2-Big Pond Culvert Replacement Dwgs 4 6 26.pdf

PDF 12 MB Posted Apr 10, 2026

Attached to: Big Pond Road Culvert Replacement Project
Solicitation number: Not on record
Issued by: Cumberland County, Pennsylvania

About this file

Written by GovTribe AI · Apr 13, 2026

This document is a set of engineering design drawings and specifications for the Big Pond Road Culvert Replacement Project, prepared by CES Engineering LLC on behalf of South Newton Township in Cumberland County, Pennsylvania. The project involves demolition of four existing 30-inch reinforced cement concrete pipes and replacement with a Contech Aluminum Arch Culvert measuring 20 feet by 27 feet 6 inches, along with associated site work including excavation, stone subbase installation, milling, asphalt paving overlay, guiderail installation, seeding and mulching, and erosion and sediment control best management practices. The project site is located on Big Pond Road crossing Yellow Breeches Creek, a High Quality-Cold Water Fishery and Migratory Fishery designation. The drawings indicate a limit of disturbance of 0.50 acres and include provisions for wetland protection during construction. A non-mandatory pre-bid meeting is scheduled for Tuesday, April 28, 2026, at 2 p.m. at South Newton Township offices, with sealed bids due on Tuesday, May 12, 2026, at 2 p.m. via the PennBid Program. Bidding documents are available at no cost through the PennBid portal.

Bidders must submit a certified check or bank draft payable to South Newton Township, or a satisfactory bid bond executed by the bidder and acceptable surety equal to ten percent of the total bid amount, along with a completed Non-Collusion Affidavit. The successful bidder will be required to provide a Performance and Payment Bond equal to 100 percent of the contract value issued by a corporate surety authorized to do business in Pennsylvania. All contractors and subcontractors must comply with Act 127 of 2012, requiring e-Verify for employment verification. Bidders may submit questions regarding the bidding documents through the PennBid "Ask A Question" feature no later than five days prior to the bid receipt date, with responses issued via public notice and addenda as needed. The engineering design follows AASHTO LRFD Bridge Design Specifications 2017 and incorporates HS-25 design live loads with a minimum under clearance of 2.77 feet and an 18-foot clear roadway width.

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Other files

File	Type	Posted
3-Big Pond Specs.pdf	PDF	Apr 10, 2026
1-C-410-Bid Form 2018.pdf	PDF	Apr 10, 2026

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ABBREVIATIONS

LIGHT POLE

LINEAR FOOT

MANHOLE

MANUFACTURER

MATERIAL

MAXIMUM

MECHANICAL

MILES PER HOUR

MINIMUM

NOT TO SCALE

NUMBER

ON CENTER

OUTSIDE DIAMETER

OVERHEAD DOOR

PAINTED

PLAIN CEMENT

PUBLICATION

POWER POLE

PROPERTY LINE

POUNDS PER CUBIC FOOT

POUNDS PER LINEAR FOOT

POUNDS PER SQUARE FOOT

POLYVINYLCHLORIDE

RADIUS

REINFORCED

REINFORCED CEMENT CONCRETE PIPE

RIGHT-OF-WAY

SCHEDULE

SECTION

SEGMENT

SHEET

SPECIFICATIONS

SQUARE FOOT

STANDARD

STATION

STEEL

TREATED

TYPICAL

WELDED WIRE FABRIC

WOOD

AFF

C/C C.J.

CONC

CMU

CONST

CMP

DTL

DIA

DIM

DWG

E.W.

EOB

EOP

ELEC.

EMH

ELEV

EXP

EXT

F.F.

FTG

GPM

HGT

HDPE

HORIZ

INC

INV

INSUL

INT

ABOVE FINISH FLOOR

CENTER TO CENTER

CONTROL JOINT

CENTER LINE

CLEAR

COMPANY

CONCRETE

CONCRETE MASONRY UNIT

CONSTRUCTION

CORRUGATED METAL PIPE

DETAIL

DIAMETER

DIMENSION

DRAWING

EACH WAY

EDGE OF BERM

EDGE OF PAVEMENT

ELECTRIC

ELECTRIC METER

ELECTRIC MANHOLE

ELEVATION

EQUAL

EXISTING

EXPANSION JOINT

EXTERIOR

FINISH FLOOR

FLOOR

FOOT

FOOTING

GAS METER

GALLONS PER MINUTE

GAUGE

HEIGHT

HIGH DENSITY POLYETHYLENE PIPE

HIGH POINT

HORIZONTAL

INCORPORATED

INVERT

INSULATION

INTERIOR

JOINT

MFG.

MTL.

MAX

MECH

MPH

MIN

N.T.S.

NO.

O.C.

O.H.D.

PUB

PCF

PLF

PSF

PVC

REIN

RCP

R/W

SCH

SEC

SEG

SHT

SPECS

STD

STA

STL

TRT'D

TYP

WWF

COVER SHEET

EXISTING SITE PLAN

PROPOSED SITE PLAN

PROFILE

DETAILS

EROSION AND SEDIMENT CONTROL PLAN

EROSION AND SEDIMENT CONTROL NOTES

DRAWING INDEX

CONTACT PERSON

C1 C2 C3 C4 C5 C6 C7 C8

SCALE: 1"=1,000'

DIAL 811

SERIAL NO.

20252542578-000

UTILITY COMPANIES

PPL ELECTRIC UTILITIES CORPORATION (800) 324-5775

SOUTH NEWTON TOWNSHIP (717) 530-7626

KUHN COMMUNICATION, INC (717) 532-8857

BRIGHTSPEED (877) 644-5907

ZITO MEDIA COMMUNICATIONS (888) 995-9486

SOUTH NEWTON TOWNSHIP (717) 440-5441

GP-11 BRIDGE PLAN

BIG POND ROAD

6O87+ NE:7ON 7O:N6+IP

LOCATION MAP (USGS WALNUT BOTTOM QUAD)

CES ENGINEERING, LLC

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7910 SUNRISE CAMP ROAD

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LEE S. ZEGER III, P.E.

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HUNTINGDON, PA 16652

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PHONE: (814) 644-6621

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REVISIONS

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DESCRIPTION

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DATE

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NO.

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PREPARED BY:

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SHEET C1 OF 8

AutoCAD SHX Text LEE S. ZEGER III, P.E. 7910 SUNRISE CAMP ROAD HUNTINGDON, PA 16652 (814) 644-6621

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SITE

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OWNER:

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AutoCAD SHX Text PA ACT 287 (1974) AS AMENDED BY PA ACT 121 (2008) REQUIRES NO LESS THAN THREE WORKING DAYS AND NO MORE THAN 10 WORKING DAYS NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL, BLAST OR DEMOLISH.

