1-2026.02.25 School House Rd Contract Documents.pdf

STREAM

PROPOSED FEATURES

LIMITS OF DISTURBANCE /

PERMIT BOUNDARY

ROAD

RIPRAP

SILTSOCK

PROPERTY LINE

BUILDING

FLOODWAY

RIGHT-OF-WAY

GRAVEL DRIVE

CULVERT

PREPARED BY:

PENNCORE CONSULTING LLC

999 MAIN STREET

SOUTH WILLIAMSPORT, PA 17702

PHONE: (570) 980-3994

CONTRACT DRAWINGS

FOR

SCHOOL HOUSE ROAD (T-314) CULVERT REPLACEMENT

CHAPMAN TOWNSHIP, CLINTON COUNTY, PA

CONTRACT 2026-01

MARCH 2026

OWNER:

CHAPMAN TOWNSHIP

196 MAIN STREET

NORTH BEND, PA 17760

(570) 923-2044

SCALE: 1" = 2000'

USGS QUAD: RENOVO EAST, PA

GENERAL NOTES

1. EXISTING TOPOGRAPHY IS FROM AN EXISTING FEATURES AND TOPOGRAPHY SURVEY

GATHERED BY PENNCORE CONSULTING LLC IN JULY 2025. NO BOUNDARY SURVEY HAS BEEN

PERFORMED FOR THIS PROJECT.

2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON SITE PRIOR

TO ANY CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES.

3. A GEOTECHNICAL INVESTIGATION HAS BEEN CONDUCTED AS A PART OF THIS PROJECT (SEE

PROJECT MANUAL).

4. THE WORK COMPLETED FOR THE PREPARATION OF THIS PLAN DID NOT INCLUDE THE

PERFORMANCE OF AN ENVIRONMENTAL AUDIT, OR ASSESSMENT. THEREFORE PENNCORE

CONSULTING, LLC (PENNCORE) MAKES NO WARRANTY OR GUARANTEE EITHER EXPRESSED OR

IMPLIED AS TO THE ENVIRONMENTAL CONDITIONS OF THE SITE IN REGARD TO SURFACE OR

SUBSURFACE POLLUTION AS REGULATED BY PENNSYLVANIA CODE TITLE 25. ENVIRONMENTAL

PROTECTION, DEPARTMENT OF ENVIRONMENTAL PROTECTION, CHAPTERS 75, 101, 271, 273, 275, 277, 279, 281, AND 285.

5. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THIS SITE PLAN ARE BASED ON THE BEST

AVAILABLE INFORMATION AND SHALL BE CONSIDERED APPROXIMATE. THE CONTRACTOR IS

RESPONSIBLE FOR LOCATING ALL PUBLIC AND PRIVATE UTILITIES WHICH LIE IN OR ADJACENT

TO THE PROJECT SITE. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO

PROTECT EXISTING UTILITIES AND MAINTAIN UNINTERRUPTED SERVICE. THE CONTRACTOR IS

RESPONSIBLE FOR CONTACTING THE PA-ONE CALL SYSTEM AT 800-242-1776, NO LESS THAN

THREE (3) WORKING DAYS PRIOR TO BEGINNING WORK, AS REQUIRED BY PENNSYLVANIA STATE

LAW.

6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE STARTING WORK, ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS, SPECIFICATIONS AND SITE CONDITIONS, OR ANY INCONSISTENCIES OR AMBIGUITIES IN THE DRAWINGS OR SPECIFICATIONS SHALL BE

IMMEDIATELY REPORTED TO THE PROJECT'S ENGINEER, IN WRITING, WHO SHALL PROMPTLY

ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER

HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES, WITHOUT

RECEIVING A RESPONSE FROM THE PROJECT'S ENGINEER, SHALL BE DONE AT THE

CONTRACTOR'S RISK.

7. IF REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH UTILITIES FOR THE ADJUSTMENT OR RELOCATION OF UTILITY SURFACE FEATURES, i.e., VALVE BOXES, UTILITY

POLES, MANHOLES, ETC. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING OF

RELOCATION CONFLICTING UTILITIES WHICH ARE A RESULT OF THESE IMPROVEMENTS AT NO

ADDITIONAL COST.

8. ALL CONSTRUCTION DEBRIS, INCLUDING EXCESS EXCAVATED MATERIAL, ASPHALT, SCRAP

WOOD, ETC., SHALL BE DISPOSED OFF-SITE BY THE CONTRACTOR IN ACCORDANCE WITH

FEDERAL, STATE, AND LOCAL REGULATIONS.

