SGL 067-26-01 Kenrock Road Phase 3 7-28-2026.pdf

PENNSYLVANIA GAME COMMISSION

PROJECT NO. PGC-067-26-01

STATE GAME LANDS #067

KENROCK ROAD PROJECT, PHASE 3

CONTRACT NO. 1: GENERAL CONSTRUCTION

CARBON TOWNSHIP, HUNTINGDON COUNTY, PENNSYLVANIA

DRAWING INDEX

CS-1 COVER SHEET

A-1 ROADWAY SECTIONS & DETAILS

A-2 DRAINAGE SECTIONS & DETAILS

A-3 STATION EQUALITIES

PROJECT GENERAL NOTES:

1. ACCESS TO THE PROJECT IS FROM THE SOUTH DIRECTLY FROM STATE ROUTE (S.R.) 913. THE SOUTH END OF THE PROJECT (STA. 125+50) IS APPROXIMATELY 300-FEET NORTH OF THE INTERSECTION OF S.R. 913.

2. THE STEEL BEAM/TIMBER DECK BRIDGE OVER SHOUP RUN AT THE SOUTH END OF THE PROJECT HAS A WEIGHT

LIMIT OF 45 TONS.

3. THE CONCRETE BOX CULVERT OVER MILLER RUN AT STA. 77+19 HAS A WEIGHT LIMIT OF 45 TONS.

4. WORK SHALL PROGRESS IN A LINEAR FASHION AND SHALL INCLUDE PIPE INSTALLATIONS, GRADING THE SUBGRADE, SURFACE STONE PLACEMENT, GRADING AND ROLLING. HEAVY HAULING IS NOT PERMITTED ON

COMPLETED SECTIONS OF NEW ROADWAY SURFACE.

5. PIPE INSTALLATION AND SPLASH PAD INSTALLATIONS SHALL BE CONDUCTED DURING NO-FLOW CONDITIONS.

EARTHWORK AT INLETS AND OUTLETS SHALL BE COMPLETED IMMEDIATELY FOLLOWING INSTALLATIONS OF THE NEW DRAINAGE PIPES. DISTURBED AREAS ADJACENT TO NEW PIPE INSTALLATIONS SHALL BE IMMEDIATELY

STABILIZED WITH SEED, LIME, FERTILIZER, AND MULCH.

6. ROUGH AREAS OF THE EXISTING ROAD CAN BE SMOOTHED FOR SAFE PASSAGE OF CONSTRUCTION VEHICLES

AND EQUIPMENT TO ALLOW WORK TO BE CONDUCTED IN A LINEAR PROGRESSION.

7. THE EXISTING STEEL BEAM/TIMBER DECK BRIDGE OVER NESCOPECK CREEK HAS A WEIGHT LIMIT OF 45-TONS.

8. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL AT THE SITE. THE CONTRACTOR SHALL POST SIGNS

AND CONTROL ACCESS TO THE PROJECT AREA BY PLACING BARRICADES.

9. THE CONTRACTOR IS RESPONSIBLE FOR ALL ROAD BONDING THAT MAY BE REQUIRED FOR HEAVY HAULING ON

LOCAL AND STATE ROADS TO THE PROJECT SITE.

10. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING PA ONE CALL (8-1-1) AT LEAST THREE (3) BUSINESS DAYS PRIOR TO ANY EARTH MOVING ACTIVITIES OR HEAVY HAULING TO ENSURE ALL UTILITY LINES ARE CLEARLY

IDENTIFIED.

11. DAMAGE TO EXISTING ROADS, TRAILS, AND FOOD PLOTS CAUSED BY CONSTRUCTION ACTIVITIES MUST BE

IMMEDIATELY REPAIRED BY THE CONTRACTOR.

