1-PLANS SR 1004 Church Street Project.pdf

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Attached to
Church Street Streetscape Project
Solicitation number
Not on record
Issued by
Luzerne County, Pennsylvania

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Written by GovTribe AI ·

This is a project plans document for the Church Street Streetscape Project being procured by Edwardsville Borough in Pennsylvania. The project encompasses roadway widening for street parking, sidewalk reconstruction, ADA-compliant ramps, driveway restoration, bituminous pavement milling and overlay of the existing roadway, full-depth pavement of the proposed roadway expansion, and all incidental related work. Sealed bids will be accepted online through the PennBid Program until 12:00 PM local time on October 6, 2026, with public opening at Verdantas offices located at 613 Baltimore Drive, Suite 300, Wilkes-Barre, PA 18702-7903. Bids will be evaluated at the regularly scheduled Edwardsville Borough Council meeting on Thursday, October 8, 2026, at 6:00 p.m. at the Borough Municipal Building, 470 Main Street, Edwardsville, PA 18704. All construction work is included in one prime contract on a unit and/or lump sum price basis. No pre-bid conference has been scheduled at this time.

Each bid must be accompanied by bid security equal to 10 percent of the bidder's maximum bid price, along with all required forms, statements, affidavits, and certifications as listed in Article 7 of the Bid Form. Bidders are required to comply with Pennsylvania Prevailing Wage Act 442 minimum wage and salary provisions throughout contract performance. Edwardsville Borough is an Equal Employment Opportunity Employer and does not discriminate on the basis of race, color, national origin, sex, religion, age, disability, or familial status in employment or service provision. The successful bidder will be required to furnish and pay for satisfaction bond and other contractual requirements as specified in the contract documents.

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PROJECT

AREA

VICINITY LOCATION MAP

0' 2000' 4000' 6000'

KINGSTON QUADRANGLE

PA ONE CALL SERIAL NO. 20250101402

THE FOLLOWING IS A LIST OF UTILITIES WHICH MAY HAVE

FACILITIES IN THE PROJECT AREA:

EDWARDSVILLE BOROUGH

ADDRESS: 470 MAIN STREET

EDWARDSVILLE, PA. 18704

CONTACT: LOREN GOLDEN

EMAIL: LGOLDEN@EDWARDSVILLEBOROUGH.COM

PHONE: 570-709-8843

WYOMING VALLEY SANITARY AUTH

ADDRESS: PO BOX 33A

WILKES BARRE, PA. 18703

CONTACT: RALPH BUSH

EMAIL: ralph.bush@wvsa.net

PHONE: 570-899-1414EXT. 2240

UGI UTILITIES INC

ADDRESS: 1 UGI DR

WILKES BARRE, PA. 18711

CONTACT: AMANDA NIXON

EMAIL: anixon@ugi.com

PHONE: 570-829-8874

VERIZON PENNSYLVANIA LLC

ADDRESS: 1050 VIRGINIA DR

FORT WASHINGTON, PA. 19034

CONTACT: DIANE REDILLA

EMAIL: diane.c.redilla@verizon.com

PHONE: 215-591-6210

UGI UTILITIES INC

ADDRESS: 1 UGI CENTER

WILKES BARRE, PA. 18711

CONTACT: JONATHAN GENSEL

EMAIL: jgensel@ugi.com

PHONE: 570-407-0648

PENNSYLVANIA AMERICAN WATER

ADDRESS: 2699 STAFFORD AVE

SCRANTON, PA. 18505

CONTACT: LISA ABDO

EMAIL: LISA.ABDO@AMWATER.COM

PHONE: 570-969-7501

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

CUMBERLAND

SNYDER

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LYCOMING

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BEDFORD

FRANKLIN ADAMS

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ALLEGHENY

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CLARION

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MERCER

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ERIE

WARREN

CAMBRIA

BLAIR

CLEARFIELD

MIFFLIN

JUNIATA

CENTRE

POTTER

CAMERONELK

McKEAN

CLINTON

TIOGA

BERKSLEBANON

DAUPHIN

PROJECT LOCATION

PHILADELPHIA

DISTRICT

LANCASTER

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MONTGOMERY

BUCKS

LACKAW

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LUZERNE

NORTHUMBERLAND

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WYOMING

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EDWARDSVILLE BOROUGH - CHURCH STREET STREETSCAPE

CS1- COVER SHEET

DATE:1/31/2025 JOB NUMBER:

2025-18899 SHEET: 1 OF 15

DESIGN: LSS DRAWN: JNF CHECK: LSS

REV. NO. REVISIONS DATE BY

Wilkes-Barre 613 Baltimore Dr. Suite 300

Wilkes-Barre, PA 18702 570-821-1999

DISTRICT COUNTY CITY TOWNSHIP ROUTE SEGMENT TOTAL

SHEETS

LUZERNE EDWARDSVILLE 1004 0040

MAIN ST

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MONTOURSVILLE

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UNIONTOWN

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BRIDGEVILLE

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HOLLIDAYSBURG

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INDIANA

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OIL CITY

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CLEARFIELD

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KING OF PRUSSIA

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DISTRICT OFFICE

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HARRISBURG

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ALLENTOWN

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DUNMORE

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PENNSYLVANIA

AutoCAD SHX Text APPLICANT/PREPARED FOR: EDWARDSVILLE BOROUGH EDWARDSVILLE BOROUGH, LUZERNE COUNTY, PENNSYLVANIA PREPARED BY VERDANTAS - BPID 018892

AutoCAD SHX Text COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PERMIT DRAWINGS FOR HIGHWAY OCCUPANCY PERMIT ON

AutoCAD SHX Text STATE ROUTE 1004 1004 IN LUZERNE COUNTY LUZERNE COUNTY COUNTY FROM SEGMENT 0040 OFFSET 1191 0040 OFFSET 1191 OFFSET 1191 1191 TO SEGMENT 0040 OFFSET 1749 0040 OFFSET 1749 OFFSET 1749 1749 EDWARDSVILLE BOROUGH - CHURCH STREET STREETSCAPE APPLICATION #400320

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NDE

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NCE

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VIR

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TUE

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ER

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LIB

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AND

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IND

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EPE

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WILKES-BARRE, PA 18702-7903

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613 BALTIMORE DRIVE, SUITE 300

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PREPARED BY:

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VERDANTAS

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DATE

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REGISTERED PROFESSIONAL ENGINEER

AutoCAD SHX Text 7/10/2026

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SHEET LIST TABLE

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SHEET NUMBER

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SHEET TITLE

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CS1

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COVER SHEET

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CS2

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LEGEND AND ABBREVIATIONS

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TYPICAL SECTION

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PROPOSED CONDITION

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PROPOSED CONDITION

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GRADING PLAN

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GRADING PLAN

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GRADING PLAN

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GRADING PLAN

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SIGNING AND PAVEMENT MARKING PLAN

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SIGNING AND PAVEMENT MARKING PLAN

