2-2026-1-9 ESB Paving Layout Set.pdf
PDF 10 MB Posted
- Solicitation number
- Not on record
- Issued by
- Monroe County, Pennsylvania
About this file
This is a paving layout set and construction specification document prepared by UTRS Civil and Environmental Engineering for the Borough of East Stroudsburg, located in Monroe County, Pennsylvania. The project encompasses mill and overlay work on approximately 1,470 linear feet of Berwick Heights Road and 1,700 linear feet of Maple Avenue. The scope of work includes removing existing asphalt pavements, applying new bituminous wearing courses, repairing driveways and curbing, adjusting utility infrastructure, constructing temporary walkways and detours, and restoring disturbed grass areas. A non-mandatory pre-bid conference will be held on February 4, 2026, at 3:00 p.m. on-site in East Stroudsburg, with sealed bids due online via PennBid by 3:00 p.m. prevailing time on February 24, 2026. Bidding documents became available on January 13, 2026, at no cost through www.PennBid.net, though successful bidders are responsible for PennBid fees. The contractor is required to coordinate all work with underground utility companies, provide a minimum seven days' notice to property owners and occupants prior to work commencement, and maintain local access throughout the construction period.
Bid security of 10 percent of the total amount bid must be submitted in the form of a certified check, bank draft, or satisfactory bid bond payable to the Borough of East Stroudsburg. The project is funded through a Community Development Block Grant and is subject to the Borough's reservation of the right to increase or decrease quantities and add or delete items as required. The contractor bears responsibility for adjusting water valves, electric boxes, traffic sensors, and other items within the scope of work, with the Borough providing water valve and manhole risers and resetting storm inlets. Utility contact information for eight companies and agencies—including East Stroudsburg Borough, UGI Utilities Inc., PPL Electric Utilities Corporation, Metropolitan Edison Company, Verizon Business, USIC Locating Services, Pencor Services/Blue Ridge Communication, and East Stroudsburg Area School District—is provided for coordination purposes. Core sampling data is included to inform bidders of existing pavement conditions at four locations, with pavement thickness ranging from 4.5 inches to 5.5 inches depending on location.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Insurance requirements.pdf | ||
| 2026-07-09-Bid Plan Set.pdf | ||
| Subcontractor-if known.pdf | ||
| Bid Forms.pdf | ||
| Specifications - 2026-07-09.pdf | ||
| 1-Bid Forms- Appendix A Section 1.pdf | ||
| 3-Specifications.pdf |
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Text version
MAPLE AVENUE
CONSTRUCTION NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WORK WITH UNDERGROUND UTILITY COMPANIES/AGENCIES SUCH THAT
UNDERGROUND INTERFERENCES ARE LOCATED AND AVOIDED.
2. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING WATER VALVES, ELECTRIC BOXES, TRAFFIC SENSORS AND OTHER ITEMS WITHIN THE PROPOSED SCOPE OF WORK. WATER VALVES AND MANHOLE RISERS WILL BE PROVIDED BY THE BOROUGH. THE CONTACT FOR GAS RISERS IS PROVIDED. OTHER ITEMS WILL BE PROVIDED BY THE CONTRACTOR & INCLUDED IN THE ASPHALT WEARING COURSE COST. THE BOROUGH WILL
RESET THE STORM INLETS.
3. ALL OCCUPANTS AND PROPERTY OWNERS SHALL BE NOTIFIED OF SUCH CONSTRUCTION BY THE CONTRACTOR AT LEAST 7 DAYS PRIOR TO
WORK COMMENCEMENT. - NOTICE TO BE APPROVED BY BOROUGH.
4. ADEQUATE WARNING SIGNS AND BARRICADES SHALL BE PLACE AROUND ALL EXCAVATIONS. FLASHING LIGHTS OR ILLUMINATED DEVICES
SHALL BE EMPLOYED TO WARN MOTORISTS AND PEDESTRIANS AFTER DARK.