12. BURNING IS NOT PERMITTED AT THE SITE.

13. THIS PROJECT IS ON STATE GAME LANDS; WORK IS PROHIBITED THE FOLLOWING DAYS

13.1. ALL SATURDAYS AND SUNDAYS IN THE MONTHS OF OCTOBER, NOVEMBER, AND DECEMBER

13.2. ALL DATES OF THE STATEWIDE BEAR SEASON

13.3. THE ENTIRE TWO WEEKS OF THE GENERAL FIREARMS DEER SEASON

13.4. THE OPENING DAY OF THE FLINTLOCK MUZZLELOADER SEASON

13.5. THE OPENING DAY AND ALL SATURDAYS DURING SPRING TURKEY SEASON, INCLUDING YOUTH SPRING

GOBBLER

14. THE CONTRACTOR (INCLUDING EMPLOYEES AND SUB-CONTRACTORS) MAY NOT HUNT DURING CONSTRUCTION

OPERATIONS ON IN AREAS THAT ARE CLOSED TO THE GENERAL PUBLIC.

15. 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.

EROSION & SEDIMENTATION CONTROL NOTES:

1. AN E&S PERMIT IS NOT REQUIRED FOR THIS PROJECT; HOWEVER, THE CONTRACTOR SHALL NOTIFY THE HUNTINGDON COUNTY CONSERVATION DISTRICT AT 814-627-1626 EXT. 5 AT LEAST 7 DAYS PRIOR TO WORK

COMMENCING AT THE SITE.

2. THE CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION VEHICLES (INCLUDING MATERIAL SUPPLIER VEHICLES) LEAVING THE PROJECT AREA HAVE MUD BUILDUP REMOVED FROM THE TIRES BEFORE EXISTING THE SITE. ALL MUD TRACKED ONTO S.R. 913 AND MINERSVILLE ROAD SHALL BE IMMEDIATELY REMOVED FROM THE

ROADWAY.

3. DISTURBED EARTH AREAS NOT RECEIVING OTHER SURFACE TREATMENT SHALL BE STABLIZED WITH SEED, LIME, FERTILIZER AND MULCH IMMEDIATELY AFTER CONSTRUCTION IS COMPLETED.

4. CLEAN ALL EQUIPMENT AND VEHICLES THOROUGHLY (ESPECIALLY UNDERCARRIAGE AND WHEELS) BEFORE THEY

ARE BROUGHT TO THE SITE TO PREVENT THE SPREAD OF INVASIVE SPECIES.

5. ALL BUILDING MATERAILS AND WASTES MUST BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH DEP'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA CODE 260.1 et seq., 271.1 AND 287.1 et seq. NO BUILDING WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED AT THE SITE.

6. PERMANENT STABILIZATION IS DEFINED AS MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER OR ANOTHER MEANS, WITH A DENSITY CAPABLE OF RESISTING ACCELERATED EROSION AND SEDIMENTATION.

PENNSYLVANIA GAME COMMISSION

HUNTINGDON COUNTY

PGC-067-26-01PROJECT NO.

DATE:

SHEET NO.

CARBON TOWNSHIPSTATE GAME LANDS # 067

REVISIONS

KENROCK ROAD PROJECT, PHASE 3

DRAWN BY:

7/28/2026

Z. WHITENIGHT

CS-1

PROJECT LOCATION

STATE GAME LANDS No.067

STATE ROUTE 913

CARBON TOWNSHIP

HUNTINGDON COUNTY

PROJECT LOCATION PLAN

NOT TO SCALE

START OF PROJECT STA. 0+00

END OF PROJECT STA. 125+50

PROJECT SITE PLAN

NOT TO SCALE

= GEO N41.216804°, -78.182900°W

START OF PROJECT ANDY'S ROAD STA. 0+00

END OF PROJECT ANDY'S ROAD STA. 17+44

COVER SHEET

AutoCAD SHX Text

ZACHARY M WHITENIGHT

AutoCAD SHX Text

PE095005

AutoCAD SHX Text

ENGINEER

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PROFESSIONAL

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REGISTERED

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NO.

