2-McConnellsburg - Bid Drawings - 2026-10-15-Sealed.pdf

PDF 13 MB Posted Oct 19, 2026

Attached to: Maple Street Water Main Replacement
Solicitation number: Not on record
Issued by: Pennsylvania

About this file

Written by GovTribe AI · Oct 22, 2026

This is a bid drawings document for the Maple Street Water Main Replacement project, prepared for the McConnellsburg Borough Municipal Authority in Fulton County, Pennsylvania. The project involves the construction of an 8-inch ductile iron pipe (DIP) water main spanning approximately 877 linear feet, with associated appurtenances including gate valves, tapping sleeves, insertion valves, hydrants, and water service connections. The work includes abandonment of existing 4-inch and 6-inch water mains, installation of new water services to residential properties, trench excavation and backfill in both paved and unpaved areas, pavement and driveway restoration, and erosion and sedimentation control measures. The drawings establish the site plan and profile for the water main installation with specific station locations, valve placements, and service connection points along Maple Street in Mechanicsburg. Sealed bids are due November 18, 2026 at noon through the PennBid program, with construction specifications and wage determinations included in the project manual.

The contract requires a bid bond or certified check equal to 10 percent of the total bid amount, with the successful bidder obligated to provide performance and payment bonds at 100 percent of the bid amount. The project is subject to Pennsylvania's Steel Products Procurement Act (Act No. 3 of 1978) and the Pennsylvania Prevailing Wage Act, requiring all bids to reflect applicable prevailing wage rates. No pre-bid meeting has been scheduled, though contractors are required to verify all site conditions and utility locations before submitting proposals. The contractor must coordinate with multiple utility owners including Metropolitan Edison Company/FirstEnergy, UGI Utilities, and the McConnellsburg Sewerage Authority, and provide notice to facility owners at least three working days in advance of excavation operations in accordance with Pennsylvania Act 287. All work must comply with Pennsylvania's Erosion and Sedimentation Pollution Control Manual and AWWA standards for pipe encasement.

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SITE

MECHANICSBURG, PENNSYLVANIA

OCTOBER 2026

PROJECT NUMBER: 77443.202501

MAPLE STREET

WATERMAIN REPLACEMENT

McCONNELLSBURG BOROUGH MUNICIPAL AUTHORITY

FULTON COUNTY, PENNSYLVANIA

BID DRAWINGS

DRAWING INDEX

DRAWING

NO.

SHEET

NUMBER SHEET NAME

GENERAL

G-01 COVER

CIVIL

C-01 GENERAL NOTES, LEGENDS AND ABBREVIATIONS

C-02

VICINITY MAP

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SITE PLAN AND PROFILE

C-04 DETAILS

C-05 DETAILS

C-03 INSERTION VALVES - SITE PLAN AND DETAILS

C-06 C-07

C-08 EROSION AND SEDIMENTATION CONTROL NOTES

SITE

EROSION AND SEDIMENTATION CONTROL DETAILS

EROSION AND SEDIMENTATION CONTROL NOTES

SHEET No.JOB No.

DATE

DESIGNED

CHECKED

CADD

APPROVED

SCALE

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MECHANICSBURG, PENNSYLVANIA

MAPLE ST.

WATERMAIN REPLACEMENT

MCCONNELSBURG BOROUGH MUNICIPAL AUTHORITY

FULTON COUNTY, PENNSYLVANIA 77443.202501

OCTOBER 2026

APPROVED

REVISIONS

NO. DESCRIPTION DATE BY

THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GFT INFRASTRUCTURE, INC. AND ANY MISUSE, REUSE, ALTERATIONS, ADDITIONS, AND/OR DELETIONS OF THESE DRAWINGS ON PROJECT EXTENSIONS OR OTHER PROJECTS SHALL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO GFT INFRASTRUCTURE INC. IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SEALED DRAWINGS AND THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.

GENERAL NOTES, LEGENDS

AND ABBREVIATIONS C-1

AS NOTEDNHH

AG JRSBCS

KDJ

STA STATION

TYP TYPICAL

SHT

NTS

MIN

OUTSIDE DIAMETER

SHEET

PLATE

PLUMBING CONTRACT

NOT TO SCALE

NOT APPLICABLE

MINIMUM

MECHANICAL CONTRACT

INSIDE DIAMETER

FOOT OR FEET

CMU

EL or ELEV

CLR

ELEVATION

CONCRETE MASONRY UNIT

ELECTRICAL CONTRACT

CENTERLINE

CLEARANCE

EX EXISTING

SQ SQUARE

GENERAL ABBREVIATIONS

STL

PCCP

PVC

RCCP

FRP

STEEL

STAINLESS STEEL

REINFORCED CEMENT CONCRETE PIPE

POLYVINYL CHLORIDE PIPE

PRESTRESSED CONCRETE CYLINDER PIPE

GALVANIZED IRON

FIBERGLASS REINFORCED PLASTIC

CMP

CPVC

COPPER

CORRUGATED METAL PIPE

CHLORINATED POLYVINYL CHLORIDE PIPE

CAST IRON

ALUMINUM

DI DUCTILE IRON

MATERIAL

DIP DUCTILE IRON PIPE

GLDIP GLASS LINED DUCTILE IRON PIPE

CIP CAST IRON PIPE

CISP CAST IRON SOIL PIPE

HDPE HIGH DENSITY POLYETHYLENE

PEX CROSS-LINKED POLYETHYLENE

ACP ASBESTOS CEMENT PIPE

INV INVERT

MAX MAXIMUM

DIA DIAMETER

W WATER

WW WASTEWATER

GC GENERAL CONTRACT

WCB

UGT

UGE

SWS

WATER CURB BOX

UNDERGROUND TELEPHONE

WATER SERVICE

WATER VALVE

WATER

SHORT WATER SERVICE

UNDERGROUND ELECTRIC

SANITARY SEWER

STREET

STORM DRAIN

REINFORCED CONCRETE (USED ON SECTIONS)

FILL CONCRETE (USED ON SECTIONS)

MASONRY WALL (PLANS AND SECTIONS)

LA LANE

RTE

MAC

LWS

OVERHEAD ELECTRICAL

PIPELINE MARKER

OVERHEAD TELEPHONE

PROPERTY LINE

ROAD

ROUTE

LONG WATER SERVICE

NETWORK CABLE

MANHOLE

MACADAM

HWY

HYD

GCB

CIR

GAS CURB BOX

HYDRANT

HIGHWAY

GAS VALVE

GAS

FIRE HYDRANT

DRIVE

DRAIN

COURT

CIRCLE

BLVD

AVE

BIT

CHEMICAL CONDUIT

BOULEVARD

CATCH BASIN

BITUMINOUS

AVENUE

CM CONCRETE MONUMENT

IP IRON PIN

PC POINT OF CURVE

PI POINT OF INTERSECTION

POB POINT OF BEGINNING

POE POINT OF ENDING

POL POINT ON LINE

PT POINT OF TANGENT

PVC POINT OF VERTICAL CURVE

POINT OF VERTICAL TANGENTPVT

SS STORM SEWER

CIVIL/SITE ABBREVIATIONS

CIVIL/SITE SYMBOLS

SHADED FACILITIES EXISTING LINE WORK

PROPOSED PIPE (4" DIA. AND LARGER)

STORM SEWER AND INLET

PROPOSED LINE WORK

PROPERTY LINE

TEMP. CONSTRUCTION EASEMENT LINE

GRADING SLOPE2:1

SLOPE DIRECTION

REINFORCED SILT FENCE - HEIGHT

STANDARD SILT FENCE - HEIGHT

SFR-30

PROTECTIVE FENCE

E&S LINE WORK

SUPER SILT FENCE - HEIGHT

SF-18

SSF-30

PF PF

REINFORCED PROTECTIVE FENCEPFR

LIMIT OF DISTURBANCELOD

RCE

ROCK CONSTRUCTION ENTRANCE

INLET PROTECTION

SEDIMENT TRAP

TEMPORARY DIVERSION CHANNEL

ROCK FILTER

ANY BORINGS, SOUNDINGS, TEST PILES,

SUBSURFACE CONDITIONS AND LOCATIONS

OF AND NATURE OF EXISTING

UNDERGROUND STRUCTURES SHOWN OR

INDICATED ON THIS DRAWING ARE FOR THE

INFORMATION OF THE OWNER AND IN NO

EVENT IS THIS INFORMATION TO BE

CONSIDERED AS PART OF THE CONTRACT.