5. THE BOROUGH OF EAST STROUDSBURG RESERVES THE RIGHT TO INCREASE OR DECREASE QUANTITIES AND TO ADD OR DELETE ITEMS AS
REQUIRED.
6. TEMPORARY WALKWAYS AND DRIVEWAYS SHALL BE CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR TO PROVIDE PEDESTRIAN ACCESS AND DWELLING ACCESS TO ALL ENTRANCES WITH AS LITTLE INCONVENIENCE AS POSSIBLE. MAINTAIN LOCAL ACCESS WITHIN DETOUR AREA.
7. ALL FINAL GRADE OF PROPOSED WORK SHALL TIE INTO EXISTING GRADES OF SIDEWALK, CURB, PAVEMENT AND IMPROVEMENTS.
8. PROPOSED CURBING SHALL PROVIDE A SMOOTH TRANSITION INTO THE EXISTING CURB AT THE LOCATIONS SHOWN AND THE LIMIT OF
CONSTRUCTION SHALL BE AT EXISTING CONSTRUCTION JOINTS OR SAW CUT JOINTS.
9. THE BOROUGH IS RESPONSIBLE FOR REMOVING AND REPLACING ALL EXISTING SIGNS AS NECESSARY WITHIN THE WORK AREA.
10. DISTURBED GRASS AREAS WILL BE PROPERLY SEEDED AND MULCHED.
SURVEY NOTES:
1. EXISTING FEATURES SHOWN BASED ON AERIAL PHOTOGRAPHY PROVIDED BY PEMA 2025 ORTHOIMAGERY. THE HORIZONTAL DATUM IS PA STATE
PLANE NORTH (NAD83).
2. PROPERTY LINES AND RIGHT OF WAY LINES ARE SHOWN APPROXIMATELY AND ARE BASED ON DEEDS OF RECORD, RECORDED SUBDIVISION PLANS, ORDAINING ORDINANCES, INFORMATION PROVIDED BY PENNDOT, AND/OR THE MONROE COUNTY GIS. THESE PLANS DO NOT REPRESENT
A BOUNDARY SURVEY PERFORMED BY UTRS CIVIL AND ENVIRONMENTAL ENGINEERING.
UTILITY CONTACT INFORMATION AS FOLLOWS (FROM PA ONE CALL TICKET):
COMPANY: EAST STROUDSBURG BOROUGH
ADDRESS: 24 ANALOMINK STREET
EAST STROUDSBURG, PA 18301
CONTACT: LEE PHILIPS
PHONE: 570-421-2209
EMAIL: LEE.PHILIPS@EASTSTROUDSBURGBORO.ORG
COMPANY: EAST STROUDSBURG AREA SCHOOL DISTRICT
ADDRESS: 50 VINE ST
EAST STROUDSBURG, PA 18301
CONTACT: DARYLE MILLER
PHONE: 570-424-8500
EMAIL: DARYLE-MILLER@ESASD.NET
COMPANY: VERIZON BUSINESS FORMERLY MCI
ADDRESS: 7000 WESTON PKWY.
CARY, NC 27513
CONTACT: VICTOR WOOD
PHONE: 412-344-3901
EMAIL: VICTOR.S.WOOD@VERIZON.COM
COMPANY: USIC LOCATING SERVICES LLC
ADDRESS: 9045 N. RIVER ROAD SUITE 300
INDIANAPOLIS, IN 46240
CONTACT: USIC DISPATCH
PHONE: 800-778-9140
COMPANY: UGI UTILITIES INC
ADDRESS: 1 UGI DR.