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SEPT. 11, 2025

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FOR SITUATED IN SOUTH NEWTON TOWNSHIP, CUMBERLAND COUNTY, PENNSYLVANIA

AutoCAD SHX Text ENGINEER'S STATEMENT "I LEE ZEGER III, P.E. DO HEREBY CERTIFY PURSUANT TO THE PENALTIES OF 18 PA. C.S.A. SEC. 4904 TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THAT THE INFORMATION CONTAINED IN THE ACCOMPANYING PLANS, SPECIFICATIONS, AND REPORTS HAS BEEN PREPARED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE, IS TRUE AND CORRECT, AND IS IN CONFORMANCE WITH CHAPTER 105 OF THE RULES AND REGULATIONS OF THE DEPARTMENT OF ENVIRONMENTAL PROTECTION."

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CIVIL

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ENVIRONMENTAL

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STRUCTURAL

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SOUTH NEWTON TOWNSHIP PO BOX 11 WALNUT BOTTOM, PA 17266

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1 11/20/25 ADDRESS PADEP COMMENTS LSZ

7910 Sunrise Camp Road, Huntingdon, PA 16652

(814) 644-6621 lzeger@ces-engr.com

BIG POND ROAD

CULVERT REPLACEMENT

SITUATED IN

SOUTH NEWTON TOWNSHIP

CUMBERLAND COUNTY, PA

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PO BOX 11

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TYPE 2 CORNER DETAIL

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EX BLDG #231

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41-13-0108-007 N/F LYNN E. & JAMIE D. BRENIZE

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41-13-0108-005 N/F DANNY L. & JANET E. TURNER

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D-MAG NAIL

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MTL SNDG (FND)

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PROJECT NO:

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LSZ

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SHEET

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NO.:

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OF:

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AutoCAD SHX Text Site Plan.dwg 2/9/2026 3:09:32 PM 2/9/2026 3:09:32 PM 2/9/2026 3:09:32 PM

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CIVIL

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ENVIRONMENTAL

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STRUCTURAL

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ADDRESS PADEP COMMENTS

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BIG POND ROAD

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PASTURE

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YELLOW BREECHES CREEK

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REMOVE EX. (4) 30" RCP

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PP09367

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EXISTING/DEMO SITE PLAN

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EXISTING/DEMO SITE PLAN

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LIMIT OF DISTURBANCE 0.50 ACRES

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EXISTING ROW

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RELOCATE UTILITY POLE

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BEGIN FULL DEPTH REMOVAL

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100-YR FLOOD PLAIN

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100-YR FLOOD PLAIN

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PASTURE

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PASTURE

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PASTURE

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100-YR FLOODWAY

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100-YR FLOODWAY

AutoCAD SHX Text LEGEND: EXISTING CONDITIONS MINOR CONTOURS MAJOR CONTOURS BUILDING CONSTRUCTION EASEMENT PROPERTY LINE ROAD ROAD R-O-W OVERHEAD ELECTRIC 100 YR FLOODPLAIN 100 YR FLOODWAY SPOT ELEVATION TREE TO REMAIN POWER POLE GUY WIRE ROAD SIGN PHOTO LOCATION

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END FULL DEPTH REMOVAL

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1. SUPERSTRUCTURE TYPE: SUPERSTRUCTURE TYPE: MULTIPLE CULVERTS (4) 30" RCP 2. SUBSTRUCTURE TYPE: CONCRETE HEADWALL AND FOUNDATION 3. MINIMUM UNDER CLEARANCE 2.5' MINIMUM UNDER CLEARANCE 2.5' 4. SKEW: 90 SKEW: 90°5. CLEAR ROADWAY: 18'-0"CLEAR ROADWAY: 18'-0"

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%%UEXISTING BRIDGE DATA

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PROPOSED CONDITIONS LIMIT OF DISTURBANCE

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SCALE: NONE

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EX. GRADE

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EX. GRADE

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EX. GRADE

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OPEN WETLAND A

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OPEN WETLAND C

OPEN WETLAND B

7910 Sunrise Camp Road, Huntingdon, PA 16652

(814) 644-6621 lzeger@ces-engr.com

BIG POND ROAD

CULVERT REPLACEMENT

SITUATED IN

SOUTH NEWTON TOWNSHIP

CUMBERLAND COUNTY, PA

SOUTH NEWTON TOWNSHIP

PO BOX 11

WALNUT BOTTOM, PA 17266

CES ENGINEERING, LLC

E S

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41-13-0108-005 N/F DANNY L. & JANET E. TURNER

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D-MAG NAIL

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PROJECT NO:

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SHEET

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NO.:

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OF:

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CIVIL

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ENVIRONMENTAL

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STRUCTURAL

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ADDRESS PADEP COMMENTS

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ADDRESS PENNDOT COMMENTS

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PROPOSED SITE PLAN

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PROPOSED SITE PLAN

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BIG POND ROAD

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PASTURE

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YELLOW BREECHES CREEK

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GRAVEL DRIVEWAY

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LIMIT OF DISTURBANCE 0.50 ACRES

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EXISTING ROW

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WING A

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WING B

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WING C

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WING D

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CENTER LINE

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2' GRAVEL SHOULDER TYP. EA. SIDE

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R-6 RIPRAP

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1. THE OWNER IS: THE OWNER IS: SOUTH NEWTON TOWNSHIP PO BOX 11 SHIPPENSBURG, PA 17266 2. TOTAL LIMIT OF DISTURBANCE IS 0.50 ACRES. 3. THE PAST LAND USE IS A TOWNSHIP LOCAL ROAD. THE PAST LAND USE IS A TOWNSHIP LOCAL ROAD. 4. THE CURRENT LAND USE IS A TOWNSHIP LOCAL ROAD. THE CURRENT LAND USE IS A TOWNSHIP LOCAL ROAD. 5. THE PROPOSED LAND USE IS A TOWNSHIP LOCAL ROAD. THE PROPOSED LAND USE IS A TOWNSHIP LOCAL ROAD. 6. THE SITE DISCHARGES TO YELLOW BREACHES CREEK WHICH IS DESIGNATED AS A THE SITE DISCHARGES TO YELLOW BREACHES CREEK WHICH IS DESIGNATED AS A YELLOW BREACHES CREEK WHICH IS DESIGNATED AS A HIGH QUALITY-COLD WATER FISHERY (HQ-CWF) AND A MIGRATORY FISHERY (MF) ACCORDING TO CHAPTER 93.

