SGL042_New Access Road.pdf

PENNSYLVANIA GAME COMMISSION

PROJECT NO. PGC-042-25-01

NEW ACCESS ROAD

UPPER YODER TOWNSHIP, CAMBRIA COUNTY, PENNSYLVANIA

CONTRACT NO. 1: GENERAL CONSTRUCTION

DRAWING INDEX

CS-1 COVER SHEET

GN-1 GENERAL NOTES

C-1 CONSTRUCTION PLANS

C-2 CONSTRUCTION PLANS

TS-1 TYPICAL SECTIONS

GP-1 GRADING PLAN

GP-2 GRADING PLAN

P-1 ROADWAY PROFILE

ES-1 E&S CONTROL PLAN

XS-1 CROSS SECTIONS

XS-2 CROSS SECTIONS

XS-3 CROSS SECTIONS

XS-4 CROSS SECTIONS

SITE PLAN GENERAL NOTES:

1. UTILITY LINE LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. UNDERGROUND TELEPHONE, ELECTRIC, GAS, SANITARY SEWER, WATER AND STORMWATER DRAINAGE LINES MAY BE PRESENT AT SOME WORK LOCATIONS. FIELD VERIFICATION IS REQUIRED PRIOR TO ANY CONSTRUCTION. CONTACT PA ONE CALL AND

COMPLY WITH ACT 287 (AS AMENDED) REGARDING LOCATIONS OF UNDERGROUND UTILITIES.

2. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE CONDUCTED IN ACCORDANCE WITH THE

REQUIREMENTS OF PENNDOT, THE LOCAL MUNICIPALITY AND THE CONTRACT DOCUMENTS.

3. CONTRACTOR SHALL COORDINATE WITH AFFECTED UTILITY COMPANIES IN THE EVENT ITEMS SUCH AS TEMPORARY POLE SUPPORT IS REQUIRED. THIS WORK SHALL BE COMPLETED AT NO ADDITIONAL COST TO THE

OWNER.

4. EXISTING DRAINAGE FACILITIES SHALL REMAIN INTACT DURING CONSTRUCTION, UNLESS OTHERWISE DIRECTED

BY THE ENGINEER.

5. ALL AREAS DISTURBED BY THE CONSTRUCTION WORK SHALL BE RESTORED IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS TO THEIR ORIGINAL CONDITION OR BETTER.

6. ALL DISTURBED AREAS NOT RECEIVING OTHER SURFACE TREATMENT SHALL BE GRADED, SEEDED, AND

MULCHED.

7. CONTRACTOR SHALL REFER TO CONTRACT DOCUMENTS FOR SOIL EROSION & SEDIMENTATION CONTROL PLAN

REQUIREMENTS.

8. MAINTAIN ACCESS TO DRIVEWAYS AND ENTRANCES LOCATED ALONG THE PROJECT.

9. THE CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION VEHICLES (INCLUDING MATERIAL SUPPLIER VEHICLES) LEAVING THE PROJECT AREA HAVE MUD BUILDUP REMOVED FROM THE TIRES BEFORE EXITING ONTO PAVED ROADWAYS. ALL MUD TRACKED ONTO PAVED ROADWAYS SHALL BE IMMEDIATELY REMOVED FROM THE

ROADWAY.

= GEO N40.308492°, -78.985894°W

SE-6

NC-3 NE-5

SC-4SW-2

NW-1

PROJECT LOCATION

STATE GAME LANDS No. 042

STATE ROUTE 271

JOHNSTOWN, PA 15905

PROJECT MAP

NOT TO SCALE

PROJECT LOCATION

STATE GAME LANDS No. 042

STATE ROUTE 271

JOHNSTOWN, PA 15905

CAMBRIA COUNTY

PROJECT LOCATION PLAN

NOT TO SCALE

COVER SHEET

PENNSYLVANIA GAME COMMISSION

CAMBRIA COUNTY

PGC-042-25-01PROJECT NO.

DATE:

SHEET NO.

UPPER YODER TOWNSHIPSTATE GAME LANDS # 042

REVISIONS

NEW ACCESS ROAD

DRAWN BY:

2/4/2026

Z. WHITENIGHT

CS-1

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ZACHARY M WHITENIGHT

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NO.

