105.84

105.76

.6

.2

.9

1.22%

5.0'

RIGHT-OF-WAY

TOWNSHIP LEGAL

RIGHT-OF-WAY

TOWNSHIP LEGAL

RIGHT-OF-WAY

TOWNSHIP LEGAL

RIGHT-OF-WAY

PENNDOT LEGAL

RIGHT-OF-WAY

PENNDOT LEGAL

RIGHT-OF-WAY

PENNDOT LEGAL

RIGHT-OF-WAY

PENNDOT LEGAL

36'

6.7' 7'

"OPEN SAT-SUN 1 TO 4PM"

LEIPER HOUSE"

"1785 THOMAS

EXISTING SIGN RIGHT-OF-WAY

TOWNSHIP LEGAL

1.26% TO 3.33%

SLOPE VARIES

9.3' TO 10.6'

THRU LANE VARIES

6.3' TO 7.3'

SHOULDER VARIES

LEGEND

2'

L E

G A

L R

O W

P E

N N

D O

T

L E

G A

L R

O W

T O

W N

S H

IP

PROVIDENCE ROAD SIDEWALK - EAST ROSE VALLEY ROAD TO PUTTERS LANE

2.56% TO 6.34%

SLOPE VARIES

6.22% TO 9.78%

SLOPE VARIES

PLAIN CEMENT CONCRETE, 4" DEPTH

2A SUBBASE, 6" DEPTH

GENERAL NOTES

72M, RC-67M SHEET 14

DWS PER PENNDOT PUBLICATION

BORDER AROUND SIDES OF

PROVIDE 2" OF CONCRETE2

.5

5' 4.1'

.6

.6

.6

3.00%

3.00%

1.22%

3.11%

105.96

105.99

PER RC-67M

GRADED FLARE

ALTERNATE

PER RC-67M

GRADED FLARE

ALTERNATE

105.81 W

V

W V

W V

W V W

VW

V

W V

W V

W V

W V

G V

W

PROVIDENCE ROAD (SR 0252)

35 MPH POSTED SPEED LIMIT

P U

T T

E R

S L

A N

E

E A

S T R

O S

E V

A L L

Y

R O

A D (S

R

M

P H P

O S

T E

D S

P E

E D L

IM

IT

M E

A D

O W L

A N

E

M

P H P

O S

T

D

S P

E E

D L

IM

IT

EASEMENT

PROPOSED SIDEWALK

5' SIDEWALK

SEE DETAIL A

TYPE 4A RAMP;

PROPOSED

TO BE REMOVED

EXISTING TREE

10'R

10'R

LANDING AREA

TIE INTO EXISTING

15'R

15'R

-J U

N -2

:2

P

L O

T T

E D

DISTRICT COUNTY ROUTE SECTION SHEET

OF

REV

NO

REVISIONS DATE BY APPD

DELAWARE 0252 --6-0

NETHER PROVIDENCE TOWNSHIP

Project Designer: JTD

Date: 2026/06/11

INCLUDING THE LAST REVISIONS.

ANY AND ALL LIABILITY IS LIMITED TO THE ORIGINAL, UP TO AND

THIS IS A COPY. THE ORIGINAL DRAWING IS ON FILE WITH TPD

DRN BY:DK

info@TPDinc.com www.TPDinc.com

1.877.873.9739

Job Number: NEPR.00023

No. PE061362

JASON TUAN DUONG

ENGINEER

PROFESSIONAL

REGISTERED

P E

N N

S Y LVA

N

I A

C O

M

M O

NWEALT

H

O F

F

IL

E N

A M

E : d k in g O

P E

R A

T O

R p w

/t p d

-p w

.b e n tl e y

.c o m :T

P D

P ro je c tw is e /D o c u m e n ts /A c ti v e /N

E P

R /0

R t

P u tt e rs

L a n e /C

A D

D

P e n n D

O T

S H

O P

P

A O

R D

/P la n /p la n

.d g n

CONSTRUCTION PLAN

25 25 0 FEET

55 0 FEET

DETAIL A

SCALE: 1" = 5'

2.00%

CONSTR � SR 0252

MAX

3:1

NTS

TYPICAL SECTION

PROVIDENCE ROAD (SR 0252)

5' SIDEWALK

WORK.

