2026-07-09-Bid Plan Set.pdf

PDF 45 MB Posted Jul 10, 2026

Attached to: 2026 Borough of East Stroudsburg General and Water Funds Paving Project
Solicitation number: Not on record
Issued by: Monroe County, Pennsylvania

About this file

Written by GovTribe AI · Jul 13, 2026

This is a bid plan set document prepared by UTRS Civil and Environmental Engineering for the Borough of East Stroudsburg's 2026 General and Water Funds Paving Project located in Monroe County, Pennsylvania. The project encompasses mill and overlay work on multiple borough streets and state highway segments, with exact work areas to be determined upon completion of utility patching. The scope includes milling and overlay operations, maintenance and protection of traffic during construction, driveway and curb repairs, water valve and manhole riser adjustments, storm inlet resets, ADA ramp repairs and replacements, concrete curb replacements, and full-depth pavement replacements in specified areas. The project involves coordination with multiple utility companies including East Stroudsburg Borough, FirstEnergy Corporation, PPL Electric Utilities, UGI Utilities, Verizon Business, and others. A non-mandatory pre-bid conference is scheduled for July 21, 2026, at 3:00 p.m. at Borough Hall, with sealed bids due by 3:00 p.m. on July 29, 2026, via the PennBid online platform. Bidding documents became available on July 10, 2026, with no specified contract term provided in this planning document.

Bid security of 10 percent of the total bid amount is required in the form of a certified check, bank draft, bid bond, or cash, payable to the Borough of East Stroudsburg. The project includes both general fund repairs and water fund repairs, with some areas identified for future UGI contractor work expected in 2027. Pavement core sampling has been completed on multiple streets to determine existing layer compositions and required milling depths, ranging from 1" to 3.5" wearing course removal with corresponding overlay thicknesses. The contractor is responsible for coordinating with underground utility companies, providing temporary walkways and driveways, placing adequate warning signs and barricades, and notifying all occupants and property owners at least seven days prior to work commencement with borough approval. The Borough reserves the right to increase or decrease quantities and add or delete items as required, and will handle sign removal and replacement and grass seeding within disturbed areas.

View the file

Other files

File	Type	Posted
Insurance requirements.pdf	PDF	Jul 10, 2026
Subcontractor-if known.pdf	PDF	Jul 10, 2026
Bid Forms.pdf	PDF	Jul 10, 2026
Specifications - 2026-07-09.pdf	PDF	Jul 10, 2026
1-Bid Forms- Appendix A Section 1.pdf	PDF	Jan 13, 2026
3-Specifications.pdf	PDF	Jan 13, 2026
2-2026-1-9 ESB Paving Layout Set.pdf	PDF	Jan 13, 2026

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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 CEE

SHEET NO. DRAWING TITLE REVISION NO.

DATE LAST REVISED

C.C.01 COVER SHEET AND INDEX PLAN

C.S.01

PAVING PLAN - COURTLAND ST. &

CENTRE ST

C.S.02 SPANGEBURG AREA

C.S.03 UGI AREA PAVING PLAN

C.S.04 PAVING PLAN - CHESTNUT STREET AREA

C.DS.01 SITE DETAILS

C.DP.01 DETOUR PLANS AND PAVING DETAILS

C.DP.02 DETOUR PLANS - SPANGEBURG AREA

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2026 BOROUGH OF EAST STROUDSBURG PAVING PROJECT

FOR

GENERAL AND WATER FUNDS PAVING PROJECT

EAST STROUDSBURG BOROUGH MONROE COUNTY, PA

ENGINEER:

UTRS CIVIL AND ENVIRONMENTAL ENGINEERING

112 N. COURTLAND STREET

EAST STROUDSBURG, PA 18301

TEL. (570) 421-1550

OWNER:

BOROUGH OF EAST STROUDSBURG

24 ANALOMINK STREET

EAST STROUDSBURG, PA 18301

TEL. (570) 421-8300

O F

, P A

, P

7- 8-

C.C.01

LOCATION MAP

PORTION OF EAST STROUDSBURG & STROUDSBURG USGS QUADRANGLES

SCALE: 1"=2000'

, T

O W

S O

O W

M S

D M

STREET NAME BORING #

LAYERS TOP TO

BOTTOM

CHESTNUT 1

1.75" WEARING

/ 1.5" BASE

CHESTNUT 2

1.5" WEARING/

1.5" 9.5 MM/

1.5" 9.5 MM

1ST 1

2.75" WEARING

/ 3.5" BASE

1ST 2

3.5" WEARING /

4.5" 25 MM

2ND 1

1.5" WEARING /

1.5" 19 MM

2ND 2

1.25" WEARING

/2" CHIP /2" 25

3RD 1

2" WEARING/

1.25" 9.5MM

3RD 2

.75" WEARING /

COLD SEAM/ 2"

9.5 MM

SPANGENBURG 1

1.5" WEARING\

COLD SEAM/ 3"

9.5 MM

SPANGENBURG 2

1.5" WEARING\

COLD SEAM/ 3"