AutoCAD SHX Text C501

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ADA RAMPS

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ADA RAMPS

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ADA RAMPS

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E&S NOTES

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E&S DETAILS

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TRAFFIC NOTES

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TRAFFIC NOTES

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SITE DETAILS

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SITE DETAILS

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AutoCAD SHX Text M

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AutoCAD SHX Text N

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REGISTERED

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PROFESSIONAL

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ENGINEER

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LOUIS S. SPACIANO

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NO. PE080706

LEGEND, ABBREVIATIONS AND SYMBOLS

X X X X x XXX.XX

EOP

LEGAL RIGHT-OF-WAY

OVERHEAD ELEC

FENCE

GUIDERAIL

GAS LINE

ROADWAY CENTERLINE

CURB

EASEMENT LINE

SANITARY LINE

MANHOLE

STORM PIPE

MAJOR CONTOUR

MINOR CONTOUR

SPOT ELEVATION

WATER LINE

BUILDING

WETLAND WITH BUFFER

DECIDUOUS TREE

CONIFEROUS TREE

SHRUB

UTILITY VALVE

BOLLARD

UTILITY POLE

SIGN

MAILBOX

FIRE HYDRANT

LIGHT POLE

SIGNAL MAST ARM

DELTA

ABDN ABANDON

ABUT ABUTMENT

AC ACRES

AD AREA DRAIN

APPROX APPROXIMATE

B/24" BLUE 24"

B/4" BLUE 4"

BC BOTTOM CURB

BCBC BITUMINOUS CONCRETE BASE COARSE

BLDG BUILDING

BFG BELOW FINISHED GRADE

BM BENCH MARK

BOB BOTTOM OF BANK

BOL BOLLARD

BRG BEARING

BVCE BEGIN VERTICAL CURVE ELEVATION

BVCS BEGIN VERTICAL CURVE STATION

BW BOTTOM WALL

CBL CABLE

CHD CHORD

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SOURCE

CJ CONTROL JOINT

CL CENTER LINE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COMM COMMUNICATION

CONC CONCRETE

COND CONDENSATE

CPP CORRUGATED PLASTIC PIPE

CS COATED STEEL

CY CUBIC YARDS

DB DEED BOOK

DEMO DEMOLITION

DI DUCTILE IRON

DIA DIAMETER

DIR DIRECTION

DN DOWN

DWG DRAWING

DWGS DRAWINGS

DY/4" DOUBLE YELLOW 4"

E= EASTING

E & S EROSION AND SEDIMENTATION CONTROL

EA EACH

EBOX ELECTRICAL BOX

EJ EXPANSION JOINT

EL ELEVATION

EOP EDGE OF PAVE

EOS EDGE OF SHOULDER

EVCE END VERTICAL CURVE ELEVATION

EVCS END VERTICAL CURVE STATION

EXIST EXISTING

FES FLARED END SECTION

FF FINISH FLOOR

FG FINISH GRADE

FH FIRE HYDRANT

FM FORCE MAIN

FND FOUND

FRP FIBERGLASS REINFORCED PIPE

FS FIRE SERVICE

FT FEET

G GAS

GND GROUND

GPM GALLONS PER MINUTE

GV GAS VALVE

HC HYDRAULIC CONDUCTIVITY

HOP HIGHWAY OCCUPANCY PERMIT

HT HEIGHT

ID INSIDE DIAMETER

IN INCHES

INV INVERT

JB JUNCTION BOX

LAT LATITUDE

LF LINEAL FEET

LOD LIMIT OF DISTURBANCE

LONG LONGITUDE

LP LIGHT POLE

LT LEFT

LVC LENGTH VERTICAL CURVE

MAX MAXIMUM

MB MAILBOX

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MON MONUMENT

MPT MAINTENANCE AND PROTECTION OF TRAFFIC

N/F NOW OR FORMERLY

N NORTHING

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFSET

OH OVERHEAD

OHE OVERHEAD ELECTRIC

OHW OVERHEAD WIRE

OHWM ORDINARY HIGH WATER MARK

PCSM POST CONSTRUCTION STORM WATER MANAGEMENT

PG PAGE

PI POINT OF INTERSECTION

PIN PROPERTY IDENTIFICATION NUMBER

PL PROPERTY LINE

PNT POINT

POB POINT OF BEGINNING

POE POINT OF ENDING

PPC PREPAREDNESS PREVENTION AND CONTINGENCY

PRC POINT REVERSE CURVE

PRV PRESSURE REDUCING VALVE

PT POINT TANGENCY

PVC POINT OF VERTICAL CURVE

PVI POINT OF VERTICAL INTERSECTION

R/W RIGHT-OF-WAY

R RADIUS

RA ROCK APRON

RB RECORD BOOK

RCE ROCK CONSTRUCTION ENTRANCE

RCP REINFORCED CONCRETE PIPE

RR RAILROAD

S SLOPE

SAN SANITARY

SEG SEGMENT

SF SQUARE FEET

SCH SCHEDULE

SLCPP SMOOTH LINE CORRUGATED POLYETHYLENE PIPE

SR STATE ROUTE

STL STEEL

STM STEAM

SY SQUARE YARDS

T= TANGENT

TB TEST BORING

TBA TO BE ABANDONDED

TBR TO BE REMOVED

TC TOP CURB

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TP TEST PIT

TWP TOWNSHIP

TW TOP WALL

TYP TYPICAL

UG UNDERGROUND

UGE UNDERGROUND ELECTRIC

UPOLE UTILITY POLE

UTIL UTILITIES

W WATER

W/24" WHITE 24"

W/4" WHITE 4"

WSE WATER SURFACE ELEVATION

WV WATER VALVE

WWTP WASTE WATER TREATMENT PLANT

YR YEAR

PROPERTY LINE

DRAINAGE SWALE

SANITARY FORCE MAIN LINE

STORM INLET

PROPOSEDITEM

CONCRETE AREA

TRAFFIC SIGNAL JUNCTION BOX

DRAWING TITLE & PROJECT NAME

DRAWING NO.

SEALS

REVISIONS

DRAWN BY

CHECKED BY

DATE

PROJECT NO.

PROJECT STATUS

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. T his do cu me nt an d a ll a ss oc iat ed do cu me nts ar e p re pa re d f or a sp ec ific si te an d e ve nt, an d i nc or po ra te ca lcu lat ion s a nd m ea su re me nts av ail ab le fro m tim e o f d ra ftin g.

Us e o f th is de sig n i s g ra nte d t o t he cl ien t fo r t he sp ec ifii ed an d n am ed ev en t o nly

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SC

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Wilkes-Barre 613 Baltimore Dr. Suite 300

Wilkes-Barre, PA 18702 570-821-1999

CS2

2024-18899 2024.12.27

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GENERAL PERMIT NOTES

"DRIVEWAYS AND LOCAL ROADS"

1. THE EXISTING SPEED LIMIT ON S.R. 1004 IS 25 M.P.H.

2. THE LEGAL RIGHT-OF-WAY ON S.R. 1004 IS FIFTY (50) FEET BASED ON LUZERNE

COUNTY ROAD DOCKET M PAGE 205, RECORDED IN LUZERNE COUNTY.

3. ALL WORK IN PA STATE HIGHWAY RIGHT-OF-WAY IS TO BE PERFORMED

CONSISTENT WITH THE FOLLOWING:

3.1 PENNDOT PUBLICATION 13M, DESIGN MANUAL PART 2 – HIGHWAY

DESIGN

3.2 PENNDOT PUBLICATION 34, APPROVED AGGREGATE PRODUCERS

(BULLETIN 14)

3.3 PENNDOT PUBLICATION 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15)

3.4 PENNDOT PUBLICATION 41, PRODUCERS OF BITUMINUOUS MATERIALS (BULLETIN 41)

3.5 PENNDOT PUBLICATION 42, PRODUCERS OF READY-MIX CONCRETE (BULLETIN 42)

3.6 PENNDOT PUBLICATION 46, TRAFFIC ENGINEERING MANUAL

3.7 PENNDOT PUBLICATION 72M, STANDARDS FOR ROADWAY CONSTRUCTION

3.8 PENNDOT PUBLICATION 111, PAVEMENT MARKINGS AND SIGNING STANDARDS

3.9 PENNDOT PUBLICATION 212, OFFICIAL TRAFFIC CONTROL DEVICES

3.10 PENNDOT PUBLICATION 213, TEMPORARY TRAFFIC CONTROL GUIDELINES

3.11 PENNDOT PUBLICATION 236, HANDBOOK OF APPROVED SIGNS

3.12 PENNDOT PUBLICATION 408, SPECIFICATIONS

4. THE DRIVEWAY HAS BEEN DESIGNED (AND WILL BE CONSTRUCTED AND MAINTAINED)

CONSISTENT WITH TITLE 67, CHAPTER 441 REGULATIONS.