7'-0" 7'-0"

2"

ROAD PREP SECTION

SCALE: 34" = 1'-0"

4.0% 4.0%

SCARIFY EXISTING ROADWAY SURFACE TO A DEPTH OF 2"

WITH CARBIDE TIPPED BLADE. GRADE AND ESTABLISH CENTER

CROWN SURFACE. COMPACT WITH SINGLE PASS OF 10-TON MIN.

ROLLER.

SCRATCH TO A DEPTH OF 1" FOR ANY POTHOLES

GREATER THAN 1" IN DEPTH AND FILL WITH 2A

MODIFIED AGGREGATE. COMPACT WITH VIBRATORY

PLATE OR EQUAL COMPACTION METHOD.EXISTING GROUND

6'-0" 6'-0"1'-0" 1'-0"

6" #2A COARSE AGGREGATE, COMPACTED

EXISTING GROUND

APPLY THREE (3) COAT ASPHALT

SEAL COAT

TAPER ROADWAY EDGE

TO PROVIDE SMOOTH TRANSITION

TO EXISTING GROUND.

4.0% 4.0%

PREPARED EXISTING ROAD SURFACE,

SEE DETAIL THIS SHEET.

TYPICAL ROAD SECTION

SCALE: 34" = 1'-0"STA. 0+00 to STA. 22+05

6'-0" 6'-0"

14'-0"

1'-0"

FRENCH MATTRESS SECTION

SCALE: 34" = 1'-0"STA. 105+64 to STA. 107+63

EXISTING GROUND

4.0% 4.0%

6"

PREPARE EXISTING SURFACE AS

SHOWN IN DETAILS FOR ROAD PREP

PROVIDE GEOTEXTILE AND GEOGRID

BETWEEN LAYERS

AASHTO #1 AGGREGATE

#2A COARSE AGGREGATE

STA. 6+79 to STA. 7+55

EXISTING GROUND

TAPER ROADWAY EDGE

TO PROVIDE SMOOTH TRANSITION

TO EXISTING GROUND.

4.0% 4.0%

PREPARED EXISTING ROAD SURFACE,

SEE DETAIL THIS SHEET.

TYPICAL ROAD SECTION

SCALE: 34" = 1'-0"STA. 22+05 to STA. 125+50

6'-0" 6'-0"1'-0" 1'-0"

6" #2A COARSE AGGREGATE, COMPACTED

RELIEF CHANNEL SECTION

SCALE: 12" = 1'-0"STA. 54+03 to STA. 55+35 EAST SIDE

CUT AND FILL EXISTING GRADE AS

NECESSARY TO COMPLETE RELIEF

CHANNEL.

1'-6" MIN.

R-4 RIP RAP

EXISTING GROUND

SEED AND MULCH

DISTURBED AREA1

1 1

ROADWAY SURFACE,

SEE DETAILS

3'-0" 8'-0" MIN.3'-0"10'-0"

TYPICAL DRAINAGE DITCH SECTION

SCALE: 1" = 1'-0"STA. 1+25 TO STA. 3+54 EAST SIDE

STA. 12+93 TO STA. 15+16 WEST SIDE

STA. 56+33 TO STA. 58+23 WEST SIDE

EXISTING GROUND

ROADWAY SURFACE,

SEE DETAILS

1'-0" 2'-0" 1'-0"

1'-0"

8" AASHTO #1AGGREGATE

EXISTING GROUND

TAPER ROADWAY EDGE

TO PROVIDE SMOOTH TRANSITION

TO EXISTING GROUND.

4.0% 4.0%

PREPARED EXISTING ROAD SURFACE,

SEE DETAIL THIS SHEET.