9.5 MM /COLD

SEAM/ 2" 25 MM

SPANGENBURG 3

2" WEARING /

1.5" 9.5 MM

MARGUERITE 1

1.5" WEARING /

COLD SEAM / 2"

9.5 MM

MARGUERITE 2

1.25" WEARING

/ COLD SEAM /

1.75" 9.5 MM /

COLD SEAM /

2.5" 25 MM

MARY 1

1.5" WEARING/

2" 9.5 MM/

COLD SEAM /3"

25 MM

MARY 2 3.5" WEARING

PAVEMENT CORES

CONTACT THE BOROUGH OF EAST STROUDSBURG FOR

WATER, STORM MANHOLE AND SANITARY MANHOLE RISERS

PROJECT AREA

PAVING LEGEND

S COURTLAND DETOUR PLAN

C.DP.01

CENTRE ST AND BRODHEAD AVE DETOUR PLAN

C.DP.01

CHESTNUT ST PAVING PLAN C.S.04

AND DETOUR PLAN

C.DP.01

REPAIR PAVEMENT OVER WATERLINE BREAK

SEE SHEET C.S.01

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: FIRSTENERGY CORPORATION

ADDRESS: 21 S. MAIN ST

AKRON, OH 44308

CONTACT: MELLYSSA ADAMS

PHONE: 330-604-4073

EMAIL: MADAMS@FIRSTENERGYCORP.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: UGI UTILITIES INC

ADDRESS: 1 UGI DR.

DENVER, PA 17517

CONTACT: JAMES MAY

PHONE: 610-736-5994

EMAIL: JMAY@UGI.COM

ACT 187 UNDERGROUND UTILTY PROTECTION ACT

UTRS CEE 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 CEE 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 CEE 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 CEE 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 CEE 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 UTRS CEE 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 CEE

1-800-242-1776

ONE CALL SYSTEM

I NC

ST OP - CA L L BE FORE YOU D

I G

CALL BEFORE YOU DIG

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE--STOP CALL

PENNSYLVANIA ONE CALL SYSTEM, INC.

1-800-242-1776

DATE: DECEMBER 22, 2025 , FEBRUARY 12, 2026 & JULY 7, 2026

ONE CALL SYSTEM SERIAL NUMBER (FOR DESIGN): 20253563218, 20253563180, 20261883260, 20261892786, & 20261883088

SPANGENBERG AREA PAVING PLAN C.S.02

AND DETOUR PLAN

C.DP.02

APPROXIMATE CENTERLINE

1" MILL PAVING AREA - 2" OVERLAY - NON

CURBED AREAS

2" MILL PAVING AREA - 2" OVERLAY -

CURBED AREAS AND COLD SEAMS

4"+- DEEP REPLACE TEMPORARY

WATER

TRENCH PATCH - SEE TYPICAL SECTION

SHEET C.DS.01

FULL DEPTH PAVEMENT REPLACEMENT -

SEE DETAIL SHEET C.DS.01

CORE SAMPLING LOCATION

NOTRE DAME ELEMENTARY SCHOOL:

SR. DOROTHY

570) 421-3651

NOTRE DAME HIGH SCHOOL:

MR. SCOTIN

(570) 421-0466

UGI-GAS CONTACT:

EDWARD W. BODEN

203 MAIN STREET

STROUDSBURG, PA 18360

TEL. (610) 807-3701

UGI AREA PLAN

C.DP.04

EXPECTED TO BE

IN 2027 BID

STREETS EXPECTED

TO BE PAVED BY

UGI'S CONTRACTOR

EXPECTED TO BE

IN 2027 BID

STREETS EXPECTED

TO BE PAVED BY

THIS CONTRACT

STREETS EXPECTED

TO BE PAVED BY

THIS CONTRACT

STREETS EXPECTED

TO BE PAVED BY

THIS CONTRACT

230 LF X 28

FT WIDE

128 LF X 36

FT WIDE

TIE IN MILL AT LIMIT OF PAVEMENT

MAINTAIN STORMWATER FLOW TO INLETS

REPAIR 1 SUNKEN SECTION OF ADA RAMP INCLUDING

DWS. SEE SHEET C.ADA.02 FOR DETAILS

TIE IN MILL AT LIMIT OF PAVEMENT

WATER FUND

REPAIRS

UTILITY WORK BY PENNDOT -

BRODHEAD - I-80 TO EAST BROWN ST

WORK BY PENNDOT IN THE INTERSECTION

OF MERTEN STREET

S COURTLAND STREET

(S.R. 2012)

DAY STREET

WASHINGTON STREET

BANK

ALLEY

TIE IN MILL AT

LIMIT OF PAVEMENT

EXISTING VAULT UNDER SIDEWALK

WATER FUND REPAIRS

160 LF X 36 FT WIDE

- APPROXIMATELY 4"

-DEEP TEMPORARY PATCH

-REPLACEMENT

- SEE TYPICAL SECTION SHEET C.DS.01

MAINTAIN STORMWATER FLOW TO INLETS

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PAVING PLAN - CENTRE STREET AND

BRODHEAD AVENUE

SCALE: 1"=50'

50 25 50

GRAPHIC SCALE

(IN FEET)