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%%USITE NOTES:

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1. SOIL BEARING CAPACITY IS ASSUME TO BE 5,000 PSF MIN. SOIL BEARING CAPACITY IS ASSUME TO BE 5,000 PSF MIN. 2. ALL CONCRETE TO BE F'c 4,000 PSI MIN. 3. ALL REINFORCING TO BE GRADE 60 KSI STEEL. ALL REINFORCING TO BE GRADE 60 KSI STEEL. 4. ALL DIMENSIONS ARE SHOWN TO BE MINIMUM. ANY CHANGES IN MATERIAL MUST ALL DIMENSIONS ARE SHOWN TO BE MINIMUM. ANY CHANGES IN MATERIAL MUST BE REVIEWED AND APPROVED BY ENGINEER.

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%%USTRUCTURAL NOTES:

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100-YR FLOODWAY

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1. CONTRACTOR SHALL FOLLOW PENNDOT PUBLICATION 408 FOR ALL MATERIALS AND CONTRACTOR SHALL FOLLOW PENNDOT PUBLICATION 408 FOR ALL MATERIALS AND CONSTRUCTION PRACTICES. 2. ALL GUIDE RAIL SHALL BE INSTALLED PER RC-51M STANDARDS DATED FEBRUARY 19, 2021. 3. ENGINEER SHALL BE CONTACTED TO INSPECT FOUNDATIONS PRIOR TO POURING ENGINEER SHALL BE CONTACTED TO INSPECT FOUNDATIONS PRIOR TO POURING CONCRETE. 4. ENGINEER SHALL BE CONTACTED FOR INSPECTION OF PRECAST PRIOR TO ENGINEER SHALL BE CONTACTED FOR INSPECTION OF PRECAST PRIOR TO BACKFILLING AND GROUTING TAKES PLACE. 5. ALL BACKFILLING ALONG BRIDGE SHALL BE DONE IN 8" LIFTS AND COMPACTED TO ALL BACKFILLING ALONG BRIDGE SHALL BE DONE IN 8" LIFTS AND COMPACTED TO MEET A MINIMUM DENSITY OF 98% COMPACTION PER ASTM D 698. 6. ALL PRECAST ITEMS BY CONTECH WILL BE FURNISHED BY SOUTH NEWTON ALL PRECAST ITEMS BY CONTECH WILL BE FURNISHED BY SOUTH NEWTON TOWNSHIP.

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%%UCONSTRUCTION NOTES:

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PASTURE

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PASTURE

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PASTURE

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100-YR FLOODWAY

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AutoCAD SHX Text LEGEND: EXISTING CONDITIONS MINOR CONTOURS MAJOR CONTOURS BUILDING CONSTRUCTION EASEMENT PROPERTY LINE ROAD ROAD R-O-W OVERHEAD ELECTRIC 100 YR FLOODPLAIN 100 YR FLOODWAY TREE LINE SPOT ELEVATION TREE TO REMAIN POWER POLE GUY WIRE ROAD SIGN

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1. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 2017, AND AS AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 2017, AND AS SUPPLEMENTED BY DESIGN MANUAL, PART 4, DECEMBER 2019. 2. DESIGN IS IN ACCORDANCE WITH THE LRFD METHOD. 3. DESIGN LIVE LOADS: HS-25DESIGN LIVE LOADS: HS-25

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%%UDESIGN NOTES:

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1. SUPERSTRUCTURE TYPE: SUPERSTRUCTURE TYPE: PRECAST CONCRETE CONSPAN ARCH CULVERT 2. SUBSTRUCTURE TYPE: CONSPAN PRECAST STEEL EXPRESS FOUNDATIONS 3. MINIMUM UNDER CLEARANCE 2.77' MINIMUM UNDER CLEARANCE 2.77' 4. SKEW: 90 SKEW: 90°5. CLEAR ROADWAY: 18'-0"CLEAR ROADWAY: 18'-0"