9. STRIPPING OF VEGETATION, RE-GRADING, OR OTHER WORK SHALL BE DONE IN A MANNER THAT

WILL MINIMIZE EROSION. ANY EROSION AND SEDIMENT POLLUTION CONTROLS THAT ARE

DEEMED NECESSARY BY THE CLINTON COUNTY CONSERVATION DISTRICT, SHALL BE

IMPLEMENTED IMMEDIATELY BY THE CONTRACTOR. WHENEVER SEDIMENTATION IS CAUSED BY

STRIPPING VEGETATION, RE-GRADING OR OTHER DEVELOPMENT, IT SHALL BE THE

RESPONSIBILITY OF THE PERSON, CORPORATION OR OTHER ENTITY CAUSING SUCH

SEDIMENTATION TO REMOVE IT FROM ALL ADJOINING SURFACES, DRAINAGE SYSTEMS AND

WATERCOURSES AND TO REPAIR ANY DAMAGE.

10. THIS PLAN ILLUSTRATES ALL EXISTING SIGNS TO REMAIN UPON COMPLETION OF WORK. ANY

CONFLICTING OR DAMAGED SIGNS WITHIN THE PROJECT AREA NOT INDICATED ON THE PLAN

MUST BE REMOVED AND/OR REPLACED.

11. THE CONTRACTOR SHALL BE COGNIZANT OF THE EFFECT OF HIS WORK ON ADJACENT

PROPERTIES. ALL COMPLAINTS WILL BE BROUGHT TO THE ATTENTION OF THE TOWNSHIP

ROADMASTER. MEASURES NECESSARY FOR DUST CONTROL SHALL BE EXERCISED DURING ALL

WORK OPERATIONS.

12. THE INFORMATION SHOWN ON THIS DRAWING MAY HAVE ALSO BEEN RELEASED IN A DIGITAL

DRAWING FORMAT. ONCE A DRAWING IS RELEASED FROM PENNCORE IN A DIGITAL FORMAT, WE

HAVE NO CONTROL OVER THE MANIPULATION OR MISUSE OF THE DATA CONTAINED IN THAT

FILE. THE VIEWER IS THEREFORE CAUTIONED AND SHOULD COMPARE ANY SUBSEQUENT

REPRODUCTIONS OR MANIPULATIONS OF THIS DATA WITH THE ORIGINAL HARD COPY SEALED

PLAN PROVIDED BY PENNCORE. THE USER OF THE DIGITAL DATA IS ALSO CAUTIONED THAT ANY USE OF THE DATA CONTAINED IN THE DIGITAL FILE, WHICH IS NOT SHOWN ON THE HARD COPY

DRAWING, MUST BE AT THE RISK OF THE USER.

13. UNLESS OTHERWISE NOTED, ALL FINAL GRADES FOR PROPOSED IMPROVEMENTS SHALL

SMOOTHLY TRANSITION TO MATCH EXISTING GRADES. CONTRACTOR SHALL ENSURE THAT

POSITIVE DRAINAGE AWAY FROM FOUNDATIONS IS PROVIDED AND NO LOW SPOTS OF

PUDDLING OCCUR WITHIN THE LIMITS OF WORK.

14. WORK ON THIS PROJECT SHALL CONFORM TO THE PROJECT'S SPECIFICATIONS, AND WHERE

APPLICABLE, THE LATEST STANDARDS AND SPECIFICATIONS OF THE PENNSYLVANIA

DEPARTMENT OF TRANSPORTATION (PENNDOT) IN THE CASE OF CONFLICT, THE PROJECT'S

OWNER SHALL BE NOTIFIED FOR CLARIFICATION. ALL WORK IN THE LEGAL RIGHT-OF-WAY IS TO BE BUILT ACCORDING TO: TC-8600 & TC-8700 SERIES (PUBLICATION 111M); TC-7800 SERIES

(PUBLICATION 148) WORK ZONE TRAFFIC CONTROL (PUBLICATION 213); THE MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES, DATED 2003; AND THE REGULATIONS (PUBLICATION 212)

GOVERNING THE DESIGN, LOCATION, AND OPERATION OF ALL OFFICIAL TRAFFIC SIGNS,

SIGNALS AND PAVEMENT MARKINGS ON AND ALONG ALL HIGHWAYS WITHIN THE

COMMONWEALTH OF PENNSYLVANIA; PENNDOT PUBLICATION NO. 408; PENNDOT PUBLICATION

NO. 35; APPROVED CONSTRUCTION MATERIALS (BULLETIN 15); PENNDOT PUBLICATION NO. 72M;

STANDARDS FOR ROADWAY CONSTRUCTION, PENNSYLVANIA CODE, TITLE 67,

TRANSPORTATION, CHAPTER 459.

15. ALL EXISTING SIGNS DISTURBED DURING CONSTRUCTION SHALL BE REINSTALLED IN

ACCORDANCE WITH APPLICABLE LOCAL, COUNTY, STATE, AND FEDERAL REGULATIONS.

16. THE CONTRACTOR WILL PROMPTLY NOTIFY THE OWNER, IN WRITING, OF ANY SUBSURFACE OR LATENT PHYSICAL CONDITIONS AT THE SITE DIFFERING MATERIALLY FROM THOSE INDICATED IN

THE CONTRACT DOCUMENTS.