GENERAL PERMIT NOTES:

�� THE E;ISTING SPEED LIMIT ON S�R� ��� IS �� M�P�H�

�� THE A�D�T� FOR S�R� ��� IS �����

�� THE RIGHT�OF�WA< IS FREE ACCESS�

�� ALL WOR. IN PA STATE HIGHWA< RIGHT�OF�WA< IS TO %E PERFORMED CONSISTENT WITH THE FOLLOWING:

���� PENNDOT PU%LICATION ��M� DESIGN MANUAL PART � � HIGHWA< DESIGN

���� PENNDOT PU%LICATION NO� ��� APPRO9ED AGGREGATE PRODUCES (%ULLETIN ��)

���� PENNDOT PU%LICATION NO� ��� APPRO9ED CONSTRUCTION MATERIALS (%ULLETIN ��)

���� PENNDOT PU%LICATION NO� ��� TRAFFIC ENGINEERING MANUAL

���� PENNDOT PU%LICATION NO� ��M� STANDARDS FOR ROADWA< CONSTRUCTION

���� PENNDOT PU%LICATION NO� ���� PA9EMENT MAR.INGS AND SIGNING STANDARDS

���� PENNDOT PU%LICATION NO� ���� OFFICIAL TRAFFIC CONTROL DE9ICES

���� PENNDOT PU%LICATION NO� ���� TEMPORAR< TRAFFIC CONTROL GUIDELINES

���� PENNDOT PU%LICATION NO� ���� SPECIFICATIONS

�� THE DRI9EWA< HAS %EEN DESIGNED (AND WILL %E CONSTRUCTED AND MAINTAINED) CONSISTENT WITH TITLE ��� CHAPTER ��� REGULATIONS�

�� PA STATE HIGHWA< RIGHT�OF�WA< MA< NOT %E USED FOR PAR.ING�

�� PERMITEE IS RESPONSI%LE FOR MAINTENANCE OF ALL AUTHORI=ED SIGNS AND PA9EMENT MAR.INGS�

�� DRI9EWA< IS CLASSIFIED AS MINIMUM USE ACCESS�

�� ANTICIPATED A9ERAGE DAIL< TRAFFIC (ADT) FOR THE PROPOSED ACCESS IS:

� CARS

� SINGLE UNIT TRUC.S AND COM%INATIONS

��� THIS PERMIT MA< %E RESTRICTED ON WOR.ING HOURS AND TIMES FOR HOLIDA<S� WEE.ENDS� AND SPECIAL OR UNFORESEEN E9ENTS AND WILL REQUIRE APPRO9AL FROM

THE COUNT< OFFICE PRIOR TO WOR.ING DURING THESE PERIODS�

��� MATERIAL CERTIFICATION MUST %E PRO9IDED %< AN APPRO9ED MANUFACTURER LISTED IN THE DEPARTMENTS PU%LICATION �� (%ULLETIN ��)� FOR ALL MATERIALS AND

STRUCTURES WITHIN PENNDOT RIGHT�OF�WA<�

��� THE PERMITTEE SHALL CONTACT THE COUNT< MAINTENANCE MANAGER AT THE TIME OF THE GUIDE RAIL REMO9AL: ALL E;ISTING GUIDE RAIL TO %E REMO9ED SHALL %E TRANSPORTED TO AND STORED AS PER THE DIRECTION FROM THE COUNT< MAINTENANCE MANAGER OR REPRESENTATI9E�

��� ALL SLOPE MEASUREMENTS WILL %E INSPECTED�9ERIFIED WITH A ��FOOT SMART LE9EL�

��� THE PERMITTEE IS RESPONSI%LE FOR THE COORDINATION OF RELOCATING AN< CONFLICTING UTILITIES WHICH ARE A RESULT OF THESE IMPRO9EMENTS�

��� ALL UTILIT< RELOCATION PERMITS TA.E PRECEDENCE O9ER THE UTILIT< RELOCATION POSITIONS SHOW ON THE HOP PLANS�

MAINTENANCE AND PROTECTION OF TRAFFIC (MPT) NOTES:

�� THIS WOR. CONSISTS OF THE MAINTENANCE AND PROTECTION OF TRAFFIC AND THE PROTECTION OF THE PU%LIC WHEN APPROACHING AND DEPARTING THE CONSTRUCTION

AREA AND WITHIN THE LIMITS OF CONSTRUCTION�

�� FURNISH � ERECT� PLACE� AND MAINTAIN TRAFFIC CONTROL SIGNS AND DE9ICES� MAINTAIN TRAFFIC DURING HOURS OF CONSTRUCTION AND AT ALL OTHER TIMES

CONSISTENT WITH THE METHODS INDICATED ON THESE DRAWINGS AND THE FOLLOWING:

���� PENNDOT PU%LICATION ��� APPRO9ED CONSTRUCTION MATERIALS (%ULLETIN ��)

