0 5 10 FEET

SCALE

VERTICAL

HIGHWAY CLASSIFICATION

DESIGN SPEED

PAVEMENT WIDTH

SHOULDER WIDTH

TRAFFIC DATA

DESIGN DESIGNATION

HORIZONTAL

50 FEET25

SCALE

D.H.V. - 521

CURRENT A.D.T.

DESIGN YEAR A.D.T.

- URBAN MINOR ARTERIAL

- 26'

- 25 MPH

- 4'

- 5,594 (2025)

- 5,594 (2030)

STATE ROUTE 0171

LOW VOLUME DRIVEWAY

HIGHWAY OCCUPANCY PERMIT PLANS

FOR

FELL TOWNSHIP, LACKAWANNA COUNTY, PENNSYLVANIA

DESCRIPTION

ROADWAY CONSTRUCTION PLAN

EXISTING PLAN

COVER SHEET

PAGE

1 of

2 of

3 of

4 of

5 of

GENERAL NOTES

TYPICAL SECTIONS AND PROFILES

PAVEMENT MARKING & SIGNING PLAN6 of

MPT PLAN7 of

324 MAIN ST.

PREPARED FOR:

DAVID J. MOLINARO, PE

SUITE 313

672 S. RIVER STREET

PENNONI ASSOCIATES INC.

PREPARED BY:

DATE:

SECTION TOTAL SHEETS

LACKAWANNA

COUNTYDISTRICT

4-0

TOWNSHIP BOROUGH ROUTE

0171FELL

SERIAL NO. 20250132594

UTILITY USERS LIST

OF THE PRIVATE LINES IN THE FUTURE.

2024. THESE MARKERS ARE INTENDED ASSIST IN LOCATING EFFORTS

INSTALLED, IN ACCORDANCE WITH THE PA 1 CALL, ACT 127 OF

LATERALS TO INDICATE THE TYPE AND LOCATION OF ALL LATERALS

COLOR-CODED MARKERS OR TRACER WIRE ALONG ALL PRIVATE

IT IS THE CONTRACTOR'S RESPONSIBILITY TO PLACE PERMANENT

GENTEX CORPORATION

SCALE: 1"=1000'

LOCATION MAP

SITE

PHONE: 570-335-1074

EMAIL:Ronald_Pawlowski@cable.comcast.com

ATTN:RONALD PAWLOWSKI

DURYEA, PA 18642-1114

1 COMCAST WAY

COMCAST CABLE COMMUNICATIONS MANAGEMENT, LLC7.

PHONE: 610-774-6287

EMAIL:cakrupa@pplweb.com

ATTN:CHARLOTTE KRUPA

ALLENTOWN, PA 18104

827 HAUSMAN ROAD, LEHSC-2

PPL ELECTRIC UTILITIES CORPORATION6.

PHONE: 717-550-1611

EMAIL:linda.taflinger@amwater.com

ATTN:LINDA TAFLINGER

MECHANICSBURG, PA 17055-4475

852 WESLEY DRIVE

PENNSYLVANIA AMERICAN WATER5.

PHONE: 570-489-4738

EMAIL:director@lrbsa.com

ATTN:MICHAEL MATECHAK

OLYPHANT, PA 18447-0280

P.O. BOX 280, 101 BOULEVARD AVE

LACKAWANNA RIVER BASIN SEWER AUTHORITY4.

PHONE: 570-282-6121

EMAIL:jusher@echoes.net

ATTN:JORDAN USHER

CARBONDALE, PA 18407

19 NORTH MAIN STREET

ADAMS CATV INC. 3.

PHONE: 570-878-2513

EMAIL:felltownship1@GMAIL.COM

ATTN:MARIA BORICK

SIMPSON, PA 18407

1 VETERANS ROAD

FELL TOWNSHIP2.

PHONE: 570-829-9943

EMAIL:nmiller@ugi.com

ATTN:NICHOLAS MILLER

LANCASTER, PA 17604

P.O. BOX 4927, 262 CONESTOGA STREET

UGI UTILITIES, INC. 1.

PLAINS, PA

SIMPSON, PA 18407

MPT PLAN8 of 9

ADA PLAN9 of 9

GENTEX CORPORATION

ON

EPS APPLICATION NUMBER 364865

S R

SIGNAL PERMIT PLAN (FWD)ALSO

15122-1078

WEST MIFFLIN, PENNSYLVANIA

925 IRWIN RUN ROAD

PENNSYLVANIA ONE CALL SYSTEM, INC.

DRILL, BLAST OR DEMOLISH

NOTICE TO UTILITIES BEFORE YOU EXCAVATE,

PA LAW REQUIRES THREE WORKING DAYS

NON-MEMBERS MUST BE CONTACTED DIRECTLY

CALL 1-800-242-1776

BEFORE YOU DIG ANYWHERE IN PENNSYLVANIA

REGISTERED

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PE-040668E

DAVID J. MOLINARO

PROFESSIONAL

1-19-2026

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4-0 OF 0171LACKAWANNA

DISTRICT COUNTY ROUTE SECTION SHEET

NUMBER

REVISIONS DATE BY

REVISION

7. RESTORE SOIL AROUND THE ANCHOR POST.

TURN.

TOGETHER INTO FULL CONTACT WITH EACH OTHER, THEN TIGHTEN AN ADDITIONAL

BRING NUT TO A SNUG TIGHT CONDITION TO ENSURE THAT ALL PARTS ARE BROUGHT

IN LIEU OF THE LOCKNUT). TIGHTEN BOLTS AND NUTS BY TURN-OF-NUT METHOD.

6. PLACE A LOCKNUT ON EACH BOLT (A STANDARD LOCKWASHER AND NUT MAY BE USED

FIFTH HOLES OF TOP SIGN POST. THIS WILL RESULT IN A 5" TO 6" OVERLAP.

5. NEST TOP SIGN POST OVER PROTRUDING ANCHOR POST BOLTS THROUGH FIRST AND

ONTO BOLT. (BOLTS 4" APART).

WASHER IN FIRST HOLE FROM THE END OF POST AND SECURELY TIGHTEN SPACER

4. DRIVE ANCHOR POST TO 4" ABOVE GROUND LEVEL. PLACE REMAINING BOLT AND

THE EXPOSED ANCHOR POST. SECURELY TIGHTEN SPACER ONTO BOLT.

GROUND LEVEL. PLACE ONE BOLT AND WASHER IN FIFTH HOLE FROM THE END OF

3. DRIVE ANCHOR POST WITH A DRIVE CAP TO WITHIN APPROXIMATELY 12" ABOVE

ATTACHMENT OF THE SIGN POST TO THE ANCHOR POST.

