3-West Weaver Road Culvert Replacement Contract Drawings.pdf
PDF 4 MB Posted
- Attached to
- Shinham Road Shoulder Stabilization
- Solicitation number
- Not on record
- Issued by
- Franklin County, Pennsylvania
About this file
This is a contract drawing document for the West Weaver Road Culvert Replacement project in Antrim Township, Franklin County, Pennsylvania. The project involves the removal of two existing concrete box culverts and the installation of new precast concrete box culverts at two separate sites. Site 1 requires replacement of an existing 6' x 4' concrete box culvert with a new 6'-6" x 5'-6" x 52' precast concrete box culvert, with a limit of disturbance of 11,618 square feet. Site 2 requires replacement of an existing 6' x 4' x 50'-10" culvert with a new 6'-0" x 6'-8.25" x 50'-10" precast concrete box culvert, with a limit of disturbance of 6,308 square feet. Both sites require streambed relocation, bypass pumping systems with a maximum two-week duration, cofferdam installation, pavement restoration, and rip-rap placement. The contract time is 210 calendar days, with bids due by 10:00 A.M. on Friday, April 24, 2026, to be received and opened via the PennBid Program. A pre-bid site visit and bidders' meeting are referenced in the contract opportunity documents.
The project specifications require compliance with AASHTO LRFD Bridge Design Specifications (2017), Publication 408/2020 standards, and Pennsylvania Prevailing Wage Act requirements. Materials include precast concrete members with a minimum 28-day compressive strength of 5,000 PSI, Grade 60 deformed reinforcing bars, epoxy-coated reinforcement for exposed elements, AASHTO #8 coarse aggregate bedding material, geotextile Class 4 Type A, waterproofing membranes, and fish baffles spaced at maximum 8-foot centers. Design live loads include H-20, HS-20, ML-80, TK-527, PHL-93, P-82, and P2016-13 configurations. A bid bond or certified check equal to 10 percent of the maximum bid must accompany each submission. Bidders must demonstrate qualifications for execution, and contracts will be awarded at a regularly scheduled Antrim Township Board of Supervisors meeting. The project is subject to all Department of Environmental Protection permit conditions and requires notification to the Pennsylvania Fish Commission prior to construction.
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AutoCAD SHX Text GENERAL NOTES: 1. WORK SHOULD OCCUR DURING LOW STREAM FLOWS AND COMPLY WORK SHOULD OCCUR DURING LOW STREAM FLOWS AND COMPLY WITH ALL DEP PERMIT CONDITIONS. EVERY EFFORT TO MINIMIZE DURATION OF FLOW THROUGH TEMPORARY BYPASS PUMP SHOULD BE TAKEN (2 WEEK MAXIMUM). 2. ALL EXISTING UTILITIES ARE SHOWN WILL BE RELOCATED BY THE ALL EXISTING UTILITIES ARE SHOWN WILL BE RELOCATED BY THE OWNER PRIOR TO CULVERT PLACEMENT. 3. ALL EQUIPMENT TO REMAIN ON EXISTING ROADWAY DURING ALL EQUIPMENT TO REMAIN ON EXISTING ROADWAY DURING CONSTRUCTION. 4. A WETLAND STUDY PERFORMED BY C.S. DAVIDSON, INC. ON JULY A WETLAND STUDY PERFORMED BY C.S. DAVIDSON, INC. ON JULY 10, 2025 DETERMINED THERE ARE NO WETLANDS PRESENT WITHIN THE PROJECT AREA. 5. THE FLOODWAY SHOWN IS ASSUMED 50' FROM TOP OF BANK. THE FLOODWAY SHOWN IS ASSUMED 50' FROM TOP OF BANK. MATERIALS WILL BE KEPT OUTSIDE OF THE FLOODWAY 6. THE EXISTING STREAMBED MATERIAL WITHIN THE LIMITS OF THE EXISTING STREAMBED MATERIAL WITHIN THE LIMITS OF EXISTING REALIGNMENT SHALL BE REMOVED AND STOCKPILED. PROPOSED STREAMBED SHALL BE CONSTRUCTED WITH THE EXISTING STREAMBED MATERIAL WHICH HAS BEEN STOCKPILED. 7. REFER TO E&S DRAWINGS FOR A FULL LIST AND DETAILS SHOWING REFER TO E&S DRAWINGS FOR A FULL LIST AND DETAILS SHOWING E&S MEASURES.