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%%UPROPOSED BRIDGE DATA

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ELEV. 803.70

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STRUCTURESTRUCTURE

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ENLARGED BRIDGE PLAN

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FLOW

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FLOW

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YELLOW BREECHES CREEK

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STREAMSTREAM

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EDGE OF STREAM BANK

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OPEN WETLAND C

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OPEN WETLAND B

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1. WETLANDS ARE SHOWN AND NOTED ON THE PROJECT PLANS WITH THE ASSOCIATED WETLANDS ARE SHOWN AND NOTED ON THE PROJECT PLANS WITH THE ASSOCIATED "SWAMP" HATCHING, AS SHOWN IN THE LEGEND. 2. WETLANDS ARE MARKED IN THE FIELD WITH RIBBON FLAGGING AND WILL BE WETLANDS ARE MARKED IN THE FIELD WITH RIBBON FLAGGING AND WILL BE PROTECTED DURING CONSTRUCTION BY MINIMIZING THE DISTURBANCE, FILTER SOCK, AND E&S MATTING, AS SHOWN ON THE PROJECT PLANS AS WELL AS PROTECTED BY A 18" SILT FENCE UTILIZED AS A HABITAT FENCE. 3. ON SITE JURISDICTIONAL WETLANDS WERE FIELD DELINEATED AND INVESTIGATED BY ON SITE JURISDICTIONAL WETLANDS WERE FIELD DELINEATED AND INVESTIGATED BY AMBROOK CONSULTING LLC, ANDY BROOKENS SENIOR SCIENTIST IN SEPTEMBER 2025. 4. IF ADDITIONAL WETLANDS ARE LOCATED DURING CONSTRUCTION, CEASE ACTIVITY IN IF ADDITIONAL WETLANDS ARE LOCATED DURING CONSTRUCTION, CEASE ACTIVITY IN THE AREA OF QUESTION AND CONTACT THE PROJECT ENGINEER FOR AN ON-SITE VISIT. WETLANDS CAN BE FIELD IDENTIFIED ACCORDING TO THE USACE 87 WETLANDS DELINEATION MANUAL. "THE CE (FEDERAL REGISTER 1982) AND THE EPA (FEDERAL REGISTER 1980) JOINTLY DEFINE WETLANDS AS: THOSE AREAS THAT ARE INUNDATED OR SATURATED THOSE AREAS THAT ARE INUNDATED OR SATURATED BY SURFACE OR GROUND WATER AT A FREQUENCY AND DURATION SUFFICIENT TO SUPPORT, AND THAT UNDER NORMAL CIRCUMSTANCES DO SUPPORT, A PREVALENCE OF VEGETATION TYPICALLY ADAPTED FOR LIFE IN SATURATED SOIL CONDITIONS. WETLANDS GENERALLY INCLUDE SWAMPS, MARSHES, BOGS, AND SIMILAR AREAS." 5. WETLANDS CAN BE IDENTIFIED IF EVIDENCE OF THE FOLLOWING CHARACTERISTICS WETLANDS CAN BE IDENTIFIED IF EVIDENCE OF THE FOLLOWING CHARACTERISTICS LISTED BELOW ARE OBSERVED ON SITE. A. VEGETATION, "THE PREVALENT VEGETATION CONSISTS OF MACROPHYTES THAT VEGETATION, "THE PREVALENT VEGETATION CONSISTS OF MACROPHYTES THAT "THE PREVALENT VEGETATION CONSISTS OF MACROPHYTES THAT ARE TYPICALLY ADAPTED TO AREAS HAVING HYDROLOGIC AND SOIL CONDITIONS DESCRIBED ABOVE. HYDROPHYTIC SPECIES, DUE TO MORPHOLOGICAL, PHYSIOLOGICAL, AND/OR REPRODUCTIVE ADAPTATION(S), HAVE THE ABILITY TO GROW, EFFECTIVELY COMPETE, REPRODUCE, AND/OR PERSIST IN ANAEROBIC SOIL CONDITIONS." B. SOILS, "SOILS ARE PRESENT AND HAVE BEEN CLASSIFIED AS HYDRIC, OR THEY SOILS, "SOILS ARE PRESENT AND HAVE BEEN CLASSIFIED AS HYDRIC, OR THEY "SOILS ARE PRESENT AND HAVE BEEN CLASSIFIED AS HYDRIC, OR THEY POSSESS CHARACTERISTICS THAT ARE ASSOCIATED WITH REDUCING SOIL CONDITIONS." C. HYDROLOGY, "THE AREA IS INUNDATED EITHER PERMANENTLY OR PERIODICALLY HYDROLOGY, "THE AREA IS INUNDATED EITHER PERMANENTLY OR PERIODICALLY "THE AREA IS INUNDATED EITHER PERMANENTLY OR PERIODICALLY AT MEAN WATER DEPTHS <6.6 FT, OR THE SOIL IS SATURATED TO THE SURFACE AT SOME TIME DURING THE GROWING SEASON OF THE PREVALENT VEGETATION."

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WETLAND IDENTIFICATION/PROTECTION NOTES:

CRITICAL STAGES: FOR ALL STEPS BELOW, A REPRESENTATIVE FROM THE TOWNSHIP AND THE LICENSED PROFESSIONAL/DESIGNEE MUST BE PRESENT TO INSPECT AND APPROVE PRIOR TO CONTINUING. 1. CONTRACTOR SHALL CONTACT ENGINEER DURING INSTALLATION OF THE AMENDED SOILS. CONTRACTOR SHALL CONTACT ENGINEER DURING INSTALLATION OF THE AMENDED SOILS. 2. CONTRACTOR SHALL CONTACT ENGINEER DURING INSTALLATION OF PERMANENT SEEDING AND STABILIZATION.CONTRACTOR SHALL CONTACT ENGINEER DURING INSTALLATION OF PERMANENT SEEDING AND STABILIZATION.

7910 Sunrise Camp Road, Huntingdon, PA 16652

(814) 644-6621 lzeger@ces-engr.com

BIG POND ROAD

CULVERT REPLACEMENT

SITUATED IN

SOUTH NEWTON TOWNSHIP

CUMBERLAND COUNTY, PA

SOUTH NEWTON TOWNSHIP

PO BOX 11

WALNUT BOTTOM, PA 17266

CES ENGINEERING, LLC

E S

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PAVING CROSS SECTION

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2' 2A MODIFIED SHOULDER TYP.

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2% MAX. SLOPE

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4% SLOPE

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4% SLOPE

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2% MAX. SLOPE

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STEP BASE COURSE 1' WIDER EACH SIDE

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6" 2A MODIFIED STONE BASE

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2 " PG64-22 25MM BASE COURSE12" PG64-22 25MM BASE COURSE

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1 " PG64-22 9.5MM WEARING COURSE12" PG64-22 9.5MM WEARING COURSE

TIE INTO EX. GRADING AND STABILIZE WITH PERMANENT SEEDING & MULCHING TYP.

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CIVIL

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ENVIRONMENTAL

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STRUCTURAL

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UPSTREAM CROSS SECTION

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PROFILE & DETAILS

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EXISTING 100-YR 803.44

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7910 Sunrise Camp Road, Huntingdon, PA 16652

(814) 644-6621 lzeger@ces-engr.com

BIG POND ROAD

CULVERT REPLACEMENT

SITUATED IN

SOUTH NEWTON TOWNSHIP

CUMBERLAND COUNTY, PA

SOUTH NEWTON TOWNSHIP

PO BOX 11

WALNUT BOTTOM, PA 17266

CES ENGINEERING, LLC

E S

- Putting ;17 First -

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PROJECT NO:

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AutoCAD SHX Text Site Plan.dwg 3/12/2026 10:09:34 AM 3/12/2026 10:09:34 AM 3/12/2026 10:09:34 AM

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CIVIL

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BIG POND ROAD

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YELLOW BREECHES CREEK

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100-YR FLOODWAY

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100-YR FLOODWAY

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FLOW

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lzeger@ces-engr.com

BIG POND ROAD

CULVERT REPLACEMENT

SITUATED IN

SOUTH NEWTON TOWNSHIP

CUMBERLAND COUNTY, PA

SOUTH NEWTON TOWNSHIP

PO BOX 11

WALNUT BOTTOM, PA 17266

CES ENGINEERING, LLC

E S

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BRIDGE SECTION

WINGWALL SECTION BRIDGE UNIT GROUT DETAIL BRIDGE UNIT GROUT DETAIL

UNIT LEG DETAIL UNIT LEG DETAIL

TYPICAL JOINT DETAIL

LONG SPAN GUIDE RAIL DETAIL

FULL DEPTH PAVING SECTION

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DRY HYDRANT DETAIL

TEMPORARY ROAD SECTION

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3'-1" MIN.