TYPICAL ROAD SECTION (ANDY'S ROAD)

SCALE: 34" = 1'-0"STA. 0+00 to STA. 17+44

6" #2A COARSE AGGREGATE, COMPACTED

1'-0" 6'-0" 6'-0" 1'-0"

4" 2A COARSE

AGGREGATE

TYPICAL PARKING AREA SECTION

SCALE: 3" = 1'-0"

EXISTING GROUND

STA. 22+05 WEST

STA. 22+05 EAST

TOTAL 8" 2A

COARSE AGGREGATE

PARKING AREA SECTION W/CLEARING

SCALE: 3" = 1'-0"

EXISTING GROUND

SCRAPE 4" LAYER OF

EXISTING GROUND AT

SPECIFIED LOCATIONS.

STA. 41+03 WEST

STA. 71+17 WEST

STA. 117+26 WEST

PENNSYLVANIA GAME COMMISSION

HUNTINGDON COUNTY

PGC-067-26-01PROJECT NO.

DATE:

SHEET NO.

CARBON TOWNSHIPSTATE GAME LANDS # 067

REVISIONS

KENROCK ROAD PROJECT, PHASE 3

DRAWN BY:

7/28/2026

Z. WHITENIGHT

A-1

ROADWAY SECTIONS & DETAILS

AutoCAD SHX Text

ZACHARY M WHITENIGHT

AutoCAD SHX Text

PE095005

AutoCAD SHX Text

ENGINEER

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PROFESSIONAL

AutoCAD SHX Text

REGISTERED

5'-0"

5'-0"

6" 1'-0" 6"

6"

1'-0"

6"

1'-6"

2'-1"

2'-6"

1'-0"

5'-0"

Ø1'-6"

Ø2'-1"

5'-0"

1'-6" 2'-1" 6"

PLAN VIEW

SIDE VIEW ELEVATION VIEW

18" TYPE E-S ENDWALL

SCALE: NTS

6"

15" TYPE E-S ENDWALL

PLAN VIEW

ELEVATION VIEWSIDE VIEW

4'-6"

4'-6"

6" 1'-0" 6"

6"

1'-0"

6"1'-3"

1'-10"

2'-0"

1'-0"

6"

Ø1'-3"

Ø1'-10"

4'-6"

1'-3" 1'-10" 6"

4'-6"

SCALE: NTS

6'-8"

PLAN VIEW

48" TYPE D-W ENDWALL

SCALE: NTS

9'-5"

SIDE VIEW ELEVATION VIEW

6'-8"

4'-4"

120° 5'-0"

1'-0"

1'-10"

4'-8"

9"

Ø4'-0"

1'-0"

1'-10"

4'-8"

1'-0" 1'-0"

6"

5'-11"

6"

8"

8"

2'-2"

1'-0"

6"

4'-4"

2'-2"

8"

2'-9" 120°

3'-7"

6"

1'-0"

2'-2"

8"

PLAN VIEW

SIDE VIEW ELEVATION VIEW

15" TYPE D-W ENDWALL

SCALE: NTS

Ø1'-3" Ø1'-6"

8"

8"

2'-2"

1'-0"

6"

4'-4"

2'-2"

8"

2'-9" 120°

3'-7"

6"

1'-0"

2'-2"

8"

PLAN VIEW

SIDE VIEW ELEVATION VIEW

18" TYPE D-W ENDWALL

SCALE: NTS

15" TYPE D ENDWALL

SCALE: NTS

6" 6"1'-0"

1'-0"

1'-3"

6" MIN.

1'-0"

Ø1'-3"

6" MIN.

5'-0"

5'-0" 1'-3"

2'-0"

6"

1'-0"

6"

PLAN VIEW

2'-0"

SIDE VIEW ELEVATION VIEW

10'-0"

10'-0"

6"

1'-0"

6"

2'-0"

3'-0"

2'-0" 6" 1'-0" 6"

6" MIN.

3'-0"

1'-0"

6" MIN.