SEE PROJECT MANUAL.

UTILITY POLE

WATER CURB BOX

EXISTING WATER VALVE

VENT

SIGNAL

SIGN

MANHOLE

LIGHT

EXISTING GAS CURB BOX

EXISTING GAS VALVE

CHECK VALVE

CATCH BASIN/INLET

BUTTERFLY VALVE AND VALVE BOX

HYDRANT

BORING

GATE VALVE AND VALVE BOX

CONTROL POINT

TREES, BUSHES AND SHRUBS

BENCH MARKBM NO.1

AIR RELEASE MANHOLE

WATER MAIN AND VALVE

SANITARY SEWER AND MANHOLES S

W W

STORM SEWER AND INLETSS SS

GAS MAIN AND VALVEG G

OVERHEAD ELECTRIC LINEOHE

UNDERGROUND ELECTRIC CABLEUGE UGE

T T

UNDERGROUND TELEPHONE CABLEUGT UGT

OVERHEAD TELEPHONE LINE

AIR LINEA A

MISCELLANEOUS UTILITYC C

FENCEX X

DITCH, STREAM OR SWALE

ONE FOOT CONTOUR INTERVAL

FIVE FOOT CONTOUR INTERVAL

BITUMINOUS ROAD SURFACE AND DRIVES

GRAVEL OR EARTH DRIVES

CONCRETE SIDEWALK OR RETAINING WALL

WOOD OR VEGETATION LINE

PROPERTY LINE

SOIL BOUNDARY LINE

SANITARY FORCE MAINFM FM

WASTEWATER MAINWW WW

WETLANDS

CENTER LINE

RJ RESTRAINED JOINT

MJ MECHANICAL JOINT

TEST PIT

PROPOSED PIPE (3" DIA. AND SMALLER)

RIGHT-OF-WAY LINE

RIGHT-OF-WAY LINECIVIL SHEET REFERENCE LEGEND

C-8

RW RAW WATER

WARG WEDGE ACTION RETAINING GLAND

SECTION No. WHERE SHOWN

SECTION No.

LINE COMPOSITION

NEW FACILITIES SHOWN WITH HEAVIER AND BOLDER LINE

WORK AND CALLOUTS IN VERTICAL TEXT.

EXISTING FACILITIES SHOWN WITH LIGHT LINE WORK WITH

CALLOUTS IN ITALICIZED TEXT.

PROPOSED WORK SHOWN ON ADJOINING SHEET

LIST OF KNOWN UTILITY OWNERS

METROPOLITAN EDISON CO/FIRSTENERGY

341 WHITE POND DR.

AKRON, OH. 44320

CONTACT: MELLYSSA ADAMS

MADAMS@FIRSTENERGYCORP.COM

330-252-4013

MCCONNELLSBURG BOROUGH MUNICIPAL AUTH

965 LIONS PARK DRIVE

PO BOX 218

MCCONNELLSBURG, PA. 172330218

CONTACT: OFFICE PERSONNEL

717-485-5001

McCONNELLSBURG BOROUGH

112 LINCOLN WAY EAST

McCONNELLSBURG, PA 17233

CONTACT: RYAN EARLEY

MCCONNELLSBURGBOROUGH@GMAIL.COM

(717) 485-3690

MCCONNELLSBURG SEWERAGE AUTHORITY

20789 GREAT COVE RD

PO BOX 681

MCCONNELLSBURG, PA. 17233

CONTACT: CRAIG STRAIT

MCCSEWERAUTHORITY@HOTMAIL.COM

717-485-4728

UGI UTILITIES INC

1 UGI DRIVE

DENVER, PA. 17517

CONTACT: DANIEL BARNHART

DBARNHART@UGI.COM

610-736-5314

GENERAL NOTES:

1. ALL ELEVATIONS REFER TO U.S.G.S. NAVD 88 DATUM UNLESS NOTED

OTHERWISE.

2. HORIZONTAL CONTROL IS BASED UPON STATE PLANE COORDINATE SYSTEM.

3. INFORMATION SHOWN HEREIN IS BASED ON SURVEY PERFORMED BY GFT

INFRASTRUCTURE, AUGUST 2026 AND AUGUST 2026.

4. IT IS ASSUMED THAT LOCATIONS OF PHYSICAL FEATURES, UTILITIES, ETC.,

FROM INVESTIGATIONS AND FIELD SURVEYS, ARE APPROXIMATE AND THE

NATURE OF MATERIALS IS NOT GUARANTEED.

5. THE CONTRACTOR SHALL BE REQUIRED TO VERIFY ALL CONDITIONS AND

DIMENSIONS OF THE JOB SITE BEFORE PROCEEDING WITH THE WORK AND

SHALL MAKE MINOR ADJUSTMENTS AS REQUIRED ON THE JOB. SUCH

ADJUSTMENTS ARE TO BE APPROVED BY THE ENGINEER AND THE OWNER.

6. LOCATION AND DEPTH OF EXISTING UTILITY LINES INCLUDING SERVICES

SHALL BE VERIFIED BY THE CONTRACTOR IN ADVANCE OF THE WATER MAIN

CONSTRUCTION. EXTREME CARE SHALL BE EXERCISED WHEN EXCAVATING

EXISTING UTILITY LINES, HAND EXCAVATION ONLY WILL BE PERMITTED IN THE

VICINITY OF EXISTING PIPES AND/OR CONDUITS. ANY DAMAGE TO UTILITIES

SHALL BE REPAIRED BY CONTRACTOR AT NO ADDITIONAL COST TO OWNER.

7. THE CONTRACTOR SHALL SUSTAIN IN THEIR PLACES AND PROTECT FROM

DIRECT OR INDIRECT INJURY ALL PIPES, CONDUITS, TRACKS, UTILITY POLES,

GUIDE RAILS, GUARD POSTS, WALLS, FOUNDATIONS, BUILDINGS, AND OTHER

STRUCTURES OR PROPERTY IN THE VICINITY OF HIS WORK, WHETHER ABOVE

OR BELOW GROUND, OR THAT MAY APPEAR IN THE TRENCH. PIPES AND

UNDERGROUND CONDUITS EXPOSED AS A RESULT OF THE CONTRACTOR'S

OPERATIONS SHALL BE ADEQUATELY SUPPORTED ALONG THEIR ENTIRE

EXPOSED LENGTHS.

8. THE CONTRACTOR SHALL VERIFY LOCATIONS OF PIPELINE, VALVES AND AIR

VALVES WITH ENGINEER PRIOR TO THEIR INSTALLATION.

9. IN ACCORDANCE WITH PROVISIONS OF ACT NO. 287/187 (AMENDMENT 1996),

THE CONTRACTOR SHALL NOTIFY EACH USER (AS DEFINED IN THE ACT) A

MINIMUM OF THREE WORKING DAYS IN ADVANCE OF THE TIME HE INTENDS TO

BEGIN EXCAVATION OPERATIONS IN VICINITY OF THE USER'S LINES.

10. THE CONTRACTOR SHALL EXERCISE SPECIAL CARE WHEN WORKING IN RIGHT

OF WAYS SO AS NOT TO DAMAGE TREES AND SHRUBS THAT ARE TO BE

MAINTAINED. ALL SIGNS, MAILBOXES, FENCES, LAWNS, SHRUBS, HEDGES,

TREES, OTHER LANDSCAPING, DRIVEWAYS, ETC., DISTURBED DURING

CONSTRUCTION SHALL BE REPLACED IN KIND.

11. MAINTAIN MINIMUM 18" VERTICAL SEPARATION BETWEEN TRANSVERSE

CROSSING OF WATER MAIN AND SEWER LINE.

