1-2026.05.11 Plans.pdf

PDF 3 MB Posted May 19, 2026

Attached to: Contract No. 26-01 – Veterans Park Improvements
Solicitation number: Not on record
Issued by: Washington County, Pennsylvania

About this file

Written by GovTribe AI · May 21, 2026

This is a site plan and technical drawing document for Veterans Park Improvements, a construction project for Burgettstown Borough in Washington County, Pennsylvania. The project involves improvements to Veterans Park located at the intersection of Main Street and Railroad Street in Burgettstown. The work includes demolition of existing concrete sidewalks and curbs, installation of new concrete sidewalks (3.5 feet wide) and curbs, concrete pads (5 feet by 8 feet), yard drainage improvements, paver retaining walls as needed for site leveling, and utility coordination. A non-mandatory pre-bid meeting is scheduled for Tuesday, May 19th, 2026 at 10:00 AM at Veterans Park. Sealed bids are due online via PennBid on Friday, June 5th, 2026, with results made available through the same platform. The owner reserves the right to award the contract within ninety days from the bid opening date and retains the right to reject any and all bids or waive any defects or irregularities in submissions.

Bidders must submit a certified check or bidder's bond from a Pennsylvania-authorized surety company equal to ten percent of the total proposal amount as a guarantee. All bidding documents are available at no cost on www.PennBid.net. The plans specify technical requirements including concrete specifications (Class "A"), ADA-compliant truncated dome standards for crosswalks, AASHTO aggregate materials, and proper utility notification procedures in compliance with Pennsylvania Act 38. The contractor must coordinate with the owner regarding yard drain installation, which will be completed by the owner prior to construction. The site is situated on property parcel 070-006-00-02-0025-00 and includes existing monuments and flagpoles that will remain on site.

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2-2026.05.11 Specifications.pdf	PDF	May 19, 2026

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104 BROADWAY STREET

CARNEGIE, PA 15106

412.886.5000 www.redconengineering.com

JOB:

DWG:

TS.01

DATE:

REV. DATEDESCRIPTION

SEAL:

DRAWING STATUS:

BID

SITE VICINITY MAP

NOT TO SCALE

(GOOGLE MAPS)

SITUATE IN:

BURGETTSTOWN BOROUGH

WASHINGTON COUNTY, PA

CLIENT:

BURGETTSTOWN BOROUGH

1509 MAIN STREET

BURGETTSTOWN, PA 15021

0001-014

5/11/2026

VETERANS PARK IMPROVEMENTS

VETERANS PARK

BURGETTSTOWN BOROUGH

WASHINGTON COUNTY, PENNSYLVANIA

N N

BURGETTSTOWN BOROUGH

Know what's below.

before you dig.Call

SITE LOCATION

USGS LOCATION MAP

1" = 2000'

BURGETTSTOWN QUADRANGLE

SITE LOCATION

AutoCAD SHX Text *Before you dig anywhere in Pennsylvania STOP!

AutoCAD SHX Text Call PA. One-Call at 811 or 1-800-242-1776 Toll Free

AutoCAD SHX Text for actual field utility locations.

AutoCAD SHX Text these conditions involve the entire Commonwealth.

AutoCAD SHX Text NOTE: The utility locations shown on this plan are approx.

AutoCAD SHX Text locations only as per utility company information

AutoCAD SHX Text Pennsylvania Act 38 (1991) requires no less than 3 working days notice nor

AutoCAD SHX Text more than 10 working days notice from excavators who are about to dig, AutoCAD SHX Text drill, blast, auger, bore, grade, trench, or demolish when in the construction

AutoCAD SHX Text phase. A designer is required to give no less than 10 working days nor more

AutoCAD SHX Text than 90 working days notice when engaged in the design phase. Both of

AutoCAD SHX Text and information supplied by the PA One Call System.

SCALE:

JOB:

DWG:

C.01

E X

C O

N D

N S

A N

D S

P L

A N

DATE:

DGN:

DWN:

CHK:

APP:

ACW

NER

KRS

1" = 20'

R E

D A

T E

D E

S C

R O

A D

W A Y S

T R

E E T

C A R

N E G

P A

.5 w w w .r ed co ne ng in ee rin g.

co m

SEAL:

DRAWING STATUS:

BID

0001-014

5/11/26

V E

T E

R A

N S

P A

R K

R O

V E

M E

N T

S B

U R

G E

T T

S T

O W

N B

O R

O U

G H

W A

S H

T O

N C

O U

N T

Y P

E N

N S

A N

GRAPHIC SCALE

( IN FEET )

EQUIVALENT).