5. PA STATE HIGHWAY RIGHT-OF-WAY MAY NOT BE USED FOR PARKING.

6. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED STRUCTURES,

FACILITIES AND DRAINAGE.

7. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED SIGNS AND PAVEMENT

MARKINGS.

8. CONTACT PENNSYLVANIA ONE-CALL (1-800-242-1776) THREE WORKING DAYS BEFORE

EXCAVATION OR DEMOLITION WORK. SERIAL NUMBER 20230111159 FOR PLAINS TOWNSHIP.

9. DISTANCE TO THE NEAREST INTERSECTION IS: 180 FT RT. 300 FT LT. .

DISTANCE TO THE NEAREST TRAFFIC SIGNAL IS +500 FEET.

DISTANCE TO THE NEAREST OPPOSITE DRIVEWAY IS: 0 FT.

DISTANCE TO THE NEAREST ADJACENT DRIVEWAY IS: 60 FT LT.

10. IF A TRAFFIC SIGNAL IS WITHIN 500 FEET OF THE SITE, CALL THE DISTRICT TRAFFIC

ENGINEER AT LEAST 3 DAYS PRIOR TO THE START OF WORK.

11. THIS PERMIT MAY BE RESTRICTED ON WORKING HOURS AND TIMES FOR HOLIDAYS,

WEEKENDS, AND SPECIAL OR UNFORESEEN EVENTS AND WILL REQUIRE APPROVAL FROM

THE COUNTY OFFICE PRIOR TO WORKING DURING THESE PERIODS.

12. THE PERMITTEE’S CONTRACTOR SHALL SAWCUT AND REMOVE SHOULDER MATERIAL AS

NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT IS ADJACENT TO THE FULL-DEPTH

PAVEMENT OF THE TRAVEL LANE.

13. FINAL APPROVAL OF THE PROPOSED SAWCUT LOCATION WILL BE AT THE DISCRETION OF

THE INSPECTOR-IN-CHARGE AND WILL BE CONFIRMED AT THE PRE-CONSTRUCTION MEETING.

IF THE SAWCUT MUST BE LOCATED WITHIN A TRAVEL LANE, IT WILL BE NECESSARY TO MILL

AND OVERLAY THE TRAVEL LANE TO PREVENT A JOINT IN A WHEEL PATH.

14. THE PROPOSED PAVEMENT SECTION MUST BE AS INDICATED ON THE PLAN, OR MATCH THE

EXISTING AS FOUND IN THE FIELD, WHICHEVER IS GREATER.

15. PRIOR TO AN OVERLAY, BITUMINOUS OR CONCRETE BASE REPAIR OR JOINT REPLACEMENT

MAY BE REQUIRED. REPAIR/REPLACEMENT WILL BE AT THE DISCRETION OF THE

INSPECTOR-IN-CHARGE.

16. ALL EXISTING PAVEMENT MARKINGS WHICH ARE NO LONGER APPROPRIATE SHALL BE

ERADICATED BY THE PERMITTEE. THE PERMITTEE SHALL PLACE ALL REQUIRED NEW

PAVEMENT MARKINGS.

17. ALL PAVEMENT MARKINGS OTHER THAN LONGITUDINAL LINES TO BE HOT THERMOPLASTIC

(PENNDOT PUBLICATION 111, TC-8600).

18. MATCH EXISTING PAVEMENT MARKINGS AT THE LIMITS OF WORK.

19. MATERIAL CERTIFICATION MUST BE PROVIDED, BY AN APPROVED MANUFACTURER LISTED IN

THE DEPARTMENT’S PUBLICATION 35 (BULLETIN 15), FOR ALL MATERIALS AND STRUCTURES

WITHIN PENNDOT RIGHT-OF-WAY.

20. THE PERMITTEE SHALL CONTACT THE COUNTY MAINTENANCE MANAGER AT THE TIME OF

THE GUIDERAIL REMOVAL; ALL EXISTING GUIDERAIL TO BE REMOVED SHALL BE

TRANSPORTED TO AND STORED AS PER THE DIRECTION FROM THE COUNTY MAINTENANCE

MANAGER OR HIS REPRESENTATIVE.

21. ALL PROPOSED PEDESTRIAN FACILITIES REFLECTED ON THESE PLANS, INCLUDING THOSE

THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, SHALL BE CONSTRUCTED TO

COMPLY WITH THE REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY

ACCESSIBILITY GUIDELINES (PROWAG) OF THE ACCESSIBILITY GUIDELINES OF BUILDINGS

AND FACILITIES (ADAAG). PENNDOT DESIGN MANUAL PART 2, CHAPTER 6, AND PENNDOT

STANDARDS FOR ROADWAY CONSTRUCTION (PENNDOT PUBLICATION 72M, RC-67M)

PROVIDE GUIDANCE ON ADA ACCESSIBLE DESIGN FOR PEDESTRIAN FACILITIES AND CAN BE

UTILIZED FOR REFERENCE.

22. ALL SLOPE MEASUREMENTS WILL BE INSPECTED/VERIFIED WITH A 2-FOOT SMART LEVEL.

23. IT IS THE RESPONSIBILITY OF THE PERMITTEE TO REMOVE ANY DEBRIS AND FLUSH OUT ALL

EXISTING AND NEW STORM DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS AT THE

COMPLETION OF THE CONSTRUCTION.

24. MODIFICAITONS TO EXISTING DRAINAGE STRUCTURES MAY RESULT IN THE NEED TO

REPLACE THE STRUCTURE. REPLACEMENT WILL BE AT THE DISCRETION OF THE

INSPECTOR-IN-CHARGE.

25. STRUCTURAL STEEL BICYCLE SAFE GRATES MUST BE PROVIDED FOR ALL INLETS WITHIN

THE ROADWAY PAVEMENT OF THOSE THAT MAY RECEIVE BICYCLE TRAFFIC (PENNDOT

PUBLICATION 72M, RC-45M).

26. THE RESPONSIBILITY FOR ENSURING THAT ALL UTILITY POLES WITHIN THE PROPOSED

PAVING ARE RELOCATED OUTSIDE OF PAVED AREAS AND SHOULDERS SHALL BE THAT OF

THE PERMITTEE. THE UTILITY POLES MUST BE RELOCATED BEFORE THE START OF ANY

PAVING OPERATIONS.

27. THE PERMITTEE IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY

CONFLICTING UTILITIES WHICH ARE A RESULT OF THESE IMPROVEMENTS.

28. ALL UTILITY RELOCATION PERMITS TAKE PRECEDENCE OVER THE UTILITY RELOCATION

POSITIONS SHOWN ON THE HOP PLANS.