2. REMOVE A SHOVEL OF SOIL AT THE POST LOCATION TO ALLOW FOR FINAL

POSTS WITH 4.0 LB/FT. SIGN POSTS.

2.5 LB/FT. ANCHOR POSTS WITH 2.5 LB/FT.SIGN POSTS AND 4.0 LB/FT.ANCHOR

1. DETERMINE THE PROPER SIZE SIGN POST AND ANCHOR POST FROM THE GRAPH. USE

GENERAL NOTES: GENERAL NOTES (CONT.):

SIGN FACE

SIGN POST

SPACER

SIGN ASSEMBLY

CENTROID OF

ANCHOR BOLT

C C

ANCHOR POST

LOCKNUT

M

IN

IM

U M

E M

B E

D M

E N

T D

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T H

4" MAX.HEIGHT

POST AND SIGN POST

OVERLAP WITH ANCHOR

4" APART;A 5" TO 6"

ANCHOR BOLTS TO BE

INSTALLATION DETAIL

SECTION C-C

SPACER

ANCHOR BOLTS TO BE 1.5", GRADE 9, HEX HEAD.

WASHER, SPACER AND LOCKNUT

ANCHOR BOLT,SEE DETAIL

ANCHOR POST

SEE NOTES

MOUNTING HEIGHT

SEE DETAIL

SIGN POST

SEE DETAIL THIS SHEET.

LOCKNUT AND WASHER.

ANCHOR BOLT, SPACER,

WASHER

5/16" -18 UNC x 1.5"

TYPE B POST DETAIL

SPACER DETAIL

0.

5"

1" Ø

0.438" Ø

ZINC PLATED

8'

POST

2.5 LB/FT

POST

4.0 LB/FT

ONE-POST INSTALLATION

6'

10'

12'

14'

B

H E

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2 4 6 8 10 12 14 18

A (SIGN AREA IN FT

B

H

W

H = HEIGHT OF SIGN

WHERE: W = WIDTH OF SIGN

A = W x H FOR SQUARE OR RECTANGULAR SIGNS, A = SIGN AREA

ANCHOR SPLICE INSTALLATION INSTRUCTIONS:

ANCHOR POST).

1" BELOW THE BOTTOM ANCHOR POST BOLT, (6 TO 7 HOLES FROM THE END OF THE

1. USE THE ANCHOR PLATE IN AREAS WITH SOFT SOIL. BOLT THE TOP ANCHOR BOLT

INSTALLATION IN SOFT SOIL:

HEIGHT OF 9 FT., MEASURED TO THE BOTTOM OF THE SPLICE.

FRONT OF A 4.0 LB/FT. POST. SPLICES SHALL BE MADE AT A MINIMUM

IS USED, 2.5 LB/FT. POST EXTENSION SPLICES MAY BE NESTED ON THE

A FLUSH SIGN MOUNT SURFACE FOR 4.0 LB/FT. POSTS. WHEN DETAIL B

4. POST EXTENSION SPLICE DETAIL B IS PERMITTED FOR USE TO PROVIDE

TO THE BOTTOM OF THE SPLICE.

SPLICES SHALL BE MADE AT A MINIMUM HEIGHT OF 6.25 FT., MEASURED

SHALL BE MOUNTED ON THE BACK (NON-IMPACT) SIDE OF THE SIGN POST.

SPLICE EXTENSION. WHEN DETAIL A IS USED, POST EXTENSION SPLICES

4.0 LB/FT. POSTS SHALL USE A 4.0 LB/FT. POST EXTENSION POST FOR

USE A 2.5 LB/FT. POST EXTENSION POST FOR SPLICE EXTENSIONS;

SPLCE DETAIL B. WHEN DETAIL A IS USED, 2.5 LB/FT. POST SHALL

3. POST EXTENSION SPLICE DETAIL A IS PREFERRED OVER POST EXTENSION

SHEET FOR ANCHOR BOLT SYSTEM.

(LOCKNUTS MAY BE USED IN LIEU OF STANDARD LOCKWASHERS AND NUTS). SEE THIS

2. FOUR ANCHOR BOLTS WITH SPACERS, WASHERS, LOCKWASHERS AND NUTS ARE REQUIRED

1. TO EXTEND THE HEIGHT OF A SIGN POST, A MAXIMUM OF ONE SPLICE MAY BE MADE.

POST EXTENSION SPLICE NOTES1.THE EXISTING SPEED LIMIT ON S.R. 0171 IS 25 M.P.H.

2.THE RIGHT-OF-WAY IS FREE ACCESS.

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

THE FOLLOWING:

·PENNDOT PUBLICATION 13M, DESIGN MANUAL PART 2 - HIGHWAY DESIGN

·PENNDOT PUBLICATION 34, APPROVED AGGREGATE PRODUCERS (BULLETIN 14)

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

·PENNDOT PUBLICATION 41, PRODUCERS OF BITUMINOUS MATERIALS (BULLETIN 41)

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

·PENNDOT PUBLICATION 46, TRAFFIC ENGINEERING MANUAL

·PENNDOT PUBLICATION 72M, STANDARDS FOR ROADWAY CONSTRUCTION

·PENNDOT PUBLICATION 111, PAVEMENT MARKINGS AND SIGNING STANDARDS

·PENNDOT PUBLICATION 212, OFFICIAL TRAFFIC CONTROL DEVICES

·PENNDOT PUBLICATION 213, TEMPORARY TRAFFIC CONTROL GUIDELINES

·PENNDOT PUBLICATION 408, SPECIFICATIONS

4.DETAILS, OTHER THAN THOSE INDICATED, ARE ON THE FOLLOWING STANDARD DRAWINGS:

RC-10M (JUNE 1, 2010)

RC-13M (JUNE 1, 2010)

RC-67M (FEB 19, 2021)

5.THE DRIVEWAYS HAVE BEEN DESIGNED (AND WILL BE CONSTRUCTED AND MAINTAINED)

CONSISTENT WITH TITLE 67, CHAPTER 441 REGULATIONS.

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

7.PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED STRUCTURES, FACILITIES

AND DRAINAGE.

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

MARKINGS.

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

EXCAVATION OR DEMOLITION WORK. SERIAL NUMBER: 20250132594 FOR FELL

TOWNSHIP.

11. DISTANCE TO THE NEAREST INTERSECTION IS: SPENCER ST. RT. CRAWFORD AVE. LT.

DISTANCE TO THE NEAREST TRAFFIC SIGNAL IS FEET.

13. THE PERMIT MAY BE RESTRICTED ON WORKING HOURS AND TIMES FOR HOLIDAYS,

WEEKENDS, AND SPECIAL OR UNFORESEEN EVENTS AND WILL BE REQUIRE APPROVAL FORM

THE COUNTY OFFICE PRIOR TO WORKING DURING THESE PERIODS.