12. ALL EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE

CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE PENNSYLVANIA

"EROSION AND SEDIMENTATION POLLUTION CONTROL MANUAL" AND THE

EROSION AND SEDIMENTATION CONTROL PLAN(S) PREPARED FOR THIS

PROJECT.

13. AT POINTS OF CONNECTION, CONTRACTOR SHALL EXPOSE EXISTING WATER

MAINS TO VERIFY LOCATION, GEOMETRY, AND MATERIAL REQUIREMENTS

PRIOR TO ORDERING MATERIALS OR STARTING CONSTRUCTION OF ANY MAIN

CONNECTING THERETO.

14. FIRE HYDRANT INSTALLATIONS INDICATED ON THE DRAWINGS ARE

APPROXIMATE. OWNER WILL PROVIDE EXACT LOCATION DURING

CONSTRUCTION.

15. ENCASE ALL PIPE AND APPURTENANCES IN POLYETHYLENE PER AWWA C105.

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PE052836E

AutoCAD SHX Text

BRIAN C. SWIFT

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CP1

CP2

O H

E O

H E

O H

E OHE

SSSSSSSSSSSSSSS

S S

OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

OHE

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W W

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2+00

3+00 4+00 5+00 6+00 7+00 8+00 8+77

8" 11.25° BEND

8" DIP

8" TAPPING SLEEVE

AND VALVE

PROPOSED 8" DIP

WATER

8" CAP

8" GATE VALVE

8"x8" TEE

8" GATE VALVE

8"x6" TEE

6" GATE VALVE

8"x6" TEE

6" GATE VALVE

8"-45° BEND

8"x4" REDUCER

4" GATE VALVE

4" SOLID SLEEVE

4"-45° BEND

8" GATE VALVE

626C

610 612

625 631 637 647 649 651 655 657

626A

655B

650 652 654

-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00

° B

MIN 4' COVER

8" DIP

G S

EXIST. GRADE

PROPOSED 8" DIP

WATER

X8 " T

X6 " T

8" x6 " T

G V

SHEET No.JOB No.

DATE

DESIGNED

CHECKED

CADD

APPROVED

SCALE

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MECHANICSBURG, PENNSYLVANIA

MAPLE ST.

WATERMAIN REPLACEMENT

MCCONNELSBURG BOROUGH MUNICIPAL AUTHORITY

FULTON COUNTY, PENNSYLVANIA 77443.202501

OCTOBER 2026

APPROVED

REVISIONS

NO. DESCRIPTION DATE BY

040' 40' 80'

1" = 40'-0" HORIZONTAL

02.5' 10'5'5'

1" = 5'-0" VERTICAL

SITE PLAN

SCALE: 1"=40'

8-INCH WATERMAIN PROFILE

SITE PLAN AND PROFILE C-2

SCALE: HORZ. 1" = 40'

VERT. 1" = 5'

AS NOTEDNHH

AG JRSBCS

KDJ

NEW HYDRANT

SEE DETAIL, SHEET C-4

NEW HYDRANT

SEE DETAIL, SHEET C-4

NEW SERVICE

NEW SERVICE NEW SERVICE

08/2026 SHANE AMSLER

NOTICE

GFT INFRASTRUCTURE, INC. ADVISES THAT IT HAS COMPLIED

WITH THE PROVISIONS OF THE UNDERGROUND UTILITY LINE

PROTECTION LAW, ACT 287 OF 1974 AS AMENDED, IN PREPARING

THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION

WORK AT SITES WITHIN THE COMMONWEALTH OF PENNSYLVANIA.

GFT INFRASTRUCTURE, INC. DOES NOT MAKE ANY

REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTY THAT

THE INFORMATION RECEIVED PURSUANT TO SAID ACT AND

REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE,

BUT IS REFLECTING SAID INFORMATION ON THESE DRAWINGS IN

ACCORDANCE WITH THE REQUIREMENT OF SUCH ACT.

CONTRACTORS ARE REMINDED OF THEIR OBLIGATION TO NOTIFY

FACILITY OWNER(S) VIA ONE CALL(S) AT 1-800-242-1776 OR

412-464-7100 (PITTSBURGH AREA) NOT LESS THAN 3 OR MORE

THAN 10 WORKING DAYS PRIOR TO BEGINNING EXCAVATION.

DATE BY

GFT INFRASTRUCTURE, INC.

ONE CALL SYSTEM TELEPHONE NUMBER: 1-800-242-1776

PROJECT ONE CALL SERIAL NUMBER: 20262151912

CUT AND PLUG EX.

4" WATER MAIN

NEW SERVICE

CUT AND CAP EX.

4" WATER MAINNEW WATER SERVICE TO

EXISTING METER VAULT.

CONTRACTOR TO FIELD VERIFY

EXISTING VAULT CONDITIONS

AND MAKE CONNECTION TO

EXISTING METER SETTING.

NEW WATER SERVICE TO

EXISTING METER VAULT.

CONTRACTOR TO FIELD VERIFY

EXISTING VAULT CONDITIONS

AND MAKE CONNECTION TO

EXISTING METER SETTING.

EX. 8" DI WATER MAIN

(CONTRACTOR TO FIELD

VERIFY DIAMETER)

REMOVE EX. HYDRANT

CLOSE VALVE

AND REMOVE

VALVE BOX

DEFLECT

JOINTS AS

REQ'DNEW SERVICE

CLOSE VALVE AND

REMOVE VALVE

BOX

NEW SERVICE

(R O

A S

NEW SERVICE

8" INSERTION VALVE

MH-4P

TOP 934.5

INV 928.1

NEW SERVICE

MH-1C

TOP 939.7

INV 933.3

EX. 4" AC WATER MAIN

(CONTRACTOR TO FIELD VERIFY

TYPE AND DIAMETER)

MH-2C

TOP 942.3

INV 936.1

MH-3C

TOP 944.8

INV 938.2

2" NEW SERVICE

EX. 4" AC WATER MAIN

(CONTRACTOR TO FIELD VERIFY

TYPE AND DIAMETER)

MH-1R

TOP 948.3

INV 941.6

INV 938.9

INV 938.7

NEW SERVICE

CLOSE VALVE

AND REMOVE

VALVE BOX

NOTE:

SANITARY MANHOLE RIM ELEVATIONS ARE BASED

ON CURRENT SURVEY DATA. PIPE INVERT

ELEVATIONS WERE DERIVED BY APPLYING THE

ORIGINAL RIM-TO-INVERT VERTICAL DIFFERENCES

TO THE UPDATED SURVEYED RIM ELEVATIONS.

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E MAPLE ST

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S 7TH ST

AutoCAD SHX Text

WASHINGTON AVE

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SOUTH JEFFERSON DR

AutoCAD SHX Text

SOUTH MONROE AVE

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REGISTERED

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PE052836E

BRIAN C. SWIFT

S S

S S S

OHE OHE OHE OHE OHE OHE OHE OHE OHE

T T

OHE OHE OHE OHE OHE OHE OHE OHE

T T

O H E

W W

W W W

W W

SHEET No.JOB No.

DATE

DESIGNED

CHECKED

CADD

APPROVED

SCALE

D ra w in g:

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- 1

MECHANICSBURG, PENNSYLVANIA

MAPLE ST.

WATERMAIN REPLACEMENT

MCCONNELSBURG BOROUGH MUNICIPAL AUTHORITY

FULTON COUNTY, PENNSYLVANIA 77443.202501

OCTOBER 2026

APPROVED

REVISIONS

NO. DESCRIPTION DATE BY

040' 40' 80'

1" = 40'-0" HORIZONTAL

02.5' 10'5'5'

1" = 5'-0" VERTICAL

SITE PLAN

SCALE: 1"=20'

INSERTION VALVE INSTALLATION NOTES:

1. CONTRACTOR SHALL VERIFY EXISTING WATER MAIN SIZE, MATERIAL, OUTSIDE DIAMETER, WALL

THICKNESS, AND OPERATING CONDITIONS PRIOR TO ORDERING INSERTION VALVES.