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LEGEND (PROPOSED)
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FENCELINE
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FLOODWAY
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OVERHEAD ELECTRIC
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LIMITS OF PAVING RESTORATION
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LIMIT OF DISTURBANCE (11,618 SQ.FT)
AutoCAD SHX Text 6'-6"x5'-6"x52' PRECAST CONCRETE BOX CULVERT
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EXISTING 6'X4' CONCRETE BOX CULVERT (TO BE REMOVED)
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REMOVE DEAD TREE STUMP
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ASSUMED 50' FLOODWAY
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EXISTING BOLLARDS AND HANDRAIL (TO BE REMOVED)(TO BE REMOVED)
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SITE 1 - PLAN
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REMOVE TREE
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ASSUMED 50' FLOODWAY
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1'-0" MIN. AASHTO #8 COARSE AGGREGATE BEDDING MATERIAL
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FISH BAFFLE, TYP. 8' MAX SPACING
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52'-0" CULVERT LENGTH
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22'-0" ROADWAY WIDTH*
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11'-0" LANE WIDTH*
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STREAMBED ELEV.=495.25
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INVERT ELEV.=493.75
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PROPOSED STREAMBED
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EXISTING GRADE ALONG PROPOSED STREAM CENTERLINE
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ELEVATION AT EDGE OF EXISTING INLET CHANNEL SLAB=497.41
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EXSTING OUTLET ELEVATION=496.81
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EXISTING INLET ELEVATION=497.32
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LOW POINT OF EXISTING SCOUR HOLE=492.34
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PROPOSED STREAMBED ELEVATION AT NEW CULVERT OUTLET=495.25
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PROPOSED STREAMBED ELEVATION AT NEW CULVERT INVLET=496.55
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ELEVATION AT BEGINNING OF STREAMBED RELOCATION = 497.37
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ELEVATION AT END OF STREAMBED RELOCATION =493.88
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INVERT ELEV.=495.05
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INLET
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OUTLET
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5'-10" PRECAST END
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AutoCAD SHX Text LIMIT OF COMPACTED 2A OR FLOWABLE BACKFILL, TYP. UPSTREAM BOTH SIDES. SEE DETAIL SHEET 8
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WEST WEAVER ROAD SURVEY & CONSTR
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WEEPHOLE, TYP.
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FISH BAFFLE, TYP.
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* PROVIDE 2 FT MIN. WIDTH OF WATERPROOFING MEMBRANE AS PER PROVIDE 2 FT MIN. WIDTH OF WATERPROOFING MEMBRANE AS PER PUB. 408, SECTION 680.2 (b) ALONG ALL OUTSIDE WALL JOINTS. PROVIDE WATERPROOFING MEMBRANE FOR THE ENTIRE TOP WIDTH AND LENGTH OF THE BOX. PLACE THE WATERPROOFING MEMBRANE ON THE SIDES BEFORE PLACING ON THE TOP OF THE BOX. FOR ADDITIONAL DETAILS REFER TO BC-788M.
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10" WALL
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10" WALL
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BOX CULVERT
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*LIMITS OF WATERPROOFING MEMBRANE ON TOP SLAB OF BOX, SEE DETAIL, THIS SHEET
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TOP OF ROADWAY
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ELEV. VARIES
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MIN. CLR.
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LAP, TYP.
AutoCAD SHX Text EXCAVATE FOUNDATION MATERIAL DOWN 1'-0" BELOW BOTTOM OF BOX CULVERT AS SHOWN. REPLACE WITH AASHTO #8 COARSE AGGREGATE. PLACE IN MAXIMUM 6" LIFTS AND ROLLER COMPACT TO REMOVE ANY SETTLEMENT. PROVIDE 2'-0" MIN. IF ROCK IS ENCOUNTERED
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SHEET METAL, 2' WIDE AT THE JOINTS. SEE BC-798M
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GEOTEXTILE, CLASS 4, TYPE A (TYP.)
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STRUCTURAL BACKFILL (TYP.)
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8"X8" HAUNCH
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4" DIA. FORMED WEEPHOLE
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THEORETICAL STREAMBED
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AASHTO #8 COARSE AGGREGATE (BEDDING MATERIAL)
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12" MIN.
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6'-6" CLEAR SPAN
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TYPICAL PRECAST BOX CULVERT SECTION N0T TO SCALE
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CULVERT PLAN VIEW
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(7) PRECAST BOS CULVERT SEGMENTS WITH 1/2" GAP @ JOINTS, SEE NOTES 1 & 2
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FEET
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ANTRIM TOWNSHIP
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ROADWAY/FILL MATERIAL
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BOX TOP SLAB
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WATERPROOFING MEBRANE
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SECTION A-A MEMBRANE WATERPROOFING DETAIL NOT TO SCALE
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SITE 1 - CULVERT DETAILS
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TYPICAL PAVING DETAIL N0T TO SCALE
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1. SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, < 0.3 MILLION ESALs, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L 2. SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 4" DEPTH 3. SUBBASE 8" DEPTH (NO. 2A)SUBBASE 8" DEPTH (NO. 2A)
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ASSUMED 50' FLOODWAY
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CONCRETE WASHOUT
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LIMIT OF DISTURBANCE (6308 SQ.FT)
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PUMPED WATER FILTER BAG
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COFFERDAM (TYP.)