17. THE CONTRACTOR, DURING THE PERFORMANCE OF ALL WORK ASSOCIATED WITH THE

CONSTRUCTION OF THIS PROJECT, IS RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL,

STATE, AND LOCAL LAWS, CODES, AND REGULATIONS. THE CONTRACTOR SHALL TAKE ALL

SAFETY PRECAUTIONS AS REQUIRED TO PROTECT EMPLOYEES AND OTHER PERSONS FROM

INJURY.

18. THE DESIGNATION OF EXCESS WASTE DISPOSAL AND CONSTRUCTION STAGING AREAS, WHICH

MAY BE REQUIRED, BUT ARE NOT NOTED ON THE PLANS, ARE THE RESPONSIBILITY OF THE

CONTRACTOR AND SUBJECT TO THE APPROVAL OF CHAPMAN TOWNSHIP AND THE

DEPARTMENT OF ENVIRONMENTAL PROTECTION. ALL CONSTRUCTION DEBRIS, INCLUDING

EXCESS EXCAVATED MATERIAL, SCRAP WOOD, ETC, SHALL BE DISPOSED OFF-SITE BY THE

CONTRACTOR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.

19. ALL EXISTING PAVEMENT TO BE REMOVED SHALL BE SAW CUT ALONG LIMITS OF PROPOSED

PAVEMENT REMOVAL, BEFORE REMOVAL OPERATIONS BEGIN. THE CONTRACTOR IS

RESPONSIBLE FOR THE OFF-SITE DISPOSAL OF PAVEMENT WHICH IS REMOVED.

20. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING MEASURES TO PREVENT DAMAGE TO

ALL EXISTING FEATURES (TO REMAIN) WITHIN PROJECT LIMITS AND ALONG ADJACENT

PROPERTIES.

21. EROSION AND SEDIMENT POLLUTION CONTROL MEASURES SHALL BE MAINTAINED

CONTINUOUSLY, RELOCATED, AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY

RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY, AND SHALL BE WATERED,

FERTILIZED, RESEEDED, AND MULCHED, AS NECESSARY, TO OBTAIN A DENSE COVER OF

GRASS.

22. UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS, PENNDOT 2A

SUBBASE FOR BACKFILL AROUND ANY TRENCH OPENINGS, SHALL BE COMPACTED T0 100% OF

MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AS SET OUT BY ASTM

STANDARD D-698. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS REQUIRING

BACKFILLING SHALL ESTABLISH AN OPTIMUM BACKFILLING SEQUENCE TO ACHIEVE THE

SPECIFIED LEVEL OF COMPACTION. ONCE THE SEQUENCE FOR BACKFILLING HAS BEEN

ESTABLISHED, THAT SEQUENCE SHALL BE USED IN ALL AREAS OF BACKFILLED REQUIRED.

COMPACTION TESTS SHALL BE TAKEN AT RANDOM LOCATIONS THAT REPRESENT THE ENTIRE

LENGTH OF THE INSTALLED LINE TO ENSURE THAT COMPACTION REQUIREMENTS ARE BEING

MET. THE CONTRACTOR SHALL SUBMIT RESULTS OF THE PROCTOR TEST TOGETHER WITH A

CERTIFICATION THAT THE MATERIAL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE

USED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY AN EXPERIENCED TECHNICIAN

UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE

LABORATORY.

23. ALL EXCAVATIONS, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT THEIR INTEGRITY.

IF PUMPING OF AN OPEN TRENCH IS NECESSARY DURING THE COURSE OF CONSTRUCTION, A

SEDIMENT FILTER BAG OR OTHER FORM OF FILTERING IS REQUIRED BEFORE DISCHARGING

INTO THE STORMDRAIN SYSTEM.

24. ALL TRENCHING SHALL OCCUR AS DESIGNATED IN THIS PLAN SET. THE CONTRACTOR SHALL

USE EQUIPMENT APPROPRIATE TO MAINTAIN A MAXIMUM PAVEMENT OPENING. IF THE

CONTRACTOR PROPOSES A REVISED TRENCHING METHOD OR ALIGNMENT, CHAPMAN

TOWNSHIP AND PENNDOT OFFICIALS SHALL BE NOTIFIED IMMEDIATELY.

25. THE CONTRACTOR IS NOTIFIED THAT OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)

CLEARANCES MUST BE MAINTAINED TO OVERHEAD POWER LINES FROM ANY CONSTRUCTION

EQUIPMENT. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF OSHA STANDARDS IN

THIS REGARD.

26. OSHA EXCAVATION STANDARD SHALL APPLY TO THIS CONTRACT. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR SAFETY OF TRENCH AND STRUCTURES.

27. CONTRACTOR SHALL LIMIT WORK HOURS FROM 7:00 AM TO 5:00 PM DURING ONLY WEEKDAYS

WITHIN THE LIMITS OF WORK.