2. INSERTION VALVES SHALL BE SPECIFICALLY DESIGNED FOR THE EXISTING PIPE MATERIAL, SIZE, AND PRESSURE CONDITIONS ON WHICH THEY ARE INSTALLED.

3. INSERTION VALVES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN

RECOMMENDATIONS AND REQUIREMENTS.

4. SUBMIT SHOP DRAWINGS, PRODUCT DATA, AND INSTALLATION PROCEDURES FOR REVIEW PRIOR

TO PROCUREMENT AND INSTALLATION.

5. CONTRACTOR SHALL COORDINATE INSERTION VALVE INSTALLATION WITH THE WATER AUTHORITY

AND PROVIDE ADVANCE NOTICE OF ALL OPERATIONS.

6. INSTALLATION SHALL BE PERFORMED BY PERSONNEL TRAINED AND EXPERIENCED IN INSERTION

VALVE INSTALLATION.

7. CONTRACTOR SHALL MAINTAIN WATER SERVICE DURING INSERTION VALVE INSTALLATION UNLESS

OTHERWISE APPROVED BY THE WATER AUTHORITY.

8. AFTER INSTALLATION, OPERATE EACH INSERTION VALVE THROUGH ITS FULL RANGE OF MOTION

AND VERIFY PROPER OPERATION.

9. ANY DAMAGE TO THE EXISTING WATER MAIN RESULTING FROM INSERTION VALVE INSTALLATION

SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER.

10. ALL EXCAVATION, BEDDING, BACKFILL, COMPACTION, AND SURFACE RESTORATION SHALL

CONFORM TO PROJECT SPECIFICATIONS.

11. CONTRACTOR SHALL FIELD VERIFY ALL HORIZONTAL AND VERTICAL CLEARANCES PRIOR TO

INSTALLATION.

INSERTION VALVES

SITE PLAN AND DETAILS C-3

AS NOTEDNHH

AG JRSBCS

KDJ

4" INSERTION VALVE

08/2026 SHANE AMSLER

NOTICE

GFT INFRASTRUCTURE, INC. ADVISES THAT IT HAS COMPLIED

WITH THE PROVISIONS OF THE UNDERGROUND UTILITY LINE

PROTECTION LAW, ACT 287 OF 1974 AS AMENDED, IN PREPARING

THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION

WORK AT SITES WITHIN THE COMMONWEALTH OF PENNSYLVANIA.

GFT INFRASTRUCTURE, INC. DOES NOT MAKE ANY

REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTY THAT

THE INFORMATION RECEIVED PURSUANT TO SAID ACT AND

REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE,

BUT IS REFLECTING SAID INFORMATION ON THESE DRAWINGS IN

ACCORDANCE WITH THE REQUIREMENT OF SUCH ACT.

CONTRACTORS ARE REMINDED OF THEIR OBLIGATION TO NOTIFY

FACILITY OWNER(S) VIA ONE CALL(S) AT 1-800-242-1776 OR

412-464-7100 (PITTSBURGH AREA) NOT LESS THAN 3 OR MORE

THAN 10 WORKING DAYS PRIOR TO BEGINNING EXCAVATION.

DATE BY

GFT INFRASTRUCTURE, INC.

ONE CALL SYSTEM TELEPHONE NUMBER: 1-800-242-1776

PROJECT ONE CALL SERIAL NUMBER: 20262023761

4" INSERTION VALVE

6" INSERTION VALVE

INSERTION VALVE DETAIL

NO SCALE

NOTES:

1. ONLY 10" & 12" FEED SCREWS

ARE STAINLESS STEEL.

2. CITY VALVES ARE TO BE

OPEN RIGHT.

3. INSERTION VALVE IS TO BE

HYDRA STOP INSTA-VALVE

PLUS RS WEDGE VALVE AS

SHOWN.

FITTING SIZE A B C D

4" 16" 12" 4.80 9" 6" 16" 13" 6.90 11" 8" 20" 15" 9.05 13.5" 10" 24" 18.5" 11.10 16" 12" 24" 20" 13.20 19"

REMOVE VALVE BOX

EX. 4" AC WATER MAIN

(CONTRACTOR TO FIELD VERIFY

TYPE AND DIAMETER)

MH-1AA

TOP 906.5

INV 901.3

EX. 6" CI WATER MAIN

(CONTRACTOR TO FIELD VERIFY

TYPE AND DIAMETER)

6" INSERTION VALVE

EX. 6" CI WATER MAIN

(CONTRACTOR TO FIELD VERIFY

TYPE AND DIAMETER)

AutoCAD SHX Text

S 2ND ST

AutoCAD SHX Text

E MAPLE ST

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PE052836E

* PROVIDE A MINIMUM OF 3 SQ.FT. BEARING AREA.

HYDRANT DETAIL

NO SCALE

TYPICAL CONNECTION DETAIL

NO SCALE

TYPICAL NEW/REPLACEMENT

SERVICE DETAIL

NO SCALE

HYDRANT w/ BREAK AWAY FLANGE

GROUND LINE

VALVE BOX

6" MJ GATE VALVE

HYDRANT TEE

(MJxMJxSWIVEL)

IN WATER MAIN

CONCRETE

REACTION

BACKING

1/2 CU. YD.

AGGREGATE

BACKFILL

UNDISTURBED EARTH

*CONCRETE

REACTION

BACKING

HYDRANT BASE W/

WEDGE-ACTION

RETAINER GLAND

6" MJ HYDRANT PIPING

w/ WEDGE- ACTION

RETAINER GLAND

NOTES:

FIELD-LOCK GASKETS REQUIRED IF PUSH-ON JOINTS

ARE USED (USE OF PUSH-ON JOINTS REQUIRES AUTHORITY APPROVAL).

IF BENDS USED IN HYDRANT LATERAL, TIE RODS ARE REQUIRED.

NEW PIPE-BEGIN w/ BELL

END INSTALLED OVER PREPARED

END OF EXISTING PIPE

EXISTING WATER MAIN

CUT EXISTING MAIN

SQUARE AND BEVEL END

NEW CURB BOX

EXISTING SERVICE LINE

(IF REPLACEMENT) SERVICE

LINE BY OTHERS (IF NEW)

NEW CURB STOP

22 1/2°

3/4" TYPE K CU.

SERVICE PIPECORPORATION STOP,

FORD FB-1000-3Q OR

EQUAL

3' -6

" M

4'-0"

NO SCALE

SIDEWALK SECTION AT CURB

NOTES:

1. ALL SERVICES ARE SHOWN IN PLAN AS NEW/

REPLACEMENT DUE TO UNKNOWN SERVICE LINE

MATERIAL. EXISTING COPPER SERVICE LINES WILL BE

RECONNECTED AT THE DISCRETION OF THE OWNER.

2. SERVICES LARGER THAN 1" REQUIRE THE USE OF A

SERVICE SADDLE.

2" 7"

7" 1'

-5

CONCRETE CURB SECTION

NO SCALE

BITUMINOUS

SURFACE OR

CONCRETE

3/4" RADIUS

1/4" RADIUS

FINISHED

GRADE

FORMING

NOT

REQUIRED

CURB TO BE CONSTRUCTED WITH CLASS 'A' CONCRETE WITH

CONTRACTION JOINTS SPACED AT 16'-0" MAXIMUM.

NOTE:

1/2" JOINT

FILLER

CONCRETE

CURB

6"x6" - W2.9 x W2.9

WELDED WIRE MESH

UNDISTURBED OR

COMPACTED EARTH

STRUCTURAL

AGGREGATE BACKFILL

FINISHED

GRADE

CLASS A

CONCRETE2" MIN. CLR.

2' -0

1'-6"

VALVE BOX

2A COURSE AGGREGATE

REMOVAL OF EXISTING VALVE BOX

ON VALVES TO BE ABANDONED

NO SCALE

NOTES:

1. SAW CUT PAVING 1'-6" SQUARE.

2. REMOVE PAVING AND EARTH TO 18" MIN.

3. BREAK OFF VALVE BOX AT BOTTOM OF

EXCAVATION & FILL BOX WITH COMPACTED

2A COARSE AGGREGATE.