14. 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.

15. 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.

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

EXISTING AS FOUND IN THE FIELD, WHICHEVER IS GREATER.

17. 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.

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

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

PAVEMENT MARKINGS.

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

(PENNDOT PUBLICATION 111, TC-8600).

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

21. 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.

22. 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.

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

24. 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.

25. MODIFICATIONS TO EXISTING DRAINAGE STRUCTURES MAY RESULT IN THE NEED TO

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

INSPECTOR-IN-CHARGE.

26.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).

27.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.

28.THE PERMITTEE IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY CONFLICTING

UTILITIES WHICH ARE A RESULT OF THESE IMPROVEMENTS.

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

POSITIONS SHOWN ON THE HOP PLANS.

·PENNDOT PUBLICATION 888, STORMWATER CONTROL MEASURES MANUAL

·PENNDOT PUBLICATION 584, PENNDOT DRAINAGE MANUAL

10.ANTICIPATED AVERAGE DAILY TRAFFIC (ADT) FOR THE PROPOSED ACCESS IS:

CARS

SINGLE UNIT TRUCKS AND COMBINATIONS

ANTICIPATED DAILY TRIPS FOR THE PROPOSED ACCESS IS:

CARS

SINGLE UNIT TRUCKS AND COMBINATIONS

DISTANCE TO THE NEAREST OPPOSITE DRIVEWAY IS: RT. LT.

DISTANCE TO THE NEAREST ADJACENT DRIVEWAY IS: RT. LT.

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

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

628'1,560'

5,188'

367'694'

92'296'

RC-72M (FEB 8, 2019) TC-8801 (JUN 20, 2023)

TC-8804 (JUN 20, 2023)TC-8804 (JUN 20, 2023)

TC-8702B (JUN 13, 2013)

30.

AND L.R. 35047, DATE OF CONFIRMATION ON JANUARY SESSIONS 1842.

OF PENNSYLVANIA DEPARTMENT OF HIGHWAYS RIGHT-OF-WAY RECORD L.R. 35038

THE LEGAL RIGHT-OF-WAY ON SR 0171 IS 50 FEET BASED ON COMMONWEALTH

RC-64M (FEB 19, 2021)

GENERAL NOTES

N.T.S

N.T.S

N.T.S

·PENNDOT PUBLICATION 236, HANDBOOK OF APPROVED SIGNS

31.

CHAPTER 6. SEE SECTION 416 OF THE STATE HIGHWAY LAW.

STANDARDS, RC-64M AND RC67M, AND PUBLICATION 13M, DESIGN MANUAL, PART 2,

SECTIONS 630, 676, AND 695 OF PUBLICATION 408, ROADWAY CONSTRUCTION

CURBS AND SIDEWALKS ARE TO BE DESIGNED AND INSTALLED CONSISTENT WITH

REGISTERED

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PE-040668E

DAVID J. MOLINARO

PROFESSIONAL

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4-0 OF 0171LACKAWANNA

DISTRICT COUNTY ROUTE SECTION SHEET

NUMBER

REVISIONS DATE BY

REVISION

DATUM: 1095

.2

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0 12.5 25 FEET

HORIZONTAL

0 2.5 5 FEET

VERTICAL

EXISTING PAVEMENT HISTORY (FROM PENNDOT 4-0 ARCHIVE)

SR 0171 SEGMENT 0020 OFFSET 0414 T0 3515

- 32' -1.5" MILLING (AVERAGE DEPTH) (1999)

1.5" BITUMINOUS WEARING CRSE ID-2 (1999) - 32'

-2.0" MILLING (AVERAGE DEPTH) (2018) - 32'

0.5" SPAV, WMA WRGSCRC, 64-22, 9.5MM (2018) - 32'

1.5" SPAV, WMA WRG, 64-22, 9.5MM, E (2018) - 32'

- 32' 1.25" BITUMINOUS WEARING CRSE ID-2 (1955)

1.25" BITUMINOUS WEARING CRSE ID-2 (1961) - 32'

1.0" BITUMINOUS WEARING CRSE FJ-1 (1965) - 32'

1.25" BITUMINOUS WEARING CRSE ID-2 (1973) - 32'

1.0" BITUMINOUS WEARING CRSE ID-2 (1987) - 32'

4.0" BRICK WEARING SURFACE (1900) - 32'

4.0" UNKNOWN PCCP (1900) - 32'

1.0" UNKNOWN BITUMINOUS WEARING CRSE (1930) - 32'

0" DENSE BASE - NO EDGE DRAINS (1930) - 32'

2.5" BITUMINOUS WEARING CRSE ID-2 (1938) - 32'

VARIES 1.30% TO 2.31% VARIES 1.07% TO 1.93%

SIDEWALK

EXISTING

18'12'

N.T.S.

STA. 1+49.29 TO STA. 2+02.94

S.R. 0171 TYPICAL SECTION

(REFER TO PAVEMENT HISTORY)

EXISTING PAVEMENT SECTION

SECTION

EXISTING PAVEMENT

N.T.S.

SECTION AA SHEET 5 OF 9

LOW VOLUME DRIVEWAY TYPICAL SECTION

12' 12'

2' 2'

LANE LANE

0.75% TO 1.00%

VARIES

0.50% TO 0.64%

VARIES

SLOPE

MATCH EXISTING SLOPE

MATCH EXISTING

ISLAND

CONCRETE

ISLAND

CONCRETE

SIDEWALK (TYP.)

4" CONCRETE

SUBBASE (TYP.)

6" AGGREGATE

ESALS, 9.5 MM MIX, 2" DEPTH, SRL-E

HMA WEARING COURSE, PG 64S-22, 3 TO <10 MILLION

SUPERPAVE ASPHALT MIXTURE DESIGN

25.0 MM MIX, 6" DEPTH

PG 64S-22, 3 TO <10 MILLION ESALS

SUPERPAVE HMA BASE COURSE

TYPICAL SECTIONS AND PROFILES

GENTEX DRIVEWAY �

PARKING LOT

EXISTING

ESALS, 9.5 MM MIX, 2" DEPTH, SRL-E

HMA WEARING COURSE, PG 64S-22, 3 TO <10 MILLION

SUPERPAVE ASPHALT MIXTURE DESIGN

5'5'

.2

.6

.6

SAWCUT

FULL DEPTH

SAWCUT

FULL DEPTH

2'

1.30% 2.60% 3.70%

2.00%

PAVEMENT

SR 0171

EDGE OF

ASPHALT TACK COAT (NTT/CNTT)

TRAVEL LANE TRAVEL LANE

MATCH EXISTING

25'25'

LINE

LEGAL RIGHT-OF-WAY

LINE

LEGAL RIGHT-OF-WAY

SUBBASE 6" DEPTH (NO. 2A)