DENVER, PA 17517
CONTACT: JAMES MAY
PHONE: 610-736-5994
EMAIL: JMAY@UGI.COM
COMPANY: PENCOR SERVICES/BLUE RIDGE COMMUNICATION
ADDRESS: 475 DELAWARE AVE
PALMERTON, PA 18071-0215
CONTACT: JOE BUCCIERI
PHONE: 610-826-9504
EMAIL: JBUCCIERI@BRCTV.COM
COMPANY: PPL ELECTRIC UTILITIES CORPORATION
ADDRESS: 437 BLUE CHURCH RD
PAXINOS, PA 17860
CONTACT: DOUG HAUPT
PHONE: 570-490-5684
EMAIL: DLHAUPT@PPLWEB.COM
COMPANY: METROPOLITAN EDISON CO / FIRSTENERGY CORPORATION
ADDRESS: 21 S. MAIN ST
AKRON, OH 44308
CONTACT: MELLYSSA ADAMS
PHONE: 330-604-4073
EMAIL: MADAMS@FIRSTENERGYCORP.COM
SHEET NO. DRAWING TITLE REVISION NO.
DATE LAST REVISED
C.C.01 COVER SHEET AND PAVING PLAN
C.DP.01 DETOUR PLANS AND PAVING DETAILS
ACT 187 UNDERGROUND UTILTY PROTECTION ACT
UTRS CIVIL AND ENVIRONMENTAL ENGINEERING. STATES THAT, PURSUANT TO THE PROVISIONS OF ACT NO.
287 OF 1974, AS AMENDED BY ACT 187 OF 1996, OF THE PENNSYLVANIA LEGISLATURE, IT HAS PERFORMED THE FOLLOWING IN PREPARING THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION WORK AT SITES
WITHIN THE POLITICAL SUBDIVISION(S) SHOWN ON THE DRAWINGS:
1. PURSUANT TO SECTION 4, CLAUSE (2) OF SAID ACT, UTRS CIVIL AND ENVIRONMENTAL
ENGINEERING REQUESTED FROM EACH USER'S OFFICE DESIGNATED ON SUCH LIST PROVIDED BY THE ONE CALL SYSTEM NOTIFICATION, THE INFORMATION PRESCRIBED BY SECTION 2, CLAUSE (4) OF SAID ACT, NO LESS THAN (10) NOR MORE THAN (90) WORKING DAYS BEFORE FINAL DESIGN IS
TO BE COMPLETED.
2. PURSUANT TO SECTION 4, CLAUSE (5) OF SAID ACT, UTRS CIVIL AND ENVIRONMENTAL
ENGINEERING HAS MET THEIR OBLIGATIONS OF CLAUSE (2) BY CALLING THE ONE CALL SYSTEM
SERVING THE LOCATION WHERE EXCAVATION IS TO BE PERFORMED.
3. PURSUANT TO SECTION 4, CLAUSE (3) OF SAID ACT, UTRS CIVIL AND ENVIRONMENTAL
ENGINEERING HAS SHOWN UPON THESE DRAWINGS “THE POSITION AND TYPE OF EACH LINE, AS DERIVED PURSUANT TO THE REQUEST MADE AS REQUIRED BY CLAUSE (2), THE SERIAL NUMBER
PROVIDED BY THE ONE CALL SYSTEM, THE TOLL-FREE ONE CALL SYSTEM PHONE NUMBER, AND
THE NAME OF THE USER, THE USER'S DESIGNATE OFFICE ADDRESS AND PHONE NUMBER AS
SHOWN ON THE LIST REFERRED TO IN SECTION 4, CLAUSE (5) OF SAID ACT.”
AND UTRS CIVIL AND ENVIRONMENTAL ENGINEERING DOES NOT MAKE ANY REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTEE THAT THE INFORMATION RECEIVED PURSUANT TO SAID REQUEST AND AS REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE, BUT RKR HESS, A DIVISION OF UTRS INC. IS REFLECTING SAID INFORMATION ON THESE DRAWINGS ONLY DUE TO THE REQUIREMENTS OF THE SAID ACT NO.
187 OF DECEMBER 19, 1996.
ONE CALL SYSTEM SERIAL NO. NOTIFICATION BY UTRS CIVIL AND ENVIRONMENTAL ENGINEERING.