VEGETATION, STRUCTURE, ETC., THAT CONFLICTS WITH THE PROPOSED

*NOTE - CONTRACTOR TO REMOVE/RELOCATE ANY EXISTING UTILITIES,

TO BE FLUSH WITH FINAL GRADE.

JUNCTION BOXES, AND UTILITY VALVE COVERS AS NECESSARY

*NOTE - CONTRACTOR ADJUST ALL MANHOLES, INLET,

TBR - TO BE REMOVED

ADA GENERAL NOTES

1. CONSTRUCTION WORK TO BE COMPLETED IN ACCORDANCE

WITH THE RC-67M STANDARD DETAILS DATED, FEBRUARY 10, 2026.

2. ELEVATIONS PROVIDED ARE FOR REFERENCE ONLY. ALL RAMP

SLOPES MUST BE FIELD VERIFIED AND CONSTRUCTED

ACCORDING TO RC-67M UNLESS INDICATED TO BE TECHNICALLY

INFEASIBLE.

3. SOME RAMP SLOPES HAVE BEEN DESIGNED LESS THAN THE

MAXIMUM TO ALLOW FOR ADJUSTMENTS BASED ON ACTUAL FIELD

CONDITIONS. CONSTRUCTED RAMP SLOPES MUST NOT EXCEED

THE MAXIMUM SLOPES SPECIFIED IN RC-67M UNLESS INDICATED

TO BE TECHNICALLY INFEASIBLE.

4. RIGHT-OF-WAY LINES HAVE BEEN ESTABLISHED THROUGH PLANS

OBTAINED FROM LOCAL MUNICIPALITIES AND PENNDOT.

5. ROUND ALL SHARP PLCC CORNERS.

6. SLOPE ARROWS POINT DOWN GRADE.

6.7' TO 7'

GRASS AREA VARIES

- PROPOSED SIDEWALK

* ENTRIES FROM ACT 127 LIST UPDATED BY ENGINEER.

LESS THAN 10, NOR MORE THAN 90 BUSINESS DAYS PRIOR TO THE PROJECT BID DATE OR DATE OF CONSTRUCTION.

IT SHALL BE THE PROJECT OWNERS (APPLICANT'S) RESPONSIBILITY TO SUBMIT A FINAL DESIGN NOTIFICATION NOT

PA ONE-CALL SERIAL #20261491652FOR PRELIMINARY DESIGN HAS BEEN ASSIGNED TO THIS PROJECT ON 05/29/26.

DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE COMMONWEALTH.

PENNSYLVANIA ACT 287 (1974) AS AMENDED BY ACT 127 (2024) REQUIRES NOTIFICATION BY EXCAVATORS, 1-

800- 242-

P E

N N

S Y

NA

L V

IA

NEO LCA L

YS

M

T E

S

C

IN

EBE

O

F R

UO

Y

GI

D

D

IAL

8-1-1

CATANIA ENGINEERING

STATE PLANE

NORTH AMERICAN VERTICAL DATUM (NAVD) OF 88

TRAFFIC PLANNING AND DESIGN, INC. (TPD) HAS PREPARED THIS PLAN SET FOR ALL ROADWAY WORK.

EXISTING GEOMETRY OBTAINED FROM SURVEY CONDUCTED BY:

THIS PROJECT IS SUBJECT TO INSPECTION BY NETHER PROVIDENCE TOWNSHIP.

ALL CURVE DATA IS BASED ON THE ARC DEFINITION UNLESS OTHERWISE INDICATED.

ANY SCALED DIMENSION FROM THIS PLAN SHALL NOT BE USED FOR CONSTRUCTION WITHOUT

CONFIRMATION BY TPD.

THESE PLANS ARE BASED ON INFORMATION AVAILABLE AT THE TIME THEY WERE PREPARED.