ASPHALT TACK COAT

25.0 MM MIX, 6" DEPTH

PG 64S-22, 3 TO <10 MILLION ESALS

SUPERPAVE HMA BASE COURSE

SUBBASE 6" DEPTH (NO. 2A)

.6

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DAVID J. MOLINARO

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FELL TOWNSHIP

0 25 50 FEET

LEGEND

SCALE

LACKAWANNA

DISTRICT COUNTY ROUTE SECTION SHEET

NUMBER

REVISIONS DATE BY

REVISION

N '5

W

W

VW

V

U

W V

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W V

W V

1 2

SR 0171 (BELMONT ST)

1108.4581'1108.4357'

1108.1609'

1108.1037'

1108.0668'

1107.6418'

ELEV=1111.04

HYD BOLT

BENCHMARK X-CUT/PUNCH

EXISTING GUIDE RAIL

SR 0171 CONSTR �

PENNDOT LEGAL R/W LINE

PENNDOT LEGAL R/W LINE

PENNDOT LEGAL R/W LINE

PENNDOT LEGAL R/W LINE

GENTEX CORPORATION

PIN# 045.06-010-012/13/14

DB 327 PG 733/DB 1511 PG 471

GENTEX CORPORATION

PIN# 045.06-010-026

DB 1511 PG 471

ANN MARIE KLUCK

PIN# 045.06-010-011

INST# 201518000

GENTEX CORPORATION

PIN# 045.06-010-018

INST# 202213432

LACKAWANNA RIVER

SR 0171 �

CURVE DATA

PI STA 1+24.45

Δ = 06°29'07" RT

D = 03°26'02" T = 104.69' L = 209.16' R = 1847.94' E = 2.96'

SE = NC

PC = 0+19.76

PT = 2+28.92

EXISTING PLAN

4 9

PROPERTY LINE

EXISTING AERIAL ELECTRICAL LINE

EXISTING AERIAL TELEPHONE LINE

REGISTERED

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DAVID J. MOLINARO

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4-0 OF 0171

FELL TOWNSHIP

0 25 50 FEET

SCALE

LACKAWANNA

DISTRICT COUNTY ROUTE SECTION SHEET

NUMBER

REVISIONS DATE BY

REVISION

EXISTING GUIDE RAIL

ELEV=1111.04

HYD BOLT

BENCHMARK X-CUT/PUNCH

GENTEX CORPORATION

PIN# 045.06-010-026

DB 1511 PG 471

GENTEX CORPORATION

PIN# 045.06-010-012/13/14

DB 327 PG 733/DB 1511 PG 471

ANN MARIE KLUCK

PIN# 045.06-010-011

INST# 201518000

SR 0171 CONSTR. �

AA AA

PENNDOT LEGAL R/W LINE

PENNDOT LEGAL R/W LINE

PENNDOT LEGAL R/W LINE

PENNDOT LEGAL R/W LINE

TO BE REMOVED

FLASHING BEACON ASSEMBLY

POLE, MAST ARM AND COMPLETE

PAVEMENT

EDGE OF

4" REVEAL

EXISTING CURB

6" REVEAL

EXISTING CURB

24'

90°00'00"

R=15' R=15'

EXISTING CURB

TIE INTO

EXISTING CURB

TIE INTO

SR 0171

SEG 0020 OFF 1084

STA 1+10.00

START WORK

LACKAWANNA COUNTY

FELL TOWNSHIP

SR 0171

SEG 0020 OFF 1034

STA 0+60.00

LIMIT OF WORK

SR 0171

SEG 0020 OFF 1229

STA 2+55.00

STOP WORK

LACKAWNNA COUNTY

FELL TOWNSHIP

SR 0171

SEG 0020 OFF 1279

STA 3+05.00

LIMIT OF WORK

SAW CUT

FULL DEPTH

G E

N T

E X

D R

IV

E

W A

Y

LACKAWANNA RIVER

6" REVEAL

EXISTING CURB

1.10%

0.60%

3.

WITH DRAINAGE OPENING

42" SINGLE FACE CONCRETE BARRIER

MILL AND OVERLAY

1 2

3SR 0171 (BELMONT ST)

WVWV

U

WV

U

E

G

WV

WV

PROPOSED FULL DEPTH PAVEMENT

PROPERTY LINE

LEGAL RIGHT-OF-WAY

STREET LIGHT

UTILITY POLE

CONSTRUCTION PLAN

SIGHT DISTANCE MEASURED______ FT RIGHT

SIGHT DISTANCE MEASURED ______ FT LEFT

SR 0171 POSTED SPEED LIMIT = 25 MPH

ADT = 60 VEHICLES ((120) TRIPS) (60 CARS & 0 TRUCKS)

PROPOSED LOW VOLUME DRIVEWAY

SEG 0020 OFFSET 1049

STA. 1+76.07 SR 0171

5 10

EXISTING FENCE

600+ REQUIRED SIGHT DISTANCE______ FT RIGHT

REQUIRED SIGHT DISTANCE ______ FT LEFT148

EXISTING INLET

PROPOSED DWS

EXISTING AERIAL ELECTRICAL LINE

EXISITNG AERIAL TELEPHONE LINE

PROPOSED MILL AND OVERLAY

LEGEND

CONCRETE WHEEL STOP

1108.44'

1107.93

1107.64'

1108.46'

1108.16'

1108.10'

0 10 20 FEET

SCALE

DURING CONSTRUCTION

NOTE: NO PARKING IN PARKING LOT

REGISTERED

F O

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N

N

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ENGINEER

PE-040668E

DAVID J. MOLINARO

PROFESSIONAL

WITH DRAINAGE OPENING (ADD ALTERNATE 1)

42" SINGLE FACE CONCRETE BARRIER

WEARING COURSE (ADD ALTERNATE 1)

PROPOSED 2" MILL AND OVERLAY 9.5 MM

TO PAVING

NOTE: PROOF ROLL ALL MATERIAL PRIOR

E R

A T

O R

F I L

E N

A M

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A c c o u n ts \G

E N

C X

\G E

N C

X

G e n te x

C o r p

H O

P

S im p s o n P

A \D

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I G

N \C

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\P la n S e t\

\G

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A I L

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4-0 OF 0171LACKAWANNA

DISTRICT COUNTY ROUTE SECTION SHEET

NUMBER

REVISIONS DATE BY

REVISION

DETAIL PLAN

REGISTERED

F O

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A I

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N

E P

ENGINEER

PE-040668E

DAVID J. MOLINARO

PROFESSIONAL

E

Q U

A L

S P

A C

E S

1'-9⅛"

3⅜"

12⅞" 4⅞"

#6

3⅜"

#5

FOR SPACING

ELEVATION

#4 SEE

1½" CLR #6 3"

¼

S

P A

NOTED

OTHERWISE

UNLESS

2" CLR

R=9⅞"

CONCRETE BARRIER

42" TEMPORARY SINGLE FACE

1½" CLR

(TYP)

CHAMFER

¾"x¾"

6"

R=1"

1'-0" ANCHOR HOLE SPACING

3" WIDTH FOR

BARRIER

CONCRETE

TEMPORARY

ALL TEMPORARY CONCRETE BARRIERS.