29. LIST OF PUBLIC UTILITIES IS PROVIDED ON COVER SHEET.

GENERAL NOTES:

1. THE PLAN(S) AND TYPICAL SECTIONS DEPICT THE GENERAL LAYOUT,

LENGTH, SCOPE AND LIMITS OF WORK. THEY MAY NOT INDICATE ALL

SITE SPECIFIC CONDITIONS THAT WILL NEED TO BE ADDRESSED ON

AN INDIVIDUAL BASIS DURING CONSTRUCTION. CONTRACTOR SHALL

BE RESPONSIBLE TO THOROUGHLY EXAMINE ALL EXISTING

CONDITIONS OF THE SITE PRIOR TO SUBMITTING A BID SO AS TO

IDENTIFY ANY SITE SPECIFIC CONDITIONS THAT MAY AFFECT HIS

BID.

2. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER

ANY SITE SPECIFIC CONDITION THAT MAY REQUIRE SPECIAL

ATTENTION DURING CONSTRUCTION PRIOR TO THE

COMMENCEMENT OF WORK.

3. THE CONTRACTOR WILL BE RESPONSIBLE TO CONTACT THE

PENNSYLVANIA ONE-CALL NUMBER AT 1-800-242-1776 NOT LESS

THAN THREE (3), NOR MORE THAN TEN (10) WORKING DAYS PRIOR

TO THE START OF WORK TO HAVE ALL UTILITIES MARKED IN THE

AREAS OF WORK.

4. THE CONTRACTOR WILL BE RESPONSIBLE TO CONTRACT DIRECTLY,

ANY UTILITY NOT LISTED ON THE DRAWING, OR NOT ON RECORD

WITH THE PENNSYLVANIA ONE-CALL SYSTEM NOT LESS THAN THREE

(3), NOR MORE THAN TEN (10) WORKING DAYS PRIOR TO THE START

OF WORK TO HAVE ALL UTILITIES MARKED IN THE AREAS OF WORK.

5. CONTRACTOR SHALL FIELD VERIFY EXISTING SITE CONDITIONS AND

UTILITY LOCATIONS PRIOR TO CONSTRUCTION.

6. CONSTRUCTION SHALL BE LIMITED TO ONE (1) SIDE OF S.R. 1004

(CHURCH STREET) ON A DAILY BASIS. AT NO TIME SHALL

CONSTRUCTION WORK BE PERMITTED ON BOTH SIDES OF S.R. 1004

(CHURCH STREET) SIMULTANEOUSLY, UNLESS OTHERWISE

DIRECTED BY THE ENGINEER AND AUTHORIZED BY PENNDOT.

7. IN ADDITION TO THE CONTRACT DOCUMENTS, THIS PROJECT SHALL

BE CONSTRUCTED IN ACCORDANCE WITH PENNSYLVANIA

DEPARTMENT OF TRANSPORTATION SPECIFICATIONS PUBLICATION

408 AND PENNSYLVANIA DEPARTMENT OF TRANSPORTATION

STANDARDS FOR ROADWAY CONSTRUCTION, LATEST EDITIONS,

UNLESS OTHERWISE NOTED, SPECIFIED, OR DIRECTED.

8. DETAILS, OTHER THAN THOSE INDICATED, ARE ON THE FOLLOWING

STANDARD DRAWINGS:

RC-28M SEPT 1, 2023 TC-8600 JUNE 13, 2013

RC-64M FEB 19, 2021 TC-8702B JUNE 13, 2013

RC-67M FEB 19, 2021 TC-8716 FEB 21, 2024

TC-8717 JUNE 13, 2013

9. ALL NECESSARY TRAFFIC CONTROL IS THE RESPONSIBILITY OF THE

CONTRACTOR AND SHALL BE IN ACCORDANCE WITH PENNDOT

PUBLICATIONS 212, 213 AND 236.

10. ANY EXISTING HAZARDOUS WASTE (UNDERGROUND TANKS,

ASBESTOS) ENCOUNTERED IN THE PREPARATION OF THE PROJECT

SITE MUST BE REMOVED BY A LICENSED HAZARDOUS MATERIAL

CONTRACTOR AND DISPOSED OF AT AN APPROVED FACILITY.

11. ASPHALT CEMENT SHALL BE USED TO SEAL ALL PAVEMENT JOINTS.

12. EXISTING CONDITIONS DEPICTED ON PLAN DWG. NO C201, C202, AND

C203, INCLUDING CONTOURS, ARE BASED ON A FIELD SURVEY

PERFORMED BY BORTON-LAWSON.

13. THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION COULD

NOT PROVIDE RIGHT-OF-WAY PLANS FOR STATE ROUTE 1004

(CHURCH STREET). THE RIGHT-OF-WAY LINES WERE DEVELOPED

FROM DEEDS, RECORDED MAPS AND FIELD EVIDENCE.

14. THE RESPONSIBILITY FOR ENSURING THAT ALL UTILITY POLES AND

FIRE HYDRANTS WITHIN THE PROPOSED PAVING ARE RELOCATED

OUTSIDE OF PAVED AREAS AND SHOULDERS SHALL BE THAT OF THE

PERMITTEE. UTILITY POLES AND FIRE HYDRANT(S) MUST BE

RELOCATED BEFORE THE START OF ANY PAVING OPERATIONS. THE

UTILITY POLE RELOCATION WILL BE PERFORMED BY THE

APPROPRIATE UTILITY COMPANY.

15. CURBS AND SIDEWALKS ARE TO BE DESIGNED AND INSTALLED

CONSISTENT WITH SECTIONS 630, 676, AND 695 OF PUBLICATION 408,

ROADWAY CONSTRUCTION STANDARDS, RC-64M AND RC-67M, AND

PUBLICATION 13M, DESIGN MANUAL, PART 2, CHAPTER 6. SEE

SETION 416 OF THE STATE HIGHWAY LAW.

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LOUIS S. SPACIANO

DRAWING TITLE & PROJECT NAME

DRAWING NO.

SEALS

REVISIONS

DRAWN BY

CHECKED BY

DATE

PROJECT NO.

PROJECT STATUS

Th is dr aw ing re pr es en ts a d es ign in ten t a nd co nc ep t o nly

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Wilkes-Barre, PA 18702 570-821-1999

C201

2024-18899 2024.12.27

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TYPICAL SECTION

MILL AND OVERLAY WITH FULL DEPTH WIDENING

SR 1004 (CHURCH STREET)

NOT TO SCALE

STATION 1+00.00 TO STATION 6+44.00

*SEE CROSS SLOPE TABLE

EO

P

EO

P

SUPERPAVE ASPHALT MIXTURE DESIGN,

BINDER COURSE STRUCTURAL OVERLAY,

PG 64-22, 3 TO 10 MILLION ESALS 19.0MM MIX,

MINIMUM 2-1/2" COMPACTED DEPTH, SRL-L (TYP)

SUPERPAVE ASPHALT MIXTURE DESIGN,

WEARING COURSE, PG 64-22 3 TO 10 MILLION

ESALS 9.5MM MIX, 1-1/2" COMPACTED DEPTH,

SRL-L (TYP)

COAT EDGES AND

JOINTS WITH CRAFCO

SUPERFLEX ASPHALT

CEMENT (TYP)

SUPERPAVE ASPHALT MIXTURE DESIGN, BASE

COURSE, PG 64S-22, 3.0 TO 10 MILLION ESALS,

25.0 MIX, 5" DEPTH OR MATCH EXISTING,

WHICHEVER IS GREATER

9'± PARKING 9'± PARKING

PLAIN CEMENT CONCRETE

CURB, 6" REVEAL

PLAIN CEMENT CONCRETE

CURB, 6" REVEAL

1.50% 2.00%

*TREE LINE WIDTH AND SLOPE VARY

VARIES VARIES

VARIES

CEMENT CONCRETE

SIDEWALK, 4" DEPTH

TYP

SUBBASE 6" DEPTH (NO. 2A)

1' MIN

SR 1004 (CHURCH ST) SURVEY

& CONSTR

5' SIDEWALK 5' SIDEWALK

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

PA ONE CALL SERIAL NO. 20250101402

VARIES 1' TO 5'-10" VARIES 1' TO 5'-4"

TYP.