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LIMITS OF PAVEMENT RESTORATION
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BYPASS PUMP & PUMP AROUND
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PROPOSED 12" SLCPP
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INV.=455.26
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INV.=451.13
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EXISTING BOLLARD (TO BE REMOVED)(TO BE REMOVED)
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EXISTING DRAIN PIPE (TO BE REMOVED)(TO BE REMOVED)
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EXISTING CULVERT (TO BE REMOVED)(TO BE REMOVED)
AutoCAD SHX Text GENERAL NOTES: 1. WORK SHOULD OCCUR DURING LOW STREAM FLOWS AND COMPLY WITH WORK SHOULD OCCUR DURING LOW STREAM FLOWS AND COMPLY WITH ALL DEP PERMIT CONDITIONS. EVERY EFFORT TO MINIMIZE DURATION OF FLOW THROUGH TEMPORARY BYPASS PUMP SHOULD BE TAKEN (2 WEEK MAXIMUM). 2. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS AND ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BY CONTRACTOR. 3. ALL EQUIPMENT TO REMAIN ON EXISTING ROADWAY DURING ALL EQUIPMENT TO REMAIN ON EXISTING ROADWAY DURING CONSTRUCTION. 4. A WETLAND STUDY PERFORMED BY C.S. DAVIDSON, INC. ON JULY 10, A WETLAND STUDY PERFORMED BY C.S. DAVIDSON, INC. ON JULY 10, 2025 DETERMINED THERE ARE NO WETLANDS PRESENT WITHIN THE PROJECT AREA. 5. THE FLOODWAY SHOWN IS ASSUMED 50' FROM TOP OF BANK. THE FLOODWAY SHOWN IS ASSUMED 50' FROM TOP OF BANK. 6. REFER TO E&S DRAWINGS FOR A FULL LIST AND DETAILS SHOWING E&S REFER TO E&S DRAWINGS FOR A FULL LIST AND DETAILS SHOWING E&S MEASURES.
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SITE 2 - PLAN
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UTILITY POLE
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INDEX CONTOUR LINE (5')
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CONTOUR LINE (1')
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EDGE OF PAVEMENT
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DECIDUOUS TREE
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LEGEND (PROPOSED)
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COFFERDAM
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LIMIT OF DISTURBANCE
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18" COMPOST FILTER SOCK
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PROPERTY LINE
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PUMPED WATER FILTER BAG
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RIGHT-OF-WAY LINE
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CENTERLINE
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FENCELINE
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CONTOUR LINE (1')
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FLOODWAY
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BENCHMARK
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50'-10" CULVERT LENGTH
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24'-0" ROADWAY WIDTH*
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EXISTING ROADWAY
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PROPOSED ROADWAY
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CUTOFF WALL, TYP.
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1'-0" MIN. AASHTO #8 COARSE AGGREGATE BEDDING MATERIAL
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FISH BAFFLE, TYP. 8'-0" MAX SPACING
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PRECAST CONCRETE END SECTION, TYP.
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BACKFILL WITH NATURAL STREAMBED MATERIAL, TYP.
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INV.=449.23
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STREAMBED ELEV.=450.73
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INV.=450.75
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STREAMBED ELEV.=452.25
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EXISTING GRADE, TYP.
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COFFERDAM, TYP.
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PROPOSED GRADE
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REPAVE DRIVEWAY
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59 L.F. OF 12" SLCPP @ 7%
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INV. = 455.26
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INV. = 451.13
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4" OF NO. 2A STONE BEDDING
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DISTRICT
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COUNTY
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ROUTE
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SECTION
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SHEET
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OF
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FRANKLIN
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BRG
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ANTRIM TOWNSHIP
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REVISION NUMBER
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REVISIONS
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DATE
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BY
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PROPOSED CULVERT PROFILE
AutoCAD SHX Text 0+80
AutoCAD SHX Text 0+75
AutoCAD SHX Text 0+70
AutoCAD SHX Text 0+65
AutoCAD SHX Text 0+60
AutoCAD SHX Text 0+55
AutoCAD SHX Text 0+50
AutoCAD SHX Text 0+45
AutoCAD SHX Text 0+40
AutoCAD SHX Text 0+35
AutoCAD SHX Text 0+30
AutoCAD SHX Text 0+25
AutoCAD SHX Text 0+20
AutoCAD SHX Text 0+15
AutoCAD SHX Text 0+90
AutoCAD SHX Text 0+85
AutoCAD SHX Text 0+95
AutoCAD SHX Text 1+00
AutoCAD SHX Text 1+05
AutoCAD SHX Text 1+10
AutoCAD SHX Text 1+15
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AutoCAD SHX Text 0+10
AutoCAD SHX Text 0+05
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PROPOSED SLCPP PROFILE
AutoCAD SHX Text 0+60
AutoCAD SHX Text 0+55
AutoCAD SHX Text 0+50
AutoCAD SHX Text 0+45
AutoCAD SHX Text 0+40
AutoCAD SHX Text 0+35
AutoCAD SHX Text 0+30
AutoCAD SHX Text 0+25
AutoCAD SHX Text 0+20
AutoCAD SHX Text 0+15
AutoCAD SHX Text 0+10
AutoCAD SHX Text 0+05
AutoCAD SHX Text 0+00
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SITE 2 - PROFILES
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REGISTERED
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PROFESSIONAL
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ENGINEER
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AutoCAD SHX Text LIMIT OF COMPACTED 2A OR FLOWABLE BACKFILL, TYP. UPSTREAM BOTH SIDES. SEE DETAIL SHEET 8
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WEST WEAVER ROAD SURVEY & CONSTR
AutoCAD SHX Text NOTES: 1. FABRICATOR TO DETERMINE SEGMENT LENGTH. FABRICATOR TO DETERMINE SEGMENT LENGTH. SEGMENT LENGTH IS REQUIRED TO BE THE MAXIMUM ALLOWED BY SHIPPING RESTRAINTS. CULVERT SEGMENT JOINT LOCATIONS SHALL BE ADJUSTED TO MINIMIZE CONFLICT WITH BARRIER REINFORCEMENT INSERTS. 2. SEGMENTS SHALL HAVE A MINIMUM LENGTH OF SEGMENTS SHALL HAVE A MINIMUM LENGTH OF 4'-0". 3. FABRICATOR MAY ADJUST LOCATION OF FISH FABRICATOR MAY ADJUST LOCATION OF FISH BAFFLES, MAXIMUM CENTER TO CENTER SPACING BETWEEN BAFFLES IS 8'-0".