NOTE: USE BARRIER DRAINAGE OPENINGS FOR

BARRIER DRAINAGE NOTES:

PROVIDE A MINIMUM OF SIX (6) OPENINGS PER 14'-0" SEGMENT LENGTH.2.

LOCATE OPENINGS MID-WAY BETWEEN ANCHOR POCKETS.1.

BARRIER DRAINAGE OPENING DETAIL

NOTE: SEE SITE PLAN FOR PARKING LAYOUT

PARKING SPACE

TYP. VAN ADA

ADA PAVEMENT STRIPING DETAIL

NOT TO SCALE

(TYP.)

PAINT

TRAFFIC

WHITE

2 COATS

9'-0" 9'-0" 8'-0" 9'-0"

14"R

8" DIA.

ADA SYMBOL

NOT TO SCALE

TRAFFIC PAINT

2 COATS OF WHITE

PAINTED LINES

4" WIDE WHITE

PAINT

TRAFFIC

WHITE

2 COATS

PAVEMENT STRIPING DETAIL

4"'

LAYOUT

NOTE: LAYOUT PLAN FOR PARKING DIMENSIONS &

NOT TO SCALE

EXISTING PAVEMENT 3"

SPOT PARTIAL DEPTH PAVEMENT RECONSTRUCTION

PAVEMENT PLACEMENT

PROOF-ROLL SUBBASE PRIOR TO

3" MILL

NO SCALE

TACK COAT MILLED SURFACE

EXISTING PAVEMENT

3" ASPHALT CONCRETE BASE COURSE

EXISTING PAVEMENT 3"< >

SAW CUT PAVEMENT

(PaDOT 460.2)

9.5 MM, 2" DEPTH

NEW PAVEMENT SUPERPAVE ASPHALT MIXUTRE DESIGN

DEPTH (MIN)

EXISTING PAVEMENT (PaDOT 460.2)

TACK COAT SAW CUT EDGE (TYP.) AND INTERFACE WITH

MARKING ARROWS

ARROW

MARKING REMOVAL

QUANTITY FOR PAVEMENT

20 FT ²

32 FT ²

13 FT ²

32 FT ²

A

B

C

D

1.67' x 12'

6"

C

MILL & OVERLAY

NO SCALE

(PaDOT 460.3)

TACK COAT MILLED SURFACE

PAVEMENT (2")

COLD MILLING OF BITUMINOUS CONCRETE

2)24413.2, Pub §Pub 408, (PaDOT 9.5mm WEARING COURSE

OVERLAY 9.5mm (2")

ASPHALT CONCRETE PAVEMENT

EXISTING PAVEMENT

4" BITUMINOUS SEALANT STRIP

BITUMINOUS SURFACE

0.875'

1.5" CHAMFER

A

2.5'

7.0'

2.5'1.0' 3000 PSI CONCRETE

COMPACTED BASE COURSE

WHEEL STOP DETAIL

2.0' MINIMUM LENGTH

2.0' MIN.

1/2" DIA. STEEL RODS (#4 REBAR)

A

2 - #3 BARS

2.5' FROM

0.33'

1.5" 0.5'

2.0' MINIMUM LENGTH

SECTION A - A

2.5' OFF OF BACK OF CURB

BITUMINOUS PAVING

NOTE:

CURBS TO PERMIT RELOCATION OF CURBS.

SIDEWALK

2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY PLACED

1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE

1/2" DIA. STEEL RODS (#4 REBAR)

NOT TO SCALE

E R

A T

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F I L

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A c c o u n ts

\G E

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X \G

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G e n te x C o r p H

O P

S im p s o n P

A \D

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I G

N \C

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G N

\P la n S e t\

\G

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P M

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H .d g n

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4-0 OF 0171

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SCALE

LACKAWANNA

DISTRICT COUNTY ROUTE SECTION SHEET

NUMBER

REVISIONS DATE BY

REVISION

E

G

1 2

N '5

W

DY/4"

DY/4"

DY/4"

W/24"

DY/4"

7'

10'

W/4" W/4"

B/4" B/4"

B/24" B/24"

W/24" W/24"

W/24" W/24"

24' (TYP.)

(T

Y P

18' (TYP.)

PAVEMENT MARKING AND SIGNING PLAN

OWNER

PennDOT

MUNICIPALITY

PERMIT # ER - EXISTING TO REMAIN

RM - REMOVE

REL - RELOCATE INSTALLATION

RI - REPLACE INSTALLATION

IN - INSTALL NEW

SR

NOMENCLATURE

DESCRIPTION/

SIGN TYPE/DESCRIPTION SEGMENT OFFSET WIDTH HEIGHT

INTERSECTION

DESCENDING /

ASCENDING /

OVERHEAD

RIGHT /

LEFT /

SR 0171 SIGN TABULATION

ER 0171 W11-2 PEDESTRIAN CROSSING SIGN 0020 0883 36" 36" AR

ER W12-2-1 200 FEET SIGN 18" 18" AR

RM R1-5 YIELD TO PEDS IN CROSSWALK 24" 18" AR

LEGEND

A SIGN/IDENTIFYING NUMBER

DY/4" EXISTING DOUBLE YELLOW LINE/WIDTH

DY/4" PROPOSED DOUBLE YELLOW LINE/WIDTH

W/24" PROPOSED WHITE LINE/WIDTH

36"X36" W11-2 W12-2-1

18"X18"

FEET

R1-5 24"X18"

YIELD TO

CROSSWALK

PEDS IN

A B C

A B C

0171IN R1-1 STOP 30" 30" ALPERMITTEE 0020 0983

0171IN R5-1 DO NOT ENTER 30" 30" ALPERMITTEE 0020 0983

0171IN R5-1 DO NOT ENTER 30" 30" ALPERMITTEE 0020 1012

R1-1

30"X30"

STOP

R5-1

DO NOT

ENTER

30"X30"

D E

EEE

D

MARKING TYPE

PAVEMENT

STATION OFFSET

SR 0171 PAVEMENT MARKINGS TABULATION

1+63.24 23.50 LEFTW/24"

23.50

23.50

1+75.60W/24"

1+75.60DY/4"

49.001+75.60

2.502+07.26

2.602+17.16

RIGHT

LEFT /

DY/4"

DY/4"

DY/4"

LEFT

LEFT

LEFT

LEFT

LEFT

DECORATIVE CROSSWALK

6'-0" MIN.