1-800-242-1776
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CONSTRUCTION PHASE AND 10 WORKING
DAYS IN DESIGN STAGE--STOP CALL
PENNSYLVANIA ONE CALL SYSTEM, INC.
1-800-242-1776
DATE: DECEMBER 9, 2025
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2026 PAVING PROJECT (MAPLE AVE. AND BERWICK HEIGHTS RD.)
FOR
EAST STROUDSBURG BOROUGH
COMMUNITY DEVELOPMENT BLOCK GRANT
EAST STROUDSBURG BOROUGH MONROE COUNTY, PA
ENGINEER:
UTRS CIVIL AND ENVIRONMENTAL ENGINEERING
112 N. COURTLAND STREET
EAST STROUDSBURG, PA 18301
TEL. (570) 421-1550
UGI-GAS CONTACT:
EDWARD W. BODEN
203 MAIN STREET
STROUDSBURG, PA 18360
TEL. (610) 807-3701
OWNER:
BOROUGH OF EAST STROUDSBURG
24 ANALOMINK STREET
EAST STROUDSBURG, PA 18301
TEL. (570) 421-8300
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PORTION OF EAST STROUDSBURG & STROUDSBURG USGS QUADRANGLES
SCALE: 1"=2000'
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ONE CALL SYSTEM SERIAL NUMBERS: 20253431520-000 - 231620251209
STREET NAME CORE # LAYERS TOP TO BOTTOM
MAPLE 1
1" WEARING;
1.5" WEARING;
1" CHIP;
1.5" WEARING
MAPLE 2
1.5" WEARING;
1" WEARING;
GAP;
2.5" CHIP;
1.5" WEARING
BERWICK 3
1" WEARING;
GAP;
1.25" WEARING;
GAP;
1.25" CHIP;
GAP;
1" WEARING
BERWICK 4
1.5" WEARING;
1.5" WEARING;
1.5" CHIP
PAVEMENT CORES
PROJECT AREA
CONTACT THE BOROUGH OF EAST STROUDSBURG FOR
WATER, STORM MANHOLE AND SANITARY MANHOLE RISERS
PROJECT AREA
BERWICK HEIGHTS RD. N COURTLAND ST. (S.R. 2012)
PERRY ST.
KING STREET (S.R. 2015)
DELAWARE-LACKAWANNA RAILROAD
EAST STROUDSBURG HIGH SCHOOL
PAVING LEGEND
APPROXIMATE CENTERLINE
1" MILL PAVING AREA - 2"
OVERLAY - NON CURBED
AREAS
2" MILL PAVING AREA - 2"
OVERLAY - CURBED AREAS
CORE SAMPLING LOCATION
APPROX. 1150 LF X 20
FT WIDE
END OF EXISTING
SIDEWALK.
MATCH BEFORE
EXISTING ADA
RAMPS BY PENN
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APPROX. 295 LF X 12
FT WIDE
TIE IN MILL
AT LIMIT OF
PAVEMENT
TIE IN MILL
AT LIMIT OF
PAVEMENT
TIE IN MILL
AT LIMIT OF
PAVEMENT
TIE IN MILL AT
DRIVEWAYS AS NEEDED
ALONG GUTTER LINE
(TYP.)
2 FT MAX INTO
DRIVEWAY IF NEEDED
FOR TRANSITION.
1570 LF X APPROX. 24
FT WIDE
TIE IN MILL
AT LIMIT OF
NEW ADA
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TIE IN MILL
AT LIMIT OF
DRIVEWAYS
AS NEEDED
TIE IN MILL
AT LIMIT OF
PAVEMENT
100 50 100
GRAPHIC SCALE
(IN FEET)
1 INCH = FT.
MAPLE AVE.