���� PENNDOT PU%LICATION ��� TRAFFIC ENGINEERING MANUAL

���� PENNDOT PU%LICATION ��M� STANDARDS FOR ROADWA< CONSTRUCTION

���� PENNDOT PU%LICATION ���� PA9EMENT MAR.INGS AND SIGNING STANDARDS

���� PENNDOT PU%LICATION ���� OFFICIAL TRAFFIC CONTROL DE9ICES

���� PENNDOT PU%LICATION ���� TEMPORAR< TRAFFIC CONTROL GUIDELINES

���� PENNDOT PU%LICATION ���� HAND%OO. OF APPRO9ED SIGNS

���� PENNDOT PU%LICATION ���� SPECIFICATIONS

���� MUTCD� CURRENT EDITION

�� REMO9E THESE DE9ICES IMMEDIATEL< UPON COMPLETION OF THE WOR.� PENNDOT WILL REMO9E AN< TRAFFIC CONTROL DE9ICES ERECTED %< DEPARTMENT FORCES�

�� PERMITTEE MUST ARRANGE FOR INSPECTION OF ALL TRAFFIC CONTROL DE9ICES PRIOR TO START OF WOR.�

�� CO9ER OR REMO9E ALL CONFLICTING SIGNS AND ERADICATE ALL CONFLICTING PA9EMENT MAR.INGS�

�� MOUNT ALL LONG�TERM AD9ANCE WARNING SIGNS ON T<PE III %ARRICADES UNLESS OTHERWISE NOTED OR INSTRUCTED %< THE DISTRICT OFFICE�

�� ALL SIGNS AND DE9ICES TO %E MAINTAINED IN NEW OR LI.E NEW CONDITION�

�� DRI9EWA<S WILL %E .EPT ACCESSI%LE AT ALL TIMES� LOCATE ALL SIGNS SO THAT SIGHT DISTANCE WILL NOT %E O%STRUCTED AT DRI9EWA<S AND LOCAL ROADS�

�� ALL CHANNELI=ING DE9ICES� %ARRICADES� AND SIGNS SHALL HA9E T<PE III OR %ETTER PRISMATIC RETROREFLECTI9E SHEETING� SHEETING SHALL %E APPRO9ED AND LISTED IN

PENNDOT PU%LICATION �� (%ULLETIN ��)�

��� PERMITTEE SHALL NOTIF< LOCAL EMERGENC< AUTHORITIES (I�E� POLICE� FIRE� MEDICAL)� AFFECTED %USINESSES� SCHOOL DISTRICTS� THE GENERAL PU%LIC� THE DISTRICT PERMIT MANAGER AND THE DISTRICTS APRAS COORDINATOR AT LEAST FOURTEEN (��) DA<S PRIOR TO AN< SIGNIFICANT TRAFFIC IMPACTS (E�G� LATERAL WIDTH

RESTRICTIONS LESS THAN �� FEET� DETOURS)�

��� MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL %E IN ACCORDANCE WITH APPLICA%LE PATA DRAWING(S) (����A� ���� ���� ����A� ����A) IN

THE CURRENT PENNDOT PU%LICATION ���� �TEMPORAR< TRAFFIC CONTROL GUIDELINES��

��� DROPOFFS CREATED %< CONSTRUCTION OPERATIONS SHALL %E TREATED CONSISTENT WITH PU%LICATION ���� SECTION �����-�

��� REMO9E ALL SHORT�TERM WOR. =ONE TRAFFIC CONTROL SIGNING UPON COMPLETION OF THAT DA<

S WOR. PERIOD�

��� RESTRICTING TRAFFIC FLOW WITHIN THE WOR. AREA SHALL %E MINIMI=ED TO PRE9ENT TRAFFIC CONGESTION AND UNSAFE TRAFFIC CONDITIONS�

��� THE CONTRACTOR SHALL COMPL< WITH ACT ��� OF DECEM%ER ���� DURING CONSTRUCTION ACTI9ITIES WITHIN PENNDOT

S RIGHT�OF�WA<�

��� UTILI=E PENNDOT PU%LICATION ���� WOR. =ONE TRAFFIC CONTROL PATA (����A� ���� ���) FOR SHORT TERM TRAFFIC CONTROL OPERATIONS AND PATA (����A� ����A)

FOR LONG�TERM TRAFFIC CONTROL OPERATIONS�

��� UTILI=E PENNDOT PU%LICATION ���� WOR. =ONE TRAFFIC CONTROL GENERAL NOTES SECTION F FOR SIGNAGE AND DE9ICE SETUP�REMO9AL�

