1-T-670 (Railroad Street) over Lycoming Creek Plans.pdf
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- Attached to
- Sediment Deposit Removal and Bridge Repairs
- Solicitation number
- Not on record
- Issued by
- Lycoming County, Morrisdale CDP, Pennsylvania
About this file
This is an engineering plan document for the T-670 (Railroad Street) Bridge over Lycoming Creek rehabilitation project in McIntyre Township, Lycoming County, Pennsylvania. The project involves a 2-span continuous composite prestressed spread box beam bridge rehab and is identified as Bridge No. 105 (STR ID: 41-7222-0670-0105, BRKEY: 41717). The scope of work includes concrete repairs to parapets, sidewalks, and curbs; sediment deposit removal from the streambed; mill and overlay of approach roadways; sealing joints between approach roadways and bridge deck; cleaning and epoxy sealing of concrete diaphragms on both sides of the pier; cleaning and flushing of concrete bridge deck, parapets, and sidewalks; and application of protective coating to bridge deck, parapets, and sidewalks. The plan sheets were prepared by Larson Design Group and bear a date of September 23, 2026. Sealed bids are due by Wednesday, November 11, 2026, at 5:00 p.m. EST, with bids to be opened on Thursday, November 12, 2026, at 10:00 a.m. EST. Sediment deposit removal must be completed by December 31, 2026, with the remainder of work completed by June 4, 2027. Bids must be submitted via PennBid and mailed or delivered to the Lycoming County Controller's Office.
Bid security equal to ten percent of the total bid amount is required and will be released to unsuccessful bidders within 120 days of bid opening. All bids shall remain firm for 60 days after the opening date. Pennsylvania Department of Transportation prequalification is required, specifically in work class code S2 for the repair of concrete or steel bridges. Pennsylvania prevailing wage rates apply to this contract. The project is supported by the county and follows all PA One-Call System requirements, with contractors required to contact the system three to ten days prior to excavation activities (Serial No. 20262383696-000 for McIntyre Township). The Lycoming County Board of Commissioners reserves the right to accept or reject any or all bids or portions thereof as deemed in the best interest of the county.
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REVISIONS
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BMS STR ID: 41-7222-0670-0105 MPMS/ECMS PROJ: N/A BRKEY: 41717
LYCOMING COUNTY
MCINTYRE TOWNSHIP
OVER LYCOMING CREEK
2-SP CONTINUOUS COMP P/S SPREAD BOX BEAM BRIDGE REHAB
T-670 (RAILROAD STREET)
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SEE DETAIL A
SEE DETAIL B
SEE DETAIL C
SEE DETAIL DSEE DETAIL E
PO
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8'-6"±
33'-1"±
47'-6"±
60'-7"± REMOVE AND
REPLACE SIDEWALK
6'-0"± LONG
REMOVE AND
REPLACE SIDEWALK
6'-0"± LONG
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130'-0"± LIMITS OF REMOVAL
96'-0"± LIMITS OF REMOVAL
STA AHEAD
"±8
83'-2 "±8
83'-2
EXISTING ROCK
(TYP)
ELEV 831.41
(ELEV 832.00)
ELEV 826.94
(ELEV 827.53)
ELEV 829.63
(ELEV 830.22)
ELEV 829.44
(ELEV 830.03)
ELEV 829.66
(ELEV 830.25)
ELEV 830.07
(ELEV 830.66)
ELEV 831.03
(ELEV 831.62)
ELEV 831.41
(ELEV 832.00)
DESIGNED
EXISTING
STREAMBED
STREAMBED
WSE AT INLET = 830.60
- MILL AND OVERLAY
- AREA OF SEDIMENT REMOVAL
LEGEND
GENERAL PLAN
PLAN
25 25 0 FEET
1 2- SIDEWALK REMOVAL AND REPLACE
ELEV XXX.XX
(ELEV XXX.XX)
- NAVD88 ELEVATION
- (NVGD ELEVATION FROM DESIGN DRAWING)
ELEVATION
25 25 0 FEET
CONCRETE REPAIR NOTES
SCOPE OF WORK
CONCRETE REPAIRS TO PARAPETS, SIDEWALK AND CURB.
SEDIMENT DEPOSIT REMOVAL.
MILL AND OVERLAY APPROACH ROADWAYS.
SEAL JOINTS BETWEEN APPROACH ROADWAYS AND BRIDGE DECK.
CLEAN AND EPOXY SEAL THE CONCRETE DIAPHRAGM ON BOTH SIDES OF PIER.
CLEAN AND FLUSH CONCRETE BRIDGE DECK, PARAPETS AND SIDEWALKS.
APPLY PROTECTIVE COATING TO THE BRIDGE DECK, PARAPETS AND SIDEWALKS.
REINFORCEMENT BARS (IF ANY).
WITH 3/4" SAWCUTS. EXCERCISE CARE SO AS NOT TO CUT EXISTING
PRIOR TO REMOVAL OF DETERIORATED CONCRETE, OUTLINE THE AREA
DO NOT USE PNEUMATIC HAMMERS HEAVIER THAN 15 LBS.
INTEGRITY OF THE SUPERSTRUCTURE.
REMOVE DETERIORATED CONCRETE WHILE MAINTAINING THE STRUCTURAL
FORM UP EACH FACE OF THE PARAPETS.
IN PLACE DURING REMOVAL OPERATIONS.
THOROUGHLY CLEAN ANY EXPOSED REINFORCEMENT THAT IS TO REMAIN
FOREIGN MATTER.
THOROUGHLY CLEAN THE EXISTING SURFACES OF LOOSE CONCRETE AND
CONTACT WITH NEW CEMENT CONCRETE.