1'-0"

36" TYPE D ENDWALL

SCALE: NTS

ELEVATION VIEWSIDE VIEW

PLAN VIEW

Ø3'-0"

24" TYPE D ENDWALL

SCALE: NTS

SIDE VIEW ELEVATION VIEW

PLAN VIEW

7'-0"

2'-0"

2'-0"

6"

1'-0"

6"

2'-0"

6" 1'-0" 6"

1'-0"

2'-0"

6" MIN.

7'-0"

6" MIN.

1'-0"

Ø2'-0"

24" TYPE D-W ENDWALL

SCALE: NTS

PLAN VIEW

SIDE VIEW ELEVATION VIEW

6"

1'-9"

3'-3"

8"

Ø2'-0"

6"

1'-9"

3'-3"

8"

6'-8"

4'-7"

6" 3'-4"

120°

3'-4"

4'-7"

8" 6"

24" TYPE E-S ENDWALL

PLAN VIEW

SIDE VIEW ELEVATION VIEW

SCALE: NTS

Ø2'-0" Ø2'-9"

6" 1'-0" 6"

6'-0"

6'-0" 2'-9"

2'-0" 6"

1'-0"

6"

3'-0"

1'-0"

6'-0"

6"

1'-0"

6" 2'-0" 2'-9"

6'-0"

RIPRAP SPLASH PAD SECTION VIEW

SCALE: 1 12" = 1'-0"

GEOTEXTILE

EXCAVATE AND GRADE PAD AREA

SO TOP OF RIPRAP IS EVEN WITH

EXISTING GROUND SURFACE

R-4 RIPRAP

EXISTING GROUND

5'-0"

1'-0"

RIPRAP SPLASH PAD TOP VIEW

SCALE: 34" = 1'-0"

5'-0"

5'-0"

EXISTING CULVERT

R-4 RIPRAP SPLASH PAD

EXCAVATE AND GRADE FOR TOP

OF SPLASH PAD TO BE LEVEL WITH

EXISTING GROUND.

FLOW

FLOW

PIPE LENGTH TO VARY, MATCH

EXISTING PIPE LENGTH. REFER TO

SHEET A-3 FOR SCHEDULE OF

DRAINAGE PIPE LENGTHS.

DRAINAGE PIPE SKEW TO VARY.

MATCH EXISTING PIPE ORIENTATION.

REFER TO SHEET A-3 FOR

SCHEDULE OF PIPES.

PRECAST CONCRETE HEADWALL.

REFER TO DETAILS THIS SHEET

FOR HEADWALL BASIS OF DESIGN.

REFER TO SHEET A-3 FOR SCHEDULE

OF PRECAST CONCRETE HEADWALLS.

PRECAST CONCRETE HEADWALL.

REFER TO DETAILS THIS SHEET

FOR HEADWALL BASIS OF DESIGN.

REFER TO SHEET A-3 FOR SCHEDULE

OF PRECAST CONCRETE HEADWALLS.

RIPRAP SPLASH PAD,

REFER TO DETAILS THIS

SHEET.

GRADE DRAINAGE CHANNEL

AS NEEDED FOR POSITIVE

DRAINAGE.

GRADE DRAINAGE CHANNEL

AS NEEDED FOR POSITIVE

DRAINAGE.

CORRUGATED PLASTIC PIPE W/SMOOTH

INTERIOR (AASHTO M294, TYPE S), VARIOUS SIZE.

REFER TO SHEET A-3 FOR DRAINAGE PIPE SIZE

SCHEDULE.

TYPICAL DRAINAGE PIPE PLAN

SCALE: NTS

KENROCK ROAD

PROVIDE A MINIMUM SLOPE

0.3"/FT.

TYPICAL DRAINAGE PIPE SECTION

SCALE: 1 12" = 1'-0"

1'-0"

TYP.

1'-0"

TYP.

6"

1'-0" MIN.