CONSTRUCTION SEQUENCE:

�� MO%ILI=E FOR CONSTRUCTION�

�� INSTALL LONG�TERM SIGNING AND TEMPORAR< TRAFFIC CONTROL DE9ICES�

�� INSTALL E S MEASURES AS INDICATED AND IN ACCORDANCE WITH THE APPRO9ED E S PLAN�

�� COMPLETE ROADWA< %AC.FILL AND PROPOSED GRADING�

�� PLACE AASHTO �� AND �A MATERIAL AT APPROPRIATE CROSS SLOPES�

�� CLOSE PU%LIC ACCESS THROUGH FINAL CONSTRUCTION� (ACCESS TO PROPERTIES ON STATE GAME

LANDS ��� SHALL REMAIN ACCESSI%LE THROUGHOUT CONSTRUCTION)

�� REMO9E E;ISTING GUIDERAIL %ETWEEN REMO9AL LIMITS� GUIDERAIL TO %E REPLACED WITHIN � DA<S�

�� REMO9E E;ISTING CUL9ERTS AND RESTORE WATER WA< EM%AN.MENT�

�� PLACE FINAL SEAL COAT MATERIAL WEARING SURFACE�

��� COMPLETE FINAL GRADING AND SEEDING AS NEEDED�

��� OPEN ROADWA< FOR PU%LIC USE�

��� REMO9E E;ISTING E S MEASURES�

��� REMO9E LONG TERM SIGNING AND TEMPORAR< TRAFFIC CONTROL DE9ICES�

��� DEMO%ILI=E CONSTRUCTION EQUIPMENT�

DETAIL OTHER THAN THOSE INDICATED ARE ON THE FOLLOWING STANDARD DRAWINGS:

RC���M (�� SHEETS) (SEPT� �� ����)

RC���M (�� SHEETS) (SEPT� �� ����)

RC���M (� SHEETS) (FE%� �� ����)

RC���M (� SHEET) (DEC� ��� ����)

TC�����% (� SHEETS) (-UN� ��� ����)

TC����� (� SHEETS) (FE%� ��� ����)

TC����� (� SHEET) (-UN� ��� ����)

GENERAL NOTES

PENNS<L9ANIA GAME COMMISSION

CAM%RIA COUNT<

PGC����������PRO-ECT NO�

DATE:

SHEET NO�

UPPER <ODER TOWNSHIPSTATE GAME LANDS � ���

RE9ISIONS

NEW ACCESS ROAD

DRAWN %<:

=� WHITENIGHT

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ZACHARY M WHITENIGHT

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PE095005

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REGISTERED

S.R . 2

M eno her

Bo ule var d

1+25

1+50

1+75

1+00

1+15

EXISTING

UTILITY POLE

90°

2+00

LE

GA

L R

IG

HT

-O

F-

WA

Y

22'-0"

ROADWAY

0"

-S

TR

AN

SIT

ION

24'-0"

62'-6" 31-S GUIDERAIL

25'-0" 31-S TRANSITION

FIL

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FILL LIMIT

4' - 0'

SHOULDER

R50' - 0"

31-S GUIDERAIL

R1-1 30"X30" @ 1+25

5' - 0" MOUNT HEIGHT

S.R. 271

SEG. 0090

OFF. 0786

R50' - 0"

31-S GUIDERAIL

W1-8 CHEVRON

�MISSING�

WATER VALE

EXISTING ROAD �TO BE REMOVED�

LIMIT OF

GUIDERAIL REMOVAL

LIMIT OF

GUIDERAIL REMOVAL

FIRE HYDRANT

CONSTRUCTION PLAN

SCALE: 1/8" = 1' - 0"

W1-6 LARGE SINGLE

ARROW �MISSING��TO BE

RELOCATED BY PADOT�

LEG

AL

RIG

HT-O

F-W

AY

MATCH LINE

EXISTING UTILITY

POLE J18721

R50' - 0"

R50' - 0"

TSS END

TREATMENT

FLARED 4'-0"

LIMIT OF

PROPOSED ACCESS

LIMIT OF

PROPOSED ACCESS

EXIS

TING GUIDERAIL �

TO BE R

EMOVED�

GUY

EXISTING GUIDERAIL �TO BE REMOVED�

SIL

VE

R B

IRC

H L

AN

E

Little Mill Creek

PROPOSED BOTTOMLESS

CULVERT

TYPE 31 STRONG POST

IN-LINE ANCHOR

IN ACCORDANCE WITH

PENNDOT PUB. 72M

TYPE 31 STRONG POST

IN-LINE ANCHOR

IN ACCORDANCE WITH

PENNDOT PUB. 72M

TSS END

TREATMENT

FLARED 4'-0"

CONSTRUCTION PLAN

PENNSYLVANIA GAME COMMISSION

CAMBRIA COUNTY

PGC-042-25-01PROJECT NO.