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AutoCAD SHX Text Site Plan.dwg 4/6/2026 12:01:21 PM 4/6/2026 12:01:21 PM 4/6/2026 12:01:21 PM

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CIVIL

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DETAILS

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NOTED

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VARIES

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AutoCAD SHX Text NOTE: MINIMUM 1" NON-SHRINK GROUT UNDER WINGWALL LEG & ANCHOR SYSTEM AREA BETWEEN WINGWALL FOOTING AND WINGWALL ANCHOR SHALL BE GROUTED SOLID BEFORE BACKFILL

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1' MIN.

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2A SUBBASE, 6.0" DEPTH

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ROLLED AND COMPACTED

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COMPACTED EARTH SUBGRADE

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NOTES :

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1. INSTALL BITUMINOUS TACK COAT BETWEEN EA. PAVING LAYER. 2. INSTALL SRL-L OR M PG64-22 SEALANT IN ALL JOINTS.

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SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64-22

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SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG64-22

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SRL L OR M < 0.3 MILLION DESIGN ESALS, 9.5 MM MIX, 1 1/2" DEPTH

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< 0.3 MILLION DESIGN ESALS, 25 MM MIX, 2 1/2" DEPTH.

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EXISTING COARSE AGGREGATE

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1. INSTALL BITUMINOUS TACK COAT BETWEEN EA. PAVING LAYER. 2. INSTALL SRL-L OR M PG64-22 SEALANT IN ALL JOINTS. 3. MILL EXISTING PAVING SECTION AS REQUIRED TO PROVIDE A 2" TOTAL DEPTH OF SCRATCH AND WEARING 4. INSTALL " SCRATCH COAT OF 9.5mm PG64-22.12" SCRATCH COAT OF 9.5mm PG64-22.

AutoCAD SHX Text 2.0" SUPERPAVE 9.5mm SRL-L OR M PG64-22 WEARING

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EXISTING PAVEMENT

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PAVEMENT SEALANT 1' WIDE

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SAWCUT

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COURSE (0.3 TO 3.0 MILLION DESIGN ESALS)

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18" MIN.

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SHALE SUBBASE, 6.0" DEPTH MIN.

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ROLLED AND COMPACTED

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COMPACTED EARTH SUBGRADE

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NOTES :

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1. INSTALL BITUMINOUS TACK COAT BETWEEN EA. PAVING LAYER. 2. INSTALL SRL-L OR M PG64-22 SEALANT IN ALL JOINTS.

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1" AASHTO #8'S

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7910 Sunrise Camp Road, Huntingdon, PA 16652

(814) 644-6621 lzeger@ces-engr.com

BIG POND ROAD

CULVERT REPLACEMENT

SITUATED IN

SOUTH NEWTON TOWNSHIP

CUMBERLAND COUNTY, PA

SOUTH NEWTON TOWNSHIP

PO BOX 11

WALNUT BOTTOM, PA 17266

CES ENGINEERING, LLC

E S

- Putting ;17 First -

/E%QnnGNNsDurg� P# �� -�� *untingFQn� P# # F7.. 5'48+%' '0)+0''4+0)� .#0& 5748';+0) $7+.&+0) &'5+)0 F+4/

STANDARD CONSTRUCTION DETAIL #3-15

SANDBAG DIVERSION DAM OR COFFERDAM

SOIL AMENDMENT RESTORATION

FOR WETLAND AREAS

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D-RRS

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EX BLDG #231

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41-13-0108-005 N/F DANNY L. & JANET E. TURNER

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D-MAG NAIL

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MTL SNDG (FND)

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PROJECT NO:

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AutoCAD SHX Text 9/11/25

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SHEET

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NO.:

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OF:

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AutoCAD SHX Text Site Plan.dwg 4/6/2026 12:00:49 PM 4/6/2026 12:00:49 PM 4/6/2026 12:00:49 PM

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CIVIL

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ENVIRONMENTAL

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STRUCTURAL

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ADDRESS PADEP COMMENTS

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ADDRESS PENNDOT COMMENTS

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SITE PLAN

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E&S SITE PLAN

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AS NOTED

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FIELDS

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2' GRAVEL SHOULDER TYP. EA. SIDE

AutoCAD SHX Text SOIL RECOMMENDATIONS: THE ABUTMENTS WILL BE IN CUT AND WILL BE BUILD ON A SUITABLE BASE AND WILL ALSO BE DESIGNED TO HAVE A 98% COMPACTION RATE IN FILL AREAS. ALSO, THE BELOW GRADE IMPROVEMENTS WILL PROVIDE DRAINAGE THAT WILL MINIMIZE THE SATURATION & FROST ISSUES. PRIME FARMLAND: MuB HYDRIC SOILS: AnB SOIL DATA: SOIL DATA PROVIDED ABOVE FROM WEBSOIL SURVEY FROM NRCS.

AutoCAD SHX Text SOIL NAME MAP HYD WATER TABLE BEDROCK SLOPES LOCAL SHALLOW LAWNS MAP HYD WATER TABLE BEDROCK SLOPES LOCAL SHALLOW LAWNS HYD WATER TABLE BEDROCK SLOPES LOCAL SHALLOW LAWNS SLOPES LOCAL SHALLOW LAWNS LOCAL SHALLOW LAWNS SHALLOW LAWNS LAWNS SYM TYPE DEPTHS DEPTH ROADS EXCAVATION TYPE DEPTHS DEPTH ROADS EXCAVATION DEPTHS DEPTH ROADS EXCAVATION DEPTH ROADS EXCAVATION ROADS EXCAVATION EXCAVATION

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SOIL LIMITATION INFORMATION

AutoCAD SHX Text ANDOVER GRAVELLY AnB D 0.25' 1.5' 0-8% VERY LIMITED VERY LIMITED VERY LIMITED AnB D 0.25' 1.5' 0-8% VERY LIMITED VERY LIMITED VERY LIMITED D 0.25' 1.5' 0-8% VERY LIMITED VERY LIMITED VERY LIMITED 0.25' 1.5' 0-8% VERY LIMITED VERY LIMITED VERY LIMITED 1.5' 0-8% VERY LIMITED VERY LIMITED VERY LIMITED 0-8% VERY LIMITED VERY LIMITED VERY LIMITED VERY LIMITED VERY LIMITED VERY LIMITED VERY LIMITED VERY LIMITED VERY LIMITED LOAM

