1-RC 0004.039 North Street Bridge Replacement Plan Drawings 2026.09.10.pdf

PDF 13 MB Posted Sep 17, 2026

Attached to: Contract No. 26-01 - North Street Bridge Replacement
Solicitation number: Not on record
Issued by: Washington County, Mcmurray CDP, Pennsylvania

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Written by GovTribe AI · Sep 30, 2026

North Street Bridge Replacement Project Summary

This is a bidding document set containing plan drawings for the North Street Bridge Replacement project in Robinson Township, Washington County, Pennsylvania. The project involves the complete replacement of an existing concrete bridge on North Street in McDonald, Pennsylvania with a new aluminum box culvert structure. The drawing set includes 12 comprehensive sheets: a title sheet, existing conditions plan, demolition plan with photographs, proposed site plan, sections and details, construction and erosion and sediment control details, and erosion and sediment control plans with specifications. A non-mandatory pre-bid meeting is scheduled for Tuesday, October 13, 2026, at 10:00 AM at the bridge location (617 North Street, McDonald, Pennsylvania 15057, coordinates N40.378409, W80.242877). Sealed bids must be submitted online through the PennBid Program (www.PennBid.net) by 2:00 PM prevailing time on Thursday, October 29, 2026. All bidding documents are available online at no cost through PennBid. Robinson Township reserves the right to award the contract within 90 days from the bid opening date and retains the right to reject any or all bids or waive any defects, errors, or irregularities.

Proposals must be accompanied by a certified check or bidder's bond from a Pennsylvania-authorized surety company equal to 10 percent of the total proposal amount as a guarantee. The project encompasses site preparation, utility coordination with multiple providers (Columbia Gas, Comcast, Midway Sewerage Authority, PA American Water, Robinson Township Storm Sewers, and West Penn Power), demolition of the existing structure, installation of erosion and sediment control measures including compost filter socks and temporary dams, construction of the new bridge infrastructure with guide rail systems and riprap apron, and final grading with permanent seeding and mulching. The design includes temporary dewatering operations using pumped water filter bags and specific erosion control details complying with Pennsylvania Department of Environmental Protection standards and Pennsylvania One Call System requirements for utility notification.

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104 BROADWAY AVE.

CARNEGIE, PA 15106

412.886.5000 www.redconengineering.com

ROBINSON TOWNSHIP, PA

WASHINGTON COUNTY

DRAWING LIST

DWG. NO. DESCRIPTION

TS.01 TITLE SHEET

C.01 EXISTING CONDITIONS PLAN

C.02 DEMOLITION PLAN

C.03 DEMOLITION PHOTOS

C.04 PROPOSED SITE PLAN

C.05 SECTIONS AND DETAILS

C.06 CONSTRUCTION AND E&S DETAILS AND NOTES

ES.01 EROSION AND SEDIMENT CONTROL PLAN

ES.02 EROSION AND SEDIMENT CONTROL DETAILS

LOCATION MAP

NOT TO SCALE

REFERENCE ONLY

(USGS)

ROBINSON TOWNSHIP

NORTH STREET

BRIDGE REPLACEMENT

Know what's below.

before you dig.Call

PA ONE CALL TICKET #:

20243452586

SITE LOCATION MAP

NOT TO SCALE

REFERENCE ONLY

(GOOGLE MAPS)

SITE LOCATION

COLUMBIA GAS OF PENNSYLAVNIA

121 CHAMPIONS WAY, CANONSBURG, PA 15317

888-460-4332

GAS

UTILITY LIST

COMCAST

100 SIENA DRIVE #120,PITTSBURGH, PA 15242

800=266-2278

CABLE

MIDWAY SEWERAGE AUTHORITY

99 ST. JOHN STREET, SUITE 2, MIDWAY, PA 15060

724-796-5936

SANITARY

PA AMERICAN WATER

300 GALLEY ROAD, McMURRAY, PA 15317 724-746-6412

WATER

ROBINSON TOWNSHIP

8400 NOBLESTOWN ROAD, McDONALD, PA 15057 724-926-8700

STORM

SEWERS

WEST PENN POWER

401 COYLE CURTIN ROAD, MONONGAHELA, PA 15063

800-686-0021

ELECTRIC

JOB:

DWG:

TS.01

DATE:

REV. DATEDESCRIPTION

SEAL:

DRAWING STATUS:

BID

SITUATE IN:

ROBINSON TOWNSHIP, WASHINGTON COUNTY

PENNSYLVANIA

CLIENT:

ROBINSON TOWNSHIP

8400 NOBLESTOWN ROAD

MCDONALD, PENNSYLVANIA 15057

0004-039

09/10/26

SAN

STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM

STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM

O H

N/F

SHERRON & RAYMOND SWEETIE

623 NORTH STREET

PARCEL ID.: 550-020-03-00-0002-00

N/F

JUSTIN T. WOLLETT & MICHELLE L. KREIS

617 NORTH STREET

PARCEL ID.: 550-020-03-00-0003-00

N/F

ELSIE KOVACH & SANDRA K MCCLOUD

& PATRICIA CROWLEY

529 VALLEY STREET

PARCEL ID.: 550-020-03-00-0007-00

N/F

ROBERT HART

NORTH STREET

PARCEL ID.: 550-020-03-00-0006-00

ROBB R

UN (W

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NORTH STREET(ASPHALT, R.O.W. WIDTH VARIES)

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IN ACCORDANCE WITH THE PENNSYLVANIA UNDERGROUND UTILITY LINE PROTECTION LAW, ACT 287 OF1974 AS AMENDED BY ACT 199 OF 2004, THE CONTRACTOR MUST NOTIFY ALL UTILITY COMPANIES PRIOR TO EXCAVATION FOR FIELD LOCATION AND SIZE CONFORMATION. AT LEAST THREE (3) DAYS NOTIFICATION PRIOR TO THE ACTUAL START OF EXCAVATION IS REQUIRED. UTILITIES CAN BE NOTIFIED THROUGH THE

PENNSYLVANIA ONE CALL SYSTEM, INC. BY CALLING 1-800-242-1776.

0' 5' 10'EXISTING CONDITIONS

LEGEND

G G G

OH OH OH

EXISTING UTILITY POLE

EXISTING GASLINE

EXISTING OVERHEAD WIRE

EXISTING WATER LINE

EXISTING EDGE OF ROAD

UTILITY EASEMENT

FLOODWAY BOUNDARY LINE

PROPERTY LINE

STM STMEXISTING STORM SEWER

SAN SANEXISTING SANITARY SEWER

GENERAL NOTES:

1. THE EXISTING SURFACE IS SOLELY LIDAR. NO TOPOGRAPHICAL SURVEY WAS

CONDUCTED ON THE SITE.

2. PROPERTY LINES WERE OBTAINED FROM WASHINGTON COUNTY TAX MAPS

AND ARE TO BE USED AS GENERAL REFERENCE.

0004-039

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GLA

KRS

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STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM

STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM

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N/F

SHERRON & RAYMOND SWEETIE

623 NORTH STREET

PARCEL ID.: 550-020-03-00-0002-00

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LOD LOD LOD LOD LOD LOD LOD

LOD LOD LOD LOD

LODLODLODLODLODLOD

LOD

LODLODLODLOD

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EXISTING GASLINE

EXISTING OVERHEAD WIRE

EXISTING WATER LINE

EXISTING EDGE OF ROAD

UTILITY EASEMENT

FLOODWAY BOUNDARY LINE

PROPERTY LINE

STM STMEXISTING STORM SEWER

SAN SANEXISTING SANITARY SEWER

LOD LODPROPOSED LIMITS

OF DISTURBANCE

GENERAL NOTES:

1. THE EXISTING SURFACE IS SOLELY LIDAR. NO TOPOGRAPHICAL SURVEY WAS

CONDUCTED ON THE SITE.

2. PROPERTY LINES WERE OBTAINED FROM WASHINGTON COUNTY TAX MAPS

AND ARE TO BE USED AS GENERAL REFERENCE.

SCALE:

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PENNSYLVANIA ONE CALL SYSTEM, INC. BY CALLING 1-800-242-1776.

DEMOLTION PLAN

LEGEND

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2'1' 1'0

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SECTION SECTION

0004-039

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DEMOLITION PHOTO

DEMOLITION PHOTODEMOLITION PHOTO

DEMOLITION PHOTO DEMOLITION PHOTO

SAN

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N/F

SHERRON & RAYMOND SWEETIE

623 NORTH STREET

PARCEL ID.: 550-020-03-00-0002-00

N/F

JUSTIN T. WOLLETT & MICHELLE L. KREIS

617 NORTH STREET

PARCEL ID.: 550-020-03-00-0003-00

N/F

ELSIE KOVACH & SANDRA K MCCLOUD

& PATRICIA CROWLEY

529 VALLEY STREET

PARCEL ID.: 550-020-03-00-0007-00

N/F

ROBERT HART

NORTH STREET

PARCEL ID.: 550-020-03-00-0006-00

ROBB R

UN (W

WF)

NORTH STREET(ASPHALT, R.O.W. WIDTH VARIES)

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UN (W

NORTH STREET(ASPHALT, R.O.W. WIDTH VARIES)

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GENERAL NOTES:

1. THE EXISTING SURFACE IS SOLELY LIDAR. NO TOPOGRAPHICAL SURVEY WAS

CONDUCTED ON THE SITE.