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WEEPHOLE, TYP.
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FISH BAFFLE, TYP.
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AutoCAD SHX Text 5'-8 5/8"
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* PROVIDE 2 FT MIN. WIDTH OF WATERPROOFING MEMBRANE AS PER PROVIDE 2 FT MIN. WIDTH OF WATERPROOFING MEMBRANE AS PER PUB. 408, SECTION 680.2 (b) ALONG ALL OUTSIDE WALL JOINTS. PROVIDE WATERPROOFING MEMBRANE FOR THE ENTIRE TOP WIDTH AND LENGTH OF THE BOX. PLACE THE WATERPROOFING MEMBRANE ON THE SIDES BEFORE PLACING ON THE TOP OF THE BOX. FOR ADDITIONAL DETAILS REFER TO BC-788M.
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10" WALL
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10" WALL
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7'-8" MIN.
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BOX CULVERT
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*LIMITS OF WATERPROOFING MEMBRANE ON TOP SLAB OF BOX, SEE DETAIL, THIS SHEET
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TOP OF ROADWAY
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ELEV. VARIES
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MIN. CLR.
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LAP, TYP.
AutoCAD SHX Text EXCAVATE FOUNDATION MATERIAL DOWN 1'-0" BELOW BOTTOM OF BOX CULVERT AS SHOWN. REPLACE WITH AASHTO #8 COARSE AGGREGATE. PLACE IN MAXIMUM 6" LIFTS AND ROLLER COMPACT TO REMOVE ANY SETTLEMENT. PROVIDE 2'-0" MIN. IF ROCK IS ENCOUNTERED
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SHEET METAL, 2' WIDE AT THE JOINTS. SEE BC-798M
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GEOTEXTILE, CLASS 4, TYPE A (TYP.)
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STRUCTURAL BACKFILL (TYP.)
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8"X8" HAUNCH
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4" DIA. FORMED WEEPHOLE
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THEORETICAL STREAMBED
AutoCAD SHX Text GEOTEXTILE, CLASS 4, TYPE A ON BOTTOM AND SIDES OF AASHTO #8 COARSE AGGREGATE (BEDDING MATERIAL)
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AASHTO #8 COARSE AGGREGATE (BEDDING MATERIAL)
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12" MIN.
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6'-0" CLEAR SPAN
AutoCAD SHX Text NOTES: 1. GEOTEXTILE, CLASS 4, TYPE A, AROUND STRUCTURE BACKFILL GEOTEXTILE, CLASS 4, TYPE A, AROUND STRUCTURE BACKFILL AND BEDDING IS INCIDENTAL TO THE BACKFILL AND BEDDING. IS INCIDENTAL TO THE BACKFILL AND BEDDING. 2. GEOTEXTILE, CLASS 1, AT THE WEEPHOLES IS INCIDENTAL GEOTEXTILE, CLASS 1, AT THE WEEPHOLES IS INCIDENTAL TO THE NO. 57 COARSE AGGREGATE. 3. POST TENSIONING, GROUTING, BOLTS, THREADED REINF. BARS, POST TENSIONING, GROUTING, BOLTS, THREADED REINF. BARS, THREADED INSERTS, CONNECTION STRAPS, MINOR GRADING OF AASHTO #8 BEDDING MATERIAL, SHEET METAL AND GALVANIZED STEEL SLEEVE ARE INCIDENTAL TO THE BOX CULVERT AND END SECTIONS.