EACH SIDE. (HOT THERMOPLASTIC)

BORDER (REQUIRED)

6" CROSSWALK

TYPE E - HERRINGBONE, MAROON

FACE OF CURB TO FACE OF CURB OR SHOULDER.

PENNDOT APPROVED PAVEMENT MARKING MATERIAL AND EXTENDS FROM

DECORATIVE CROSSWALK, THE BORDERS ARE TO BE PARALLEL USING A

NOTE: A WHITE BORDER, 6" WIDE, IS REQUIRED ALONG EACH SIDE OF THE

PER TC-8600

N.T.S.

PAVEMENT MARKINGS

NOTE: ERADICATE EXISTING CROSSWALK

(SF)

QUANTITY

2.25

6.25

6.25

6.25

A B C

ER 0171 W11-2 PEDESTRIAN CROSSING SIGN 0020 1213 36" 36" DR

ER W12-2-1 200 FEET SIGN 18" 18" DR

RM R1-5 YIELD TO PEDS IN CROSSWALK 24" 18" DR

2.25

PERMITTEE

PERMITTEE

PERMITTEE

PERMITTEE

PERMITTEE

PERMITTEE

(TO BE REMOVED)

QUANTITY

REGISTERED

F O

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A I

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VLYS

N

N

E P

ENGINEER

PE-040668E

DAVID J. MOLINARO

PROFESSIONAL

W/4" PROPOSED WHITE LINE/WIDTH

B/4" PROPOSED WHITE LINE/WIDTH

B/24" PROPOSED WHITE LINE/WIDTH

E R

A T

O R

F I L

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A M

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A c c o u n ts

\G E

N C

X \G

E N

C X

G e n te x C o r p H

O P

S im p s o n P

A \D

E S

I G

N \C

T \D

G N

\P la n S e t\

\G

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C X

S

P M

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L A

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H .d g n

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4-0 OF0171LACKAWANNA

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NUMBER

REVISIONS DATE BY

REVISION

DROPOFF NOTES

THROUGHOUT DROP-OFF CONDITION.

PLACE AN APPROVED TYPE C STEADY BURN LIGHT ON EACH CHANNELIZING DEVICE F.

OFF CONDITION, UNLESS OTHERWISE DIRECTED.INTERMITTENT DROP-

OR POSTED SPEED LIMIT IN MILES PER HOUR THROUGHOUT A CONTINUOUS EQUAL TO THE

SPACE ALL CHANNELIZING DEVICES AT A MAXIMUM DISTANCE IN FEET CONDITION.

PLACE CHANNELIZING DEVICES STARTING AT 120 FEET IN ADVANCE OF THE DROP-OFF E.

DIRECTED.

OR INTERMITTENT DROP-OFF CONDITION, UNLESS OTHERWISE CONTINUOUS

TO TWO TIMES THE POSTED SPEED LIMIT IN MILES PER HOUR THROUGHOUT A EQUAL

CONDITION. SPACE ALL CHANNELIZING DEVICES AT A MAXIMUM DISTANCE IN FEET

PLACE CHANNELIZING DEVICES STARTING AT 120 FEET IN ADVANCE OF THE DROP-OFF D.

INSTALL TEMPORARY BARRIERC.

INSTALL A 3:1 SLOPE WITH SUITABLE MATERIAL AND COMPACT TO NON-MOVEMENTB.

PLACE SUITABLE MATERIAL TO GRADE AND COMPACT TO NON-MOVEMENT..A

FOOTNOTES:

SIGNS (W21-9A) AT INTERVALS NOT TO EXCEED 1/2 MILE THROUGHOUT THE DROP-OFF CONDITION.

·WHEN APPLICABLE, INSTALL UNEVEN LANE SIGNS (W8-11), LOW SHOULDER SIGNS (W8-9), OR NO GUIDE RAIL

OR A TYPE III BARRICADE TRANSVERSELY IN FRONT OF EACH DROP-OFF CONDITION.

·FOR INTERMITTENT DROP-OFF CONDITIONS, PLACE AT LEAST THREE CHANNELIZING DEVICES

CONDITION 2.

CHANNELIZING DEVICE THROUGHOUT THE DROP-OFF CONDITION UNLESS OTHERWISE SPECIFIED IN

·AS AN OPTION, AN APPROVED TYPE C STEADY BURN LIGHT MAY BE PLACED ON EACH

END LINE AS POSSIBLE.

·PLACE ALL CHANNELIZING DEVICES AT THE SAME ANGLE AS THE TRAVEL LANE AND AS CLOSE TO THE

THE DROP-OFF CONDITION WAS CREATED.

·THE DURATION OF THE DROP-OFF CONDITION STARTS AT THE END OF THE SHIFT IN WHICH

GENERAL CONDITIONS:2.

·OPEN AREAS WHERE WORKERS ARE PRESENT AND WHILE WORK IS IN ACTIVE PROGRESS.

·ANY AREA OUTSIDE RIGHT-OF-WAY.

·ANY AREA BEHIND GUIDE RAIL, BARRIER, OR CURB.

·ANY AREA ≤2 INCHES BELOW GRADE AND > 12 FEET AWAY FROM ACTIVE TRAVEL LANE.

·COMPACTED EARTHEN EMBANKMENTS TAPERED AT 3:1 OR FLATTER.

·DRAINAGE DITCHES.

THE FOLLOWING ARE NOT CONSIDERED DROP-OFFS:1.

FROM THE BUREAU OF PROJECT DELIVERY BEFORE IMPLEMENTATION.

CONSTRUCTABILITY-RELATED ISSUES, OBTAIN APPROVAL OF AN ALTERNATE DROP-OFF TREATMENT METHOD, IN WRITING, CREATED BY CONSTRUCTION, MAINTENANCE OR PERMIT/UTILITY OPERATIONS. IF THE TREATMENTS CANNOT BE MET DUE TO

DROPOFFS. THE FOLLOWING CONDITIONS AND TREATMENTS APPLY ONLY TO CONTINOUS AND INTERMITTENT DROPOFFS

LANE

ACTIVE TRAVEL

DISTANCE FROM

≤ 4 FEET AWAY

>12 FEET

CONDITION EXISTS

DURATION

≤ 4 INCHES

> 2 INCHES TO

≤ 2 FEET

> 4 INCHES TO > 2 FEET

≤48 HOURS

(B)(D)

OR

(A)

(C)

OR

(B)(E)

OR

(A)

(C)

OR

(A)

PATA FIGURES: 101-A, 102, 106

GUIDELINES” AND THE TRAFFIC CONTROL PLANS.