AND CASTING R-3591 (OR APPROVED

USE NEENAH FOUNDARY COMPANY FRAME

NOTE:

15/16"x10

1 3/16"

3/4"

22 1/2"x22 1/2"

26 1/4"x26 1/4"

1 3/4"

24"x24"

24"

38 1/2"

22 1/2"2" 8" 8" 2"

6" 6"

2"8"8"2" 22 1/2"

38 1/2"

24"

AASHTO #57 AGGREGATE

GRADED AGGREGATE

ALL BACKFILL TO BE

CONCRETE

YARD DRAIN WITH STANDARD GRATE

DETAIL

1/2" SLOTS

PRECAST

BOX

SECTION A-A

A A

N.T.S.

PENNDOT #2A COMPACTED

IN 8" LOOSE LIFTS IN PAVED

PIPE

O.D.

PAVING COURSES

BEDDING AASHTO #57

OR PENNDOT #2B IN

MAGNETICALLY DETECTABLE MARKER

TAPE, PLACE 12" BELOW FINISHED

GRADE IN UNPAVED AREAS & 6"

BELOW PAVEMENT SUBBASE IN

PAVED AREAS.

TRENCH IN

PAVED AREA

TRENCH IN

UNPAVED AREA

4" MIN. TOPSOIL

REPLACEMENT WITH

SEEDING & MULCHING

FINISHED GRADE

6" O

B E

D D

12"12"

V A

BEYOND 5' (HORIZONTALLY) OF

PAVED AREAS, BACKFILL MATERIAL

TO BE SUITABLE BACKFILL

COMPACTED IN 6" LOOSE LIFTS

PAVEMENT SUBBASE

PAVED AND UNPAVED AREAS

IN UNPAVED AREAS

FOR STORM SEWER

TRENCH DETAIL

IN PAVED AND UNPAVED AREAS

AREAS

N.T.S.

5'-6"

6"x6", #9 GAUGE

6" AASHTO NO. 57 LIMESTONE

OR AGGREGATE, NO SLAG PERMITTED

4" CLASS "A" CONC. SIDEWALK

EXISTING GRADE

CONCRETE SIDEWALK DETAIL

5" CLASS "A" CONC. SIDEWALK

ACROSS DRIVEWAYS

WELDED WIRE MESH

1/4" PER FOOT

SLOPE

1 1/2"

1 3/8"

SAWCUT 1 1/2"

1/8"

1/4"

CONTROL JOINT DETAIL

NOTE:

ALTERNATE CONTROL JOINTS EVERY 6'-0" C.C.

BETWEEN EXPANSION JOINTS

ALTERNATE EXPANSION JOINTS EVERY 18'-0" C.C.

CONCRETE SIDEWALK DETAIL

N.T.S.

NORTH MAIN STREET

RAILROAD STREET

M A

T R

E E

NORTH MAIN STREET

RAILROAD STREET

M A

T R

E E

DEMOLITION PLAN SITE PLAN

T O

R E

M A

CONC. WALK

TO BE REMOVED

LIMIT OF

REMOVAL

CONC. WALK & CURB

TO BE REMOVED

LIMIT OF

REMOVAL

CONC. WALK & CURB

TO BE REMOVED

NEW CONC. WALK

& CURB

LIMIT OF

REPLACEMENT

NEW CONC. WALK

& CURB

NEW 3.5' WIDE

CONC. WALK

5' x 8'

CONC. PAD

5' x 8'

CONC. PAD 8" N-12

PROPOSED

YARD DRAIN

DETAIL

8" CONCRETE CURB/FULL DEPTH

ASPHALT PAVEMENT

1/4" RAD. 7"

1"BATTER

3/4" RAD.

CURB LINE

12"

6" BROKEN STONE DRAIN

MAX. LENGTH FOR CURB CONSTR.

JOINTS = 10.0'

2 PLY TAR PAPER

#4 BAR -2"

FROM FACE

AND TOP (TYP.)