1 INCH = FT.

PAVING PLAN - SOUTH COURTLAND STREET - TEMPORARY PATCH REPLACEMENT

SCALE: 1"=50'

PAVING LEGEND

APPROXIMATE CENTERLINE

1" MILL PAVING AREA - 2"

OVERLAY - NON CURBED AREAS

2" MILL PAVING AREA - 2"

OVERLAY - CURBED AREAS

4"+- DEEP REPLACE

TEMPORARY WATER

TRENCH PATCH - SEE TYPICAL

SECTION SHEET C.DS.01

FULL DEPTH PAVEMENT

REPLACEMENT - SEE DETAIL

SHEET C.DS.01

50 25 50

GRAPHIC SCALE

(IN FEET)

1 INCH = FT.

PAVING LEGEND

APPROXIMATE CENTERLINE

BASE BID - 1" MILL PAVING AREA - 2"

OVERLAY - NON CURBED AREAS

BASE BID 2" MILL PAVING AREA - 2"

OVERLAY - CURBED AREAS

4"+- DEEP REPLACE TEMPORARY

WATER

TRENCH PATCH - SEE TYPICAL SECTION

SHEET C.DS.01

FULL DEPTH PAVEMENT REPLACEMENT -

SEE DETAIL SHEET C.DS.01

1" MILL PAVING AREA - 2" OVERLAY -

NON CURBED AREAS - POTENTIAL ADD

2" MILL PAVING AREA - 2" OVERLAY -

CURBED AREAS & COLD SEAM -

POTENTIAL ADD ON

CORE SAMPLING LOCATION

230 LF X 28

FT WIDE

128 LF X 36

FT WIDE

2" MILL - 2"

OVERLAY

TIE IN MILL AT LIMIT OF PAVEMENT

MAINTAIN STORMWATER FLOW TO INLETS

REPAIR 1 SUNKEN SECTION OF ADA RAMP INCLUDING

DWS. SEE SHEET C.ADA.02 FOR DETAILS

TIE IN MILL AT LIMIT OF PAVEMENT

WATER FUND

REPAIRS

UTILITY WORK BY PENNDOT -

BRODHEAD - I-80 TO EAST BROWN ST

WORK BY PENNDOT IN THE INTERSECTION

OF MERTEN STREET

GENERAL FUND

REPAIRS

GENERAL FUND

REPAIRS

GENERAL FUND

REPAIRS

2" MILL - 2"

OVERLAY

2" MILL -

OVERLAY

2" MILL -

OVERLAY

S COURTLAND STREET

(S.R. 2012)

DAY STREET

WASHINGTON STREET

BANK

ALLEY

TIE IN MILL AT

LIMIT OF PAVEMENT

EXISTING VAULT UNDER SIDEWALK

WATER FUND REPAIRS

160 LF X 36 FT WIDE

- APPROXIMATELY 4"

-DEEP TEMPORARY PATCH

-REPLACEMENT

- SEE TYPICAL SECTION SHEET C.DS.01

MAINTAIN STORMWATER FLOW TO INLETS

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PAVING PLAN - CENTRE STREET AND

BRODHEAD AVENUE

SCALE: 1"=50'

50 25 50

GRAPHIC SCALE

(IN FEET)

1 INCH = FT.

PAVING PLAN - SOUTH COURTLAND STREET - TEMPORARY PATCH REPLACEMENT

SCALE: 1"=50'

PAVING LEGEND

APPROXIMATE CENTERLINE

1" MILL PAVING AREA - 2"

OVERLAY - NON CURBED AREAS

2" MILL PAVING AREA - 2"

OVERLAY - CURBED AREAS

4"+- DEEP REPLACE

TEMPORARY WATER

TRENCH PATCH - SEE TYPICAL

SECTION SHEET C.DS.01

50 25 50

GRAPHIC SCALE

(IN FEET)

1 INCH = FT.

PAVING LEGEND

APPROXIMATE CENTERLINE

BASE BID - 1" MILL PAVING AREA - 2"

OVERLAY - NON CURBED AREAS

BASE BID 2" MILL PAVING AREA - 2"

OVERLAY - CURBED AREAS

4"+- DEEP REPLACE TEMPORARY

WATER

TRENCH PATCH - SEE TYPICAL SECTION

SHEET C.DS.01

FULL DEPTH PAVEMENT REPLACEMENT -

SEE DETAIL SHEET C.DS.01

1" MILL PAVING AREA - 2" OVERLAY -

NON CURBED AREAS - POTENTIAL ADD

2" MILL PAVING AREA - 2" OVERLAY -

CURBED AREAS & COLD SEAM -

POTENTIAL ADD ON

CORE SAMPLING LOCATION

ITH STREET

2" MILL - 2" OVERLAY IN CURBED AREA -

21 FT x 220 FT.

ARGUERITE STREET

ENDOLYN STREET

2" MILL - 2" OVERLAY COLD SEAM

ELLIES LANE

SPANGENBURG AVENUE

MARY STREET

1" MILL - 2" OVERLAY IN NON-CURBED AREA

21 FT X 1150 FT

ENDOLYN STREET

BITUMINOUS CURB IN FRONT OF STREET SIGN TO REMAIN.