230 FT X 13
FT 2" MILL; 2"
OVERLAY BY
CURB
230 FT X 12
FT 1" MILL; 2"
OVERLAY
CORE #1
CORE #2
CORE #3
CORE #4
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10'-0"
NTS
2'-0"
REQUIRED MILLING
(INCIDENTAL)
NOTE:
PAVEMENT TRANSITION AND AREA OF BITUMINOUS RESURFACING SHOULD EXTEND INTO
SHOULDER IF SHOULDER IS ALREADY PAVED.
UPGRADE
DOWNGRADE
EX. BASE COURSE
3'-0"
MIN1 12"
MIN
EX. BIT. SURFACE
SUPERPAVE WMA
WEARING COURSE
1 12"
MIN
EX. BASE COURSE
EX. BIT. SURFACE
SUPERPAVE WMA
WEARING COURSE
REQUIRED MILLING
(INCIDENTAL)
2"
MIN
13'-0" MIN
PAVEMENT TRANSITION DETAILS
6 INCH 2A STONE SUBBASE
BITUMINOUS DRIVEWAY REPAIR
NTS
FOR AREAS WHERE THE EXISTING
DRIVEWAY GRADE MUST BE ADJUSTED
OR FOR REPAIRS AS NEEDED
1.5" SUPERPAVE ASPHALT MIXTURE DESIGN,
WMA WEARING COURSE, PG 64-22, 0.3- 3
MILLION ESALS, 9.5 MM MIX , SRL-L
(PENNDOT)
3" SUPERPAVE ASPHALT MIXTURE
DESIGN, WMA BINDER COURSE, PG
64-22, 3 MILLION ESALS, 19 MM MIX)
GUTTER
FACE OF EXISTING
SIDEWALK OR 2FT
BEHIND DEPRESSED
CURB
SIGN PLACEMENT ADJACENT TO SIDEWALK DETAIL
NTS
EDGE OF SIGN
EVEN WITH
SIDEWALK
NO
T
LE
SS
T
HA
N
FT
ROAD SIGN
ROADSIDE SIGN OR
BUSINESS OR
RESIDENCE DISTRICT
SIDEWALK
GENERAL TRAFFIC CONTROL NOTES:
1. TEMPORARY TRAFFIC CONTROL MEASURES TO BE BASED ON PENNDOT PUBLICATION 213
"TEMPORARY TRAFFIC CONTROL GUIDELINES."
2. ROAD CLOSURE FOR ALL BUT LOCAL TRAFFIC WITH DETOUR IS TO BE PERFORMED FOR EAST BROAD
STREET BETWEEN WARREN STREET AND EXCHANGE STREET. PATA 116 TO BE UTILIZED AND
FOLLOWED.
3. THE CONTRACTOR SHALL COORDINATE ROAD CLOSURE WITH BOROUGH OF EAST STROUDSBURG
AND MONROE COUNTY COMMAND CENTER. THE AUTHORITY SHALL ALSO PROVIDE NOTIFICATION TO
THE AFFECTED RESIDENTS AT LEAST 5 DAYS PRIOR TO COMMENCING WITH TEMPORARY ROAD
CLOSURE AND PROVIDE ESTIMATE OF DURATION OF TEMPORARY ROAD CLOSURE.
4. THE TEMPORARY TRAFFIC CONTROL MEASURES DEPICTED ON THE DETOUR PLAN ONLY APPLY TO
THE CONSTRUCTION BETWEEN THE INTERSECTION OF WARREN STREET AND EXCHANGE STREET.
WIDTH VARIES WIDTH VARIES
MILL & OVERLAY NON CURBED AREAS
NTS
1 1/2" SUPERPAVE ASPHALT MIXTURE DESIGN, WMA
WEARING COURSE, PG 64-22, 0.3 -3 MILLION ESALS,
9.5 MM MIX , SRL-L (PENNDOT) OVER 12" SCRATCH,
LEVELING COURSE (60 LB/SY) AND TACK COAT.