4. REPAVE.

ADJUSTABLE CAST

IRON VALVE BOX

WITH COVER

PIPE BEDDING

MATERIAL

NEW PIPE

VALVE

(TO OPEN LEFT/

COUNTERCLOCKWISE)

℄ VALVE AND VALVE BOX

FINISH GRADE (FLUSH WITH TOP

OF COVER ON ADJUSTABLE CAST

IRON VALE BOX)

3' -6

" M

6" MIN

(TYP)

VALVE AND VALVE BOX

NO SCALE

** 4" IN EARTH, SEE NOTE 1

8" IN ROCK

1' -0

" 1'-0"1'-0" PIPE O.D.

** 4" IN EARTH, SEE NOTE 1

8" IN ROCK

1'-0"PIPE O.D.1'-0"

BITUMINOUS DRIVEWAY

PAVEMENT REPLACEMENT

1'-0"1'-0" PIPE TRENCH

GRAVEL DRIVEWAY

REPLACEMENT

MIN. 5" COARSE

AGGREGATE

EXISTING GRAVEL

DRIVEWAY

1'-0" 1'-0"

TYPICAL TRENCH PAVED AREAS

EXISTING

GRADE

TOPSOIL, WHERE

REQ'D. 4" MIN. SEE

NOTE 4

4' -0

" M

. C O

UNDISTURBED

EARTH OR ROCK

SUBGRADE

APPROVED

BACKFILLTA

M P

4" L

E N

TYPICAL TRENCH UNPAVED AREAS

SEE PAVEMENT

REPLACEMENT

DETAILS

EXISTING

PAVEMENT

AASHTO #8

PIPE BEDDING

UNDISTURBED

EARTH OR ROCK

SUBGRADE

PA.NO.2A

COARSE

AGGREGATE

" L

E N

NO SCALE NO SCALE

4' -0

" M

. C O

TRENCH NOTES:

1. IF UNSUITABLE SUBSOIL IS ENCOUNTERED AT THE NORMAL TRENCH

SUBGRADE, THE CONTRACTOR SHALL REMOVE IT TO THE DEPTH DIRECTED

BY THE ENGINEER IN THE FIELD, AND BACKFILL w/ SELECT BACKFILL

MATERIAL IN 4" LAYERS.

2. BOTTOM OF TRENCH SHALL BE FREE OF WATER PRIOR TO PLACING

BEDDING.

3. IF VIBRATORY COMPACTION EQUIPMENT IS USED BACKFILL MAY BE IN 8"

LAYERS.

4. PROVIDE 4" OF TOPSOIL WHERE SEEDING IS REQUIRED, SEE NOTE 6 AT

GRAVEL DRIVEWAYS.

5. CONTRACTOR SHALL SHORE THE TRENCH IN ACCORDANCE WITH SECTION

314100 OF THE SPECIFICATIONS.

6. GRAVEL AND PAVED DRIVEWAYS TO BE RESTORED IN KIND WITH MINIMUM

REQUIREMENTS AS INDICATED ON THIS SHEET.

PAINT EDGE OF

EXISTING PAVING

w/ AE-T

BITUMINOUS

TACK COAT

BEFORE PAVING.

AFTER PAVING

SEAL JOINT

BETWEEN NEW

AND EXISTING

PAVEMENT w/

PG-64S-22

ASPHALT

CEMENT.

SAW CUT

(TYP.)

SEE TYPICAL

TRENCH DETAIL

EXISTING

BITUMINOUS

PAVEMENT

PIPE TRENCH

BOROUGH STREET

PAVEMENT REPLACEMENT

NO SCALE

EXISTING

PAVEMENT

2" OF WMA HOT BITUMINOUS

PATCHING MATERIAL*

SEE TYPICAL

TRENCH DETAIL

PIPE TRENCH

TEMPORARY PAVEMENT

REPLACEMENT

NO SCALE

PAINT EDGE OF EXISTING PAVING w/ AE-T

BITUMINOUS TACK COAT BEFORE PAVING. AFTER

PAVING SEAL JOINT BETWEEN NEW AND EXISTING

PAVEMENT w/ PG-64-22 ASPHALT CEMENT.

1" WMA

WEARING

COURSE

SAW CUT

(TYP.)

2" WMA

BASE

COURSE

SEE TYPICAL

TRENCH DETAILEXISTING

BITUMINOUS

DRIVEWAY

NO SCALE NO SCALE

SEE TYPICAL

TRENCH DETAIL

PIPE TRENCH

(NOT FOR USE IN PENNDOT ROADWAYS)

*4" REQUIRED IN WINTER MONTHS

5" SUPER PAVE BASE COURSE,

PG 64S-22, 0.3 TO <3 MILLION

ESALS, 25MM MIX

AASHTO #8

PIPE BEDDING

SELECT

BACKFILL

1' -0

SELECT

BACKFILL

TYPICAL SERVICE RECONNECTION

DETAIL

NO SCALE

EXISTING CURB BOX

EXISTING SERVICE LINE

EXISTING CURB STOP

22 1/2°

EXISTING WATER MAIN

TO BE ABANDONED

CORPORATION STOP,

FORD FB-1000-3Q OR

EQUAL

3' -6

" M

1'-0"1'-0"

5" SUPER PAVE BASE COURSE,

PG 58S-28, 3 TO <30 MILLION

ESALS, 25MM MIX

PAINT EDGE OF

EXISTING PAVING

w/ AE-T

BITUMINOUS

TACK COAT

BEFORE PAVING.

AFTER PAVING

SEAL JOINT

BETWEEN NEW

AND EXISTING

PAVEMENT w/

CLASS PG 64S-22

ASPHALT

CEMENT.

PENNDOT SR 522

PAVEMENT REPLACEMENT

NO SCALE

SAW CUT

(TYP.)

EXISTING

BITUMINOUS

PAVEMENT

SEE TYPICAL

TRENCH DETAIL

PIPE TRENCH

1.5" SUPER PAVE WEARING

COURSE, PG-64S-22, 3 TO <30

MILLION ESALS, 9.5 MM MIX

1'-0"1'-0"

7" SUPER PAVE BASE COURSE,

PG 58S-28, 3 TO <30 MILLION

ESALS, 25MM MIX. INSTALLED IN

EQUAL LIFTS

PAINT EDGE OF

EXISTING PAVING

w/ AE-T

BITUMINOUS

TACK COAT

BEFORE PAVING.

AFTER PAVING

SEAL JOINT

BETWEEN NEW

AND EXISTING

PAVEMENT w/

CLASS PG 64S-22

ASPHALT

CEMENT.

PENNDOT SR 1001

PAVEMENT REPLACEMENT

NO SCALE

SAW CUT

(TYP.)

EXISTING

BITUMINOUS

PAVEMENT

SEE TYPICAL

TRENCH DETAIL

PIPE TRENCH

1.5" SUPER PAVE WEARING

COURSE, PG-64S-22, 3 TO <30

MILLION ESALS, 9.5 MM MIX

** 4" IN EARTH, SEE NOTE 1

8" IN ROCK

1'-0"PIPE O.D.1'-0"

TYPICAL TRENCH INSIDE

PENNDOT ROW

SEE PAVEMENT

REPLACEMENT

DETAILS

EXISTING

PAVEMENT

AASHTO #8

PIPE BEDDING

UNDISTURBED

EARTH OR ROCK

SUBGRADE

PA.NO.2A

COARSE

AGGREGATE

" L

E N

NO SCALE

4' -0

" M

. C O

1' -0

PENNDOT DETAILS

SHEET No.JOB No.

DATE

DESIGNED

CHECKED

CADD

APPROVED

SCALE

D ra w in g:

:\U se rs \k zi eg le r\D

C \A

C C

D oc s\ G

M cC on ne lls bu rg \P ro je ct F ile s\

M ap le _S tre et

_W M

\S he et s\

-C iv il_

D et ai ls

.d w g Pl ot te d:

O ct

- 1 2:

MECHANICSBURG, PENNSYLVANIA

MAPLE ST.