EXISTING

MONUMENT

EXISTING

FLAGPOLES

(TYP.)

8.33% SLOPE

UPWARD TO

LEVEL SITE

TRUNCATED DOMES SHALL BE NON-CONCRETE,

TRUNCATED DOME PER ADA STANDARDS.

COMPLIANT WITH ADA STANDARDS. COLOR SHALL

POLYMER, COMPOSITE, CAST IN PLACE UNITS

SECTION AND CONTRASTING COLOR WITH ADJACENT

BE UNIFORMLY INTEGRAL THROUGHOUT THE CROSS

WALKWAY SURFACES PER ADA STANDARDS.

8.33% SLOPE

DOWNWARD TO

LEVEL SITE

10'

NOTE:

PROPOSED YARD DRAIN TO BE INSTALLED BY

OWNER. CONTRACTOR TO COORDINATE

CONSTRUCTION FOR AFTER OWNER HAS INSTALLED

YARD DRAIN. YARD DRAIN SHOWN ON PLANS FOR

INFORMATIONAL USE ONLY

NOTE:

PROPOSED YARD DRAIN TO BE INSTALLED BY

OWNER. CONTRACTOR TO COORDINATE

CONSTRUCTION FOR AFTER OWNER HAS INSTALLED

YARD DRAIN. YARD DRAIN SHOWN ON PLANS FOR

INFORMATIONAL USE ONLY

PAVER RETAINING WALL, AS

NEEDED, 2.5' BEHIND

FLAGPOLES IN ORDER TO

MAKE SITE LEVEL AS

NEEDED; CONTRACTOR TO

INSTALL LEVELING PAD

UNDERNEATH PAVER

RETAINING WALL

AutoCAD SHX Text

AutoCAD SHX Text N37° 30' 00"E

AutoCAD SHX Text 16.00'

AutoCAD SHX Text S48° 30' 00"E

AutoCAD SHX Text 127.00'

AutoCAD SHX Text N48° 30' 00"W

AutoCAD SHX Text 188.00'

AutoCAD SHX Text S37° 30' 00"W

AutoCAD SHX Text 16.00'

AutoCAD SHX Text S37° 30' 00"W

AutoCAD SHX Text 78.00'

AutoCAD SHX Text S48° 30' 00"E

AutoCAD SHX Text 61.00'

AutoCAD SHX Text N37° 30' 00"E

AutoCAD SHX Text 78.00'

AutoCAD SHX Text N48° 30' 00"W

AutoCAD SHX Text 61.00'

AutoCAD SHX Text

GRAVEL DRIVE

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

8" CONC. CURB

AutoCAD SHX Text

8" CONC. CURB

AutoCAD SHX Text 070-006-00-02-0025-00

AutoCAD SHX Text

EX. INLET

AutoCAD SHX Text

8" CONC. CURB

AutoCAD SHX Text N37° 30' 00"E

AutoCAD SHX Text 16.00'

AutoCAD SHX Text S48° 30' 00"E

AutoCAD SHX Text 127.00'

AutoCAD SHX Text N48° 30' 00"W

AutoCAD SHX Text 188.00'

AutoCAD SHX Text S37° 30' 00"W

AutoCAD SHX Text 16.00'

AutoCAD SHX Text S37° 30' 00"W

AutoCAD SHX Text 78.00'

AutoCAD SHX Text S48° 30' 00"E

AutoCAD SHX Text 61.00'

AutoCAD SHX Text N37° 30' 00"E

AutoCAD SHX Text 78.00'

AutoCAD SHX Text N48° 30' 00"W

AutoCAD SHX Text 61.00'

AutoCAD SHX Text

GRAVEL DRIVE

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text

5.5' CONC. WALK

AutoCAD SHX Text

5.5' CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

8" CONC. CURB

AutoCAD SHX Text

8" CONC. CURB

AutoCAD SHX Text 070-006-00-02-0025-00

AutoCAD SHX Text

EX. INLET

AutoCAD SHX Text

8" CONC. CURB

AutoCAD SHX Text 070-006-00-02-0014-00

AutoCAD SHX Text 070-006-00-02-0015-00

AutoCAD SHX Text 070-006-00-02-0014-00

Sheets and Views

Model

File details come from the government source that posted it. Updated May 21, 2026.