21 FT X 1060 FT

TIE IN MILL AT GUTTER LINE ON SMITH STREET

PAVEMENT SEAM AT DRIVEWAY

GAS LINE TO BE ABANDONED - NO EXCAVATION

EXTEND PAVEMENT REPAIR TO HYDRANT PATCH

UGI TEST PIT

NORMAL STREET

REPLACE 10 FT OF CONCRETE CURB IN

FRONT OF UTILITY POLE BY OTHERS

REPLACE 15 FT OF CONCRETE CURB IN

AREA OF UTILITY PATCH IN FRONT OF

#10 BY OTHERS

2" MILL - 2" OVERLAY IN CURBED AREA

850 FT +/- X 26 FT

UGI WORK JUNE 2026

NOTRE DAM

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- C ar e sh ou ld b e ta ke n wh en s ca lin g di m en sio ns o ff of th es e pl an s du e to p rin tin g de vic e lim ita tio ns

O F

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C.S.02

D M

I F

, T

O W

S O

O W

M S

PAVING PLAN - SPANGENBURG AREA

SCALE: 1"=80' 80 40 80

GRAPHIC SCALE

(IN FEET)

1 INCH = FT.

PAVING LEGEND

APPROXIMATE CENTERLINE

1" MILL PAVING AREA - 2" OVERLAY -

NON CURBED AREAS

2" MILL PAVING AREA - 2" OVERLAY -

CURBED AREAS AND COLD SEAM AREAS

4"+- DEEP REPLACE TEMPORARY

WATER

TRENCH PATCH - SEE TYPICAL SECTION

SHEET C.DS.01

CORE SAMPLING LOCATION

S COURTLAND STREET

(S.R. 2012)

BANK ALLEY

RANSBERRY STREET

SOUTH GREEN STREET

LACKAWANNA AVENUE

SOUTH KISTLER STREET

RAILROAD

NORTH KISTLER STREET

PROSPECT STREET

DANSBURY TERRACE

PENN STREET

ELK

STR

CRYSTAL STREET

LACKAWANNA - POTENTIAL AREA BY BOROUGH

N KISTLER -

POTENTIAL AREA BY BOROUGH

EXPECTED TO BE PAVED BY UGI'S CONTRACTOR

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7- 8-

C.S.03

D M

I F

, T

O W

S O

O W

M S

PAVING PLAN - UGI AREA -

SCALE: 1"=80'

80 40 80

GRAPHIC SCALE

(IN FEET)

1 INCH = FT.

PAVING LEGEND

APPROXIMATE CENTERLINE

1" MILL PAVING AREA - 2" OVERLAY - NON

CURBED AREAS

2" MILL PAVING AREA - 2" OVERLAY -

CURBED AREAS

4"+- DEEP REPLACE TEMPORARY

WATER

TRENCH PATCH - SEE TYPICAL SECTION

SHEET C.DS.01

CORE SAMPLING LOCATION

E 1S

E 2N

E 3R

CHESTNUT ST

1150 LF X 32 FT WIDE

300 LF X 24 FT WIDE

119 LF X 24 FT WIDE

180 LF X 20 FT WIDE

REMOVE REVERSE

CROWN. PAVE

CROWN TO ROAD

128 LF X 25 FT WIDE

58 LF X 30 FT WIDE

OVER TALL CURB - 1" MILL ONLY

210 LF X 25 FT WIDE

TIE IN MILL AT LIMIT OF PAVEMENT

TIE IN MILL AT LIMIT

OF PARKING SPACES

TIE IN MILL AT LIMIT OF PAVEMENT

TIE IN MILL AT LIMIT OF PAVEMENT REPAIR FOR

EXISTING ADA RAMP

REPLACE 24 LF OF CONCRETE CURB TO INLETS.

MAINTAIN STORMWATER FLOW TO INLETS

TIE IN MILL AT DRIVEWAYS

ADA RAMPS 1 & 2.

POTENTIAL 2027 ADD

ON - NOT BID

ADA RAMPS 3-5. SEE SHEET

C.ADA.01 FOR DETAILS

TIE IN MILL AT SEAM FOR ADA RAMP

TIE IN MILL AT LIMIT OF PAVEMENT REPAIR

FOR EXISTING ADA RAMPS

227 LF X 21 FT WIDE

REPLACE 12 LF OF CONCRETE CURB

REPLACE 8 LF OF CONCRETE CURB IN

FRONT OF # 474

REPLACE 29 LF OF CONCRETE CURB

REPLACE 9 LF OF CONCRETE CURB

PAST DRIVEWAY

EXISTING BITUMINOUS CURB

TO REMAIN

REPLACE 34 LF OF CURB BY

STEP

REPLACE 3 FT OF BITUMINOUS CURB

IN FRONT OF FIRE HYDRANT WITH

CONCRETE CURB.

REPLACE 3 LF OF MISSING

CONCRETE CURB

REPLACE 35 LF OF CONCRETE CURB AT TREE THROW.

BOROUGH TO REMOVE TREE. CONTRACTOR TO REMOVE

MINIMUM AMOUNT OF STUMP NEEDED TO INSTALL

REPLACEMENT CURB.