2%2%
WEARING COURSE TO MATCH
EXISTING EDGE OF
PAVEMENT
MILL 1" ± TO PROVIDE STABLE
EVEN SURFACE. CONTACT
ENGINEER & DIRECTOR OF DPW TO
VERIFY SURFACE TO DETERMINE
REQUIRED LIMITS OF PATCHING
FROM PENNDOT RC-64M - NON ADA AREAS
ROAD
CLOSED
TO ALL EXCEPT
LOCAL
RESIDENCE
REPLACE GAPS IN EXISTING
BROKEN BITUMINOUS CURB
WIDTH VARIES WIDTH VARIES
ASPHALT BASE REPAIR - SOLID STONE BASE ROAD SECTION
MILL & OVERLAY NON CURBED AREAS
NTS
3" SUPERPAVE ASPHALT MIXTURE DESIGN, WMA
BINDER COURSE, PG 64-22, 3 MILLION ESALS, 19
MM MIX)
2%2%
WEARING COURSE TO MATCH
EXISTING EDGE OF
PAVEMENT
EXISTING STONE SUBBASE
REPLACE GAPS IN EXISTING
BROKEN BITUMINOUS CURB
1.5" SUPERPAVE ASPHALT
MIXTURE DESIGN, WMA WEARING
COURSE, PG 64-22, 0.3- 3 MILLION
ESALS, 9.5 MM MIX , SRL-L
(PENNDOT)
6" ASPHALT CURB
SUPERPAVE 9.5 mm
6" 2A STONE
3" SUPERPAVE ASPHALT MIXTURE
DESIGN, WMA 25 mm BASE COURSE
1 12" SUPERPAVE 9.5 mm
WEARING COURSE
6"
8"
ASPHALT CURB DETAIL
2'
BACKFILL WITH 4" OR MORE
DROP ALONG OVERLAY IN LAWN
AREAS OFF ALONG EDGES,
TOPSOIL, SEED & MULCH
6 INCH 2A STONE SUBBASE
FULL DEPTH PAVEMENT REPAIR (LOCAL ROADS)
NTS
FOR AREAS WHERE NO ASPHALT OR
STONE BASE IS FOUND UNDER THE
MILLED ASPHALT
2" SUPERPAVE ASPHALT MIXTURE DESIGN,
WMA WEARING COURSE, PG 64-22, 0.3- 3
MILLION ESALS, 9.5 MM MIX , SRL-L
(PENNDOT)
3" SUPERPAVE ASPHALT MIXTURE
DESIGN, WMA BINDER COURSE, PG
64-22, 3 MILLION ESALS, 19 MM MIX)
GUTTER
DETOUR PLAN - MAPLE AVENUE
SCALE: 1"=200'
200 100 200
GRAPHIC SCALE
(IN FEET)
1 INCH = FT.
DETOUR PLAN - BERWICK HEIGHTS ROAD
SCALE: 1"=200'
200 100 200
GRAPHIC SCALE
(IN FEET)
1 INCH = FT.
DETOUR LEGEND
DETOUR ROUTE
DETOUR SIGN & DESIGNATION
APPROXIMATE CENTERLINE
1" MILL PAVING AREA - 2"
OVERLAY
2" MILL PAVING AREA - 2"
OVERLAY
A
BACKFILL ALONG EDGES WITH 4"
OR MORE OF DROP IN NON-LAWN
AREAS WITH 2A STONE
BACKFILL ALONG EDGES WITH 4"
OR MORE OF DROP IN NON-LAWN
AREAS WITH 2A STONE
BACKFILL WITH 4" OR MORE
DROP ALONG OVERLAY IN LAWN
AREAS OFF ALONG EDGES,
TOPSOIL, SEED & MULCH
DETOUR LEGEND
DETOUR ROUTE
DETOUR SIGN & DESIGNATION
APPROXIMATE CENTERLINE
1" MILL PAVING AREA - 2"
OVERLAY
2" MILL PAVING AREA - 2"
OVERLAY
| Sheets and Views |
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| ESB_MA_Paving_Layout-02 C.DP.01 |
File details come from the government source that posted it. Updated .