ACTUAL CONDITIONS DETERMINED LATER MAY VARY. SOUND JUDGMENT SHOULD BE EXERCISED

DURING CONSTRUCTION TO ASSURE THAT THE DESIGN IS COMPATIBLE WITH THE ACTUAL

CONDITIONS.

TEMPORARY CONSTRUCTION EASEMENTS ARE REQUIRED ONLY UNTIL THE CONSTRUCTION OF WORK

INDICATED BY THE PLAN IS COMPLETED, UNLESS SOONER RELINQUISHED IN WRITING BY THE

DEPARTMENT.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE ROADWAY WORK DEPICTED ON THE PLANS ARE CONSISTENT RELATIVE TO THE ROADWAY GEOMETRICS AND THE FINAL SIGNING

AND PAVEMENT MARKINGS THAT ARE TO BE INSTALLED.

PENNDOT.GOV/DISTRICT6/ROADRESTRICTIONFORM OR BY CALLING (610)205-6797.

REMOVE ALL EXISTING ABOVE GROUND FEATURES THAT CONFLICT WITH THE PROPOSED

IMPROVEMENTS UNLESS SPECIFIED TO BE RELOCATED.

TREES MUST BE TRIMMED AND OVERHEAD UTILITIES RELOCATED SO THAT THEY DO NOT

BLOCK VISIBILITY AT THE SIGNAL HEADS.

SCHEDULE AND CONDUCT ALL CONSTRUCTION TO MINIMIZE EROSION. PROVIDE AND MAINTAIN

APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES UNTIL ALL WORK IS COMPLETED.

NO UNSUITABLE MATERIAL IS TO BE USED IN ANY PORTION OF THE ROADWAY CONSTRUCTION.

REMOVE ANY SUBGRADE THAT CANNOT BE PROPERLY COMPACTED AND TREAT AS UNSUITABLE

MATERIAL. ANY MATERIAL WITH A CBR VALUE OF FIVE (5) OR LESS IS CLASSIFIED AS

UNSUITABLE. UNDERCUTTING AND/OR SUBGRADE STABILIZATION MAY BE REQUIRED TO OBTAIN A

CBR VALUE GREATER THAN FIVE (5).

ALL SEEDING AND SOIL SUPPLEMENT PER PUBLICATION 408/2020.

SEED AND MULCH THE ENTIRE DISTURBED AREA USING FORMULA C FOR ALL SLOPES 3:1 OR

STEEPER, FORMULA D FOR SWALES AND FORMULA B FOR THE REMAINDER.

LANDSCAPED AREAS SHALL BE DRESSED WITH A MINIMUM OF 4 INCHES OF TOPSOIL AND SEEDED.

THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL EXISTING UTILITY VALVES, MANHOLES, AND INLETS WITHIN THE LIMITS OF DISTURBANCE SHOULD. VALVES, MANHOLES AND INLETS ARE TO BE SET FLUSH

DO NOT INTERFERE WITH THE OPERATION OF ANY FIRE HYDRANTS, FIRE CALL BOX OR POLICE

CALL BOX.

THE LOCATION OF ALL UTILITIES ARE APPROXIMATE AND MUST BE VERIFIED IN THE FIELD

PRIOR TO CONSTRUCTION. ALL UTILITY SERVICES WITHIN THE LIMITS OF WORK ARE TO BE

LOCATED, THE USER TO BE NOTIFIED, AND MEASURES TAKEN TO PROTECT LINES IN

ACCORDANCE WITH PENNSYLVANIA ACT 287, AS AMENDED.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITY COMPANIES AND RELATED FACILITIES LOCATED WITHIN THE LIMITS OF WORK PRIOR TO COMMENCING CONSTRUCTION. IT

IS FURTHER THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ACCURATE FIELD LOCATIONS OF

ALL UNDERGROUND AND AERIAL UTILITIES FROM THE UTILITY COMPANIES OR BY TEST PITS

PRIOR TO BEGINNING WORK.