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TYPICAL PRECAST BOX CULVERT SECTION N0T TO SCALE
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CULVERT PLAN VIEW
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(7) PRECAST BOS CULVERT SEGMENTS WITH 1/2" GAP @ JOINTS, SEE NOTES 1 & 2
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FEET
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REVISIONS
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DATE
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BY
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COUNTY
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ROUTE
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OF
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FRANKLIN
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BRG
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ANTRIM TOWNSHIP
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ROADWAY/FILL MATERIAL
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BOX TOP SLAB
AutoCAD SHX Text 1/2" ASPHALT PAVEMENT WEARING COURSE, WMA WEARING COURSE (LEVELING), 4.75MM MIX, SRL-L
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WATERPROOFING MEBRANE
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SECTION A-A MEMBRANE WATERPROOFING DETAIL NOT TO SCALE
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SITE 2 - CULVERT DETAILS
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TYPICAL PAVING DETAIL N0T TO SCALE
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1. SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, < 0.3 MILLION ESALs, 9.5 MM MIX, 1 1/2" DEPTH, SRL-L 2. SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 0.3 MILLION ESALs, 25.0 MM MIX, 4" DEPTH 3. SUBBASE 8" DEPTH (NO. 2A)SUBBASE 8" DEPTH (NO. 2A)
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REGISTERED
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PROFESSIONAL
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ENGINEER
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CAST IN INSERT (TYP.)
AutoCAD SHX Text NOTES: 1. NO BOLT THROUGH CONNECTIONS CAN BE USED. NO BOLT THROUGH CONNECTIONS CAN BE USED. 2. KEYWAY JOINTS OR FLUSH BUTT JOINTS ARE NOT ALLOWED. KEYWAY JOINTS OR FLUSH BUTT JOINTS ARE NOT ALLOWED. 3. ONE (1) ROW OF JOINT SEALING FLEXIBLE FOAM MATERIAL EACH FACE.ONE (1) ROW OF JOINT SEALING FLEXIBLE FOAM MATERIAL EACH FACE.
AutoCAD SHX Text JOINT SEALING MATERIAL, TYP. PUB. 408 SECTION 1085.2(m)
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END OF PRECAST BOX
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DESIGN END OF PRECAST BOX
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WINGWALL
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%%UPRECAST END CONNECTION DETAIL
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NOT TO SCALE
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%%USECTION B-B
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#5 90° HOOK ROTATEALTERNATING HOOKS 180°
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1/2" THREADEDINSERTS
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BAFFLE AND 90° HOOK
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NOT TO SCALE
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END OF PRECAST END SECTION
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EW402
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2 PLY BITUMINOUS BOND BREAKER
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%%UCUTOFF WALL DETAIL
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CLASS A CEMENT CONCRETE
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MIN. LAP
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NOT TO SCALE
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2'-0" CLR., TYP.
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4" CLR.
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AutoCAD SHX Text 2'-7 1/2"
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#5, 90° HOOKS @ 9" MAX.WITH 1/2" THREADED INSERTS
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AutoCAD SHX Text NOTE: BAFFLES ARE TO BE PRECAST. PLACE BAFFLE OPENINGS WITHIN THE CENTER THIRD OF THE SPAN.
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EQ.
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EQ.
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CULVERT
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(TYP.)
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2-#5 (TYP.)
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1 1/2" I.D. OR 2" I.D. SCH 40 PVC DUCT FOR POST-TENSIONING STRAND
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'B' TRANSVERSE REINF. DIA.
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AutoCAD SHX Text 4"x5"x6 3/4" POST TENSION RECESS
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'E' 2" MIN. TO ALLOW FOR 1" MIN. SEALING SURFACE, SEE JOINT DETAIL ON BC-798M.
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'C' 1" MIN. CLR.
AutoCAD SHX Text MIN. SLAB/WALL THICKNESS ('T') DETERMINED TO ENSURE THE MIN REQUIREMENTS ARE MET. T = A + B + C + D + E + F + G + H
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AutoCAD SHX Text NOTE: PLACE POST-TENSIONING DUCTS ONLY IN CORNER HAUNCHES WHEN WALL THICKNESS IS LESS THAN 1'-1".
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%%USLAB/WALL POST-TENSIONING CONFIGURATION
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'T' 1'-1" MIN
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%%UELEVATION
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%%USECTION A-A
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%%UTYPICAL HAUNCH SECTION DETAIL
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SLAB
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POST-TENSION DUCT
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SIDEWALL
AutoCAD SHX Text #4 BAR TO EXTEND TO EXISTING REINF AT THE END OF SECTION WHEN P/T POCKET IS REQ'D.
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4"X5"X6 3/4" POST-TENSION RECESS
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1 1/2" I.D. OR 2" I.D. SCH 40 PVC POST-TENSIONING DUCT
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NOT TO SCALE
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NORMAL STREAM ELEVATION
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STREAMBED
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STRUCTURE BACKFILL, TYP.
AutoCAD SHX Text COMPACTED NO. 2A COARSE AGGREGATE OR FLOWABLE BACKFILL TO BE USED ALONG 10'-0' MIN. LENGTH OF CULVERT AND AT INLET END SECTION.