28. EXISTING RIGHT OF WAY SHALL BE CONFIRMED BY THE TOWNSHIP.

29. THIS STREAM IS A NATURAL TROUT STREAM AND THUS SEASONAL IN-STREAM WORK

RESTRICTIONS SHALL APPLY AS FOLLOWS: NO IN STREAM WORK SHALL OCCUR BETWEEN

OCTOBER 1 - DECEMBER 31.

30. THIS PROJECT IS WITHIN AN AREA OF NORTHERN LONG-EARED BAT. NO REMOVAL OF TREES

SHALL OCCUR BETWEEN MAY 15- JULY 31.

31. CONTRACTOR MAY CLOSE ROAD DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE

SUITABLE SIGNAGE AND BARRIERS TO PROTECT THE PUBLIC. CONTRACTOR SHALL

COORDINATE WITH NEIGHBORS IMPACTED BY WORK AND ENSURE VEHICULAR ACCESS TO

RESIDENTS.

EXISTING FEATURES

LEGEND:

MAJOR CONTOUR (10' INTERVAL)

MINOR CONTOUR (2' INTERVAL)

CONSTRUCTION PLANS

SHEET DESCRIPTION NO.

C-001 COVER SHEET & TOC 1

C-101 EXISTING CONDITIONS & DEMOLITION PLAN 2

C-201 IMPROVEMENT PLAN 3

C-203 EROSION AND SEDIMENT CONTROL PLAN 4

C-301 SITE / LAYOUT PLAN 5

C-302 PROFILES & SECTIONS 6

C-401 NOTES & DETAILS 7

I HEREBY CERTIFY THAT THE DOCUMENTS LISTED

BELOW WERE PREPARED OR APPROVED BY ME, AND

THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF PENNSYLVANIA:

SHEETS: C-001, C-101 THROUGH C-402

ROAD OFFSET

GUARDRAIL

DEADMAN ANCHOR

EDGE OF ROADWAY

SILTSOCK

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C-101

EXISTING IMPROVEMENTS TO

BE REMOVED/REPLACED

DEMOLITION NOTES:

1. HIGHLIGHTED AREAS INDICATE THE GENERAL LOCATIONS OF DEMOLITION WORK TO BE

PERFORMED. CONTRACTOR TO REFER TO IMPROVEMENTS PLAN VIEWS (C-201 ) AND

PROVIDED DETAILS FOR ADDITIONAL INFORMATION ON THE WORK TO BE PERFORMED IN

EACH AREA.

2. ALL LIMITS OF DEMOLITION SHALL BE MARKED IN THE FIELD IN COORDINATION AND

AGREEMENT WITH PROJECT ENGINEER PRIOR TO START OF WORK.

3. BOUNDARY LINES WERE APPROXIMATED USING AVAILABLE COUNTY GIS DATA.

4. RIGHT OF WAY SHALL BE CONFIRMED BY THE TOWNSHIP.

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DATE: MARCH 2026

DRAWN BY:

DRAFTING CK:

ENGINEERING CK:

CONSTRUCTION CK:

ENVIRONMENTAL CK:

DRAWING NO.:

SHEET OF REV. 0

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PROJECT #: 2024-408

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RECOMMENDED

DATE

IM

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EN

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C-201

IMPROVEMENT NOTES:

1. CONTRACTOR TO REFER TO THE NOTES AND DETAILS (SHEETS C-301 & C-400'S) FOR ADDITIONAL INFORMATION RELATED TO THE CONSTRUCTION AND INSTALLATION OF THE PROPOSED IMPROVEMENTS.

2. THIS STREAM IS A NATURAL TROUT STREAM AND THUS SEASONAL IN-STREAM WORK RESTRICTIONS SHALL APPLY AS FOLLOWS: NO IN STREAM WORK SHALL OCCUR BETWEEN OCTOBER 1 - DECEMBER 31.

3. THIS PROJECT IS WITHIN AN AREA OF NORTHERN LONG-EARED BAT. NO REMOVAL OF TREES SHALL

OCCUR BETWEEN MAY 15- JULY 31.

4. CHAPMAN TOWNSHIP WILL PURCHASE THE PROPOSED CULVERT AND HEADWALLS AND ALL MATERIALS WILL BE DELIVERED TO THE PROJECT SITE IN COORDINATION WITH THE CONTRACTOR'S SCHEDULE.

FULL DEPTH PAVEMENT RESTORATION

(SEE DETAIL ON SHEET C-401)

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DATE: MARCH 2026

DRAWN BY:

DRAFTING CK:

ENGINEERING CK:

CONSTRUCTION CK:

ENVIRONMENTAL CK:

DRAWING NO.:

SHEET OF REV. 0

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PROJECT #: 2024-408

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PROJECT EASEMENTS

TEMPORARY CONSTRUCTION EASEMENT

PERMANENT EASEMENT

RECOMMENDED

DATE

MINOR GRADING AREA

ER

O

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N D

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PL

AN

C-202

IMPROVEMENT NOTES:

1. CONTRACTOR TO REFER TO THE NOTES AND DETAILS (SHEETS C-301 & C-400'S) FOR ADDITIONAL

INFORMATION RELATED TO THE CONSTRUCTION AND INSTALLATION OF THE PROPOSED

IMPROVEMENTS.