CROSS SLOPE TABLE

LT SLOPE STATION RT SLOPE

-4.00% 1+00.00 -4.00% -2.00% 2+00.00 -3.00% -2.00% 6+00.00 -3.00% -3.00% 6+44.00 -2.00%

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING

COURSE (SCATCH), PG 64-22 3 TO 10 MILLION

ESALS 9.5MM MIX, 1/2" MINIMUM DEPTH

MILLING OF ASPHALT PAVEMENT SURFACE, 1-1/2" DEPTH

(MILLED MATERIAL RETAINED BY CONTRACTOR)

ASPHALT TACK COAT

ASPHALT TACK COAT

TREE LINE

VARIES

2'-2" TO 9'-1"

TREE LINE

VARIES

1'-7" TO 10'

4" TOPSOIL, SEEDING, AND MULCH (TYP)

1. IF THE MAXIMUM BUILD- UP IS GREATER THAN 2", USE SUPERPAVE ASPHALT

MIXTURE DESIGN, BASE COURSE, PG 64S-22, 3 TO 10 MILLION ESALS, 25.0 MM MIX

NOTES:

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LOUIS S. SPACIANO

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NO. PE080706

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EXISTING BIT CONC PAVEMENT STRUCTURE

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BACK OF SIDEWALK ELEVATION TO REMAIN AS EXISTING

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BACK OF SIDEWALK ELEVATION TO REMAIN AS EXISTING

AutoCAD SHX Text 29' OF 1.5" SPAV, HMA WRG,64-22, 9.5MM, H, Year 2006

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29' OF 1" BITUMINOUS WEARING CRSE FJ-1, YEAR 1982

30' OF 4" BRICK WEARING SURFACE, YEAR 1900

CONC WALK

9' 10'

10' 9'

VAR

IES

1'-7"

TO

10' 5'

VAR

IES

2'-2" TO

9'-1"

5'

R8'

START WORK

STA 1+00.00

SEG 0040 OFF 1191

SR 1004

RESET

RELOCATE

RELOCATE

LIMIT OF

PAVING

BILBOW

LANE

LIMIT OF

PAVING

BUNNY LANE

LIMIT OF PAVING

SR 1004

CHURCH SREET

SR 1004

SURVEY &

CONSTR

1+

2+

3+

SEG 0040

OFF 1291

SEG 0040

OFF 1391

SEG 0040

OFF 1291

TO BE RELOCATED

BY OTHERS

TO BE RELOCATED

BY OTHERS

TO BE RELOCATED

BY OTHERS

TO BE RELOCATED

BY OTHERS

AH

AH

AH

AH

AH AH

AH AH ERB ERB ERB ERB

ERB ERB

DRAWING TITLE & PROJECT NAME

DRAWING NO.

SEALS

REVISIONS

DRAWN BY

CHECKED BY

DATE

PROJECT NO.

PROJECT STATUS

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0' 10' 20' 30'

SCALE: 1" = 10'

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

PA ONE CALL SERIAL NO. 20250101402

LEGEND

MATCHLINE

SHEET CXXX

SHEET CXXX

DRIVEWAY KEY NUMBER

(REFER TO DRIVEWAY KEY

NUMBER TABULATION -THIS

SHEET)

WEST DRIVEWAYS

LEGEND

SYMBOL

HOUSE

NUMBER OWNER DRIVEWAY PERMIT SEGMENT OFFSET APPLICATION NUMBER

THOMAS SHONE MINIMUM USE 0040 1314 400207

JOSEPH & ELAINE LIPINSKI MINIMUM USE 0040 1462 400211

UTILITY POLE INFORMATION

CHURCH STREET

LOCATION POLE NUMBER COORDINATES AT FACE OF

PROPOSED CURB OPPOSITE POLE REMARKS

SOUTH SIDE N406248.2649/E2474292.7863 TO BE RELOCATED

BY OTHERS

SOUTH SIDE N406319.6028/E2474380.7130 TO BE RELOCATED

BY OTHERS

NORTH SIDE N406386.4579/E2474413.7670 TO BE RELOCATED

BY OTHERS

NORTH SIDE N406316.6480/E2474323.0855 TO BE RELOCATED

BY OTHERS

BITUMINOUS PAVEMENT MILL &

OVERLAY

CEMENT CONCRETE SIDEWALK

DRIVEWAY APRON

FULL DEPTH PAVEMENT

POINT STATION NORTHING EASTING

PI 0+00.00 406151.6858 2474134.8427

PI 1+60.33 406249.6097 2474261.7933

PI 1+64.67 406252.2266 2474265.2605

PI 1+70.72 406255.9648 2474270.0075

PI 1+88.83 406266.7116 2474284.5879

PI 2+31.01 406292.1515 2474318.2392

PI 3+44.29 406361.2762 2474407.9825

PI 3+99.34 406394.5947 2474451.7967

PI 4+67.57 406436.2473 2474505.8470

PI 4+99.13 406455.0966 2474531.1487

PI 5+11.08 406462.5495 2474540.4942

PI 5+48.06 406484.9554 2474569.9101

PI 6+83.00 406567.5765 2474676.6044

BEARING

SUMMARY OF PROJECT COORDINATES TREE SCHEDULE

TREES

KEY BOTANICAL NAME COMMON NAME

ERB CERCIS CANADENSIS EASTERN RED BUD

FD CORNUS FLORIDA FLOWERING DOGWOOD

AH CARPINUS CAROLINIANA AMERICAN HORNBEAM

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SR 1004 (CHURCH STREET)

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UT POLE VZ 358

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UT POLE BT CO290

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UT POLE UGI 50568 40619

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UT POLE VZ357

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UT POLE UGI502578 40628

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UT POLE VZ 356

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UT POLE UGI505888 40635

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"NO PARKING"

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"25 MPH"

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"HANDICAP PARKING"

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GM (TYP.)

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SAN MH RIM:585.26' PAVED OVER

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STORM MH RIM:585.04' INV(W):578.09' INV(SE):577.89'

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SAN MH RIM:585.13' INV(SE):578.43' INV(NW):577.23'

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LOUIS S. SPACIANO

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NO. PE080706

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EXISTING POSTAL ADDRESS NUMBER

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VZ357

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VZ 356

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UGI505888 40635

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UGI502578 40628

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AutoCAD SHX Text N52° 57' 17"E

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AutoCAD SHX Text N51° 25' 42"E

AutoCAD SHX Text N52° 42' 13"E

N52° 14' 48"E

9' 10'

10' 9'

VAR

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10' 5'

VAR

IES

2'-6" TO

2'-3"

5'

STOP WORK

STA 6+58.00

SEG 0040 OFF 1749

SR 1004

RESET

RELOCATE

RESET

RELOCATE

RELOCATE

SR 1004

SURVEY &

CONSTR

LIMIT OF

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CHURCH

SREET

LIMIT OF

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MILLWARD

LANE

4+

5+00 6+

6+

SEG 0040

OFF 1491

SEG 0040

OFF 1591

SEG 0040

OFF 1691

TO BE RELOCATED

BY OTHERS

TO BE RELOCATED

BY OTHERS

TO BE RELOCATED

BY OTHERS

ERB

ERB

FD

FD

FD

FD

FDFDFD

FD

TYPE D-H

INLET

TYPE 4

MANHOLE

P-1 10"

TYPE D-H

INLET

FIRE HYDRANT

P-2 10"

TYPE 4

MANHOLE

DRAWING TITLE & PROJECT NAME

DRAWING NO.