2. PROPERTY LINES WERE OBTAINED FROM WASHINGTON COUNTY TAX MAPS

AND ARE TO BE USED AS GENERAL REFERENCE.

PENNSYLVANIA ONE CALL SYSTEM, INC. BY CALLING 1-800-242-1776.

0' 5' 10'

PROPOSED SITE PLAN

EXISTING UTILITY POLE

EXISTING GASLINE

EXISTING OVERHEAD WIRE

EXISTING WATER LINE

EXISTING EDGE OF ROAD

UTILITY EASEMENT

FLOODWAY BOUNDARY LINE

PROPERTY LINE

STM STMEXISTING STORM SEWER

SAN SANEXISTING SANITARY SEWER

LOD LODPROPOSED LIMITS

OF DISTURBANCE

12CFS 12CFSPROPOSED 12IN COMPOST

FILTER SOCK

PROPOSED CONCRETE

WASHOUT

LEGEND

G G G

OH OH OH

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GUIDE RAIL PLAN DETAIL

LONG SPAN GUIDERAIL DETAIL

PRECAST FOUNDATION DETAIL

HEADWALL ATTACHMENT DETAIL

CONTECH WINGWALL TIE-BACK DETAIL

GUIDE RAIL TERMINATION DETAIL

SECTION SECTION

0004-039

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EROSION CONTROL BLANKET INSTALLATION

COFFERDAM

RIPRAP APRON AT EXISTING CHANNEL

SCALE:

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09/10/25

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ASPHALT DETAIL

NOT TO SCALE

N/F

SHERRON & RAYMOND SWEETIE

623 NORTH STREET

PARCEL ID.: 550-020-03-00-0002-00

ASPHALT

NORTH STREET

R.O.W. WIDTH VARIES

N/F

JUSTIN T. WOLLETT & MICHELLE

L. KREIS

617 NORTH STREET

PARCEL ID.: 550-020-03-00-0003-00

N/F

ELSIE KOVACH & SANDRA K

MCCLOUD & PATRICIA CROWLEY

529 VALLEY STREET

PARCEL ID.: 550-020-03-00-0007-00

N/F

ROBERT HART

NORTH STREET

PARCEL ID.: 550-020-03-00-0006-00

N/F

ROBERT HART

535 VALLEY STREET

PARCEL ID.: 550-020-03-00-0056-00

ROBB RUN (W

WF)

GRAVEL

CONCRETE

C O

SAN

C O

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STM STM STM STM STM

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ASSUMED 50' FLOODWAY

LODLO

LODLODLODLOD

LOD

LODLODLODLOD

LOD LOD

LOD

LOD LOD

LOD

LOD LOD LOD

PROPOSED

TEMPORARY DAM

PUMPED WATER

FILTER BAG

LIMITS OF DISTURBANCE

0.093 AC DISCHARGE PIPE

(12IN DIA)

PUMP

INTAKE PIPE

PUMP

PROPOSED

TEMPORARY DAM

PROPOSED

R-5 RIP RAP

PROPOSED

12" CFS

NORTH STREET - EXISTING CONCRETE BRIDGE

NORTH STREET - PROPOSED ALUMINUM BOX CULVERT

E R

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ES.02

STANDARD CONSTRUCTION DETAIL #4-1

COMPOST FILTER SOCK

Organic Matter Content Organic Portion pH

Moisture Content Particle Size Soluble Salt Combination

25% - 100% (dry weight basis) Fibrous and elongated

5.5 - 8.5

30% - 60% 30% - 50% pass through 3/8" sieve

5.0 dS/m (mmhos/cm) Maximum

Compost Standards Table 4.2

Material Type 3 mil HDPE 5 mil HDPE 5 mil HDPE Multi-Filament Polypropylene

(MFPP)

Heavy Duty Multi-Filament Polypropylene

(HDMFPP)

Material

Characteristics Photo-degradable Bio-degradable Photo-degradable Photo-degradable Photo-degradable

Sock Diameters

12" 18"

12" 18" 24" 32"

Mesh Opening 3/8" 1/8"3/8" 3/8" 3/8" Tensile

Strength 202 psi26 psi 26 psi 44 psi

Ultraviolet Stability % Original

Strength

(ASTM G-155)

23% at 1000 hr.