WATERMAIN REPLACEMENT

MCCONNELSBURG BOROUGH MUNICIPAL AUTHORITY

FULTON COUNTY, PENNSYLVANIA 77443.202501

OCTOBER 2026

APPROVED

REVISIONS

NO. DESCRIPTION DATE BY

DETAILS C-4

AS NOTEDNHH

AG JRSBCS

KDJ

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PE052836E

E x

NO SCALE

H G

NO SCALE

1' -6

-6

O .D

1'-0"

1-6"

2 O.D. O.D.+2'-0"

2' -0

-0

NO SCALE

REDUCERE F G I K L M

1'-4"

1'-0"

1'-6"

2'-0"

2'-6"

4'-0" 5'-6" 2'-6" 0'-10"

1'-0" 0'-3"

12'-6" 6'-6" 3'-3" 1'-8" 2'-8" 1'-8"

7'-0" 3'-6" 2'-0" 1'-5" 2'-5" 1'-5"

5'-0" 2'-6" 2'-0" 2'-4" 1'-4"

3'-0" 2'-0" 2'-0" 1'-3" 2'-3" 1'-3"

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

3'-9"

1'-10" 0'-6" 0'-4"

1'-0" 0'-6" 0'-4"

0'-4" 0'-4" 0'-4" 1'-3"

3'-4"

2'-8"

2'-6"

2'-4"

1'-0"

4'-3" 2'-2" 1'-2"

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

1'-0"

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

1'-0"

1'-0"1'-6"

122 2 1411 2221 41 2221 4111 11 A B C D

1'-0"

TEST

PRESSURE

(PSI)

PIPE

DIA.

16"

10"

6'-2"

4'-3"

3'-6"

2'-8"

2'-0"

3'-6"

2'-6"

2'-0"

1'-6"

1'-0"

2'-0"

1'-6"

1'-0"

1'-0" 1'-0"

1'-0"

TABLE OF REACTION BACKING DIMENSIONS

1'-0"

2'-0"

2'-6"

3'-0"

4'-3"

3'-0" 1'-8" 0'-9" 8'-9" 4'-6" 2'-3" 1'-6" 2'-6" 1'-6"3'-6"3'-0" 2'-8" 1'-4" 1'-0"15012" 5'-0" 2'-8" 1'-3" 1'-0" 3'-6"

2'-10"

HIGH EARLY STRENGTH

CONCRETE BLOCK

6" 6"

PLUG OR COVER

END OF PIPE

CUT AND PLUG DETAIL

NO SCALE

CUT AND CAP DETAIL

NO SCALE

3' -0

1'-0"

MIN.

3'-0"

MIN.

1. UNCOVER EXISTING PIPE.

2. CUT 2'-0" SECTION FROM MAIN IN CENTER OF EXCAVATION.

3. CAP EXISTING MAIN.

4. PLACE NOMINAL 6x6 SOLID CONCRETE BRICKS AS SHOWN.

WEDGE TIGHTLY BETWEEN ENDS OF PIPES.

5. ENCASE IN CONCRETE TO AT LEAST LIMITS SHOWN.

CONCRETE ENCASEMENT OPPOSITE CAP MUST BEAR ON

UNDISTURBED EARTH.

PLAN

UNDISTURBED

EARTH

6"x6"

SOLID

CONCRETE

BRICKS

MECHANICAL

JOINT CAP (TYP.)

HIGH EARLY STRENGTH

CONCRETE BLOCK

EXISTING WATER

MAIN (TYP.)

8'-0"1'-8"3'-0"6'-0"11'-0"24" 150 2'-0"3'-9"7'-6"4'-0" 2'-0"3'-0"2'-0"5'-0"10'-0"20'-0"1'-6"4'-0"9'-0"5'-0"

3/4"Ø TIE ROD

SEE NOTE 3

NOTES:

45° BEND 22 1/2° BEND 11 1/4° BEND

ELEVATION

SECTION

SECTIONELEVATION

VERTICAL REACTION BACKINGS

ELEVATION

REDUCER

PLAN

HORIZONTAL REACTION BACKINGS

SECTION

PLUG AND TEE

PLAN

SECTION

NOTES:

ANCHOR BLOCK CONNECTION DETAIL

CONCRETE ANCHOR BLOCK SHALL BE INSTALLED A MIN.

OF 7 DAYS PRIOR TO INSTALLATION OF CONNECTION.

COR-TEN STEEL TIE RODS AND SOCKET CLAMPS SHALL

BE COATED w/ 2 COATS BITUMASTIC PAINT, AND

WRAPPED WITH 8 MIL THICK POLYETHYLENE. (TYP.)

NO. OF 3/4"Ø TIE RODS FOR 150 PSI TEST PRESSURE

4"-12" = 1 PAIR

14"-16" = 2 PAIR

18"-20" = 3 PAIR

24" = 4 PAIR

90° BEND

B C

MECHANICAL

JOINT CAP (TYP.)

1' -0

3' -0

" M

ELEVATION

HIGH EARLY

STRENGTH

CONCRETE

EXISTING WATER

MAIN (TYP.)

6"x6"

SOLID

CONCRETE

BRICKS

1. REACTION BACKING DIMENSIONS HAVE BEEN CALCULATED USING A SOIL BEARING

CAPACITY OF 2000 POUNDS PER SQUARE FOOT AND TEST PRESSURES AS INDICATED.

2. ALL FITTINGS SHALL BE MECHANICAL JOINT AND SHALL HAVE WEDGE ACTION

RETAINER GLANDS INSTALLED TO MANUFACTURERS SPECIFICATIONS, EXCEPT IN

RESTRAINED JOINT AREAS.

3. ALL CONCRETE SHALL BE HIGH EARLY STRENGTH.

NOTES:

CONCRETE ANCHOR

BLOCK, SEE NOTE 1

UNDISTURBED EARTH

OR ROCK SUBGRADE

SPOOL

PIECE

SOCKET CLAMP AND SOCKET

CLAMP WASHERS, FIG. 595 &

594 BY GRINNELL (TYP.)

EXISTING WATER

MAIN TO BE

REMOVED

FITTING

COUPLING

#6 @ 12

EXISTING

MAIN

10'-0"

MIN. ±

UNDISTURBED EARTH

OR ROCK SUBGRADE

CONCRETE ANCHOR

BLOCK

SUBGRADE

3 LAYERS OF

ASPHALT BUILDING

PAPER

GATE VALVE OR

BUTTERFLY VALVE

(TYP.)

SEE NOTE

CONCRETE

BLOCK

FOSTER ADAPTOR

(TYP.)RESTRAINED PLUGUNDISTURBED EARTH

OR ROCK SUBGRADE

CONCRETE

BLOCK 1 FULL

LENGTH

PIPE

O.D.+6"

CONCRETE

BLOCK

UNDISTURBED

EARTH90° BEND

CONCRETE

BLOCK

45° BEND

UNDISTURBED

EARTH

CONCRETE

BLOCK

22 1/2° BEND UNDISTURBED

EARTH

CONCRETE

BLOCK

11 1/4° BEND

UNDISTURBED

EARTH

FITTING

TRENCH WIDTH

2 + 6"

CONCRETE

BLOCK

UNDISTURBED EARTH

#5@12

REDUCER

CONCRETE

BLOCK

UNDISTURBED EARTH

CONCRETE

BLOCK

#5@12

REDUCER

UNDISTURBED EARTH

UNDISTURBED

EARTH

MJ FITTING

CONCRETE

BLOCK

BEDDING

DEPTH

+1'-0"

CONCRETE

BLOCK

#6@12 M.J. FITTING

#4 (TYP.)

#6@12

#4 (TYP.)

UNDISTURBED EARTH

SHEET No.JOB No.

DATE

DESIGNED

CHECKED

CADD

APPROVED

SCALE

D ra w in g:

:\U se rs \k zi eg le r\D

C \A

C C

D oc s\ G

M cC on ne lls bu rg \P ro je ct F ile s\

M ap le _S tre et

_W M

\S he et s\

-C iv il_

D et ai ls

.d w g Pl ot te d:

O ct

- 1 2:

MECHANICSBURG, PENNSYLVANIA

MAPLE ST.