“TEMPORARY TRAFFIC CONTROL APPLICABLE PATA DRAWING (S) IN THE CURRENT PENNDOT PUBLICATION 213, IN ACCORDANCE WITH MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE 12.

WIDTH RESTRICTIONS LESS THAN 16 FEET, DETOURS).

APRAS COORDINATOR AT LEAST FOURTEEN DAYS PRIOR TO ANY SIGNIFICANT TRAFFIC IMPACTS (E.G., LATERAL

BUSINESSES, SCHOOL DISTRICT(S), THE GENERAL PUBLIC, THE DISTRICT PERMIT MANAGER AND THE DISTRICT

MEDICAL), AFFECTED PERMITTEE SHALL NOTIFY LOCAL EMERGENCY AUTHORITIES (E.G., POLICE, FIRE, 11.

TO THE LEGAL HOLIDAY.

WITH LEGAL HOLIDAYS. ALL RESTRICTIONS AND CLOSURES ARE TO BE REMOVED BY NOON ON THE DAY PRIOR

3:00 PM AND 6:00 PM MONDAYS THROUGH FRIDAYS OR ON LEGAL HOLIDAYS AND WEEKENDS ASSOCIATED

AM AND 9:00 AM AND BETWEEN NO TRAFFIC RESTRICTIONS OR LANE CLOSURES ARE PERMITTED BETWEEN 6:00 10.

(BULLETIN 15).

RETROREFLECTIVE SHEETING. SHEETING SHALL BE APPROVED AND LISTED IN PENNDOT PUBLICATION 35

BETTER PRISMATIC ALL CHANNELIZING DEVICES, BARRICADES, AND SIGNS SHALL HAVE TYPE III OR 9.

BE OBSTRUCTED AT DRIVEWAYS AND LOCAL ROADS.

THAT SIGHT DISTANCES WILL NOT DRIVEWAYS WILL BE KEPT ACCESSIBLE AT ALL TIMES. LOCATE ALL SIGNS SO 8.

ALL SIGNS AND DEVICES TO BE MAINTAINED IN NEW OR LIKE NEW CONDITION. 7.

INSTRUCTED BY DISTRICT OFFICE.

UNLESS OTHERWISE NOTED OR MOUNT ALL LONG-TERM ADVANCE WARNING SIGNS ON TYPE III BARRICADES 6.

PAVEMENT MARKINGS. COVER OR REMOVE ALL CONFLICTING SIGNS AND ERADICATE ALL CONFLICTING 5.

PRIOR TO START OF WORK.PERMITTEE MUST ARRANGE FOR INSPECTION OF ALL TRAFFIC CONTROL DEVICES 4.

TRAFFIC CONTROL DEVICES ERECTED BY DEPARTMENT FORCES.

PENNDOT WILL REMOVE ANY REMOVE THESE DEVICES IMMEDIATELY UPON COMPLETION OF THE WORK. 3.

MUTCD, CURRENT EDITIONI.

PENNDOT PUBLICATION 408H.

PENNDOT PUBLICATION 236G.

PENNDOT PUBLICATION 213F.

PENNDOT PUBLICATION 212E.

PENNDOT PUBLICATION 111D.

PENNDOT PUBLICATION 72M C.

PENNDOT PUBLICATION 46B.

PENNDOT PUBLICATION 35A.

DRAWINGS AND THE FOLLOWING:

HOURS OF CONSTRUCTION AND AT ALL OTHER TIMES CONSISTENT WITH THE METHODS INDICATED ON THESE

MAINTAIN TRAFFIC DURING FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES. 2.

CONSTRUCTION.

PUBLIC WHEN APPROACHING AND DEPARTING THE CONSTRUCTION AREA AND WITHIN THE LIMITS OF

THE PROTECTION OF THE THIS WORK CONSISTS OF THE MAINTENANCE AND PROTECTION OF TRAFFIC AND 1.

MAINTENANCE AND PROTECTION OF TRAFFIC (MPT) NOTES

DROP-OFF LOCATION

OR SHOULDER

& NON-ACTIVE TRAVE LANE

BETWEEN ACTIVE TRAVEL LANE

LANES

BETWEEN TWO ACTIVE TRAVEL

TREATMENT

INTERMITTENT DROP-OFF CONDITION, UNLESS OTHERWISE DIRECTED.

THE POSTED SPEED LIMIT IN MILES PER HOUR THROUGHOUT A CONTINUOUS OR

CHANNELIZING DEVICES AT A MAXIMUM DISTANCE IN FEET, EQUAL TO TWO TIMES

·PLACE CHANNELIZING DEVICES THROUGHOUT DROP-OFF CONDITION. SPACE ALL

TRANSITION EDGE AS MUCH AS MIX WILL ALLOW.

ACCORDANCE WITH RC-28M EXCEPT FOR THE PAVING NOTCH, AND FEATHER

OVERLAY TRANSITIONS DURING PAVING AND MILLING OPERATIONS IN

END ALL LANES AT THE SAME GRADE LONGITUDINALLY, INSTALL TEMPORARY

OR

TRANSITION EDGE AS MUCH AS MIX WILL ALLOW.

OPERATIONS FOLLOW RC-28M EXCEPT FOR THE PAVING NOTCH, AND FEATHER

WEDGE. FOR TEMPORARY OVERLAY TRANSITIONS DURING PAVING AND MILLING

IN ACCORDANCE WITH RC-28M AND, DURING MILLING OPERATIONS, MILL A 3:1

·INSTALL LONGITUDINAL NOTCHED WEDGE JOINT DURING PAVING OPERATIONS

DROP-OFF HEIGHT

TREATMENT

>48 HOURS

≤48 HOURS

>48 HOURS

(D) (E)

(C)

OR

(B)(E)(F)

OR

(A)

≤12 FEET AWAY

>4 FEET TO

(B)(D)

OR

(A)

(B)(E)

OR

(A)

≤48 HOURS

>48 HOURS

(D) (E) (E)(F)

TRAFFIC CONTROL PLANS

REGISTERED

F O

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ENGINEER

PE-040668E

DAVID J. MOLINARO

8 10

E R

A T

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F I L

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A M

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A c c o u n ts

\G E

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X \G

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G e n te x C o r p H

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S im p s o n P

A \D

E S

I G

N \C

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\P la n S e t\

\G

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4-0 OF0171LACKAWANNA

DISTRICT COUNTY ROUTE SECTION SHEET

NUMBER

REVISIONS DATE BY

REVISION

101-A

PATA

NOTES

A

WORK

ROAD

W20-1

2S

ADJACENT TO ANY ROADWAY

SHORT-TERM STATIONARY OPERATION

PUBLICATION 213

Edge of any roadway

PATA

TWO-LANE, TWO-WAY ROADWAY - MINOR ENCROACHMENT

SHORT-TERM STATIONARY OPERATION

PUBLICATION 213

NOTES

A

WORK

ROAD

2S

W20-1

1/3 L Min.