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CULVERT BEDDING
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LIMITS OF UPSTREAM COMPACTED NO. 2A COARSE AGGREGATE NOT TO SCALE
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AutoCAD SHX Text NOTE: PROVIDE PREFORMED DRAIN CONFORMING TO PUB. 408 SECTION 623.2(a) FOR WEEPHOLES LOCATED IN THE COMPACTED NO. 2A COARSE AGGREGATE OR FLOWABLE FILL AREAS.
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TOP OF COMPACTED NO. 2A COARSE AGGREGATE OR FLOWABLE BACKFILL
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PREFORMED DRAIN
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WEEPHOLE
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REAR FACE OF CULVERT OR END SECTION
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PREFORMED DRAIN DETAIL NOT TO SCALE
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TYPICAL BAFFLE ELEVATION NOT TO SCALE
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CULVERT DETAILS 2
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PROFESSIONAL
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ENGINEER
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AutoCAD SHX Text DESIGN SPECIFICATIONS AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 2017 AND AS SUPPLEMENTED BY DESIGN MANUAL, PART 4 (DECEMBER 2019). LIVE LOAD DISTRIBUTION IS BASED UPON THE AASHTO METHOD. DESIGN IS IN ACCORDANCE WITH THE LRFD METHOD. DESIGN LIVE LOADS H-20, HS-20, ML-80, TK-527, PHL-93, P-82 AND P2016-13 DEAD LOADS INCLUDES A WEIGHT OF 30 PSF FOR FUTURE WEARING SURFACE. SITE 1 - INCLUDES A MINIMUM OF 0 FT AND A MAXIMUM OF 2.42 FT OF FILL ON CULVERT TOP SLAB SITE 2 - INCLUDES A MINIMUM OF 0 FT AND A MAXIMUM OF 1.25 FT OF FILL ON CULVERT TOP SLAB GENERAL PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH SPECIFICATIONS, PUBLICATION 408/2020, AASHTO/AWS D1.5M/D1.5 2015 BRIDGE WELDING CODE, AND CONTRACT SPECIAL PROVISIONS. USE AASHTO/AWS/D1.1/D1.1M: 2015 FOR WELDING NOT COVERED IN AASHTO/AWS D1.5M/D1.5 2015. PROVIDE 2 IN. CONCRETE COVER ON REINFORCEMENT BARS, EXCEPT AS NOTED. USE CEMENT CONCRETE WITH A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 5,000 PSI IN ALL PRECAST MEMBERS. USE CLASS A CEMENT CONCRETE IN CAST-IN-PLACE CUTOFF WALL. A HIGHER CLASS CONCRETE MAY BE SUBSTITUTED FOR A LOWER CLASS CONCRETE AT NO ADDITIONAL COST TO THE OWNER, IF APPROVED BY THE ENGINEER. PROVIDE GRADE 60 DEFORMED REINFORCING BARS THAT MEET THE REQUIREMENTS OF ASTM A615, A996 OR A706. DO NOT WELD REINFORCEMENT STEEL. DO NOT USE RAIL STEEL (A996) WHERE BENDING OR WELDING OF REINFORCEMENT BARS IS INDICATED. WELDED WIRE FABRIC WILL MEET THE REQUIREMENTS OF AASHTO M55 (ASTM A185) AND DEFORMED WELDED WIRE FABRIC WILL MEET THE REQUIREMENTS OF AASHTO M221 (ASTM A497). USE EPOXY COATED REINFORCEMENT BARS IN TOP SLAB, HEADWALL/CURB, AND ALL CAST-IN-PLACE CONCRETE, INCLUDING CUTOFF WALL. IF EPOXY COATED WELDED WIRE FABRIC IS USED IT MUST MEET THE REQUIREMENTS OF ASTM A884, TYPE 1, CLASS A. GALVANIZED REINFORCING STEEL BARS MAY BE SUBSTITUTED FOR EPOXY COATED REINFORCING STEEL BARS AT NO ADDITIONAL COST TO THE OWNER. RAKE-FINISH ALL HORIZONTAL CONSTRUCTION JOINTS, EXCEPT AS INDICATED. SITE CLASS IS NOT CLASS E. CHAMFER EXPOSED CONCRETE EDGES 3/4 IN. BY 3/4 IN., EXCEPT AS NOTED. ALL DIMENSIONS SHOWN ARE HORIZONTAL, EXCEPT AS NOTED. SUPERSTRUCTURE DIMENSIONS SHOWN ARE FOR A NORMAL TEMPERATURE OF 68 DEGREES F. PROVIDE MINIMUM EMBEDMENT AND SPLICE LENGTHS IN ACCORDANCE WITH STANDARD DRAWING BC-736M, UNLESS OTHERWISE