100% at 1000 hr.

Minimum Functional Longevity

6 months 9 months 6 months 1 year 2 years

Compost Sock Fabric Minimum Specifications Table 4.1

Two-ply systems HDPE biaxial net

Continuously wound Fusion-welded junctures

3/4" x 3/4" Max. aperture size Composite Polypropylene Fabric

(Woven layer and non-woven fleece mechanically fused via needle punch)

3/16" Max. aperture size Sock fabrics composed of burlap may be used on projects lasting 6 months or less.

Inner Containment Netting

Outer Filtration Mesh

ABOVE RATES MAY VARY IF SOIL TEST COMPLETED.

N O T E S :

FERTILIZER: APPLY FERTILIZER OF ANALYSIS 10-10-10 AT A RATE OF 500LBS PER ACRE FOR TEMPORARY SEEDING APPLICATIONS. APPLY FERTILIZER OF ANALYSIS 10-20-20 AT A RATE OF 900-1000 POUNDS PER ACRE FOR PERMANENT APPLICATIONS.. LIME: APPLY AGRICULTURAL LIMESTONE AT A RATE OF 1 TON PER ACRE FOR

TEMPORARY SEED MIXTURES AND 6 TONS PER ACRE FOR PERMANENT SEED MIXTURES.

ALL LAWN AND SLOPE AREAS SHALL HAVE A MINIMUM OF 4" TOPSOIL INSTALLED.

TEMPORARY SEED MIXTURE (ALL AREAS)

WEIGHT

PERMANENT SEED MIXTURE

% BY

* KENTUCKY BLUEGRASS MIXTURE

* CREEPING RED FESCUE/CHEWING FESCUE

SPREAD SEED AS FOLLOWS:

FORMULA B - MARCH 15 TO JUNE 1

* PERENNIAL RYEGRASS MIXTURE

FORMULA B

AUGUST 1 TO OCTOBER 15

FORMULA AND SPECIES

FORMULA E

VAR. KENTUCKY)

FORMULA E - MARCH 15 TO OCTOBER 15

SPREAD SEED AS FOLLOWS:

RYEGRASS 100

FORMULA AND SPECIES

MAX % SEEDING RATE

21.0 TOTAL

LBS. PER 1000 SY

SEEDING FORMULA MUST COMPLY

WITH PaDOT FORM 408, SECTION 804

0.208098 0.158598

WEED SEEDPURITY GERMINATION

0.159098 11.0 6.0 4.0

WITH PaDOT FORM 408, SECTION 804

SEEDING FORMULA MUST COMPLY

0.159098 10.0

MULCH MUST COMPLY WITH

PaDOT FORM 408, SECTION 805

PLACE MULCH IMMEDIATELY AFTER SEEDING OR WITHIN 48 HOURS AFTER SEEDING IS COMPLETED. PLACE HAY OR STRAW UNIFORMLY, IN A CONTINUOUS BLANKET, AT A MINIMUM RATE OF 1200 POUNDS PER 1000 SQ. YDS. (3 TON PER ACRE). A MULCH BINDER SHALL BE APPLIED ON ALL SLOPES GREATER THAN 3:1. THE MULCH BINDER SHALL BE RECYCLED CELLULOSE FIBER CONFORMING TO PaDOT FORM 408, SECTION 805.2(b). THE APPLICATION RATE FOR THE RECYCLED CELLULOSE FIBER BINDER SHALL BE 160 lbs/1,000 SQ. YDS.

STRAW: EITHER WHEAT OR OAT STRAW, REASONABLY FREE OF VIABLE SEED, WELL-CURED TO LESS THAN 20%

MOISTURE CONTENT, BY WEIGHT.

HAY: TIMOTHY HAY, MIXED CLOVER AND TIMOTHY HAY, OR OTHER ACCEPTABLE NATIVE OR FORAGE GRASSES, WELL-CURED TO LESS THAN 20% MOISTURE CONTENT, BY WEIGHT.

MULCHES

FERTILIZER AND LIME

WEIGHT

% BY MAX % SEEDING RATE

LBS. PER 1000 SYWEED SEEDPURITY GERMINATION

MINIMUM %

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STANDARD CONSTRUCTION DETAIL #3-15

SANDBAG DIVERSION DAM OR COFFERDAM

STANDARD CONSTRUCTION DETAIL #3-16

PUMPED WATER FILTER BAG

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Sheets and Views

TS.01

File details come from the government source that posted it. Updated Sep 30, 2026.