Shoulder

Shoulder

A AA

WORK

ROAD

2S

NOTES

No.1

Flagger

No.2

Flagger

PATA

W20-1 W20-7A

50'

25'-100'

TWO-LANE, TWO-WAY ROADWAY - FLAGGING

SHORT-TERM STATIONARY OPERATION

PUBLICATION 213

ONE LANE

ROAD

A A A

W20-7A

WORK

ROAD

W20-1

ONE LANE

ROAD

W20-4

E

OTUSIDE EDGE OF SHOULDER

10' MIN. TO EDGE LINE OR W20-4

OPTIONAL

OPTIONAL

OPTIONAL

TRAFFIC CONTROL PLAN

H

1. The shadow vehicle and TTC devices are not required if the work space is outside the highway rightofway, behind barrier, more than 2' behind curb, or 15' or more from the edge of the roadway.

2. For operations of 60 minutes or less, all TTC devices may be eliminated if a shadow vehicle is present and the operation does not proceed against normal traffic flow.

3. When a shadow vehicle is not used, distance A is measured from the ROAD WORK sign.

Speed

S

(MPH)

Channelizing

Devices Spacing

Sign Spacing

Sign Spacing, Channelizing Device Spacing, and Roll Ahead Space

2S

(Feet)

Urban Rural

A

(Feet)

A

(Feet)

100 200

100 200

100 200

350 500

350 500

350 500

350 500

500 800

500 800

500 800

500 800

500 800

500 800

500 800

Roll Ahead Space

H

(Feet)

50' H

25'-100'

1. Flaggers shall be clearly visible to traffic for a minimum distance of E.

2. For operations of 15 minutes or less:

3. When a shadow vehicle is not used, distance E is measured from the end of the taper to the beginning of the work space.

Speed

S

(MPH)

Channelizing

Devices Spacing

Sign Spacing

Sign Spacing, Channelizing Device Spacing, Buffer Space, and Roll Ahead Space

Buffer Space Roll Ahead Space

2S

(Feet)

Urban Rural

A

(Feet)

A

(Feet)

E

(Feet)

H

(Feet)

100 200

100 200

100 200

350 500

350 500

350 500

350 500

500 800

500 800

500 800

500 800

500 800

500 800

500 800

S

(MPH)

Speed

Length

(Feet)

50' Per Lane Taper

Minimum

Number Of

Devices

Taper Lengths and Minimum

Number Of Channelizing Devices

E H

10' MIN.

1. For operations of 15 minutes or less:

a) The ROAD WORK sign is not required.

b) All channelizing devices may be eliminated if a shadow vehicle is present and the operation does not proceed against normal traffic flow.

2. When a shadow vehicle is not used, distance E is measured from the end of the taper to the beginning of the work space.

Speed

S

(MPH)

Channelizing

Devices Spacing

Sign Spacing

Sign Spacing, Channelizing Device Spacing, Buffer Space, and Roll Ahead Space

Buffer Space Roll Ahead Space

2S

(Feet)

Urban Rural

A

(Feet)

A

(Feet)

E

(Feet)

H

(Feet)

100 200

100 200

100 200

350 500

350 500

350 500

350 500

500 800

500 800

500 800

500 800

500 800

500 800

500 800

S

(MPH)

Speed

Minimum

Number Of

Devices

Length

(Feet)

Shoulder Taper: 1/3L

Taper Lengths and Minimum

Number of Channelizing Devices

NOT TO SCALE

a) The ROAD WORK, ONE LANE ROAD, and FLAGGER SYMBOL signs are not required.

against normal traffic flow.

b) All channelizing devices may be eliminated if a shadow vehicle is present and the operation does not proceed

REGISTERED

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ENGINEER

PE-040668E

DAVID J. MOLINARO

9 10

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A c c o u n ts

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4-0 OF 0171LACKAWANNA

DISTRICT COUNTY ROUTE SECTION SHEET

NUMBER

REVISIONS DATE BY

REVISION

.0

.0

.0

6'

5'

.2

.0

.0

.0

.0

0.80%

DEPRESSED CURB

PLAIN CEMENT CONCRETE

PLCC 6" REVEAL

PLCC 6" REVEAL

TO REMAIN

EXISTING CURB RAMP

0.20%

.0

.0

.0

5.83%

CROSSWALK

DECORATIVE

PROPOSED

.6

.6

0.20%

1.00%

0.57%

.6

0.88%

REVEAL

PLCC 4"

REVEAL

PLCC 6"

.0

.9

1.21%

1.00%

1.00%

1.00%

0.30%0.88%

6'

PLAIN CEMENT CONCRETE

DEPRESSED CURB

9'

T Y

P

3.20%

5.50' 5.75'

0.75%

0.70%

1.48%

0 5 10 FEET

SCALE

CURB RAMP DETAILS

STANDARDS." (Pub. 13M, Ch. 6.2.B.1.b)

RIGHT-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG), AND THE 2010 ADA

THESE PLANS TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT, PUBLIC

CONSTRUCT ALL PROPOSED PEDESTRIAN FACILITIES ON

NOTE:

SIDE FLARES 10.00% MAX SLOPE

SIDEWALK AREA

M

AX

SL

OPE

RAMP WIDTH

N.T.S.

CURB RAMP

TYPE 1

SURFACE (TYP)

DETECTABLE WARNING

+18

8.

SLOPE: ZERO 2.00%

4'-0" MIN

DEPRESSED CURB

CONCRETE

PLAIN CEMENT

CONSTRUCT SIDE FLARES 8.33% MAX SLOPE.

IF THE TURNING SPACE IS INDICATED TO BE LESS THAN 4'-0",

MIN

4'-0"

TURNING SPACE

SEE DETAILS FOR LOCATIONS AND DIMENSIONS.

WHERE PEDESTRIANS PERFORM TURNING MANEUVERS.

CROSS SLOPE AND LONGITUDINAL SLOPE OF 2.00%

CURB RAMPS REQUIRE A TURNING SPACE WITH A MAXIMUM

LEGEND

DETECTABLE WARNING SURFACE (2' WIDTH)

CURB RAMP IDENTIFICATION NUMBER

EXISTING DETECTABLE WARNING SURFACE (2' WIDTH)

FOR ADDITIONAL CURB RAMP INFORMATION REER TO RC-67M.

REGISTERED

F O

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VLYS

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ENGINEER

PE-040668E

DAVID J. MOLINARO

PROFESSIONAL

MATCH THERMOPLASTIC CROSSWALK

COLONIAL RED IN COLOR TO