INDICATED. DO NOT USE ADHESIVE ANCHORS IN A TENSION APPLICATION FOR PERMANENT INSTALLATIONS. AN ACI CERTIFIED ANCHOR INSTALLER IS REQUIRED FOR THE INSTALLATION OF ADHESIVE ANCHORS FOR TEMPORARY INSTALLATIONS, INCLUDING DURING CONSTRUCTION. DO NOT EXCEED A 2 FT DIFFERENCE IN FILL ELEVATION ON THE SIDES DURING PLACEMENT OF THE BACKFILL. DO NOT ALLOW THE WHEELS OF ROLLERS TO COME CLOSER THAN 1 FT. TO THE FACE OF THE STRUCTURE DURING COMPACTION OF THE BACKFILL. USE EPOXY BONDING COMPOUND WHERE CAST-IN-PLACE CONCRETE COMES IN CONTACT WITH PRECAST CONCRETE OR NEW CONCRETE IS CAST AGAINST EXISTING CONCRETE SURFACE. APPLY EPOXY BONDING COMPOUND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND PUB. 408, SECTION 706. THE EPOXY BONDING COMPOUND IS TYPE 2 GRADE 2, OR BETTER. THE COST OF EPOXY APPLICATION IS INCIDENTAL TO THE CLASS OF CONCRETE FOR WHICH IT IS APPLIED. NOTIFY THE REGIONAL HEADQUARTERS OF THE FISH COMMISSION PRIOR TO CONSTRUCTION AND COOPERATE WITH FISH COMMISSION DURING CONSTRUCTION. WATERWAYS CONSERVATION OFFICE SOUTHCENTRAL REGION OFFICE 1704 PINE ROAD NEWVILLE, PA 17241 (717) 486-7087 PRECAST BOX NOTES FABRICATE AND INSTALL PRECAST BOX CULVERT IN ACCORDANCE WITH PUB. 408, SECTIONS 1085 AND 1108. SLAB AND WALL THICKNESSES FOR THE PRECAST BOX CULVERT WERE BASED ON A DESIGN FROM THE PENNDOT'S BOX CULVERT COMPUTER PROGRAM AND WERE SHOWN IN ORDER TO DETAIL THE DRAWINGS. IF THE ACTUAL DESIGN THICKNESSES DIFFER FROM THE ASSUMED, ADJUST ANY NECESSARY DIMENSIONS SHOWN ON THE DRAWINGS. SUBMIT PRECAST CONCRETE BOX CULVERT AND END SECTION SHOP DRAWINGS AND DESIGN COMPUTATIONS, SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN PA, TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. PENNDOT FABRICATION INSPECTION OF THE BOX CULVERT IS REQUIRED. CONTRACTOR TO SUBMIT CS-430 FORMS TO PENNDOT AND THE OWNER. PRECAST SEGMENT LENGTHS MAY BE ADJUSTED AS REQUIRED. NON-SKEWED BOX CULVERT SEGMENT LENGTHS SHALL BE NO LESS THAN 4'-0". ITEMS INCLUDING INSERTS, POST-TENSIONING DUCTS AND STRANDS, JOINT SEALING MATERIAL, CHUCKS, NEOPRENE SPONGE DONUTS, NEOPRENE SPONGE GASKETS, GALVANIZED STRAPS, THREADED BOLTS, PREFORMED DRAINS, AND WEEPHOLES ARE CONSIDERED INCIDENTAL TO THE PRECAST BOX ITEM. THREADED INSERTS TO BE INCORPORATED IN PRECAST BOX AND DETAILED BY THE FABRICATOR. PROVIDE 2'-0" MIN. WIDTH OF WATERPROOFING MEMBRANE CONFORMING TO PUB. 408, SECTION 680.2(b) ALONG THE SIDE JOINTS. FOR ADDITIONAL DETAILS, REFER TO BC-788M. USE 4" DIA FORMED WEEPHOLES AT EVERY OTHER SEGMENT PLACED AT A MINIMUM 1'-9" ABOVE THE BOTTOM SLAB. FOR WEEPHOLE PLACEMENT, THE WEEPHOLE LOCATION MAY BE ADJUSTED BY A MAXIMUM OF 2" IN ANY DIRECTION, OR RELOCATE REINFORCEMENT BY A MAXIMUM OF 1/2". DO NOT CUT REINFORCEMENT BARS. NO ADDITIONAL WEEPHOLE REINFORCEMENT WILL BE REQUIRED. IF WIRE MESH IS USED, MAY CUT THE MESH TO FIT WEEPHOLE CONDUIT BUT REPLACE EQUIVALENT STEEL WITH ADDITIONAL WIRE MESH PLACED ON EACH SIDE OF WIRE MESH MAT. FOR WEEPHOLES LOCATED IN THE COMPACTED NO. 2A COARSE AGGREGATE AREAS OR FLOWABLE BACKFILL AREAS, PROVIDE PREFORMED DRAIN CONFORMING TO PUB. 408 SECTION 623.2(a). PROVIDE GALVANIZED STRAP CONNECTION OF THE WINGWALLS TO THE PRECAST BOX. STRAP PLATES SHALL BE FABRICATED TO MATCH PROFILE OF WING TO COLLAR TRANSITION. CAST-IN-PLACE CONCRETE IS PERMITTED IN ANY PORTION OF THE PRECAST END SECTION, ONLY IF HEIGHT OR WIDTH OF END SECTION IS RESTRICTED DUE TO SHIPPING RESTRAINTS. CLOSURE POURS ARE INCIDENTAL AND WILL BE PERFORMED BY THE CONTRACTOR. UTILITY NOTES COORDINATE, LOCATE, AND CONDUCT ALL WORK