SEALS

REVISIONS

DRAWN BY

CHECKED BY

DATE

PROJECT NO.

PROJECT STATUS

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C203

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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

PA ONE CALL SERIAL NO. 20250101402

WEST DRIVEWAYS

LEGEND

SYMBOL

HOUSE

NUMBER OWNER DRIVEWAY PERMIT SEGMENT OFFSET APPLICATION NUMBER

CHARLES VIAUD MINIMUM USE 0040 1525 400213

JOHN & CRISTEN SHEPULSKI MINIMUM USE 0040 1568 400214

CANDICE NICHOLS MINIMUM USE 0040 1610 400215

BRIAN DERBY MINIMUM USE 0040 1694 400216

UTILITY POLE INFORMATION

CHURCH STREET

LOCATION POLE NUMBER COORDINATES AT FACE OF

PROPOSED CURB OPPOSITE POLE REMARKS

SOUTH SIDE N406380.0777/E2474460.2460 TO BE RELOCATED

BY OTHERS

SOUTH SIDE N406490.1606/E2474604.8217 TO BE RELOCATED

BY OTHERS

NORTH SIDE N406540.8452/E2474613.6484 TO REMAIN

NORTH SIDE N406466.2603/E2474518.5028 TO BE RELOCATED

BY OTHERS

POINT STATION NORTHING EASTING

PI 0+00.00 406151.6858 2474134.8427

PI 1+60.33 406249.6097 2474261.7933

PI 1+64.67 406252.2266 2474265.2605

PI 1+70.72 406255.9648 2474270.0075

PI 1+88.83 406266.7116 2474284.5879

PI 2+31.01 406292.1515 2474318.2392

PI 3+44.29 406361.2762 2474407.9825

PI 3+99.34 406394.5947 2474451.7967

PI 4+67.57 406436.2473 2474505.8470

PI 4+99.13 406455.0966 2474531.1487

PI 5+11.08 406462.5495 2474540.4942

PI 5+48.06 406484.9554 2474569.9101

PI 6+83.00 406567.5765 2474676.6044

BEARING

SUMMARY OF PROJECT COORDINATES

LEGEND

MATCHLINE

SHEET CXXX

SHEET CXXX

DRIVEWAY KEY NUMBER

(REFER TO DRIVEWAY KEY

NUMBER TABULATION -THIS

SHEET)

BITUMINOUS PAVEMENT MILL &

OVERLAY

CEMENT CONCRETE SIDEWALK

DRIVEWAY APRON

FULL DEPTH PAVEMENT

TREE SCHEDULE

TREES

KEY BOTANICAL NAME COMMON NAME

ERB CERCIS CANADENSIS EASTERN RED BUD

FD CORNUS FLORIDA FLOWERING DOGWOOD

AH CARPINUS CAROLINIANA AMERICAN HORNBEAM

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UT POLE BT CO 102

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MAIN ST

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UT POLE VZ 355

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UT POLE UGI50595 40601

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UT POLE VZ 353

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UT POLE UGI50603 406417

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UT POLE UGI 50606 40653

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UT POLE VZ 74

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"MILWARD LN / CHURCH ST"

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CURB

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GRAVEL DRIVE

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PAVED DRIVE

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STORM INLET RIM:562.67'

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STORM INLET RIM:563.19' INV(NE):558.79'

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STORM MH RIM:561.44' SEALED'

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"STOP"

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BUILDING (TYP.)

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"25 MPH"

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"CHILDREN PLAYING"

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ENGINEER

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LOUIS S. SPACIANO

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NO. PE080706

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VZ 355

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VZ 353

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UGI50603 406417

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UGI50595 40601

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AutoCAD SHX Text N53° 36' 26"E

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EXISTING POSTAL ADDRESS NUMBER

1+

2+

3+

CONC WALK

CONC WALK

STOP WORK

STA 1+00.00

SEG 0040 OFF

SR 1004

TC- 583.34

BC- 582.84

TC- 581.93

BC- 581.43

TC- 580.14

BC- 579.64

TC- 577.80

BC- 577.30

TC- 584.92

BC- 584.42

TC- 583.91

BC- 583.41

TC- 585.07

BC- 584.67

TC- 584.20

BC- 583.70

TC- 583.40

BC- 582.90

TC- 581.98

BC- 581.48

TC- 580.39

BC- 579.89

TC- 578.00

BC- 577.50

TC- 575.52

BC- 575.02 TC- 573.41

BC- 572.91

TC- 575.51

BC- 575.01

TC- 573.59

BC- 573.09

581.19 580.64

REFER TO

DRIVEWAY

DETAIL

574.67 574.15

REFER TO

DRIVEWAY

DETAIL

TC- 574.27

BC- 573.77

HOLD BACK OF SIDEWALK

ELEVATION ALONG ENTIRE

LENGTH

HOLD BACK OF

SIDEWALK ELEVATION

ALONG ENTIRE

LENGTH

REFER TO

ADA RAMP

SHEET

REFER TO ADA

RAMP SHEET

REFER TO ADA

RAMP SHEET

REFER TO ADA

RAMP SHEET

-4.53%

-4.48% -5.39%

-5.28%

-4.14%

-4.16%

-4.14%

-4.25% -3.14%

-3.14%

-2 .0

0%

-1 .5

0%

-2 .0

0% -1

.5 0%

-2 .0

0%

-1 .5

0%

-2 .0

0% -3

.0 0%

-3 .0

0% -2

.0 0%

SEG 0040

OFF 1291

SEG 0040

OFF 1391

SEG 0040

OFF 1191

R8'

R8'

R6'

R6'

R5'

R7'

-4 .0 0% -2

.0 0%

-4 .0 0%

5.

0.

-5 .5

8%

3.

-1

.0 0%

-0 .2

1%

0.

-7 .7

1%

DRAWING TITLE & PROJECT NAME

DRAWING NO.

SEALS

REVISIONS

DRAWN BY

CHECKED BY

DATE

PROJECT NO.

PROJECT STATUS

Th is dr aw ing re pr es en ts a d es ign in ten t a nd co nc ep t o nly

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Wilkes-Barre 613 Baltimore Dr. Suite 300

Wilkes-Barre, PA 18702 570-821-1999

C301

2024-18899 2024.12.27

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0' 10' 20' 30'

SCALE: 1" = 10'

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

PA ONE CALL SERIAL NO. 20250101402

LEGEND

MATCHLINE

SHEET CXXX

SHEET CXXX

DRIVEWAY KEY NUMBER

(REFER TO DRIVEWAY KEY

NUMBER TABULATION -THIS

SHEET)

BITUMINOUS PAVEMENT MILL &

OVERLAY

CEMENT CONCRETE SIDEWALK

DRIVEWAY APRON

FULL DEPTH PAVEMENT

DRIVEWAY DESIGN CALCULATIONS

PARCEL STA SIDE

CURB REVEAL AT

DEPRESSED CURB (INCH)

DRIVEWAY APRON SIDEWALK

NOTES EPS NUMBER

WIDTH (FT) SLOPE (%) WIDTH (FT) SLOPE (%)