APPLY BONDING COMPOUND TO EXISTING CONCRETE THAT WILL COME IN
MIX FROM A MANUFACTURER LISTED IN BULLETIN 15.
POUR CLASS A SELF-CONSOLIDATING CONCRETE OR AN APPROVED BAG
CONCRETE.
PROVIDE A SMOOTH TROWEL FINISH TO ALL EXPOSED SURFACES OF
GENERAL NOTE
ADDITIONAL INFORMATION IS AVAILABLE AT https://www.pa1call.org/PA811/Public/.
PHONE 1-800-242-1776, SERIAL NO. 20262383696-000 FOR McINTYRE TOWNSHIP.
OF THE PROJECT, THE CONTRACTOR MUST CONTACT THE PA ONE-CALL SYSTEM, INC.,
THREE TO TEN DAYS PRIOR TO EXCAVATION BASED ON THE COMPLEXITY
EXISTING STREAMBED
6" (TYP)
(TO WITHIN 6" OF NORMAL W.S.E.)
GRAVEL BAR/SEDIMENT REMOVAL
NOT TO SCALE
TYPICAL GRAVEL BAR/SEDIMENT REMOVAL
11-03-2022BC-788MTYPICAL WATERPROOFING AND EXPANSION DETAILS
01-31-2019BC-783MREINFORCED CONCRETE REPAIR
11-03-2022BC-752MCONCRETE DECK SLAB DETAILS
02-10-2026RC-11MCLASSIFICATION OF EARTHWORK FOR STRUCTURES
APP. DATEDWG. NO.DESCRIPTION
SUPPLEMENTAL DRAWINGS
WILLIAMSPORT, PA 17701
1000 COMMERCE PARK DRIVE
LARSON DESIGN GROUP
PREPARED BY
REG. PROF. ENGINEER
ENGINEER
PROFESSIONAL
REGISTERED
P E
N N
S Y LVA
N
I A
C O
M
M O
NWEALT
H
F
PE095345
MATTHEW TYLER MILLER
DATE
09/23/202609/23/2026
REVISIONS
Mark Description By Chk'd Recm'd. Date
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BMS STR ID: 41-7222-0670-0105 MPMS/ECMS PROJ: N/A BRKEY: 41717
LYCOMING COUNTY
MCINTYRE TOWNSHIP
OVER LYCOMING CREEK
2-SP CONTINUOUS COMP P/S SPREAD BOX BEAM BRIDGE REHAB
T-670 (RAILROAD STREET)
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ENGINEER
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REGISTERED
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MATTHEW TYLER MILLER
PE095345
INFORMATION
OR
DRAWING
PRELIMINARY
and content are subject to change.
used for reference purposes only, as details
This drawing and/or information shall be
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1'-3"±
DETAIL A
6 0 6 12 INCHES
NEAR LEFT PARAPET ELEVATION
DETAIL B
6 0 6 12 INCHES
NEAR LEFT PARAPET ELEVATION
DETAIL C
6 0 6 12 INCHES
FAR RIGHT PARAPET ELEVATION
DETAIL D
6 0 6 12 INCHES
FAR RIGHT SIDEWALK ELEVATION
DETAIL E
6 0 6 12 INCHES
NEAR RIGHT SIDEWALK PLAN
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B
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T O
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±3
9"±
EXISTING MODIFIED
DEFLECTION JOINT
- EXISTING SPALLS (TO BE REPAIRED)
- REPAIR AREAS (RETAIN ALL REINFORCEMENT)
LEGEND
4'-0"± x FULL DEPTH
5'-0"±
5'-1"±
DETAIL E
6 0 6 12 INCHES
NEAR RIGHT SIDEWALK SECTION
1'-0"± x FULL DEPTH
1'-2"± x
FULL DEPTH
2'-0"±9"± 1'-3"±
1'-0"±
7 1/2"±
PROVIDE MODIFIED DEFLECTION JOINT
AT JOINT REPAIR PER BC-752M
RETAIN THE BASE PLATE AND ANCHOR BOLTS.
SEAL AROUND THE BASE PLATE WITH CAULKING
COMPOUND CONFORMING TO PUBLICATION 408,
SECTION 705.7(b).
FRONT FACE OF
CURB - MATCH
EXISTING
STRUCTURE DETAILS
2. COAT ALL DIAPHRAGMS AND EXPOSED REINFORCEMENT BARS WITH EPOXY RESIN.
1. PRESSURE WASH/CLEAN ALL DIAPHRAGMS ON BOTH SIDES THE PIER.
NOTES:
2 2
S-23838 (APPROVED 6/19/2001)
COST AND/OR QUANTITIES OF WORK TO BE PERFORMED MAY DIFFER FROM THOSE INDICATED.
PURPOSES, THERE IS NO EXPRESSED OR IMPLIED AGREEMENT THAT THE INFORMATION IS CORRECTLY SHOWN. THE
CONTRACT AND IS NOT TO BE CONSIDERED A BASIS FOR COMPUTATION OF THE UNIT PRICES USED FOR BIDDING
THE INFORMATION SHOWN ON THE PLANS FOR THE EXISTING BRIDGE IS NOT PART OF THE PLANS, PROPOSAL, OR
CONDITIONS THAT YOU WILL ENCOUNTER IN THE FIELD.
MADE AVAILABLE TO YOU BY THE COUNTY OR IT'S AUTHORIZED AGENTS AS POSITIVE REPRESENTATIVES OF ANY OF THE
DO NOT CONSIDER ANY OF THE DATA ON THE EXISTING STRUCTURE SUPPLIED IN THE ORIGINAL DESIGN DRAWINGS OR
BRIDGE REHABILITATION NOTES:
09/23/2026
| 9.23.26 GP |
| 9.22.26 DETAIL |
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