#2A COARSE AGGREGATE PIPE

BEDDING AND BACKFILL

ROADWAY STRUCTURE,

REFER TO DETAILS SHEET 2

EXCAVATION AND

BACKFILL LIMITS

VARIES BASED ON ROADWAY

STRUCTURE. MAINTAIN MIN. 12"

TOTAL COVER OVER DRAINAGE PIPE

CORRUGATED PLASTIC PIPE W/SMOOTH

INTERIOR (AASHTO M294, TYPE S),

SIZE VARIES.

PENNSYLVANIA GAME COMMISSION

HUNTINGDON COUNTY

PGC-067-26-01PROJECT NO.

DATE:

SHEET NO.

CARBON TOWNSHIPSTATE GAME LANDS # 067

REVISIONS

KENROCK ROAD PROJECT, PHASE 3

DRAWN BY:

7/28/2026

Z. WHITENIGHT

A-2

DRAINAGE SECTIONS & DETAILS

AutoCAD SHX Text

ZACHARY M WHITENIGHT

AutoCAD SHX Text

PE095005

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

STATION EQUALITIES - KENROCK ROAD

POINT DESCRIPTION STATION GPS COMMENTS

1 NORTH END OF PROJECT, BEGIN RESURFACE WITH

ASPHALT SEAL COAT TREATMENT 0+00 40.239766, -78.160358 SPUR ROAD TO THE SOUTHWEST

2 BEND IN ROAD 0+63 40.239633, -78.160503

3 BEGIN DRAINAGE DITCH 1+25 40.239476, -78.160592 DITCH ON EAST SIDE OF ROAD

5 BEND IN ROAD, END DRAINAGE DITCH ON EAST SIDE 3+54 40.238853, -78.160665 DITCH DRAINS INTO EXISTING

TURNOUT

6 BEND IN ROAD 8+47 40.237633, -78.161428

7 REPLACE EXISTING CULVERT 9+23 40.237461, -78.161584 PIPE 30', 18"Ø WITH TYPE E-S US

HEADWALL, TYPE DW DS HEADWALL

8 BEND IN ROAD 10+67 40.237230, -78.162005

9 BEGIN DRAINAGE DITCH 12+93 40.236732, -78.162485 DITCH ON WEST SIDE OF ROAD

10 BEND IN ROAD, REPLACE EXISTING CULVERT, END

DRAINAGE DITCH 15+16 40.236185, -78.162841

DITCH FLOWS INTO CULVERT. PIPE

30', 18"Ø WITH TYPE E-S US

HEADWALL, TYPE DW DS HEADWALL

11 SPUR ROAD TO EAST 20+44 40.235196, -78.164224

12 EXISTING CULVERT TO REMAIN 21+84 40.234938, -78.164596

13 GATE 67-03 22+05 40.234937, -78.164673

14 PARKING AREAS 22+05 40.234937, 78.164673 4" 2A COARSE AGGREGATE; 20'X100'

WEST SIDE, 15'X100' EAST SIDE

15 BEGIN AGGREGATE ONLY ROAD RESURFACE 22+41 40.234897, -78.164792 END ASPHALT SURFACE

TREATMENT

16 REPLACE EXISTING CULVERT 24+28 40.234790, -78.165449 PIPE 30', 15"Ø WITH TYPE D US

HEADWALL, TYPE DW DS HEADWALL

17 BEND IN ROAD 26+68 40.234598, -78.166273

18 LOG LANDING TO THE WEST 28+08 40.234571, -78.166775

19 REPLACE EXISTING CULVERT 32+33 40.234321, -78.168266 PIPE 30', 15"Ø WITH TYPE DW US

HEADWALL, TYPE DW DS HEADWALL

20 REPLACE EXISTING CULVERT 35+66 40.233898, -78.169324 PIPE 30', 15"Ø WITH TYPE ES US

HEADWALL, TYPE DW DS HEADWALL

21 NEW CULVERT 37+79 40.233553, -78.169941

PIPE 20', 15"Ø WITH TYPE ES US

HEADWALL, TYPE DW DS HEADWALL.