AutoCAD SHX Text MURRILL CHANNERY MuB B 6.5' 6.5' 3-8% VERY LIMITED SOMEWHAT SOMEWHAT MuB B 6.5' 6.5' 3-8% VERY LIMITED SOMEWHAT SOMEWHAT B 6.5' 6.5' 3-8% VERY LIMITED SOMEWHAT SOMEWHAT 6.5' 6.5' 3-8% VERY LIMITED SOMEWHAT SOMEWHAT 6.5' 3-8% VERY LIMITED SOMEWHAT SOMEWHAT 3-8% VERY LIMITED SOMEWHAT SOMEWHAT VERY LIMITED SOMEWHAT SOMEWHAT SOMEWHAT SOMEWHAT SOMEWHAT LOAM LIMITED LIMITEDLIMITED LIMITEDLIMITED

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SEEDING RESTORATION TABLE

AutoCAD SHX Text SEED MIX & SOWING RATE 100% ANNUAL RYEGRASS SOW 1# PER 1000 SQ. FT. MARCH THRU MAY/ AUGUST THRU SEPTEMBER 100% TURNER SHEEP SEED MIX SOW 50# PER ACRE HORSTDALE FARM SUPPLY MARCH THRU MAY/ AUGUST THRU SEPTEMBER

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LIME* 100#/ 1000 SQ. FT. 6 TONS/ ACRE

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TOPSOIL N/A 6" MIN.

AutoCAD SHX Text RESTORATION CONDITION TEMPORARY COVER** PERMANENT COVER ALL OTHER DISTURBED AREAS

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FERTILIZER 10-10-10 500# PER ACRE 10-10-20 1000# PER ACRE

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1. * UNLESS A LESSER RATE IS INDICATED BY SOIL TESTS. 2. ** UNLESS OTHERWISE SPECIFIED IN THE POST CONSTRUCTION STORMWATER MANAGEMENT PLAN. 3. MULCHING MATERIALS, CONSTRUCTION AND MAINTENANCE WILL BE IN ACCORDANCE WITH THE SPECIFICATIONS CONTAINED IN SECTION 806. PENNDOT PUBLICATION 408. 4. STRAW MULCH SHALL BE APPLIED AT A RATE OF 3 TONS PER ACRE. 5. UTILIZE A TRACTOR DRAWN IMPLEMENT TO CRIMP THE STRAW MULCH INTO THE SOIL TO A DEPTH OF APPROXIMATELY 3 INCHES ON SLOPES 3H:1V OR LESS. 6. UTILIZE FIBER MATRIX TACKIFIER ON SLOPES GREATER THAN 3H:1V TO TACK STRAW MULCH. APPLY PER MANUFACTURER'S RECOMMENDATIONS.

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BIG POND ROAD

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PASTURE

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YELLOW BREECHES CREEK

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LIMIT OF DISTURBANCE 0.50 ACRES

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EXISTING ROW

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100-YR FLOOD PLAIN

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100-YR FLOOD PLAIN

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PASTURE

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PASTURE

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PASTURE

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100-YR FLOODWAY

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100-YR FLOODWAY

AutoCAD SHX Text CONSTRUCTION NOTES: 1. ALL SLOPES 3:1 AND GREATER MUST HAVE STRAW MATTING INSTALLED. MATTING SHALL BE EroNet S150 OR EQUAL. 2. ALL DISTURBED GRASS AREAS SHALL HAVE 6" MINIMUM DEPTH UNCOMPACTED TOPSOIL. 3. UPON TEMPORARY CESSATION OF AN EARTH DISTURBANCE ACTIVITY THAT WILL EXCEED 4 DAYS, THE SITE SHALL BE IMMEDIATELY SEEDED, MULCHED OR OTHERWISE PROTECTED FROM ACCELERATED EROSION AND SEDIMENTATION PENDING FUTURE EARTH DISTURBANCE ACTIVITIES. 4. THE TEMPORARY CROSSING MAY REMAIN INSTALLED FOR A PERIOD OF TIME NOT TO EXCEED ONE (1) YEAR FROM THE DATE OF THE DEPARTMENT'S ACKNOWLEDGEMENT UNLESS EXTENDED IN WRITING BY THE DEPARTMENT AND SHALL BE RESTORED TO ORIGINAL TOPOGRAPHY AND STABILIZED WITHIN FIVE (5) DAYS AFTER TERMINATION OF ITS INTENDED SUE OR AT THE END OF THE ONE (1) YEAR PERIOD, WHICHEVER OCCURS FIRST.

AutoCAD SHX Text PROPOSED CONDITIONS SPOT ELEVATION FULL DEPTH PAVING CULVERT LIMIT OF DISTURBANCE

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AutoCAD SHX Text LEGEND: EXISTING CONDITIONS MINOR CONTOURS MAJOR CONTOURS BUILDING CONSTRUCTION EASEMENT PROPERTY LINE ROAD ROAD R-O-W OVERHEAD ELECTRIC 100 YR FLOODPLAIN 100 YR FLOODWAY TREE LINE SPOT ELEVATION TREE TO REMAIN POWER POLE GUY WIRE ROAD SIGN

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AutoCAD SHX Text FILTER SOCK LOCATION % SLOPE LENGTH SIZE LOCATION % SLOPE LENGTH SIZE % SLOPE LENGTH SIZE LENGTH SIZE SIZE FS-1 DOWNGRADE OF TOPSOIL PILE 30% 25' 12" 30% 25' 12" 25' 12" 12" FS-2 DOWNGRADE OF TEMP. ROAD 33% 20' 12" 33% 20' 12" 33% 20' 12" 12" FS-3 DOWNGRADE OF TEMP. ROAD 33% 30' 12" DOWNGRADE OF TEMP. ROAD 33% 30' 12" 33% 30' 12" 30' 12" 12" FS-4 DG OF TEMP. CULVERT UPSTREAM 33% 38' 12" DG OF TEMP. CULVERT UPSTREAM 33% 38' 12"33% 38' 12" 38' 12"12"

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COMPOST FILTER SOCK

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TOPSOIL PILE

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AutoCAD SHX Text 20'x27'-6" PRECAST ARCH W/ FOUNDATIONS

