ø PVC
Sleeve, Typ.
Shim with Galvanized Steel Shims as Required to Provide Contact Between Pile & Plank
PRECAST CONCRETE BACKING PLANK
Precast Pile Cap
8" Precast Concrete Backing Plank Prestressed
Concrete Pile
Channel Clamp, Typ.
SECTION A - A
A A
2" Clr., Typ.
C
DETAIL
Scale: 3/8" = 1'-0"
PRECAST CONCRETE BACKING PLANK ELEVATION
B
DETAIL
Scale: 1 1/2" = 1'-0"
CHANNEL CLAMP
SECTION B - B
B B
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 1/2
1 1 0:
A
MM
ON
C :\U
SE
RS
\A
MM
ON
\D
ES
KT
OP
\71
M
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TI
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E
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UT
HE
RN
B
RI
DG
E
DE
SI
GN
S
- A L, F L
RO
\D W
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B
LA
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C
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0- 1.7
D
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AI
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.D W
G;
REGION 8
SOUTHERN REGION
APPROACH SLAB
PLAN
Jan-21
A. GROESBECK
A. GROESBECK
M. JENSEN
BLACK CREEK
NATIONAL FORESTS
APALACHICOLA
BRIDGE
REPLACEMENT
RANGER DISTRICT
IN FLORIDA
NFSR 100-1.7
#5 @ 12" o.c. Each Way (Top Mat)
20'-0"
Bot. Mat #6 @ 6" o.c., Longitudinal
Bot. Mat #5 @ 12" o.c., Transverse
B o t.
C lr
C lr
T yp
10'-1112"
#5 @ 12" o.c. Each Way (Top Mat)
Bot. Mat #6 @ 6" o.c., Longitudinal
Bot. Mat #5 @ 12" o.c., Transverse
1112"
93 4
(2) #5 Continous
C lr
T yp
B o t.
C lr
Slab Anchor
6" 51 2"
21'-0"
20'-0"
(10) Slab Anchors @ 2'-0" o.c. = 18'-0"
1'-0" Typ.
12" Cast-In-Place Concrete Approach Slab
Cast-In-Place Sleeper-Slab Footing Below
Bridge Structure Per Plan
APPROACH SLAB PLAN
Scale: 1/4" = 1'-0"
ABUTMENT 1 SHOWN
ABUTMENT 2 SIMILAR
B
B
A A
SECTION
Scale: 3/4" = 1'-0"
ABUTMENT 1 SHOWN
ABUTMENT 2 SIMILAR
SECTION A - A
SECTION B - B
2'-0"
B o t.
C lr
C lr
T yp
(4) #5 Top & Bottom with #4 Ties @ 12" o.c.
Place (3) Layers of Asphaltic Felt Between Concrete Surfaces
Road Surfacing Per Plan
12" Cast-In-Place Concrete Approach Slab
1'-0"
SECTION
Scale: 1/2" = 1'-0"
ABUTMENT 1 SHOWN
ABUTMENT 2 SIMILAR
Place (3) Layers of Asphaltic Felt Between Concrete Surfaces
1/2" Preformed Joint Filler
#5 x 12" Dayton Superior Type 5 D370 & D368 Taper-Lock Form Saver Slab Anchors, Spacing Per Plan
Note: Sleeper slab may be precast as a contractor option.
Cast-In-Place Sleeper-Slab Footing
Note: Male end (D370) slab anchor must be installed in approach slab.
1'-0"
11 2
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
1/2 1/2
1 1 0:
A
MM
ON
C :\U
SE
RS
\A
MM
ON
\D
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KT
OP
\71
M
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E
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B
RI
DG
E
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B
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0- 1.7
D
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AI
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G;
REGION 8
SOUTHERN REGION
SUPERSTRUCTURE
PLAN
Jan-21
A. GROESBECK
A. GROESBECK
M. JENSEN
BLACK CREEK
NATIONAL FORESTS
APALACHICOLA
BRIDGE
REPLACEMENT
RANGER DISTRICT
IN FLORIDA
NFSR 100-1.7
48'-0" Total Slab Girder Length
(6) Spaces at 7'-0" = 42'-0"
Glu-lam Curb, Typ.
O u t-to -O u t
S la b G ir d er s
C/L Brg. C/L Brg.
See Sheet 17 for Placement of Sleeves
6" 6"
50'-0" Out-to-Out Curb
Use Transverse Rough Broom Finish
Place (2) #4 Hairpins at Each 2-1/2" Girder Sleeve, Typ.
28"
EXTERIOR GIRDER
Scale: 3/4" = 1'-0"
INTERIOR GIRDER
Scale: 3/4" = 1'-0"
4'-0"
3"
PCI Standard Prestressed Voided Slab
1/2" Ø Half-Round Drip Groove
12" x 24" Smooth Trowel Finish at Curb Blocks, Typ.