PERPENDICULAR CROSSING

22 REPLACE EXISTING CULVERT 39+38 40.233298, -78.170406 PIPE 30', 15"Ø WITH TYPE D US

HEADWALL, TYPE DW DS HEADWALL

23 BEND IN ROAD, PARKING AREA 41+03 40.233005, -78.170856

STRIP 4" LAYER OF EXISTING

GROUND, PLACE 8" TOTAL 2A

COARSE AGGREGATE; 40'X80' WEST

SIDE

24 REPLACE EXISTING CULVERT 44+43 40.232153, -78.171351 PIPE 40', 24"Ø WITH TYPE DW US

HEADWALL, TYPE DW DS HEADWALL

25 REPLACE EXISTING CULVERT 51+09 40.230656, -78.172723 PIPE 30', 18"Ø WITH TYPE ES US

HEADWALL, TYPE DW DS HEADWALL

26 REPLACE EXISTING CULVERT; BEGIN RELIEF CHANNEL 54+03 40.229986, -78.173311 PIPE 35', 15"Ø WITH TYPE DW US

HEADWALL, TYPE DW DS HEADWALL

27 END RELIEF CHANNEL 55+35 40.229737, -78.173654 END RELIEF CHANNEL EAST SIDE

28 BEGIN DRAINAGE DITCH 56+33 40.229561, -78.173919 BEGIN DITCH ON WEST SIDE

29 REPLACE EXISTING CULVERT, END DRAINAGE DITCH 58+23 40.229412, -78.174574

DITCH FLOWS INTO CULVERT. PIPE

40', 18"Ø WITH TYPE DW US

HEADWALL, TYPE DW DS HEADWALL

30 REPLACE EXISTING CULVERT 60+04 40.229354, -78.175221

AMD POND OUTLET FLOWS INTO

CULVERT. PIPE 30', 24"Ø WITH TYPE

DW US HEADWALL, TYPE DW DS

HEADWALL

31 NEW CULVERT 62+75 40.229254, -78.176186

PIPE 20', 15"Ø WITH TYPE D US

HEADWALL, TYPE DW DS HEADWALL.

PERPENDICULAR CROSSING

32 REPLACE EXISTING CULVERT 64+08 40.229239, -78.176662

PIPE 20', 15"Ø WITH TYPE ES US

HEADWALL, TYPE DW DS HEADWALL.

IF EXISTING DS TREE NEEDS TO BE

REMOVED, INCREASE PIPE LENGTH

TO 25', PROVIDE FILL AROUND

ADDITIONAL PIPE TO HEADWALL

33 REPLACE EXISTING CULVERT 66+33 40.229148, -78.177461 PIPE 20', 24"Ø WITH TYPE DW US

HEADWALL, TYPE DW DS HEADWALL

34 BEND IN ROAD 69+98 40.228751, -78.178666

35 PARKING AREA 71+17 40.228522, -78.178972

STRIP 4" LAYER OF EXISTING

GROUND, PLACE 8" TOTAL 2A

COARSE AGGREGATE; 30'X80' WEST

SIDE

36 BEND IN ROAD 76+02 40.227560, -78.180172

37 EXISTING CONCRETE BOX CULVERT 77+19 40.2273, -78.1803, 0.0000

38 NEW PIPE CULVERT 77+99 40.227073, -78.180467

PIPE 40', 15"Ø WITH TYPE ES US

HEADWALL, TYPE DW DS HEADWALL.

SKEW PIPE CROSSING ROAD AND

FLAT AREA NEXT TO STREAM

39 SPUR ROAD TO EAST 78+32 40.226994, -78.180527

40 NEW PIPE CULVERT 79+37 40.226767, -78.180757

PIPE 20', 15"Ø WITH TYPE D US

HEADWALL, TYPE DW DS HEADWALL.