60 2+03 RT 1.5 2 10 5 2 HOLD BACK OF SIDEWALK 400207

36 3+45 RT 1.5 2.9 10.9 4 2 HOLD BACK OF SIDEWALK 400211

32 4+07 RT 1.5 3.2 11.0 4 2 HOLD BACK OF SIDEWALK 400213

30 4+40 RT 1.5 3.5 9.4 4 2 HOLD BACK OF SIDEWALK 400214

20 4+89 RT 1.5 3 10.8 4 2 HOLD BACK OF SIDEWALK 400215

14 5+72 RT 0 4.0 3.1 5 2 HOLD BACK OF SIDEWALK 400216

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SAN MH RIM:585.26' PAVED OVER

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SAN MH RIM:585.13' INV(SE):578.43' INV(NW):577.23'

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SAN MH RIM:585.26' PAVED OVER

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STORM MH RIM:585.04' INV(W):578.09' INV(SE):577.89'

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STORM MH RIM:586.40' INV(W):583.23' INV(NW):579.05' INV(NE):578.75'

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SAN MH RIM:585.13' INV(SE):578.43' INV(NW):577.23'

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BILBOW LANE

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BUNNY LANE

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SR 1007 (CHURCH STREET)

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ENGINEER

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LOUIS S. SPACIANO

AutoCAD SHX Text

NO. PE080706

AutoCAD SHX Text

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AutoCAD SHX Text #21

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EXISTING POSTAL ADDRESS NUMBER

4+

5+00 6+

6+

CONC WALK

CONC WALK

STOP WORK

STA 6+58.00

SEG 0040 OFF 1749

SR 1004

572.65 572.26

REFER TO

DRIVEWAY DETAIL

TC- 572.42

BC- 571.92

571.62 571.31

REFER TO

DRIVEWAY DETAIL

TC- 571.45

BC- 570.95

570.04 569.65

REFER TO

DRIVEWAY DETAIL

TC- 569.78

BC- 569.28

TC- 568.25

BC- 567.75

567.39 567.03

REFER TO

DRIVEWAY

DETAIL

TC- 567.13

BC- 566.63

TC- 565.79

BC- 565.29

TC- 569.07

BC- 568.57

TC- 566.00

BC- 565.50

TC- 566.86

BC- 566.36

TC- 568.11

BC- 567.61

TC- 569.67

BC- 569.17

TC- 569.79

BC- 569.29

REFER TO

ADA RAMP

SHEET

REFER TO

ADA RAMP

SHEET

TC- 570.94

BC- 570.44

TC- 572.75

BC- 572.25

TC- 571.87

BC- 571.37

HOLD BACK OF

SIDEWALK ELEVATION

ALONG ENTIRE

LENGTH

HOLD BACK OF

SIDEWALK ELEVATION

ALONG ENTIRE

LENGTH

HOLD BACK OF

SIDEWALK ELEVATION

ALONG ENTIRE

LENGTH

HOLD BACK OF SIDEWALK

ELEVATION ALONG ENTIRE

LENGTH

SEG 0040

OFF 1491

SEG 0040

OFF 1591

SEG 0040

OFF 1691

R3' R3'

R13'

R11'

R 6'

R9'

DRAWING TITLE & PROJECT NAME

DRAWING NO.

SEALS

REVISIONS

DRAWN BY

CHECKED BY

DATE

PROJECT NO.

PROJECT STATUS

Th is dr aw ing re pr es en ts a d es ign in ten t a nd co nc ep t o nly

. T his do cu me nt an d a ll a ss oc iat ed do cu me nts ar e p re pa re d f or a sp ec ific si te an d e ve nt, an d i nc or po ra te ca lcu lat ion s a nd m ea su re me nts av ail ab le fro m tim e o f d ra ftin g.

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Wilkes-Barre 613 Baltimore Dr. Suite 300

Wilkes-Barre, PA 18702 570-821-1999

C302

2024-18899 2024.12.27

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0' 10' 20' 30'

SCALE: 1" = 10'

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

PA ONE CALL SERIAL NO. 20250101402

LEGEND

MATCHLINE

SHEET CXXX

SHEET CXXX

DRIVEWAY KEY NUMBER

(REFER TO DRIVEWAY KEY

NUMBER TABULATION -THIS

SHEET)

BITUMINOUS PAVEMENT MILL &

OVERLAY

CEMENT CONCRETE SIDEWALK

DRIVEWAY APRON

FULL DEPTH PAVEMENT

DRIVEWAY DESIGN CALCULATIONS

PARCEL STA SIDE

CURB REVEAL AT

DEPRESSED CURB (INCH)

DRIVEWAY APRON SIDEWALK

NOTES EPS NUMBER

WIDTH (FT) SLOPE (%) WIDTH (FT) SLOPE (%)

60 2+03 RT 1.5 2 10 5 2 HOLD BACK OF SIDEWALK 400207

36 3+45 RT 1.5 2.9 10.9 4 2 HOLD BACK OF SIDEWALK 400211

32 4+07 RT 1.5 3.2 11.0 4 2 HOLD BACK OF SIDEWALK 400213

30 4+40 RT 1.5 3.5 9.4 4 2 HOLD BACK OF SIDEWALK 400214

20 4+89 RT 1.5 3 10.8 4 2 HOLD BACK OF SIDEWALK 400215

14 5+72 RT 0 4.0 3.1 5 2 HOLD BACK OF SIDEWALK 400216

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UT POLE BT CO 102

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UT POLE VZ 355

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UT POLE UGI50595 40601

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UT POLE VZ 353

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UT POLE UGI50603 406417

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UT POLE UGI 50606 40653

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UT POLE VZ 74

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UT POLE BT CO 74

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WV

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WV (TYP.)

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GV (TYP.)

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CONC WALK

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CONC WALK

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GRAVEL DRIVE

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PAVED DRIVE

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FIRE HYDRANT

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BUILDING (TYP.)

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UT POLE BT CO 102

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UT POLE UGI50603 406417

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UT POLE UGI 50606 40653

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UT POLE VZ 74

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UT POLE BT CO 74

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WV

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WV (TYP.)

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GRAVEL DRIVE

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PAVED DRIVE

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STORM INLET RIM:562.67'

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FIRE HYDRANT

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STORM INLET RIM:563.19' INV(NE):558.79'

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STORM MH RIM:561.44' SEALED'

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BUILDING (TYP.)

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MILLARD LANE

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SR 1007 (MAIN STREET)

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SR 1007 (CHURCH STREET)

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ENGINEER

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LOUIS S. SPACIANO

AutoCAD SHX Text

NO. PE080706

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EXISTING POSTAL ADDRESS NUMBER

CHURCH STREET

1+00 2+00 3+00

-4.33%

-4.24%

-5.36%

-4.35%

-4.15%

PVI STA=2+00.00

PVI ELEV=581.515

LVC=30.00

K=24.88

PVI STA=3+75.00

PVI ELEV=573.488

LVC=41.76

K=16.73PV

I 2 +5

0.

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I 2

+6 9.

PV

I 2

+6 9.

PV

I 1

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G

-5

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G -5

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G -5

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+7

+5

+5

+5

DRAWING TITLE & PROJECT NAME

DRAWING NO.

SEALS

REVISIONS

DRAWN BY

CHECKED BY

DATE

PROJECT NO.

PROJECT STATUS

Th is dr aw ing re pr es en ts a d es ign in ten t a nd co nc ep t o nly

. T his do cu me nt an d a ll a ss oc iat ed do cu me nts ar e p re pa re d f or a sp ec ific si te an d e ve nt, an d i nc or po ra te ca lcu lat ion s a nd m ea su re me nts av ail ab le fro m tim e o f d ra ftin g.