REPLACE 35 LF OF CONCRETE CURB

REPLACE 3 LF OF CONCRETE

CURB

TIE IN MILL AT LIMIT OF PAVEMENT

REPLACE 33 LF OF CONCRETE CURB

IN FRONT OF OLD GARAGE

PEDESTRIAN CROSSING SIGNAL BY OTHERS

EXISTING ADA PARKING SPACE

AND RAMP AT #480 CHESTNUT STREET

PROVIDE TYPE 2 ADA RAMP WITHOUT DWS

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- C ar e sh ou ld b e ta ke n wh en s ca lin g di m en sio ns o ff of th es e pl an s du e to p rin tin g de vic e lim ita tio ns

O F

B E

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’S S

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S, A

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- C

O F

, P A

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7- 8-

C.S.04

D M

I F

, T

O W

S O

O W

M S

PAVING PLAN - CHESTNUT STREET AREA -

NOT EXPECTED TO BE READY TO PAVE

UNTIL 2027

SCALE: 1"=50'

50 25 50

GRAPHIC SCALE

(IN FEET)

1 INCH = FT.

PAVING LEGEND

APPROXIMATE CENTERLINE

1" MILL PAVING AREA - 2" OVERLAY -

NON CURBED AREAS

2" MILL PAVING AREA - 2" OVERLAY -

CURBED AREAS

4"+- DEEP REPLACE TEMPORARY

WATER

TRENCH PATCH - SEE TYPICAL SECTION

SHEET C.DS.01

CORE SAMPLING LOCATION

POTENTIAL ADD ON - NOT BID

POTENTIAL ADD ON

CURB REPAIR FOR INLET

REPLACEMENT

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O F

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C.DS.01

D M

I F

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O W

S O

O W

M S

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)

BACK OF DEPRESSED

CURBFACE OF EXISTING

SIDEWALK OR 2FT

BEHIND DEPRESSED

CURB

SIGN PLACEMENT ADJACENT TO SIDEWALK DETAIL

NTS

EDGE OF SIGN

EVEN WITH

SIDEWALK

ROAD SIGN

ROADSIDE SIGN OR

BUSINESS OR

RESIDENCE DISTRICT

SIDEWALK

WIDTH VARIES WIDTH VARIES

TYPICAL ROAD SECTION

MILL & OVERLAY 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 OVER

CURB AND GUTTER

PLACE BASE COURSE EVEN

WITH TOP OF CURB AND

GUTTER, IF CURB AND GUTTER

IS FOUND DURING MILLING. AS

NEEDED FOR PATCHING.

MILL 1" +- . CONTACT

ENGINEER & DIRECTOR OF

DPW TO VERIFY SURFACE

TO DETERMINE REQUIRED

LIMITS OF PATCHING

WIDTH VARIES WIDTH VARIES

SOUTH COURTLAND STREET ROAD SECTION

REPAIR TEMPORARY PATCH

NTS

0413-6045 SUPERPAVE ASPHALT MIXTURE DESIGN,

BINDER COURSE, PG 64S-22, 0.3 -<3 MILLION

ESALS, 19.0 MM MIX, 2 12" DEPTH

2%2%

0413-0245 SUPERPAVE ASPHALT MIXTURE DESIGN,

WEARING COURSE, PG 64S-22, 0.3 -<3 MILLION

ESALS, 9.5 MM MIX, 1 12" DEPTH, SRL-H

MILL 1.5" ONE FOOT MINIMUM OUTSIDE THE

TEMPORARY PATCH, SEE PLANS FOR EXACT

LIMIT. TACK COAT AND 1.5" WEARING COURSE.

SOUTH COURTLAND STREET LENGTH OF ROAD

SEE "SOUTH COURTLAND STREET ROAD SECTION REPAIR TEMPORARY PATCH" FOR

ASPHALT DETAILS

NTS

160' LENGTH OF ROAD

1 12" DEPTH WEARING COURSE

2 12" DEPTH

BINDER COURSE

5" DEPTH BASE COURSE

ASPHALT TACK COAT ON

EXISTING PAVEMENTASPHALT TACK COAT ON

EXISTING PAVEMENT EDGE OF PAVEMENT PATCH

TO BE REMOVED

MILL/EXCAVATE TOP 4" OF EXISTING PAVEMENT -

REPLACE WITH ASPHALT COURSES AS SHOWN

WIDTH VARIES WIDTH VARIES

MILL & OVERLAY NON CURBED AREAS STANDARD MILL AND OVERLAY

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

REPLACE GAPS IN EXISTING BROKEN

BITUMINOUS CURB

ON DOWNHILL SIDE OF THE ROAD

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)

BACKFILL WITH 4" OR MORE

DROP ALONG OVERLAY IN LAWN

AREAS OFF ALONG EDGES,

TOPSOIL, SEED & MULCH

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

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)

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

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

6" ASPHALT CURB

SUPERPAVE 9.5 mm

ASPHALT CURB DETAIL

MINIMUM 14" STEEL PLATE

(2) #4 REBAR

WELDED LOOPS

(TYP)