RELATED TO PUBLIC AND PRIVATE UTILITIES IN ACCORDANCE WITH PUBLICATION 408, SECTIONS 105.06 AND 107.12. FOUNDATION NOTES NO BLASTING IS PERMITTED FOR FOUNDATION EXCAVATION. COMPLETELY REMOVE THE EXISTING STRUCTURE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE STABILITY OF ALL TEMPORARY EXCAVATIONS. DIRECT SURFACE RUNOFF AWAY FROM THE EXCAVATIONS. PERFORM ALL EXCAVATIONS IN ACCORDANCE WITH OSHA REQUIREMENTS. CULVERT SUBGRADE MAY BE ORDERED BY THE ENGINEER TO BE AT ANY ELEVATION OR OF ANY DIMENSIONS NECESSARY TO PROVIDE A PROPER FOUNDATION. THE PROPOSED BOTTOM OF EXCAVATION IS BELOW THE NORMAL WATER LEVEL. THEREFORE, DEWATERING OF EXCAVATION WILL BE NECESSARY DURING CONSTRUCTION. PERFORM DEWATERING USING SUMPS OR DRAINS WELL BELOW THE BOTTOM OF EXCAVATION TO AVOID LOSS OF SUPPORTING CAPACITY OF THE SOILS. ALL EXCAVATIONS SHOULD BE KEPT DRY ENOUGH FOR CONSTRUCTION AND INSPECTION. VERIFY BEARING CAPACITY OF SUBGRADE IS 3.84 KSF AT SITE 1, 3.52 KSF AT SITE 2, OR GREATER PRIOR TO INSTALLATION OF THE CULVERT AND END SECTION, OR USE OTHER MINIMUM AS REQUIRED BY ALTERNATE CULVERT DESIGN PROVIDED BY THE FABRICATOR. IF MINIMUM BEARING CAPACITY IS NOT ACHIEVED, CONTACT THE ENGINEER IMMEDIATELY TO DETERMINE LIMITS OF ADDITIONAL EXCAVATION. OVEREXCAVATION SHALL NOT BE PERFORMED WITHOUT THE ENGINEER'S APPROVAL. S APPROVAL.
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%%UGENERAL NOTES
AutoCAD SHX Text POST-TENSIONING NOTES BOX SEGMENTS AND END SECTIONS ARE POST-TENSIONED IN STAGES. SUBMIT A PLAN FOR POST-TENSIONING SEQUENCE TO THE ENGINEER FOR APPROVAL PRIOR TO SETTING ANY SEGMENTS. THE NUMBER OF POST-TENSIONING STRANDS MAY BE INCREASED AND THEIR LOCATIONS MAY BE ADJUSTED BY THE FABRICATOR WITH APPROVAL OF THE ENGINEER. STAGING, SPACING AND POST-TENSION FORCE TO BE SHOWN ON FABRICATOR'S SHOP DRAWINGS. EXTEND BOTTOM ROW OF POST-TENSIONING STRANDS THROUGH THE BOTTOM SLAB OF PRECAST CONCRETE INLET AND OUTLET END SECTIONS. POST-TENSION BOX SEGMENTS FIRST. PROVIDE MECHANICAL SPLICERS ON BOTTOM STRANDS TO CONNECT WITH THE INLET AND OUTLET END SECTIONS, AND POST-TENSION BOTTOM STRANDS THROUGH THE END SECTIONS. PROVIDE STRAPS ON SIDES OF END SECTION AS SHOWN ON BC-798M. PROVIDE FULL CONTACT OF THE JOINT SEALING MATERIAL AROUND THE ENTIRE JOINT BETWEEN THE END SECTIONS AND THE BOX SECTIONS. AFTER POST-TENSIONING IS APPROVED, CUT STRANDS TO PROVIDE A MINIMUM OF 2 1/2" CLEAR FROM OUTSIDE FACE OF CONCRETE AND COAT RECESS WITH EPOXY BONDING COMPOUND AND FILL WITH NON-SHRINK GROUT. FOR ADDITIONAL POST-TENSIONING NOTES AND DETAILS, SEE BC-798M.
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DATE
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OF
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FRANKLIN
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BRG
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ANTRIM TOWNSHIP
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CULVERT NOTES
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REGISTERED
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PE098241
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JARED RENZ PERRICONE
| Sheets and Views |
| 454180100_BID-Cover |
| 454180100_BID-Site #1 Plan |
| 454180100_BID-Site #1 Profiles |
| 454180100_BID-Site #1 Culvert Details |
| 454180100_BID-Site 2 Plan |
| 454180100_BID-Site #2 Profiles |
| 454180100_BID-Site #2 Culvert Details |
| 454180100_BID-Culvert Details |
| 454180100_BID-Culvert Details and notes |
File details come from the government source that posted it. Updated .