DATE:

SHEET NO.

UPPER YODER TOWNSHIPSTATE GAME LANDS # 042

REVISIONS

NEW ACCESS ROAD

DRAWN BY:

2/4/2026

Z. WHITENIGHT

C-1

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ENGINEER

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REGISTERED

Little Mill Creek

Existing Gravel Road

1+75

2+25

2+50

2+75

3+00

3+25

3+50

3+75

4+00

4+14.60

4+25

3+5.43

2+00

24'-0"

60" HDPE �TO

BE REMOVED�

60" HDPE �TO

BE REMOVED�

CONSTRUCTION PLAN

SCALE: 1/8" = 1' - 0"

'-0

0"

TIE INTO EXISTING ROADWAY

GRAVEL PARKING AREA

108' - 0" BY 35' 0 "

MATCH LINE

Little Mill Creek

PROPOSED BOTTOMLESS

CULVERT

FIL

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FILL LIMIT

EXISTING ROAD �TO BE REMOVED�

LIMIT OF WORK

LIMIT OF DISTURBANCE

LIMIT O

F DISTURBANCE

12" SILK

SOCK

12" SILK

SOCK

12" SILK

SOCK

CONSTRUCTION PLAN

PENNSYLVANIA GAME COMMISSION

CAMBRIA COUNTY

PGC-042-25-01PROJECT NO.

DATE:

SHEET NO.

UPPER YODER TOWNSHIPSTATE GAME LANDS # 042

REVISIONS

NEW ACCESS ROAD

DRAWN BY:

2/4/2026

Z. WHITENIGHT

C-2

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REGISTERED

12' - 0" 12' - 0"

TYPICAL SECTION DETAIL

SCALE: 12" = 1'-0"

FOREIGN BORROW

EXCAVATION MATERIAL

DEPTH DETERMINED BASED

ON SUPPLIED CROSS SECTIONS

AND ACTUAL FIELD CONDITIONS

1' - 6"

AASHTO #3

6" 2A

2H:1V

2 LAYER EMULSIFIED ASPHALT

& AASHTO #8 SURFACE TREATMENT

EXISTING GROUND

S.R . 2

M eno her

Bo ule var d

90°

LE

GA

L R

IG

HT

-O

F-

WA

Y

22'-0"

ROADWAY

24'-0"

FIL

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IM

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FILL LIMIT

SCALE: 1" = 20'-0"

RIGHT OUT TURN MOVEMENT: WB-40

4' - 0'

SHOULDER

S.R. 271

SEG. 0090

OFF. 0786

LEG

AL

RIG

HT-O

F-W

AY

SIL

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R B

IRC

H L

AN

E

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PROPOSED BOTTOMLESS

CULVERT

S.R . 2

M eno her

Bo ule var d

Little Mill Creek

90°

LE

GA

L R

IG

HT

-O

F-

WA

Y

22'-0"

ROADWAY

24'-0"

FIL

L L

IM

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FILL LIMIT

SCALE: 1" = 20'-0"

RIGHT IN TURN MOVEMENT: WB-40

4' - 0'

SHOULDER

S.R. 271

SEG. 0090

OFF. 0786

LEG

AL

RIG

HT-O

F-W

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MATCH LINE

SIL

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R B

IRC

H L

AN

E

Little Mill Creek

PROPOSED BOTTOMLESS

CULVERT

S.R . 2

M eno her

Bo ule var d

90°

LE

GA

L R

IG

HT

-O

F-

WA

Y

22'-0"

ROADWAY

24'-0"

FIL

L L

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FILL LIMIT

SCALE: 1" = 20'-0"

LEFT IN TURN MOVEMENT: WB-40

4' - 0'

SHOULDER

S.R. 271

SEG. 0090

OFF. 0786

LEG

AL

RIG

HT-O

F-W

AY

SIL

VE

R B

IRC

H L

AN

E

Little Mill Creek

PROPOSED BOTTOMLESS

CULVERT

S.R . 2

M eno her

Bo ule var d

Little Mill Creek

90°

LE

GA

L R

IG

HT

-O

F-

WA

Y

22'-0"

ROADWAY

24'-0"

FIL

L L

IM

IT

FILL LIMIT

SCALE: 1" = 20'-0"

LEFT OUT TURN MOVEMENT: WB-40

4' - 0'

SHOULDER

S.R. 271

SEG. 0090

OFF. 0786

LEG

AL

RIG

HT-O

F-W

AY

MATCH LINE

SIL

VE

R B

IRC

H L

AN

E

Little Mill Creek

PROPOSED BOTTOMLESS

CULVERT

TYPICAL SECTIONS

PENNSYLVANIA GAME COMMISSION

CAMBRIA COUNTY

PGC-042-25-01PROJECT NO.