2. THIS STREAM IS A NATURAL TROUT STREAM AND THUS SEASONAL IN-STREAM WORK RESTRICTIONS SHALL APPLY AS FOLLOWS: NO IN STREAM WORK SHALL OCCUR BETWEEN OCTOBER 1 - DECEMBER 31.

3. THIS PROJECT IS WITHIN AN AREA OF NORTHERN LONG-EARED BAT. NO REMOVAL OF TREES SHALL

OCCUR BETWEEN MAY 15- JULY 31.

4. CHAPMAN TOWNSHIP WILL PURCHASE THE PROPOSED CULVERT AND HEADWALLS AND ALL MATERIALS WILL BE DELIVERED TO THE PROJECT SITE IN COORDINATION WITH THE CONTRACTOR'S SCHEDULE.

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DATE: MARCH 2026

DRAWN BY:

DRAFTING CK:

ENGINEERING CK:

CONSTRUCTION CK:

ENVIRONMENTAL CK:

DRAWING NO.:

SHEET OF REV. 0

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Point Table

Point #

Raw Description

BM1

BM2

BM3

BM4

BM5

EX N CL

CULV N CL

CULV S CL

EX S CL

SW C

SE C

NE C

NW C

EX CL

EX CL

EX CL

PROPOSED CL

PROPOSED CL

PROPOSED CL

PROPOSED CL

EX CL

EX CL

START OF WORK CL

END OF WORK CL

Elevation

651.164

660.824

663.704

667.503

652.670

659.735

660.050

659.880

658.635

660.300

659.670

659.670

660.300

659.815

659.774

659.714

659.930

660.350

659.900

659.120

658.235

657.422

659.710

658.765

Northing

431096.0310

431213.0770

431196.3641

431167.2860

431134.5170

431209.4784

431202.4238

431193.8381

431186.5644

431186.6635

431198.4330

431209.8167

431198.0539

431211.3082

431211.1489

431208.4545

431203.9005

431198.9582

431194.0160

431189.0737

431184.1309

431179.1881

431207.0120

431186.9643

Easting

1982093.6800

1981867.9290

1981816.4519

1981761.3130

1982014.5480

1981927.7269

1981941.2060

1981956.3080

1981969.1139

1981924.1608

1981976.8614

1981974.3212

1981921.6170

1981910.2000

1981920.1877

1981929.7163

1981938.6085

1981947.3019

1981955.9952

1981964.6885

1981973.3816

1981982.0746

1981932.9452

1981968.3969

OHE

OHE

OHE

OHE

OHE

A'

A

B

B'

0+00 0+10

0+20 0+30

0+40 0+50

0+60 0+70

0+

0+

0+

0+

SECTION ROAD CENTERLINE

SI

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LA

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(5

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DATE: MARCH 2026

DRAWN BY:

DRAFTING CK:

ENGINEERING CK:

CONSTRUCTION CK:

ENVIRONMENTAL CK:

DRAWING NO.:

SHEET OF REV. 0

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PROJECT #: 2024-408

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C-301

EXISTING GRADE

PROPOSED GRADE

STREAM BOTTOM

LAYOUT COORDINATES

SECTION A-A'

SECTION B-B'

PR

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(5

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DATE: MARCH 2026

DRAWN BY:

DRAFTING CK:

ENGINEERING CK:

CONSTRUCTION CK:

ENVIRONMENTAL CK:

DRAWING NO.:

SHEET OF REV. 0

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PROJECT #: 2024-408

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C-302

EXISTING GRADE

PROPOSED GRADE

STREAM BOTTOM

EXISTING GRADE

PROPOSED GRADE

STREAM BOTTOM

N O

TE

S

D

ET

AI

LS

DISTURBED

AREA UNDISTURBED

AREA

DISTURBED

AREA

UNDISTURBED

AREA

NOTES:

1. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCK SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK ALIGNMENT (SEE ABOVE). MAXIMUM SLOPE LENGTH ABOVE ANY SOCK SHALL NOT EXCEED THAT SHOWN ON FIGURE 4.2 IN APPENDIX A OF THE E&S PLAN.

2. TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS.

3. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES ½ THE ABOVE GROUND HEIGHT OF THE SOCK AND

DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.

4. 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.

5. BIODEGRADABLE FILTER SOCK SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR.

POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER’S RECOMMENDATIONS.

6. 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.

COMPOST FILTER SOCK DETAIL

N.T.S.

PLAN VIEW

SECTION VIEW

FLOW

FL

O

W FLO

W

STAKE ON 10'-0"

CENTERS MAXCOMPOST

FILTER

SOCK

2" X 2"

WOOD STAKECOMPOST

FILTER SOCK

LOOSE

COMPOST

(3")

(1 2"

C.F.S. = COMPOST FILTER SOCK

SOCK

NO.