PERPENDICULAR CROSSING

41 REPLACE EXISTING CULVERT 81+96 40.226258, -78.181407 PIPE 40', 15"Ø WITH TYPE D US

HEADWALL, TYPE DW DS HEADWAL

42 BEND IN ROAD 90+05 40.225004, -78.183804

43 BEND IN ROAD 95+18 40.223782, -78.184716

44 REPLACE EXISTING CULVERT 100+32 40.222407, -78.185126 PIPE 30', 24"Ø WITH TYPE D US

HEADWALL, TYPE DW DS HEADWALL

45 CENTER OF POWER LINE CROSSING 103+34 40.221594, -78.184923

46 BEGIN FRENCH MATTRESS 105+64 40.220979, -78.184743

47 END FRENCH MATTRESS 107+63 40.220454, -78.184545

48 REPLACE EXISTING CULVERT 108+42 40.220251, -78.184449 PIPE 30', 18"Ø WITH TYPE DW US

HEADWALL, TYPE DW DS HEADWALL

49 REPLACE EXISTING CULVERT 111+56 40.219570, -78.183760 PIPE 35', 24"Ø WITH TYPE ES US

HEADWALL, TYPE DW DS HEADWALL

50 REPLACE EXISTING CULVERT 114+75 40.218963, -78.182936 PIPE 20', 24"Ø WITH TYPE ES US

HEADWALL, TYPE DW DS HEADWALL

51 REPLACE EXISTING CULVERT 115+69 40.218705, -78.182930 PIPE 20', 24"Ø WITH TYPE DW US

HEADWALL, TYPE DW DS HEADWALL

52 BEND IN ROAD, PARKING AREA 117+26 40.218283, -78.183049

STRIP 4" LAYER OF EXISTING

GROUND, PLACE 8" TOTAL 2A

COARSE AGGREGATE; 35'X100'

WEST SIDE

53 BEND IN ROAD AT OLD COKE OVENS 119+11 40.217911, -78.182596

54 BEND IN ROAD, INTERSECTION OF ANDY'S ROAD 120+85 40.217489, -78.182302

55 EXISTING CULVERT 121+36 40.217365, -78.182384 EXISTING CULVERT TO REMAIN

56 BEND IN ROAD, EXISTING CULVERT 123+29 40.217092, -78.182978 EXISTING CULVERT TO REMAIN

57 SOUTH END OF PROJECT 125+50 40.216804, -78.182900 END RESURFACE 10' FROM EXISTING

BRIDGE

STATION EQUALITIES - ANDY'S ROAD

POINT DESCRIPTION STATION GPS COMMENTS

1 SOUTH END OF ANDY'S ROAD 0+00A 40.217489, -78.182302 BEGIN ROAD RESURFACE

2 EXISTING CULVERT 0+58A 40.217535, -78.182102 EXISTING CULVERT TO REMAIN

3 EXISTING CULVERT 5+91A 40.217842, -78.180231 EXISTING CULVERT TO REMAIN

4 BEGIN FRENCH MATTRESS 6+79A 40.217841, -78.179810 VERIFY IN FIELD EXACT START

5 END FRENCH MATTRESS 7+55A 40.217841, -78.179810 VERIFY IN FIELD EXACT END

6 REPLACE EXISTING CULVERT 13+64A 40.217305, -78.177545

PIPE 25', 48"Ø WITH TYPE DW US

HEADWALL, NO DS HEADWALL, NO

SPLASH PAD

7 NORTH END OF ANDY'S ROAD 17+44A 40.216732, -78.176516 END ROAD RESURFACE,

INTERSECTION MINERSVILLE ROAD

PENNSYLVANIA GAME COMMISSION

HUNTINGDON COUNTY

PGC-067-26-01PROJECT NO.

DATE:

SHEET NO.

CARBON TOWNSHIPSTATE GAME LANDS # 067

REVISIONS

KENROCK ROAD PROJECT, PHASE 3

DRAWN BY:

7/28/2026

Z. WHITENIGHT

A-3

STATION EQUALITIES

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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