DATE:

SHEET NO.

UPPER YODER TOWNSHIPSTATE GAME LANDS # 042

REVISIONS

NEW ACCESS ROAD

DRAWN BY:

2/4/2026

Z. WHITENIGHT

TS-1

AutoCAD SHX Text

ZACHARY M WHITENIGHT

AutoCAD SHX Text

PE095005

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

100+05

100+10

100+15

100+20E;ISTING

UTILITY POLE

FIL

L L

IM

IT

FILL LIMIT

100+00

W1-8 CHEVRON

�MISSING�

WATER VALE

FIRE HYDRANT

GRADING PLAN

SCALE: 1" = 10' - 0"

W1-6 LARGE SINGLE

ARROW �MISSING��TO BE

RELOCATED BY PADOT�

MATCH LINEMATCH LINE

E;ISTING UTILITY

POLE J18�21GUY

Little Mill Creek

GRADING PLAN

PENNSYLVANIA GAME COMMISSION

CAMBRIA COUNTY

PGC-042-25-01PROJECT NO.

DATE:

SHEET NO.

UPPER YODER TOWNSHIPSTATE GAME LANDS # 042

REVISIONS

NEW ACCESS ROAD

DRAWN BY:

2/4/2026

Z. WHITENIGHT

GP-1

AutoCAD SHX Text v

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text

PGC

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text

ZACHARY M WHITENIGHT

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PE095005

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

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REGISTERED

Existing Gravel Road

2+25

2+50

2+75

3+00

3+25

3+50

3+75

4+00

4+14.60

4+25

3+5.43

2+00

60" HDPE �TO

BE REMOVED�

'-0

0"

TIE INTO EXISTING ROADWAY

GRAVEL PARKING AREA

108' - 0" BY 35' 0 "

GRADING PLAN

SCALE: 1/8" = 10' - 0"

MATCH LINEMATCH LINE

FIL

L L

IM

IT

FILL LIMIT

EXISTING ROAD �TO BE REMOVED�

LIMIT OF WORK

LIMIT OF DISTURBANCE

LIMIT O

F DISTURBANCE

12" SILK

SOCK

12" SILK

SOCK

GRADING PLAN

PENNSYLVANIA GAME COMMISSION

CAMBRIA COUNTY

PGC-042-25-01PROJECT NO.

DATE:

SHEET NO.

UPPER YODER TOWNSHIPSTATE GAME LANDS # 042

REVISIONS

NEW ACCESS ROAD

DRAWN BY:

2/4/2026

Z. WHITENIGHT

GP-2

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AutoCAD SHX Text

PGC

AutoCAD SHX Text E

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ENGINEER

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PROFESSIONAL

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REGISTERED

1+00 1+15 1+25 1+50 1+75

1+87.97 2+00 2+25.732+25 2+501640'

1630'

1620'

1610'

EXISTING

ROADWAY

11.00%

EXISTING

SHOULDER

-2.00%

0+90 1+00 1+10 1+20 1+30 1+40 1+50

EXISTING GROUND

PROPOSED

ROADWAY

1+00

1+15

1+25

1+50

-10.0% MAX.

-13.5% MAX.

1+75

2+00

1+60 1+70 1+80 1+90 2+00 2+10

PROPOSED CULVERT

0.00%

2+20 2+30 2+40 2+50 2+60

2+50 2+25

℄S.R. 271

GRADE

BREAK

E.O.P.E.O.R.

2+70 2+80 2+90 3+00 3+10 3+20 3+30

2+50

3+40 3+50 3+60 3+70 3+80 3+90

1620'

3+50 3+75MATCH EXISTING GRADE

4+00 4+10 4+20

4+00

2+75 3+00

3+25

PROPOSED ROADWAY PROFILE

SCALE: 3/16" = 1' - 0"

ROADWAY PROFILE

PENNSYLVANIA GAME COMMISSION

CAMBRIA COUNTY

PGC-042-25-01PROJECT NO.

DATE:

SHEET NO.