PLAN

PROPOSED

CONCRETE CURB

(TYP)

12" OVERLAP WITH

PROPOSED CURB

12" OVERLAP WITH

PROPOSED CURB

UTILITY POLE

OR TREE TRUNK

" S

6" 6"

PROPOSED

CONCRETE CURB

#4 REBAR

WELDED LOOP

SECTION

STEEL PLATE CURB DETAIL

NTSPAVEMENT

EXISTING

SUBGRADE

DELAWARE-LACKAWANNA RAILROAD

E 1ST ST

E 2ND ST

E 3RD ST

CHESTNUT ST

ZACHARIAS POND

RIDGEWAY STREET

S COURTLAND STREET

(S.R. 2012)

DAY STREET

WASHINGTON STREET

BANK ALLEY

BROWN STREET

RIDGEWAY STREET

B A

ANALOMINK STREET

RANSBERRY STREET

SOUTH GREEN STREET

LACKAWANNA AVENUE

SOUTH KISTLER STREET

RAILROAD

NORTH KISTLER STREET

CRYSTAL STREET

FEDERAL STREET

POST OFFICE

PROSPECT STREET

DANSBURY TERRACE

PENN STREET

FAIRVIEW STREET

ELK STREET

CRYSTAL STREET

NORMAL STREET

J ul

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O F

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7- 8-

C.DP.01

D M

I F

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O W

S O

O W

M S

ROAD

CLOSED

TO ALL EXCEPT

LOCAL

RESIDENCE

DETOUR PLAN - CHESTNUT STREET

SCALE: 1"=200'

200 100 200

GRAPHIC SCALE

(IN FEET)

1 INCH = FT.

DETOUR PLAN - CENTRE STREET AND

BRODHEAD AVENUE

SCALE: 1"=200'

200 100 200

GRAPHIC SCALE

(IN FEET)

1 INCH = FT.

DETOUR LEGEND

DETOUR ROUTE

DETOUR SIGN & DESIGNATIONA

DETOUR PLAN - SOUTH COURTLAND STREET - TO BE

PROVIDED BY THE BOROUGH - CONTRACTOR TO

COORDINATE WITH THE BOROUGH

SCALE: 1"=200'

200 100 200

GRAPHIC SCALE

(IN FEET)

1 INCH = FT.

ITH STREET

B, C

ENDOLYN STREET

ELLIES LANE

SPANGENBURG AVENUE

MARY STREET

B A

A, C

B,C

ENDOLYN STREET

NORMAL STREET

NOTRE DAM

MOVE SIGNS TO

THE INTERSECTIONS

WITH GWENDOLYN AND

MARGUERITE AS NEEDED

ITH STREET

B, C

A,C

ENDOLYN STREET

ELLIES LANE

SPANGENBURG AVENUE

MARY STREET

B A

A, C

B,C

ENDOLYN STREET

NORMAL STREET

NOTRE DAM

MOVE SIGNS TO

THE INTERSECTIONS

WITH GWENDOLYN AND

MARGUERITE AS NEEDED

ITH STREET

B, C

A,C

ENDOLYN STREET

ELLIES LANE

SPANGENBURG AVENUE

MARY STREET

B A

A, C

B,C

ENDOLYN STREET

NORMAL STREET

NOTRE DAM

MOVE SIGNS TO

THE INTERSECTIONS

WITH GWENDOLYN AND

MARGUERITE AS NEEDED

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ph on e

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ALTERNATIVE SEED MIXES TO BE APPROVED BY

THE BOROUGH

SOIL AMENDMENT APPLICATION RATE EQUIVALENTS (Table 11.2)

NOTE: A COMPOST BLANKET WHICH MEETS THE STANDARDS OF THIS CHAPTER MAY BE SUBSTITUTED

FOR THE SOIL AMENDMENTS SHOWN IN TABLE 11.2

SOIL

AMENDMENT

PERMANENT SEEDING APPLICATION RATE

NOTES

PER ACRE PER 1,000 sq ft PER 1,000 sq yd

AGRICULTURAL

LIME

6 TONS 240 LB. 2,480 LBS OR AS PER SOIL TEST; MAY NOT BE REQUIRED IN

AGRICULTURAL FIELDS

10-20-20

FERTILIZER

1,000 LB 25 LB 210 LB

OR AS PER SOIL TEST, MAY NOT BE REQUIRED IN

AGRICULTURAL FIELDS

TEMPORARY SEEDING APPLICATION RATE

AGRICULTURAL

LIME

1 TON 40 LB 410 LB

TYPICALLY NOT REQUIRED FOR TOPSOIL

STOCKPILES

10-10-10

FERTILIZER

500 LB 12.5 LB 100 LB

TYPICALLY NOT REQUIRED FOR TOPSOIL

STOCKPILES

ADAPTED FROM PENN STATE, *EROSION CONTROL AND CONSERVATION PLANTINGS ON NONCROPLAND"

MULCH APPLICATION RATES (Table 11.6)