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R-6 RIPRAP

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STRUCTURESTRUCTURE

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FLOW

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R-6 RIPRAP

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AutoCAD SHX Text THE OWNER'S DEVELOPERS SHALL BE RESPONSIBLE FOR MAINTAINING THE EROSION AND SEDIMENTATION CONTROLS UNTIL THE SITE IS COMPLETELY STABILIZED. THE OWNER SHALL MAINTAIN THE PERMANENT EROSION AND SEDIMENTATION CONTROLS AFTER THE SITE IS STABILIZED. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENTATION MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENTATION CONTROL AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING, AND RENETTING, MUST BE PERFORMED IMMEDIATELY SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES THE ELEVATION DEPICTED IN THE DEVICE DETAILS. REMOVED DEPOSITS SHALL BE PLACED ON THE EXISTING EXPOSED SITE OUT OF THE WAY OF CONSTRUCTION AND ABOVE SEDIMENT CONTROL DEVICES. IF A DEPOSIT IS TRANSPORTED BY TRUCK OVER LOCAL ROADS, IT SHALL BE DONE IN A MANNER WHICH KEEPS ROADS FREE OF SEDIMENT. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE DEVICES ARE NO LONGER REQUIRED MAY BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED, AND SEEDED.

AutoCAD SHX Text %%uMAINTENANCE PROGRAM%%u

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%%UMAINTENANCE OF E&S DEVICES

AutoCAD SHX Text COMPOST FILTER SOCK 1. INSPECT FILTER SOCK WEEKLY AND AFTER EVERY STORM EVENT. ANY INSPECT FILTER SOCK WEEKLY AND AFTER EVERY STORM EVENT. ANY NECESSARY REPAIRS WILL BE MADE IMMEDIATELY. 2. REPLACE DAMAGED OR REMOVED SECTIONS OF THE FILTER SOCK REPLACE DAMAGED OR REMOVED SECTIONS OF THE FILTER SOCK WITHIN 24 HOURS OF INSPECTION. 3. ACCUMULATED SEDIMENTS WILL BE REMOVED AS REQUIRED TO KEEP ACCUMULATED SEDIMENTS WILL BE REMOVED AS REQUIRED TO KEEP THE FILTER SOCK FUNCTIONAL. IN ALL CASES, REMOVE DEPOSITS WHERE ACCUMULATIONS REACH THE ABOVE GROUND HEIGHT OF THE 12 THE ABOVE GROUND HEIGHT OF THE FILTER SOCK. 4. ALL UNDERCUTTING OR EROSION OF THE FILTER SOCK WILL BE ALL UNDERCUTTING OR EROSION OF THE FILTER SOCK WILL BE REPAIRED IMMEDIATELY WITH COMPACTED BACKFILL MATERIALS. 5. IN THE EVENT THAT THE FILTER SOCK FAILS TO HOLD IN ANY WAY IN THE EVENT THAT THE FILTER SOCK FAILS TO HOLD IN ANY WAY DUE TO CONCENTRATED FLOWS, THE FAILED SECTION WILL BE REPLACED IMMEDIATELY WITH A ROCK FILTER OUTLET. 6. ADHERE TO ANY MANUFACTURER'S RECOMMENDATIONS FOR REPLACING ADHERE TO ANY MANUFACTURER'S RECOMMENDATIONS FOR REPLACING FILTER SOCK DUE TO WEATHERING. COMPOST SOCK WASHOUT FACILITY 1. ALL CONCRETE WASHOUT FACILITIES SHOULD BE INSPECTED DAILY. ALL CONCRETE WASHOUT FACILITIES SHOULD BE INSPECTED DAILY. DAMAGED OR LEAKING WASHOUTS SHOULD BE DEACTIVATED AND REPAIRED OR REPLACED IMMEDIATELY. 2. ACCUMULATED MATERIALS SHOULD BE REMOVED WHEN THEY REACH ACCUMULATED MATERIALS SHOULD BE REMOVED WHEN THEY REACH 75% CAPACITY. 3. PLASTIC LINERS SHOULD BE REPLACED WITH EACH CLEANING OF THE PLASTIC LINERS SHOULD BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. ROCK FILTERS 1. INSPECT ROCK FILTERS WEEKLY AND AFTER EVERY STORM EVENT. INSPECT ROCK FILTERS WEEKLY AND AFTER EVERY STORM EVENT. ANY NECESSARY REPAIRS WILL BE MADE IMMEDIATELY. 2. CLOGGED FILTER STONE SHALL BE REPLACED FOLLOWING INSPECTION. CLOGGED FILTER STONE SHALL BE REPLACED FOLLOWING INSPECTION. 3. NEEDED REPAIRS SHALL BE REPLACED IMMEDIATELY FOLLOWING NEEDED REPAIRS SHALL BE REPLACED IMMEDIATELY FOLLOWING INSPECTION. 4. SEDIMENT SHALL BE REMOVED WHEN THE ACCUMULATION REACHES SEDIMENT SHALL BE REMOVED WHEN THE ACCUMULATION REACHES 1/2 THE HEIGHT OF THE FILTER.

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WORK AREA

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SANDBAG TO HOLD IMPERVIOUS

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LINER IN PLACE

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IMPERVIOUS LINER EXTENDED TO

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STREAM BOTTOM AND SECURED

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WITH SANDBAGS

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OPTIONAL SANDBAG PLATFORM

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SANDBAG (TYP.)

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JERSEY BARRIER

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FIGURE 3.13

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NORMAL STREAM FLOW

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JERSEY BARRIER COFFERDAM - END VIEW

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SANDBAGS

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IMPERVIOUS MEMBRANE

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2 BAG MINIMUM HEIGHT ABOVE NORMAL BASE FLOW

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NORMAL STREAM FLOW

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OPEN WETLAND C

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OPEN WETLAND B

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OPEN WETLAND A

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AutoCAD SHX Text SOIL AMENDMENT AND RESTORATION IS THE PROCESS OF RESTORING/INCREASING SOIL POROSITY BY PHYSICAL TREATMENT AND/OR ADDING A SOIL AMENDMENT, SUCH AS TOPSOIL, COMPOST OR COMPOSTED MANURE SOLIDS. THE SOIL AMENDMENT MIXTURE RATIO SHALL BE 2 TOPSOIL : 1 COMPOST AND SHALL BE DETERMINED BASED ON VOLUME OF THESE COMPONENTS.