UPPER YODER TOWNSHIPSTATE GAME LANDS # 042

REVISIONS

NEW ACCESS ROAD

DRAWN BY:

2/4/2026

Z. WHITENIGHT

P-1

AutoCAD SHX Text

ZACHARY M WHITENIGHT

AutoCAD SHX Text

PE095005

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

LE

GA

L R

IG

HT

-O

F-

WA

Y

FIL

L L

IM

IT

FILL LIMIT

LEG

AL

RIG

HT-O

F-W

AY

Little Mill Creek

FIL

L L

IM

IT

FILL LIMIT

LIMIT OF DISTURBANCE

LIMIT O

F DISTURBANCE

12" SILK

SOCK

12" SILK

SOCK

12" SILK

SOCK

12" SILK

SOCK

EROSIAN AND SEDIMENT PLAN

SCALE: 1" = 20' - 0"

STANDARD CONSTRUCTION DETAIL #3-1

ROCK CONSTRUCTION ENTRANCE

50' MIN.

FT.

EARTH FILL

PIPE AS NECESSARY

GEOTEXTILE

EXISTING

GROUND

MIN 8" AASHTO #1

MOUNTABLE

BERM (6 IN. MIN.)*

M

IN

M

IN

M

IN

PROFILE

PLAN VIEW

NOTES:

REMOVE TOPSOIL PRIOR TO INSTALLATION OF ROCK CONSTRUCTION ENTRANCE. EXTEND ROCK

OVER FULL WIDTH OF ENTRANCE.

RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT REMOVAL BMP PRIOR

TO ENTERING ROCK CONSTRUCTION ENTRANCE.

MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS USED AND

PROPER PIPE COVER AS SPECIFIED BY MANUFACTURER IS NOT OTHERWISE PROVIDED. PIPE

SHALL BE SIZED APPROPRIATELY FOR SIZE OF DITCH BEING CROSSED.

MAINTENANCE: ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY

MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE SHALL BE

MAINTAINED ON SITE FOR THIS PURPOSE. ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS

SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE IMMEDIATELY. IF EXCESSIVE

AMOUNTS OF SEDIMENT ARE BEING DEPOSITED ON ROADWAY, EXTEND LENGTH OF ROCK

CONSTRUCTION ENTRANCE BY 50 FOOT INCREMENTS UNTIL CONDITION IS ALLEVIATED OR

INSTALL WASH RACK. WASHING THE ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY

DITCHES, SEWERS, CULVERTS, OR OTHER DRAINAGE COURSES IS NOT ACCEPTABLE.

* MOUNTABLE BERM USED TO PROVIDE PROPER COVER FOR PIPE

NOT TO SCALE

STANDARD CONSTRUCTION DETAIL #4-1

COMPOST FILTER SOCK

FL

OW

FLOW

UNDISTURBED AREA

SECTION

PLAN VIEW

EXISTING

CONTOURS

COMPOST

FILTER SOCK

2 IN. x 2 IN.

WOODEN STAKES

PLACED 10 FT ON

CENTER

2 IN. x 2 IN. WOODEN STAKES

PLACED 10 FT ON CENTER

COMPOST FILTER SOCK

BLOWN/PLACED

FILTER MEDIA

DISTURBED AREA

UNDISTURBED AREA

NOTES:

SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION CONTROL MANUAL.

COMPOST SHALL MEET THE STANDARDS OF TABLE 4.2 OF THE PA DEP EROSION CONTROL MANUAL.

COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT SPECIFIED FOR THE SIZE OF THE SOCK AND

THE SLOPE OF ITS TRIBUTARY AREA.

TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS.

ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF

THE BARRIER AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.

COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER’S SPECIFICATIONS OR REPLACED WITHIN 24

HOURS OF INSPECTION.

BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER’S

RECOMMENDATIONS.

UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT

OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.

IN

M

IN

EROSION AND SEDIMENT NOTES:

1. ALL VEGATATION WITHIN LIMIT OF DISTURBANCE TO BE CLEARED AND GRUBBED.

2. GRIND TO 12" BELOW GRADE OR REMOVE OFFSITE ALL STUMPS WITHIN LIMITS OF FILL.

E&S CONTROL PLAN

PENNSYLVANIA GAME COMMISSION

CAMBRIA COUNTY

PGC-042-25-01PROJECT NO.

DATE:

SHEET NO.