MULCH TYPE

APPLICATION RATE

NOTES

PER ACRE PER 1,000 sq ft PER 1,000 sq yd

STRAW 3 TONS 140 LB 1,240 LB EITHER WHEAT OR OAT STRAW, FREE OF WEEDS,

NOT CHOPPED OR FINELY BROKEN

HAY 3 TONS 140 LB. 1,240 LB. TIMOTHY, MIXED CLOVER AND TIMOTHY OR

OTHER NATIVE FORAGE GRASSES

WOOD CHIPS 4-6 TONS 185-275 LB. 1,650-2,500 LB. MAY PREVENT GERMINATION OF GRASSES AND

LEGUMES

HYDROMULCH 1 TON 47 LB. 415 SEE LIMITATIONS ABOVE

1. MULCHES SHOULD BE APPLIED AT THE RATES SHOWN IN TABLE 11.6

2. STRAW AND HAY MULCH SHOULD BE ANCHORED OR TACKIFIED IMMEDIATELY AFTER APPLICATION TO PREVENT BEING WINDBLOWN. A TRACTOR-DRAWN IMPLEMENT MAY BE USED TO “CRIMP” THE STRAW OR HAY INTO THE SOIL — ABOUT 3 INCHES. THIS METHOD SHOULD BE LIMITED TO SLOPES NO STEEPER THAN 3H:1V. THE MACHINERY SHOULD BE OPERATED ON THE CONTOUR. NOTE: CRIMPING OF HAY OR STRAW BY

RUNNING OVER IT WITH TRACKED MACHINERY IS NOT RECOMMENDED.

3. POLYMERIC AND GUM TACKIFIERS MIXED AND APPLIED ACCORDING TO MANUFACTURER’S

RECOMMENDATIONS MAY BE USED TO TACK MULCH. AVOID APPLICATION DURING RAIN AND ON WINDY DAYS. A 24-HOUR CURING PERIOD AND A SOIL TEMPERATURE HIGHER THAN 45° F ARE TYPICALLY REQUIRED. APPLICATION SHOULD GENERALLY BE HEAVIEST AT EDGES OF SEEDED AREAS AND AT CRESTS OF RIDGES AND BANKS TO PREVENT LOSS BY WIND. THE REMAINDER OF THE AREA SHOULD HAVE BINDER APPLIED UNIFORMLY. BINDERS MAY BE APPLIED AFTER MULCH IS SPREAD OR SPRAYED INTO THE MULCH AS IT IS BEING BLOWN ONTO THE SOIL. APPLYING STRAW AND BINDER TOGETHER IS GENERALLY MORE

EFFECTIVE.

4. SYNTHETIC BINDERS, OR CHEMICAL BINDERS, MAY BE USED AS RECOMMENDED BY THE MANUFACTURER TO ANCHOR MULCH PROVIDED SUFFICIENT DOCUMENTATION IS PROVIDED TO SHOW THEY ARE NON-TOXIC TO

NATIVE PLANT AND ANIMAL SPECIES.

5. MULCH ON SLOPES OF 8% OR STEEPER SHOULD BE HELD IN PLACE WITH NETTING. LIGHTWEIGHT PLASTIC, FIBER, OR PAPER NETS MAY BE STAPLED OVER THE MULCH ACCORDING TO MANUFACTURER’S

RECOMMENDATIONS.

6. SHREDDED PAPER HYDROMULCH SHOULD NOT BE USED ON SLOPES STEEPER THAN 5%. WOOD FIBER HYDROMULCH MAY BE APPLIED ON STEEPER SLOPES PROVIDED A TACKIFIER IS USED. THE APPLICATION

RATE FOR ANY HYDROMULCH SHOULD BE 2,000 LB/ACRE AT A MINIMUM.

TEMPORARY SEEDINGS

TYPE OF COVER &

SPECIES OF MIXTURES

SEEDING RATE

PURE LIVE SEED

(lbs/ac)

RYEGRASS 10

SPRING OATS (SPRING) 64

WINTER RYE (FALL) 56

FORMULA AND SPECIES

% BY

WEIGHT

MINIMUM % MAX %

WEED SEED

SEEDING RATE

lb/1000 yd²PURITY GERMINATION

FORMULA B MIX 44.0 TOTAL

- PERENNIAL RYEGRASS MIXTURE (LOLIUM PERENNE). A

COMBINATION OF IMPROVED CERTIFIED VARIETIES WITH NO ONE

VARIETY EXCEEDING 50% OF THE TOTAL RYEGRASS COMPONENT)

20 97 90 0.10 8.5

- CREEPING RED FESCUE OR CHEWINGS FESCUE 30 97 85 0.10 12.5

- KENTUCKY BLUEGRASS MIXTURE (POA PRATENSIS) A

COMBINATION OF IMPROVED CERTIFIED VARIETIES WITH NO ONE

VARIETY EXCEEDING 50% OF THE TOTAL BLUEGRASS COMPONENT.

45 97 80 0.15 21.0

ANNUAL RYEGRASS (LOLIUM MULTIFLORUM) 5 95 90 0.10 2.0

TABLE A

SEEDING REQUIREMENTS FOR PERMANENT STABILIZATION

PENNDOT PUBLICATION No. 408, SECTION 804

1. AS DISTURBED AREAS WITHIN A PROJECT APPROACH FINAL GRADE, PREPARATIONS SHOULD BE MADE FOR SEEDING AND MULCHING TO BEGIN (I.E. ANTICIPATE THE COMPLETION DATE AND SCHEDULE THE SEEDER).