4'-0"4'-0"
Curb Assembly Attachment, See Sheet 18
Curb Attachment Assembly, See Sheet 18
SUPERSTRUCTURE PLAN
Scale: 3/16" = 1'-0"
4'-0"
PCI Standard Prestressed Voided Slab
PRESTRESSED BEAM NOTES
Pretensioning is the only acceptable method of prestressing for this project.
Provide the final design for all prestressed reinforcement and non-prestressed reinforcement in the section shown on this sheet. Verify that the allowable stress and ultimate strength requirements are met at all stages of construction. The design documents must bear the seal of a Professional Engineer licensed in Florida. Submit calculations, load rating, and shop drawings in accordance with Section 553 of the Standard Specifications at least 30 days prior to casting any members. See GENERAL NOTES on Sheet 2 for additional design and material specifications.
Design in accordance with the AASHTO LRFD Bridge Design Specifications, 8th Edition. Design requirements are:
1. HL-93 Live Load with Impact
2. Superimposed dead load is 35 PSF for a future wearing surface. Superimposed dead load may be assumed to be equally distributed to girders.
3. Assume moderate corrosive conditions for tensile stress limits at Service Limit State after losses.
4. Either approximate or refined methods for estimating prestress losses may be used.
FINISHING CONCRETE: Finish the bottoms of all slabs and the exterior edges of exterior slabs in accordance with the specifications except a concrete gray epoxy mortar using AASHTO M235 Class II Epoxy Resin Adhesive may be used instead of the specified sand-cement mortar to reduce curing time. Rub the epoxy mortar with cement prior to hardening. Finish the slab ends so that all holes or acceptable rock pockets are patched and the strands are cut off flush or burned back.
ALTERNATE SUPERSTRUCTURE SECTION: Alternate prestressed or precast concrete sections may be proposed. The alternate section must provide the minimum clear opening between curbs shown on Sheet 5. Maintain the finished grade elevation and make any elevation adjustments within 3" to the abutment elevations. The Contractor is responsible for revisions required to the details shown in these drawings. Submit all revisions with the shop drawings, design calculations, and load rating.
GIRDER INTERCONNECTION: Girders shall be connected by weld ties or transverse post tensioning rods. Contractor shall submit connection detail as part of the shop drawings.
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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REGION 8
SOUTHERN REGION
SUPERSTRUCTURE
DETAILS
Jan-21
A. GROESBECK
A. GROESBECK
M. JENSEN
BLACK CREEK
NATIONAL FORESTS
APALACHICOLA
BRIDGE
REPLACEMENT
RANGER DISTRICT
IN FLORIDA
NFSR 100-1.7
A
DETAIL
Scale: 1/2" = 1'-0"
SLAB PLAN
2-1/2" Ø PVC sleeve
EXTERIOR SLAB PLAN
T o ta l S la b W id th
6"
Curb Attachment Assembly Per Sheet 18
INTERIOR SLAB PLAN
1 Remove sleeve and clean resulting blockout prior to shipping beam. Fabricator may use post tensioning duct in lieu of PVC to form blockouts where PVC sleeves are to be removed. P/T duct may be left in place.
2-1/2" Ø PVC sleeve
T o ta l S la b W id th
6"
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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REGION 8
SOUTHERN REGION
CURB DETAILS
Jan-21
A. GROESBECK
A. GROESBECK
M. JENSEN
BLACK CREEK
NATIONAL FORESTS
APALACHICOLA
BRIDGE
REPLACEMENT
RANGER DISTRICT
IN FLORIDA
NFSR 100-1.7
12-3/8" x 6-3/4" Glu-lam Curb
(4) 3/4"Ø A307, Grade 2 Dome Head Bolts (black) w/ Malleable Washer and Heavy Hex Nut Thru 13/16"Ø Holes in Curb.
Typical Attachment Assembly. See Detail on this Sheet.
CURB ELEVATION
Scale: 1/4" = 1'-0"
6" Traffic Face of Curb
PLAN
23 8
Curb End
50'-0" Total Curb Length
NOTE: Bolt holes in Curb may be field drilled.
See CURB
SPLICE
DETAIL.
12-3/8" x 6-3/4" Glu-lam Curb C/L Curb Block
10-1/2" Wide x 13-3/4" Deep x 1'-11" Glu-lam Curb Block, Typ.
33 4
33 4
63 4
1238"
4"
8"
6"
10-1/2" x 13-3/4" x 1'-11" Glu-lam Curb Block
4"Ø Split Ring, Typ.
4" 4"(3) spa. @ 5"
(4) 13 16"Ø holes
1'-11"
51 4
51 4
01 2
Daps for Split Rings (Top Only), Similar for Curb
PLAN
10-1/2" x 13-3/4" x 1'-11" Glu-lam Curb Block, PLAN
ELEVATION
Traffic Face
Top of Curb
2'-212" Steel Splice Plate Ea. Face
See DETAIL this sheet
Rout Curb so Splice Plates Mount Flush with Curb Face, Typ.
2" (2) Spa.
@ 3"
1012" (2) spa.
@ 3"
2"
Typ.
Max.
Gap
(12) 1"Ø
A307, Grade 2 Dome Head Bolts
Heavy Hex Nut & Washer, Typ.