UPPER YODER TOWNSHIPSTATE GAME LANDS # 042

REVISIONS

NEW ACCESS ROAD

DRAWN BY:

2/4/2026

Z. WHITENIGHT

ES-1

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NOT TO SCALE

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EXISTING ROADWAY

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EXISTING ROADWAY

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DISTURBED AREA

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SCALE 1 INCH = 5 FEET

80 70 60 50 40 30 20 10 0 8070605040302010

80 70 60 50 40 30 20 10 0 8070605040302010

CROSS SECTIONS

1+00

2' - 0" MIN.

2' - 0" MIN.

39' - 4" 52' - 10" 10' - 11"

SHOULDER

10' - 8"

SHOULDER

MATCH EXISTING S.R. 271 GRADE

2H:1V

2H:1V

21' - 8"5' - 0"

SHOULDER

2' - 0" MIN.

25' - 5" 5' - 6"

SHOULDER

2' - 0" MIN.

5.32%

7.72%

16' - 0" 4' - 4"

SHOULDER

18' - 2"

4' - 6"

SHOULDER

2' - 0" MIN.

2' - 0" MIN.3.44%

7.43%

2H:1V

2H:1V

2H:1V

2H:1V

1+25

1+15

CROSS SECTIONS

PENNSYLVANIA GAME COMMISSION

CAMBRIA COUNTY

PGC-042-25-01PROJECT NO.

DATE:

SHEET NO.

UPPER YODER TOWNSHIPSTATE GAME LANDS # 042

REVISIONS

NEW ACCESS ROAD

DRAWN BY:

2/4/2026

Z. WHITENIGHT

XS - 1

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ZACHARY M WHITENIGHT

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PE095005

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ENGINEER

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PROFESSIONAL

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REGISTERED

SCALE 1 INCH = 5 FEET

80 70 60 50 40 30 20 10 0 8070605040302010

CROSS SECTIONS

1+50

12' - 0" 12' - 0" 3' - 9"

1.28% 5.28%

12' - 0" 12' - 0"

6.00%

6.00% 2H:1V

2H:1V

2H:1V

2H:1V

4' - 10"

2+00

6.00% 6.00%

TAPER TO

HEADWALL

TAPER TO

HEADWALL

1+75

10' - 4" 11' - 5" 11' - 3" 10' - 0"

CROSS SECTIONS

PENNSYLVANIA GAME COMMISSION

CAMBRIA COUNTY

PGC-042-25-01PROJECT NO.

DATE:

SHEET NO.

UPPER YODER TOWNSHIPSTATE GAME LANDS # 042

REVISIONS

NEW ACCESS ROAD

DRAWN BY:

2/4/2026

Z. WHITENIGHT

XS - 2

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ZACHARY M WHITENIGHT

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PE095005

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ENGINEER

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CROSS SECTIONS

2+25

2+36

2+50

6.00% 6.00%

EXISTING ROADWAY

6.00% 6.00%

2H:1V

2H:1V 2H:1V

6.00% 6.00%

SCALE: 1" = 5' - 0"

CROSS SECTIONS

TAPER TO

HEADWALL

TAPER TO

HEADWALL

HEADWALL

HEADWALL

TAPER TO

HEADWALL

HEADWALL

7' - 9" 10' - 0" 10' - 0" 15' - 0"

3' - 3" 10' - 0" 10' - 0"9'-1134"

13' - 9"

10'-0" 10'-0"

CROSS SECTIONS

PENNSYLVANIA GAME COMMISSION

CAMBRIA COUNTY

PGC-042-25-01PROJECT NO.

DATE:

SHEET NO.

UPPER YODER TOWNSHIPSTATE GAME LANDS # 042

REVISIONS

NEW ACCESS ROAD

DRAWN BY:

2/4/2026

Z. WHITENIGHT

XS - 3

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ZACHARY M WHITENIGHT

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PE095005

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ENGINEER

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CROSS SECTIONS

2+75

3+00

3+25

3+50

6.00% 6.00%

6.00% 6.00% 2H:1V

2H:1V

2H:1V

2H:1V

2H:1V

2H:1V 6.00% 6.00%

6.00% 6.00%

SCALE: 1" = 5' - 0"

CROSS SECTIONS

10' - 0" 10' - 0"

10' - 0" 10' - 0"

8' - 0" 8' - 0"

5' - 8" 5' - 8"

CROSS SECTIONS

PENNSYLVANIA GAME COMMISSION

CAMBRIA COUNTY

PGC-042-25-01PROJECT NO.

DATE:

SHEET NO.

UPPER YODER TOWNSHIPSTATE GAME LANDS # 042

REVISIONS

NEW ACCESS ROAD

DRAWN BY:

2/4/2026

Z. WHITENIGHT

XS - 4

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ZACHARY M WHITENIGHT

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PE095005

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ENGINEER

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