IN NO CASE SHOULD AN AREA EXCEEDING 15,000 SQUARE FEET, WHICH IS TO BE STABILIZED BY VEGETATION, REACH FINAL GRADE WITHOUT BEING SEEDED AND MULCHED. WAITING UNTIL EARTHMOVING IS COMPLETED BEFORE MAKING PREPARATIONS FOR SEEDING AND MULCHING IS NOT ACCEPTABLE. THIS REQUIREMENT SHOULD BE CLEARLY STATED IN THE SEEDING AND MULCHING SPECIFICATIONS CONTAINED

ON THE PLAN DRAWINGS.

2. BEFORE THE SEEDING BEGINS, TOPSOIL SHOULD BE APPLIED AND ANY REQUIRED SOIL AMENDMENTS WORKED INTO THE SOIL TO A DEPTH OF 4 TO 6 INCHES. IF COMPOST IS TO BE ADDED TO THE TOPSOIL, IT SHOULD BE WORKED INTO THE SOIL WITH THE OTHER SOIL AMENDMENTS UNLESS IT IS BEING APPLIED AS

AN EROSION CONTROL BMP.

3. GRADED AREAS SHOULD BE SCARIFIED OR OTHERWISE LOOSENED TO A DEPTH OF 3 TO 5 INCHES TO PERMIT BONDING OF THE TOPSOIL TO THE SURFACE AREAS AND TO PROVIDE A ROUGHENED SURFACE TO PREVENT

TOPSOIL FROM SLIDING DOWN SLOPE.

4. TOPSOIL SHOULD BE UNIFORMLY DISTRIBUTED ACROSS THE DISTURBED AREA TO A DEPTH OF 4 TO 8 INCHES MINIMUM — 2 INCHES ON FILL OUTSLOPES. SPREADING SHOULD BE DONE IN SUCH A MANNER THAT SODDING OR SEEDING CAN PROCEED WITH A MINIMUM OF ADDITIONAL PREPARATION OR TILLAGE.

IRREGULARITIES IN THE SURFACE RESULTING FROM TOPSOIL PLACEMENT SHOULD BE CORRECTED IN ORDER TO PREVENT FORMATION OF DEPRESSIONS UNLESS SUCH DEPRESSIONS ARE PART OF THE PCSM

PLAN.

5. TOPSOIL SHOULD NOT BE PLACED WHILE THE TOPSOIL OR SUBSOIL IS IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBSOIL IS EXCESSIVELY WET, OR IN A CONDITION THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING AND SEEDBED PREPARATION. COMPACTED SOILS SHOULD BE SCARIFIED 6 TO 12 INCHES

ALONG CONTOUR WHEREVER POSSIBLE PRIOR TO SEEDING.

6. FILL SLOPES SHOULD BE SEEDED AND MULCHED AT REGULAR VERTICAL INCREMENTS — 15 TO 25 FEET MAXIMUM — AS THE FILL IS BEING CONSTRUCTED. THIS WILL ALLOW THE BOTTOM OF THE FILL TO PROGRESS TOWARD STABILIZATION WHILE WORK CONTINUES ON THE UPPER PORTION, MAKING FINAL STABILIZATION EASIER TO ACHIEVE AND PROVIDING SOME VEGETATIVE BUFFERING AT THE BOTTOM OF THE

SLOPE.

7. WHEREVER SEED AND MULCH IS APPLIED BY HYDROSEEDING METHODS, THE SEED AND MULCH SHOULD BE APPLIED IN SEPARATE APPLICATIONS WITH THE SEED BEING APPLIED FIRST AND THE MULCH SPRAYED ON TOP OF THE SEED. THIS IS TO ENSURE THAT THE SEED MAKES CONTACT WITH THE UNDERLYING SOIL. SOIL PREPARATION SHOULD BE COMPLETED PRIOR TO ADDING SEED TO THE HYDROSEEDING EQUIPMENT.

RUNNING SEED THROUGH THE PUMPING SYSTEM CAN RESULT IN EXCESSIVE ABRASION OF THE SEED AND REDUCE THE PERCENTAGE OF PURE LIVE SEED IN THE APPLICATION. THEREFORE ALL SITE PREPARATION

SHOULD BE COMPLETED PRIOR TO THE ARRIVAL OF THE HYDROSEEDER.

SEEDING AND MULCHING REQUIREMENTS

DETOUR PLAN - SPAGENBURG

SCALE: 1"=200'

200 100 200

GRAPHIC SCALE

(IN FEET)

1 INCH = FT.

DETOUR PLAN - MARGUERITE

SCALE: 1"=200'

DETOUR LEGEND

DETOUR ROUTE

DETOUR SIGN & DESIGNATIONA

DETOUR PLAN - MARY

SCALE: 1"=200'

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File details come from the government source that posted it. Updated Jul 13, 2026.