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Wilkes-Barre 613 Baltimore Dr. Suite 300

Wilkes-Barre, PA 18702 570-821-1999

C303

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0' 10' 20' 30'

SCALE: 1" = 10'

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

PA ONE CALL SERIAL NO. 20250101402

CHURCH STREET

0' 2.5' 5' 7.5'

SCALE: 1" = 2.5'

VERTICAL

HORIZONTAL

AutoCAD SHX Text

GRAPHIC GRADE

AutoCAD SHX Text -4.55%

AutoCAD SHX Text -4.80%

AutoCAD SHX Text -5.08%

AutoCAD SHX Text 586.1

AutoCAD SHX Text 581.3

AutoCAD SHX Text 576.6

AutoCAD SHX Text 582.6

AutoCAD SHX Text 574.6

AutoCAD SHX Text 572.8

AutoCAD SHX Text 583.8

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ENGINEER

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LOUIS S. SPACIANO

AutoCAD SHX Text

NO. PE080706

EXISTING GROUND

4+00 5+00 6+00 6+60

-2.60%

-3.38%

-2.87% -1.84%

PVI STA=4+40.02

PVI ELEV=571.881

LVC=50.00

K=98.73

PVI STA=3+75.00

PVI ELEV=573.488

LVC=41.76

K=16.73

PV

I 5

+2 8.

PV

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+0 0.

PV

I 4

+0 0.

G

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G -5

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G -5

.1

G -5

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+5

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+5

+2 8.

DRAWING TITLE & PROJECT NAME

DRAWING NO.

SEALS

REVISIONS

DRAWN BY

CHECKED BY

DATE

PROJECT NO.

PROJECT STATUS

Th is dr aw ing re pr es en ts a d es ign in ten t a nd co nc ep t o nly

. T his do cu me nt an d a ll a ss oc iat ed do cu me nts ar e p re pa re d f or a sp ec ific si te an d e ve nt, an d i nc or po ra te ca lcu lat ion s a nd m ea su re me nts av ail ab le fro m tim e o f d ra ftin g.

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Wilkes-Barre 613 Baltimore Dr. Suite 300

Wilkes-Barre, PA 18702 570-821-1999

C304

2024-18899 2024.12.27

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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

PA ONE CALL SERIAL NO. 20250101402CHURCH STREET

0' 10' 20' 30'

SCALE: 1" = 10'

0' 2.5' 5' 7.5'

SCALE: 1" = 2.5'

VERTICAL

HORIZONTAL

STA 3+75.00

BEGIN PROFILE ADJUSTMENT

STA 5+28.50

END PROFILE ADJUSTMENT

AutoCAD SHX Text

GRAPHIC GRADE

AutoCAD SHX Text -8.62%

AutoCAD SHX Text -5.34%

AutoCAD SHX Text -4.14%

AutoCAD SHX Text -3.55%

AutoCAD SHX Text 572.6

AutoCAD SHX Text 569.8

AutoCAD SHX Text 566.6

AutoCAD SHX Text 591.0

AutoCAD SHX Text 563.5

AutoCAD SHX Text 569.1

AutoCAD SHX Text 571.1

AutoCAD SHX Text 568.4

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ENGINEER

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LOUIS S. SPACIANO

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NO. PE080706

EXISTING GRADE

REPLACE

CONC WALK

9' 10'

10' 9'

VAR

IES*

5'

VAR

IES*

5'

START WORK

STA 1+00.00

SEG 0040 OFF 1191

SR 1004

REMOVE

LIMIT OF

PAVING

BILBOW

LANE

LIMIT OF

PAVING

BUNNY LANE

LIMIT OF PAVING

SR 1004

CHURCH SREET

SR 1004

SURVEY &

CONSTR

1+

2+

3+

DY/4"

W/6"

W/6"

R8-3

R7-301 12"X12"

12"X6"

R8-3

R7-301 12"X12"

12"X6"

R8-3

R7-301 12"X12"

12"X6"

R8-3

R7-301 12"X12"

12"X6"

R8-3

R7-301 12"X12"

12"X6"

R8-3

R7-301 12"X12"

12"X6"

R8-3

R7-301 12"X12"

12"X6"

W/6"

TYP

W/6"W/24"

TYP

45°

R2-1 SPEED

LIMIT

2524"X30"

R7-8 12"X18"

RESERVED

PARKING

VIOLATORS

SUBJECT

TO FINE

AND TOWING

MAX. FINE $200

R7-8F 12"X18"

MIN. FINE $50

REPLACE

REPLACE

DRAWING TITLE & PROJECT NAME

DRAWING NO.

SEALS

REVISIONS

DRAWN BY

CHECKED BY

DATE

PROJECT NO.

PROJECT STATUS

Th is dr aw ing re pr es en ts a d es ign in ten t a nd co nc ep t o nly

. T his do cu me nt an d a ll a ss oc iat ed do cu me nts ar e p re pa re d f or a sp ec ific si te an d e ve nt, an d i nc or po ra te ca lcu lat ion s a nd m ea su re me nts av ail ab le fro m tim e o f d ra ftin g.

Us e o f th is de sig n i s g ra nte d t o t he cl ien t fo r t he sp ec ifii ed an d n am ed ev en t o nly

2 3 4 5 6 7 8

B

C

D

E

F

A

DA

TE

NO

DE

SC

RI

PT

IO

N

Wilkes-Barre 613 Baltimore Dr. Suite 300

Wilkes-Barre, PA 18702 570-821-1999

C401

2024-18899 2024.12.27

LSS

JNF

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W

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UG

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CH

UR

CH

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SC

AP

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PR

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ED

W

AR

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SI

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PA

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LA

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SH

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SH

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0' 10' 20' 30'

SCALE: 1" = 10'

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

PA ONE CALL SERIAL NO. 20250101402

LEGEND

WHITE PAINT LINE/WIDTH

POST MOUNTED SIGN

DOUBLE YELLOW PAINT LINE/WIDTH

W/6"

DY/4"

TABULATION OF SIGNS

(FOR INFORMATION ONLY)

NAME NOMENCLATURE SIZE QUANTITY MAINTENANCE RESPONSIBILITY

NO PARKING SYMBOL R8-3 12" X12" 14 EDWARDSVILLE BOROUGH

NO PARKING ARROW PLAQUE R7-301P 12" X 6" 14 EDWARDSVILLE BOROUGH

STOP R1-1 30" X 30" 1 EDWARDSVILLE BOROUGH

STOP R1-1 30" X 30" 1 PENNDOT

SPEED LIMIT R2-1 24" X 30" 2 EDWARDSVILLE BOROUGH

RESERVED PARKING R7-8 12" X 18" 1 EDWARDSVILLE BOROUGH

RESERVED PARKING PENALTIES R7-8F 12" X 18" 1 EDWARDSVILLE BOROUGH

PLAYGROUND W15-1 30" X 30" 1 EDWARDSVILLE BOROUGH

NOTES

1. ALL PARKING ZONE DELINEATION MARKINGS ARE THE

MAINTENANCE RESPONSIBILITY OF THE BOROUGH.

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AutoCAD SHX Text #37

AutoCAD SHX Text

SR 1004 (CHURCH STREET)

AutoCAD SHX Text

"NO PARKING"

AutoCAD SHX Text

BILBOW LANE

AutoCAD SHX Text

BUNNY LANE

AutoCAD SHX Text

"STOP" "CHURCH ST" "BILBOW LN"

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text H

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REGISTERED

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text P

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AutoCAD SHX Text N

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AutoCAD SHX Text S

AutoCAD SHX Text Y

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AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

LOUIS S. SPACIANO

AutoCAD SHX Text

NO. PE080706

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Aut…

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