DIA.

(IN)

SOCK

LENGTH

(FT)

CFS-1 12 11

CFS-2 12 14

5:1 5:1

NOTES:

1. TOPSOIL SHOULD BE REMOVED PRIOR TO INSTALLATION OF ROCK CONSTRUCTION

ENTRANCE.

2. EXTEND ROCK OVER FULL WIDTH OF ENTRANCE.

3. RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT REMOVAL

BMP PRIOR TO ENTERING ROCK CONSTRUCTION ENTRANCE.

4. MOUNTABLE BERM SHOULD BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS

USED. PIPE TO BE SIZED APPROPRIATELY FOR SIZE OF DITCH BEING CROSSED.

5. 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 FEET INCREMENTS UNTIL CONDITION IS ALLEVIATED OR INSTALL WASH RACK.

WASHING THE ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY DITCHES,

SEWER, CULVERTS, OR OTHER DRAINAGEWAYS IS NOT ACCEPTABLE.

PROFILE

PLAN

ROCK CONSTRUCTION ENTRANCE

N.T.S.

EXISTING

GROUND

GEOTEXTILE,

CLASS 4, TYPE A

AASHTO NO.1

COARSE AGGREGATE

8" MIN

MOUNTABLE BERM,

(6" MIN)

EARTH FILL

PIPE AS NECESSARY

EXISTING

ROADWAY50'-0" MIN

3'-0"

50'-0" MIN

20'-0" MIN 10'-0" MIN

10'-0" M

IN

10'-0" M

IN

EXISTING

ROADWAY

COMPOST FILTER SOCK (WHEN

LOCATED IN HQ & EV WATERSHEDS)

COMPOST FILTER SOCK (WHEN

LOCATED IN HQ & EV WATERSHEDS)

COMPOST FILTER SOCK (WHEN

LOCATED IN HQ & EV WATERSHEDS)

FILTER BAG

FILTER BAG

PLAN VIEW

ELEVATION VIEW

NOTES:

LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING

STANDARDS:

A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED.

BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE AND

NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS.

NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY

RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE.

THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND SECURELY CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE.

THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE

MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED.

FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY

AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.

INTAKE HOSE

PUMP

CLAMPS

DISCHARGE HOSE

HEAVY DUTY LIFTING STRAPS

(RECOMMENDED)

INTAKE HOSEPUMP

CLAMPS

DISCHARGE HOSE

WELL VEGETATED, GRASSY AREA

WELL VEGETATED, GRASSY AREA

JERSEY BARRIER OPTION

STACKED SANDBAGS OPTION

SANDBAG DIVERSION DAM OR COFFERDAM

SANDBAGSIMPERVIOUS MEMBRANE

SANDBAG TO HOLD IMPERVIOUS

LINER IN PLACE

IMPERVIOUS LINER EXTENDED TO

STREAM BOTTOM AND SECURED

WITH SANDBAGS

JERSEY BARRIER

SANDBAG (TYP)

NORMAL STREAM FLOW

OPTIONAL SANDBAG PLATFORM

WORK AREA

2 BAG MIN. HEIGHT ABOVE NORMAL BASE FLOW

NOTES:

GRUBBING SHALL NOT TAKE PLACE WITHIN 50 FEET OF TOP-OF-BANK UNTIL ALL MATERIALS REQUIRED TO COMPLETE

CROSSING ARE ON SITE AND READY FOR INSTALLATION.

BYPASS PUMP INTAKE SHALL BE MAINTAINED A SUFFICIENT DISTANCE FROM THE BOTTOM TO PREVENT PUMPING OF

CHANNEL BOTTOM MATERIALS.

WATER ACCUMULATING WITHIN THE WORK AREA SHALL BE PUMPED TO A PUMPED WATER FILTER BAG OR SEDIMENT

TRAP PRIOR TO DISCHARGING INTO ANY SURFACE WATER.

HAZARDOUS OR POLLUTANT MATERIAL STORAGE AREAS SHALL BE LOCATED AT LEAST 100 FEET BACK FROM THE TOP

OF STREAMBANK.

ALL EXCESS EXCAVATED MATERIAL SHALL BE IMMEDIATELY REMOVED FROM THE STREAM CROSSING AREA.

ALL DISTURBED AREAS WITHIN 50 FEET OF TOP-OF-BANK SHALL BE BLANKETED OR MATTED WITHIN 24 HOURS OF INITIAL DISTURBANCE FOR MINOR STREAMS OR 48 HOURS OF INITIAL DISTURBANCE FOR MAJOR STREAMS UNLESS

OTHERWISE AUTHORIZED.

APPROPRIATE STREAMBANK PROTECTION SHALL BE PROVIDED WITHIN THE CHANNEL.