WATERMAIN REPLACEMENT

MCCONNELSBURG BOROUGH MUNICIPAL AUTHORITY

FULTON COUNTY, PENNSYLVANIA 77443.202501

OCTOBER 2026

APPROVED

REVISIONS

NO. DESCRIPTION DATE BY

DETAILS C-5

AS NOTEDNHH

AG JRSBCS

KDJ

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PE052836E

HEIGHT OF ROCK

FILTER = 5/6 HEIGHT

OF FABRIC FENCE OR

STRAW BALES

ROCK FILTER OUTLET

MAINTENANCE:

ROCK FILTER OUTLET SHALL BE CHECKED REGULARLY.

MAINTAIN BY REPLACING ROCK WHEN ACCUMULATIONS

REACH 1/3 THE HEIGHT OF THE OUTLET AND DRESSING IT

SHOULD IT BECOME DISPLACED. A STOCKPILE OF AGGREGATE

WILL BE MAINTAINED ON SITE FOR THIS PURPOSE.

WOOD POST

NO SCALE

SECTION

FILTER FABRIC

ELEVATION

1 MIN.

1' 1'

NO SCALE

FILTER BAG INLET

PROTECTION - TYPE 1

1. MAXIMUM DRAINAGE AREA = 1/2 ACRE.

2. INLET PROTECTION IS NOT REQUIRED FOR INLET TRIBUTARY TO

SEDIMENT BASIN OR TRAP. BERMS

3. REQUIRED FOR ALL INSTALLATIONS.

4. EARTHEN BERM SHALL BE MAINTAINED UNTIL ROADWAY IS STONED.

ROAD SUBBASE BERM SHALL

5. BE MAINTAINED UNTIL ROADWAY IS PAVED.

6. SIX INCH MINIMUM HEIGHT ASPHALT BERM SHALL BE MAINTAINED UNTIL

ROADWAY SURFACE RECEIVES

7. FINAL COAT.

8. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE

TRAFFIC HAZARDS.

NOTES:

ELEVATION VIEW

BAG DETAIL

2"x2"x3/4"

RUBBER BLOCK

(TYP.)

1/4" NYLON ROPE

EXPANSION RESTRAINT

SANDBAG

PLAN VIEW

ISOMETRIC VIEW

INSTALLATION DETAIL

4'-0"

2'-0"

3' -0

1" REBAR FOR BAG

REMOVAL FROM INLET

INLET GRATE

2 MIN.

BERM

1' MIN.

BERM

CURB

3' MIN.

AASHTO

#57 6" MIN.R-3 ROCK

SINKHOLE REPAIR DETAIL

NO SCALE

EXISTING GROUND

LIMIT OF SELECT EMBANKMENT

IMPERVIOUS

FILL

SOIL

LIMIT OF CLASS

"C" CONCRETE

ROCK

LIMIT OF SOIL/VOID

GEOGRID

ROCK

3' (M

EXCAVATION

LIMIT

SOIL

CURBED ROADWAY

MAINTENANCE:

INLET FILTER BAGS SHALL BE CHECKED WEEKLY

AND AFTER EACH RUNOFF EVENT. FILTER BAGS

SHALL BE CLEANED AND/OR REPLACED WHEN HALF

FULL. DAMAGED FILTER BAGS SHALL BE REPLACED

IMMEDIATELY.

NO SCALE

STANDARD CONSTRUCTION DETAIL #3-16

PUMPED WATER FILTER BAG

FILTER BAG

WELL VEGETATED, GRASSY AREA

FILTER BAG

INTAKE HOSE

PUMP

DISCHARGE HOSE

CLAMPS

DISCHARGE HOSE

PUMP

INTAKE HOSE

HEAVY DUTY LIFTING STRAPS

(RECOMMENDED)PLAN VIEW

ELEVATION VIEWNOTES:

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.

PLAN

NO SCALE

SECTION

NOTES:

1. INSTALL ON FLAT GRADE FOR OPTIMUM PERFORMANCE.

2. 18" DIAMETER FILTER SOCK MAY BE STACKED ONTO

DOUBLE 24" DIAMETER SOCKS IN PYRAMIDAL

CONFIGURATION FOR ADDED HEIGHT.

A SUITABLE IMPERVIOUS GEOMEMBRANE SHALL BE PLACED AT THE LOCATION OF

THE WASHOUT PRIOR TO INSTALLING THE SOCKS.

ADAPTED FROM FILTREXX.

FIGURE 3.18

TYPICAL COMPOST SOCK WASHOUT

INSTALLATION

2"X2"X36" WOODEN

STAKES PLACED 5' O.C.

DIRECT CONCRETE WASHOUT

WATER INTO FILTER RING

24" DIAMETER COMPOST

FILTER SOCK. 4' MIN.

OVERLAP ON UPSLOPE

SIDE OF FILTER RING

2" x 2" x 36" WOODEN

STAKES PLACED 5' O.C.

MAXIMUM DEPTH OF CONCRETE

WASHOUT WATER IS 50% OF FILTER

RING HEIGHT

24" DIAMETER COMPOST

FILTER SOCK

NO SCALE

STANDARD CONSTRUCTION DETAIL #4-1

COMPOST FILTER SOCK

FLO

DISTURBED AREA

UNDISTURBED AREA

SECTION

PLAN VIEW

EXISTING

CONTOURS

COMPOST FILTER SOCK

2 IN. x 2 IN. WOODEN STAKES

PLACED 10 FT ON CENTER

2 IN. x 2 IN. WOODEN STAKES

PLACED 10 FT ON CENTER

COMPOST FILTER SOCK

BLOWN/PLACED

FILTER MEDIA

DISTURBED AREA

UNDISTURBED AREA

NOTES:

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

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

COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT.

MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT SPECIFIED FOR THE SIZE

OF THE SOCK AND THE SLOPE OF ITS TRIBUTARY AREA.

TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS.

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

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

COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT.

DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER’S SPECIFICATIONS OR

REPLACED WITHIN 24 HOURS OF INSPECTION.

BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS;

PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED

ACCORDING TO MANUFACTURER’S RECOMMENDATIONS.

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

BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.

TABLE 4.2

COMPOST STANDARDS

ORGANIC MATTER CONTENT 25%-100% (DRY WEIGHT BASIS)

ORGANIC PORTION FIBROUS AND ELONGATED

pH 5.5-8.5

MOISTURE CONTENT 30%-60%

PARTICLE SIZE 30%-50% PASS THROUGH 3/8" SIEVE

SOLUBLE SALT CONCENTRATION 5.0 dS/m (MMHOS/CM) MAXIMUM

SHEET No.JOB No.

DATE

DESIGNED

CHECKED

CADD

APPROVED

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MECHANICSBURG, PENNSYLVANIA

MAPLE ST.

WATERMAIN REPLACEMENT

MCCONNELSBURG BOROUGH MUNICIPAL AUTHORITY

FULTON COUNTY, PENNSYLVANIA 77443.202501

OCTOBER 2026

APPROVED

REVISIONS

NO. DESCRIPTION DATE BY

C-6

AS NOTEDNHH

AG JRSBCS

KDJ EROSION AND

SEDIMENTATION CONTROL

DETAILS

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PROPERTY

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TEST METHOD

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MINIMUM STANDARD

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AVG. WIDE WIDTH STRENGTH

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ASTM D-4884

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60 LB/IN

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GRAB TENSILE

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ASTM D-4632

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205 LB

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PUNCTURE

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ASTM D-4833

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110 LB

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MULLEN BURST

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ASTM D-3786

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350 PSI

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UV RESISTANCE

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ASTM D-4355

AutoCAD SHX Text 70%

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AOS % RETAINED

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ASTM D-4751

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80 SIEVE

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REGISTERED

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PROFESSIONAL

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ENGINEER

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PE052836E

SHEET No.JOB No.

DATE

DESIGNED

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MECHANICSBURG, PENNSYLVANIA

MAPLE ST.