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%%USOIL AMENDMENT NOTES

AutoCAD SHX Text FROM TABLE 4.2 COMPOST STANDARDS E&S MANUAL ORGANIC MATTER CONTENT 80% - 100% (DRY WEIGHT BASIS) 80% - 100% (DRY WEIGHT BASIS) ORGANIC PORTION FIBROUS AND ELONGATED FIBROUS AND ELONGATED pH 5.5 - 8.0 5.5 - 8.0 MOISTURE CONTENT 35% - 55% 35% - 55% PARTICLE SIZE 98% PASS THROUGH 1" SCREEN 98% PASS THROUGH 1" SCREEN SOLUBLE SALE CONCENTRATION 5.0 dS/m (mmhos/cm) MAXIMUM5.0 dS/m (mmhos/cm) MAXIMUM

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EX. SUBSOIL

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24" MIN. AMENDED SOIL

AutoCAD SHX Text NOTES: 1. SPREAD 3" OF APPROVED COMPOST OVER 6" MIN. OF TOPSOIL. TILL ADDED SOILS TOGETHER WITH A ROTARY TILLER THAT IS SET TO A DEPTH OF 6". REPEAT FOR 24" MIN. DEPTH AND SEED WITH PERMANENT SEEDING. DO NOT COMPACT. 2. SOIL:COMPOST RATIO SHALL BE 2:1 3. COMPOST SHALL BE IN CONFORMANCE WITH COMPOST NOTES FOUND ON THIS SHEET. 4. ON-SITE SOILS WITH ORGANIC CONTENT OF AT LEAST 5% CAN BE STOCKPILED FOR REUSE IN SOIL AMENDMENT AREAS.

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FINISH GRADE

AutoCAD SHX Text WETLAND VEGETATION NOTES: 1. VEGETATION TO BE PLANTED AS A BUFFER TO THE EMERGENT WETLAND AREA. 1,640 SF OF SEED MIX ERNMX-178 "RIPARIAN BUFFER"

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AutoCAD SHX Text C7

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C7 lzeger@ces-engr.com

BIG POND ROAD

CULVERT REPLACEMENT

SITUATED IN

SOUTH NEWTON TOWNSHIP

CUMBERLAND COUNTY, PA

SOUTH NEWTON TOWNSHIP

PO BOX 11

WALNUT BOTTOM, PA 17266

CES ENGINEERING, LLC

E S

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STANDARD CONSTRUCTION DETAIL #4-1

COMPOST FILTER SOCK

CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE AND IS RECOGNIZABLE AS SUCH. THE TERM DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISE AUTHORIZED. (THE TERM “USED ASPHALT” DOES NOT INCLUDE MILLED ASPHALT OR ASPHALT THAT

HAS BEEN PROCESSED FOR RE-USE.).

ANY PLACEMENT OF CLEAN FILL THAT HAS BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE MUST USE FORM FP-001 TO CERTIFY THE ORIGIN OF THE FILL MATERIAL AND THE RESULTS OF THE ANALYTICAL TESTING TO QUALIFY THE MATERIAL AS CLEAN FILL. FORM

FP-001 MUST BE RETAINED BY THE OWNER OF THE PROPERTY RECEIVING THE FILL.

ENVIRONMENTAL DUE DILIGENCE MUST BE PERFORMED TO DETERMINE IF THE FILL MATERIALS ASSOCIATED WITH THE PROJECT QUALIFY AS CLEAN FILL. ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS: INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS. ANALYTICAL TESTING IS NOT A REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL INSPECTION AND/OR REVIEW OF THE PAST LAND USE OF THE PROPERTY INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL OR RELEASE OF A REGULATED SUBSTANCE. IF THE FILL MAY HAVE BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE, IT MUST BE TESTED TO DETERMINE IF IT QUALIFIES AS CLEAN FILL. TESTING SHOULD BE PERFORMED IN ACCORDANCE WITH APPENDIX A OF THE DEPARTMENT'S POLICY “MANAGEMENT OF CLEAN FILL.”

FIGURE 3.18

TYPICAL COMPOST SOCK WASHOUT INSTALLATION

18" HABITAT FENCE

STANDARD SILT FENCE (18" HIGH)

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PROJECT NO:

AutoCAD SHX Text 19065_01_02

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DRAWN:

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SCALE:

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SHEET TITLE:

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DATE:

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REVISION:

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NO.:

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DATE:

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PREPARED FOR:

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LSZ

AutoCAD SHX Text 9/11/25

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SHEET

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NO.:

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OF:

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AutoCAD SHX Text Site Plan.dwg 11/20/2025 2:25:47 PM 11/20/2025 2:25:47 PM 11/20/2025 2:25:47 PM

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CIVIL

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ENVIRONMENTAL

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STRUCTURAL

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ADDRESS PADEP COMMENTS

AutoCAD SHX Text 11 20 25

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E&S NOTES & DETAILS

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NONE

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FLOW

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FLOW

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DISTURBED AREA

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UNDISTURBED AREA

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%%USECTION

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%%UPLAN VIEW

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EXISTING CONTOURS

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COMPOST FILTER SOCK

AutoCAD SHX Text 2 IN. x 2 IN. WOODEN STAKES PLACED 10 FT ON CENTER

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COMPOST FILTER SOCK

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BLOWN/PLACED FILTER MEDIA

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DISTURBED AREA

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UNDISTURBED AREA

AutoCAD SHX Text 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. 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. 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.

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ORGANIC MATTER CONTENT

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25% - 100% (DRY WEIGHT BASIS)

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ORGANIC PORTION

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FIBROUS AND ELONGATED

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AutoCAD SHX Text 5.5-8.5

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MOISTURE CONTENT

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PARTICLE SIZE

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30%-50% PASS THROUGH ” SIEVE 38SIEVE

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SOLUBLE SALT CONCENTRATION

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5.0 DS/M (MMHOS/CM) MAXIMUM

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TABLE 4.2 (FILTREXX)

AutoCAD SHX Text %%uSEQUENCE OF CONSTRUCTION%%u

AutoCAD SHX Text ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE. EACH STAGE SHALL BE COMPLETED IN COMPLIANCE WITH CHAPTER 102 REGULATIONS BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING AND GRUBBING SHALL BE LIMITED ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, THE OPERATOR/OR OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, AND A REPRESENTATIVE OF THE CUMBERLAND COUNTY CONSERVATION DISTRICT (PHONE: 717-240-7812 AND A REPRESENTATIVE FROM THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTH-CENTRAL REGIONAL OFFICE TO AN ON-SITE PRE-CONSTRUCTION MEETING.

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File details come from the government source that posted it. Updated Apr 13, 2026.