PROPOSED TEMPORARY CROSSING WILL BE WITHIN DEWATERED WORK ZONE. TEMPORARY CROSSING SHALL

CONSIST OF TWO 24" HDPE PIPES.

STREAM

BOTTOM

10 FT.

MIN.

10 FT.

MIN.

TYPICAL TEMPORARY ACCESS ROAD AND

WORK AREA WITH PUMP BYPASS

SANDBAGS (TYP)

SEDIMENT

BARRIER (TYP)

TRENCH

SPOIL

TRENCH

SPOIL

TOP OF STREAM BANK

TOP OF STREAM BANK

INTAKE

DISCHARGE

ENERGY DISSPATOR

PUMP

WORK AREA

N.T.S.

N.T.S.

PUMPED WATER FILTER BAG DETAIL

N.T.S.

NURSE CROP

SEEDING

RATE

(LB/ACRE)

FOR SPRING SEEDING (UP TO JUNE 15)

ANNUAL RYEGRASS, OR

SPRING OATS, OR

WINTER WHEAT, OR

WINTER RYE, OR

SPRING OATS PLUS RYEGRASS (ANNUAL OR PERENNIAL)

FOR LATE SPRING & SUMMER SEEDING (JUNE 16 - AUGUST 15)

ANNUAL RYEGRASS, OR

JAPANESE OR FOXTAIL MILLET, OR

SUDANGRASS, OR

SPRING OATS, OR

WINTER WHEAT, OR

WINTER RYE

FOR LATE SUMMER & FALL SEEDING (AUGUST 16 AND LATER)

ANNUAL RYEGRASS, OR

WINTER WHEAT, OR

WINTER RYE

64 (OATS)

10 (RYE)

SPECIES

TEMPORARY COVER

SEEDING RATE

(LB/ACRE)

64 (OATS)

20 (RYE)

RECOMMENDED TEMPORARY COVER OR NURSE CROPS

STRAW

HAY

WOOD FIBER HYDROMULCH

HYDRAULIC EROSION

CONTROL PRODUCTS

3 TON/ACRE

3 TON/ACRE

VARIABLE

VARIABLE

NOTES:

1. PLACE MULCH IMMEDIATELY AFTER SEEDING OR, AT A MAXIMUM, WITHIN 48 HOURS AFTER SEEDING IS COMPLETED.

2. LOOSE MULCH SHALL BE ANCHORED IN CONFORMANCE WITH PROJECT SPECIFICATIONS IMMEDIATELY AFTER

APPLICATION.

3. DURING PERIODS OF NON-GERMINATION, THE ABOVE LISTED MULCH TYPES (APPLIED AT THE SPECIFIED RATE) MAY

BE USED FOR TEMPORARY STABILIZATION.

4. EROSION CONTROL MATTING SHALL BE INSTALLED IN PLACE OF MULCHING AT ALL LOCATIONS SPECIFIED IN THE EROSION CONTROL MATTING DETAIL AND ALL OTHER DISTURBED AREAS SPECIFICALLY IDENTIFIED ON THE PLAN

DRAWINGS.

EITHER WHEAT OR OAT STRAW, FREE OF WEEDS, NOT CHOPPED

TIMOTHY, MIXED CLOVER, OR OTHER NATIVE FORAGE GRASSES

APPLY PER PRODUCT MANUFACTURER RECOMMENDATIONS

APPLY PER PRODUCT MANUFACTURER RECOMMENDATIONS

MULCH TYPE RATE NOTES

MULCH APPLICATION RATE DETAIL

NOTES:

1. SEEDING APPLICATION RATES ARE STATED AS POUNDS PER ACRE OF PURE LIVE SEED (PERCENTAGE OF PURE SEED MULTIPLIED BY THE PERCENTAGE OF GERMINATION) FOR EACH SPECIES. APPLIED SEEDING RATES SHALL MEET, OR EXCEED, THE HIGHEST CALCULATED INDIVIDUAL SPECIES SEEDING RATE BASED ON THE

SEED MIX UTILIZED.

2. CONTRACTOR SHALL SELECT SEED MIXTURES APPROPRIATE FOR SITE SPECIFIC CONDITIONS INCLUDING SLOPE OF THE WORK AREA, SOIL PH AND FERTILITY, AVAILABLE SUNLIGHT AND ANTICIPATED USE OF THE

WORK AREA.

3. AREAS THAT MAY BE SUBJECT TO EARTHMOVING WITHIN 12 MONTHS MAY BE STABILIZED WITH TEMPORARY

SEED MIXTURES. ALL OTHERS SHOULD BE STABILIZED WITH PERMANENT SEED MIXTURES.

4. CONTRACTOR SHALL MAKE PREPARATIONS FOR SEEDING AND MULCHING AS DISTURBED AREAS APPROACH FINAL GRADE. IN NO CASE SHOULD AN AREA EXCEEDING 15,000 SQUARE FEET, WHICH IS TO BE STABILIZED BY

VEGETATION, REACH FINAL GRADE WITHOUT BEING SEEDED AND MULCHED.