Dome Head on Traffic Face
4"
Typ.
17 8
17 8
63 4
2'-212"
2" 3" 3" 1012" 2"3"3"
1-1/8"Ø Hole, Typ.
1 4
Pl at e, T yp
1/4" x 6-3/4" x 2'-21 2"
A36 Steel Plate
63 4
8"
2'-0"
Centerline Curb Splice
23 8
Only one splice allowed per span.
Curb may be supplied full length. NOTE: PRE-DRILL ALL HOLES
IN CURB & CURB BLOCKS.
4'-0"
63 4
4'-0"
4"
1/2" x 4" x 1'-7" A36 Steel Shear Plate Routed into Block with (4) 13/16"Ø Holes, Hole Layout Similar to CURB
ATTACHMENT
ASSEMBLY
DETAIL
Place Curb Splice as Close to Center of Bridge as Possible
SECTION
Scale: No Scale
CURB CONNECTION
A
DETAIL
Scale: No Scale
CURB BLOCK B
DETAIL
Scale: No Scale
TYPICAL CURB END
E
See DETAIL
C
DETAIL
Scale: No Scale
SPLICE PLATE
ELEVATIONSECTION
E
DETAIL
Scale: No Scale
CURB SPLICED
DETAIL
Scale: No Scale
CURB ATTACHMENT ASSEMBLY
Bar 4"x 1/4"x 1'-7" (Galvanized), Typ.
1"Ø Galvanized Standard Pipe Sleeve, Typ.
2" 5" 5" 2"
1'-7"
5"
87 8
Tack Weld Opp. Sides, Typ.
7/8"Ø Holes (Lower PL) 1-7/16"Ø Holes (Upper PL)
81 2
(6) Spaces at 7'-0" = 42'-0"
1+20.00
1+40.00
1+60.00
1+80.00
2+00.00
2+20.00
2+40.40
-20 0 20
-20 0 20
-20 0 20
-20 0 20
-20 0 20
-20 0 20
-20 0 20
2+30.40
-20 0 20
Approach Slab, Typ.
10.5'10.5'
7'7'
Typical Cross Slopes
Match Existing Cross Slopes
7.3'7.3'
9'9' 7.7'7.7'
8.1'8.1'
8.4'8.4'
8.8'8.8'
-3.0% -3.0%
Existing Ground, Typ. Existing Ground, Typ.
REPLACEMENT
ROAD CROSS SECTIONS
BRIDGE 100-1.7
ENGINEERS
PLANNERS
SURVEYORS
2+41.90
2+88.90
2+90.40
3+20.00
3+40.00
3+60.00
3+80.00
-20 0 20
-20 0 20
-20 0 20
-20 0 20
-20 0 20
-20 0 20
-20 0 20
3+00.40
-20 0 20
Approach Slab, Typ.
10.5'10.5'
9'9'
8.6'8.6'
8.2'8.2'
7.8'7.8'
7.4'7.4'
-3.0% -3.0% Typical Cross Slopes
Existing Ground, Typ.
Existing Ground, Typ.
Finished Ground at Bridge, Typ.
8.9'8.9'
8.9'8.9'
REPLACEMENT
ROAD CROSS SECTIONS
BRIDGE 100-1.7
ENGINEERS
4+00.00
-20 0 20
7'7'
Match Existing Cross Slopes
REPLACEMENT
ROAD CROSS SECTIONS
BRIDGE 100-1.7
ENGINEERS
| Sheets and Views |
| 1 COVER |
| 2 ESTIMATED QUANTITIES & GENERAL NOTES |
| 3 ROAD TYPICAL SECTION & POINT TABLES |
| 4 ROAD PLAN & PROFILE |
| 5 BRIDGE GENERAL LAYOUT |
| 6 EXCAVATION & BACKFILL |
| 7 FOUNDATION PLAN |
| 8 BORING LOGS |
| 9 BORING LOGS |
| 10 PILE DETAILS |
| 11 ABUTMENT PLAN & ELEVATION |
| 12 ABUTMENT DETAILS |
| 13 ABUTMENT DETAILS |
| 14 ABUTMENT DETAILS |
| 15 APPROACH SLAB PLAN |
| 16 SUPERSTRUCTURE PLAN |
| 17 SUPERSTRUCTURE DETAILS |
| 18 CURB DETAILS |
| XS1 XS1 |
| XS2 XS2 |
| XS3 XS3 |
| 2021-01-26T12:58:19-0600 | |
| GARY GRIFFIN |
| 2021-02-09T15:21:03-0500 | |
| WANDA WETLESEN-SHEPHERD |
| 2021-02-09T15:20:36-0500 | |
| WANDA WETLESEN-SHEPHERD |
| 2021-02-09T16:02:54-0500 | |
| KELLY RUSSELL, Forest Supervisor |
| 2021-02-16T12:17:12-0500 | |
| BIRK ROSEMAN |
| 2021-02-18T09:51:23-0500 | |
| MARK MENG |
File details come from the government source that posted it. Updated .