UTILITIES THAT ARE A RESULT OF THESE IMPROVEMENTS.

THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY CONFLICTING

THE FINAL GRADE.

WITHIN THE LIMITS OF DISTURBANCE. VALVES AND MANHOLES ARE TO BE SET FLUSH WITH

THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL UTILITY VALVES OR MANHOLES

5.

6.

7. HORIZONTAL CONTROL IS BASED ON

VERTICAL DATUM:

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

THE CONTRACTOR IS REQUIRED TO SUBMIT A ROAD RESTRICTION FORM TO THE DISTRICT 6-0 PRESS OFFICE ONE (1) WEEK IN ADVANCE OF ANY LANE CLOSURES AND TWO (2) WEEKS IN ADVANCE OF ANY

FULL LANE CLOSURES THAT NECESSITATE A DETOUR. THE FORM IS AVAILABLE ONLINE AT

20261491652 NETHER PROVIDENCE TOWNSHIP

DELAWARE

THREE WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR MUST CONTACT THE PA ONE CALL

COUNTY.

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

DEPARTMENT'S PUBLICATION 35 (BULLETIN 15).

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.

SYSTEM, INC., PHONE 1-800-242-1776, SERIAL NO. FOR

2.

3.

1.

WITH THE FINAL GRADE.

ALL SLOPE MEASUREMENTS WILL BE INSPECTED/VERIFIED WITH A 2-FOOT SMART LEVEL.4.

-J U

N -2

:2

P

L O

T T

E D

DISTRICT COUNTY ROUTE SECTION SHEET

OF

REV

NO

REVISIONS DATE BY APPD

DELAWARE 0252 --6-0

NETHER PROVIDENCE TOWNSHIP

Project Designer: JTD

Date: 2026/06/11

INCLUDING THE LAST REVISIONS.

ANY AND ALL LIABILITY IS LIMITED TO THE ORIGINAL, UP TO AND

THIS IS A COPY. THE ORIGINAL DRAWING IS ON FILE WITH TPD

DRN BY:DK

info@TPDinc.com www.TPDinc.com

1.877.873.9739

Job Number: NEPR.00023

No. PE061362

JASON TUAN DUONG

ENGINEER

PROFESSIONAL

REGISTERED

P E

N N

S Y LVA

N

I A

C O

M

M O

NWEALT

H

O F

TRAFFIC CONTROL STANDARDS

MAINTENANCE AND PROTECTION OF TRAFFIC (MPT) NOTES

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

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

LIMITS OF CONSTRUCTION.

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

TRAFFIC DURING HOURS OF CONSTRUCTION AND AT ALL OTHER TIMES CONSISTENT WITH THE

REMOVE THESE DEVICES IMMEDIATELY UPON COMPLETION OF THE WORK. THE DEPARTMENT WILL

REMOVE ANY TRAFFIC CONTROL DEVICES ERECTED BY DEPARTMENT FORCES.

CONTRACTOR MUST ARRANGE FOR INSPECTION OF ALL TRAFFIC CONTROL DEVICES PRIOR TO START

OF WORK.

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

DRIVEWAYS WILL BE KEPT ACCESSIBLE AT ALL TIMES. LOCATE ALL SIGNS SO THAT SIGHT

DISTANCES WILL NOT BE OBSTRUCTED AT DRIVEWAYS AND LOCAL ROADS.

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

PRISMATIC RETROREFLECTIVE SHEETING. SHEETING SHALL BE APPROVED AND LISTED IN

PENNDOT PUBLICATION 35 (BULLETIN 15).

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

AM AND BETWEEN 3:00 PM AND 6:00 PM MONDAYS THROUGH FRIDAYS OR ON LEGAL HOLIDAYS

AND WEEKENDS ASSOCIATED WITH LEGAL HOLIDAYS. ALL RESTRICTIONS AND CLOSURES ARE TO

BE REMOVED BY NOON ON THE DAY PRIOR TO THE LEGAL HOLIDAY.