5. CONTRACTOR SHALL APPLY TOPSOIL AND PREPARE THE SEED BED IN CONFORMANCE WITH PROJECT

SPECIFICATIONS PRIOR TO APPLICATION OF SEED FOR PERMANENT STABILIZATION.

STABILIZATION DURING NON-GROWING SEASONS:

ALL CONSTRUCTION SHOULD BE PLANNED FOR COMPLETION WITHIN THE RECOMMENDED DATES FOR THE APPLICATION OF PERMANENT SEEDING AND ESTABLISHMENT OF A PERMANENT VEGETATIVE COVER, HOWEVER, WHEN CONSTRUCTION MUST BE DONE AND IS COMPLETED DURING A NON-GROWING SEASON (WINTER TIME, ETC.), TEMPORARY STABILIZATION BMPS MUST BE IMPLEMENTED AND ADEQUATELY MAINTAINED. THE APPLICATION OF STRAW MULCH AT THE RATE OF THREE (3) TONS PER ACRE IS RECOMMENDED. THE BMPS SHOULD BE CHECKED WEEKLY (UNLESS SNOW COVERED) TO IDENTIFY AREAS THAT BECOME BARE. THESE BARE AREAS SHOULD BE

COVERED WITH A PROPERLY INSTALLED EROSION CONTROL MATTING OR MULCH.

ALL TEMPORARY EROSION AND SEDIMENT POLLUTION CONTROLS MUST BE MAINTAINED UNTIL 70% PERENNIAL

VEGETATIVE COVER IS ACHIEVED.

RECOMMENDED PERMANENT SEED MIXTURE

PENNDOT FORMULA B

FORMULA AND SPECIES % BY

WEIGHT

MINIMUM % MAX %

WEED

SEED

SEEDING RATE

LB/1000 SQ. YD

(LB/ACRE)PURITY GERMINATION

FORMULA B RESIDENTIAL MIX 42.0 (210)

TOTAL

PERENNIAL RYEGRASS MIXTURE (LOLIUM

PERENNE). A COMBINATION OF IMPROVED

CERTIFIED VARIETIES WITH NO ONE

VARIETY EXCEEDING 50% OF THE TOTAL

RYEGRASS COMPONENT.

20 97 90 0.1000

8.5 (41.14)

CREEPING RED FESCUE OR CHEWINGS

FESCUE (FESTUCA RUBRA OR SSP

COMMUTATE) (IMPROVED AND CERTIFIED)

30 97 85 0.1000

12.5 (60.5)

KENTUCKY BLUEGRASS MIXTURE (POA

PRATENSIS). A COMBINATION OF

IMPROVED CERTIFIED VARIETIES WITH NO

ONE VARIETY EXCEEDING 50% OF THE

TOTAL BLUEGRASS COMPONENT.

50 97 80 0.1500

21.0 (101.64)

SC

H

O O

L H

O U

SE

R

O

AD

G P-

C

H

AP

M

AN

T O

W N

SH

IP

, C

LI

N

TO

N C

O U

N

TY

, P A

M

AI

N S

TR

EE

T

SO

U

TH

W

IL

LI

AM

SP

O

R T, P A

(5

) 9

DATE: MARCH 2026

DRAWN BY:

DRAFTING CK:

ENGINEERING CK:

CONSTRUCTION CK:

ENVIRONMENTAL CK:

DRAWING NO.:

SHEET OF REV. 0

D

AT

E D

ES

C

R

IP

TI

O

N

AP

PR

O

VE

D

R

EV

IS

IO

N S

AKS

BPS

BPS

N/A

N/A

PROJECT #: 2024-408

1/

/2

IN

C

R

EA

SE

D

C U

LV

ER

T

LE

N G

TH

BP

S

C-401

(IF NECESSARY BASED ON SITE CONDITIONS)

PIPE CULVERTS WITH CLEAN

STONE FILL OVER CULVERT

RIPRAP LINING DETAIL

N.T.S.

RIPRAP

WHEN USING LARGER SIZED STONE,

CHOKE VOIDS WITH R-3 SIZED ROCK

FILTER STONE, UNIFORM

GRADATION, 18" THICKNESS

X

XX

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X X X X X X X X X X X X X X X

X X X X

6 OZ NON-WOVEN

GEOTEXTILE MATERIAL

RIPRAP SIZE PLACEMENT

DEPTH FILTER STONE

R-3 9 AASHTO #57

R-4 18 AASHTO #3

R-5 27 AASHTO #3

R-6 36 AASHTO #1

R-7 45 AASHTO #1

R-8 63 AASHTO #1

NEW & EXISTING BITUMINOUS PAVING & JOINT

NOT TO SCALE

FULL DEPTH PAVEMENT RESTORATION

NOT TO SCALE

CUTOFF WALL & REINFORCEMENT DETAIL

NOT TO SCALE