PERMITTEE SHALL NOTIFY LOCAL EMERGENCY AUTHORITIES (E.G., POLICE, FIRE, MEDICAL), AFFECTED BUSINESSES, SCHOOL DISTRICT(S), THE GENERAL PUBLIC, THE DISTRICT PERMIT

MANAGER AND THE DISTRICT APRAS COORDINATER AT LEAST FOURTEEN DAYS PRIOR TO ANY

SIGNIFICANT TRAFFIC IMPACTS (E.G., LATERAL WIDTH RESTRICTIONS LESS THAN 16 FEET,

DETOURS).

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE

DROP-OFFS CREATED BY CONSTRUCTION OPERATIONS SHALL BE TREATED CONSISTENT WITH

408, SECTION 901.3(J).

REMOVE ALL SHORT-TERM WORK ZONE TRAFFIC CONTROL SIGNING UPON COMPLETION OF THAT

DAY'S WORK PERIOD.

RESTRICTING TRAFFIC FLOW WITHIN THE WORK AREA SHALL BE MINIMIZED TO PREVENT

TRAFFIC CONGESTION AND UNSAFE TRAFFIC CONDITIONS.

NOTIFY THE LOCAL MUNICIPALITY WHERE SIGNALIZED INTERSECTIONS FALL WITHIN THE WORK

ZONE. DO NOT FLAG A SIGNALIZED INTERSECTION WITHOUT THE MUNICIPALITY PLACING THE

SIGNAL ON FLASH.

THE CONTRACTOR SHALL COMPLY WITH ACT 229 OF DECEMBER 2002 DURING CONSTRUCTION

ACTIVITIES WITHIN PENNDOT'S RIGHT-OF-WAY.

PATA 101-A, PATA 107, PATA 110-G AND PATA 110-H

1.

2.

METHODS INDICATED ON THESE DRAWINGS AND THE FOLLOWING:

PENNDOT PUBLICATION 35; PENNDOT PUBLICATION 212; MUTCD, CURRENT EDITION.

PENNDOT PUBLICATION 46; PENNDOT PUBLICATION 213;

PENNDOT PUBLICATION 72M; PENNDOT PUBLICATION 236;

PENNDOT PUBLICATION 111; PENNDOT PUBLICATION 408;

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

WITH APPLICABLE FIGURES

DATED MARCH, 2008 OR MOST CURRENT.

APRIL, 2022, AND TITLE 67 PA CODE, CHAPTER 212, "OFFICIAL TRAFFIC CONTROL DEVICES", IN PENNDOT PUBLICATION 213, "WORK ZONE TRAFFIC CONTROL GUIDELINES", AMENDED

16.THE CONTRACTOR MUST NOTIFY THE DISTRICT 6-0 REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC)

AT (610)205-6934 FIFTEEN (15) MINUTES IN ADVANCE OF ANY PROPOSED LANE OR SHOULDER

RESTRICTIONS OR ROAD CLOSURES. THE CONTRACTOR MUST NOTIFY THE RTMC WHEN THE ROAD IS

RESTORED TO NORMAL OPERATION.

17.THE CONTRACTOR IS REQUIRED TO SUBMIT A ROAD RESTRICTION FORM TO THE DISTRICT 6-0 PRESS

OFFICE ONE (1) WEEK IN ADVANCE OF ANY LANE CLOSURES AND TWO (2) WEEKS IN ADVANCE OF ANY

FULL LANE CLOSURES THAT NECESSITATE A DETOUR. THE FORM IS AVAILABLE ONLINE AT

WWW.BIT.LY/D6RRFORM OR ON THE DISTRICT 6 HOME PAGE.

FOR QUESTIONS, OR TO PROVIDE ADDITIONAL INFORMATION, PLEASE EMAIL RA-PDD6PRESS@PA.GOV.

i forgot to ask how did you tell kearney to handle the jpg thing in autocadd i forgot to ask how did you tell kearney to handle the jpg thing in autocadd

PATA 101-A PATA 107

PATA 110-G

PATA 110-H