WATERMAIN REPLACEMENT

MCCONNELSBURG BOROUGH MUNICIPAL AUTHORITY

FULTON COUNTY, PENNSYLVANIA 77443.202501

OCTOBER 2026

APPROVED

REVISIONS

NO. DESCRIPTION DATE BY

EROSION AND

SEDIMENTATION CONTROL

NOTES

C-7

AS NOTEDNHH

AG JRSBCS

KDJ

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

PROFESSIONAL

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ENGINEER

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PE052836E

1. EROSION AND SEDIMENTATION CONTROL MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE WITHIN

THE TRIBUTARY AREAS OF THESE CONTROLS.

2. ALL EXCAVATION FOR UTILITY LINE INSTALLATION SHALL BE LIMITED TO THE AMOUNT THAT CAN BE EXCAVATED, INSTALLED, BACKFILLED AND STABILIZED WITHIN ONE WORKING DAY. ALL EXCAVATED MATERIAL SHALL BE DEPOSITED ON THE UPSLOPE SIDE OF THE TRENCH.

3. ANY DISTURBED AREAS NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING AND MULCHING.

IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW OR

EQUIVALENT MATERIAL, AT A RATE OF 3 TONS PER ACRE.

4. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL AREAS SUBJECT TO EROSION (I.E. STEEP SLOPES AND ROADWAY EMBANKMENTS) WILL RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR SUITABLE EQUIVALENT, AT A RATE OF 3 TONS PER ACRE. ON SLOPES 3:1 OR STEEPER, TEMPORARY SEEDING SHALL BE STABILIZED WITH WOOD EXCELSIOR

MATTING.

5. PERMANENT VEGETATION TO BE SEEDED OR SODDED ON ALL EXPOSED AREAS IMMEDIATELY AFTER FINAL GRADING. MULCH TO BE USED AT RATE OF 3 TONS PER ACRE FOR PROTECTION UNTIL SEEDING IS ESTABLISHED. EXCELSIOR MATTING WILL BE USED ON ALL SLOPES 3:1

OR STEEPER AND WITHIN DRAIN CHANNEL.

6. UPON COMPLETION OF AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY, THE OPERATOR SHALL STABILIZE IMMEDIATELY THE DISTURBED AREAS TO PROTECT FROM ACCELERATED EROSION. DURING NON-GERMINATING PERIODS, MULCH MUST BE APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE REDISTURBED WITHIN 1 YEAR, MAY BE STABILIZED IN ACCORDANCE WITH TEMPORARY SEEDING SPECIFICATIONS. DISTURBED AREAS, WHICH ARE EITHER AT FINISHED GRADE OR WILL NOT BE REDISTURBED WITHIN ONE YEAR, MUST BE STABILIZED IN ACCORDANCE WITH PERMANENT

SEEDING SPECIFICATIONS.

7. TEMPORARY AND PERMANENT SEEDING RATES WILL BE AS FOLLOWS:

TEMPORARY -SPECIES: ANNUAL RYEGRASS

APPLICATION RATE: 10 LBS/1,000 SY

FERTILIZER TYPE: 10-20-20

FERTILIZER APPL. RATE: 140 LBS/1,000 SY

LIMING RATE: 1 TON PER ACRE

SEEDING DATES: MARCH 15 TO OCTOBER 15

NOTE:

TEMPORARY SOIL STABILIZATION BEYOND THE SEEDING DATES WILL BE WITH STRAW MULCH OR SUITABLE EQUIVALENT AS REFERENCED

IN NOTES 3 AND 4.

PERMANENT -SPECIES: (SEEDING DATES, MARCH 1 TO JUNE 1 & AUGUST 1 TO OCTOBER 1)

LAWN AREA (MIXTURE NO. 1)

SPECIES IN MIX MIX % BY WEIGHT MIN. % PURITY GERMINATION MAX. % WEED SEED

RED FESCUE CHEWINGS 30 95 85 0.50

KENTUCKY BLUEGRASS 50 85 80 0.40

RED TOP 3 90 90 0.75

PERENNIAL RYE GRASS 17 90 90 0.50

STEEP SLOPES (MIXTURE NO. 2) (3:1 OR STEEPER)

ANNUAL RYE 100 95 90 0.15

MULCH:

ANY THRESHED GRAIN OR TALL HAY GRASS STALKS FREE OF SEED BEARING STALKS, WEEDS OR ROOTS HARMFUL

TO LAWN GROWTH.

EXCELSIOR MATTING - SOIL RETENTION BLANKET:

MAT OF WOOD EXCELSIOR WITH 80% OF THE FIBERS 8" OR LONGER. AVERAGE WEIGHT 0.95 LBS. PER SQ. YD.

REINFORCING MESH ON TOP SIDE AND SMOLDER RESISTANT.

HYDROSEEDING:

SEEDING AND SOIL SUPPLEMENT MAY BE PERFORMED BY HYDROSEEDING (SLURRY) APPLICATIONS. ALL APPLICATIONS MUST HAVE A MULCH BINDER. HYDROSEEDING SHALL BE PERFORMED BETWEEN MARCH 1 TO JUNE 1 & AUGUST 1

TO OCTOBER 1.

APPLICATION RATE:

LAWN AREA - 45 LBS. PER 1000 SQ. YD. AREA; STEEP SLOPES - 9 LBS. PER 1000 SQ. YD. AREA.

FERTILIZER TYPE:

FERTILIZER APPL. RATE: 140LBS/1000 SY

FERTILIZER TYPE: 10-20-20

LIMING RATE:

4 TONS PER ACRE

8. A ROCK CONSTRUCTION ENTRANCE OF AASHTO #1 CLEAN STONE WILL BE PLACED AT CONSTRUCTION ENTRANCES. ENTRANCES SHALL BE 50 FT. MINIMUM IN LENGTH AND 20 FT. IN WIDTH. FILTER CLOTH IS REQUIRED PRIOR TO STONE PLACEMENT.

9. ANY CHANGES TO THE EROSION AND SEDIMENT CONTROL PLAN WILL REQUIRE THE SUBMISSION OF REVISED EROSION AND SEDIMENT CONTROL PLANS TO THE DISTRICT FOR RE-REVIEW. THE REVISED PLANS MUST MEET ALL CURRENT STATE EROSION AND SEDIMENT

POLLUTION CONTROL REQUIREMENTS AS WELL AS DISTRICT REQUIREMENTS.

10. ALL WORK WILL BE DONE IN ACCORDANCE WITH CHAPTER 102, EROSION CONTROL REGULATIONS.

11. THE COUNTY CONSERVATION DISTRICT SHALL BE NOTIFIED 72 HOURS IN ADVANCE OF BEGINNING LAND DISTURBANCE ACTIVITIES.

12. THE OWNER WILL BE RESPONSIBLE FOR THE MAINTENANCE OF PERMANENT EROSION AND SEDIMENT POLLUTION CONTROL MEASURES.

13. PUMPED WATER SEDIMENT REMOVAL POND OR FILTER BAG SEDIMENT TRAP WILL BE USED AS REQUIRED FOR THE DEWATERING OF

EXCAVATIONS. THE LOCATION OF THE POND WILL BE AS INDICATED ON THE PLANS.

14. INSTALL FILTER SOCK BARRIERS ON THE DOWNSLOPE SIDE OF ALL STOCK PILES.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ANY EXCESS MATERIAL AND MAKE SURE SITE(S) RECEIVING THE EXCESS MATERIAL HAS AN APPROVED EROSION CONTROL PLAN THAT MEETS THE CONDITION OF

CHAPTER 102 AND/OR OTHER STATE AND FEDERAL REGULATIONS.

16. UNTIL THE SITE HAS ACHIEVED FINAL STABILIZATION THE CONTRACTOR SHALL PROPERLY IMPLEMENT, OPERATE AND MAINTAIN ALL THE BEST MANAGEMENT PRACTICES. MAINTENANCE SHALL 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.

17. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENTATION CONTROLS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE CONTROLS MUST BE STABILIZED IMMEDIATELY.

18. AT THE END OF EACH WORKING DAY, ANY SEDIMENT TRACKED OR CONVEYED ONTO A PUBLIC ROADWAY WILL BE REMOVED AND REDEPOSITED ONTO THE CONSTRUCTION SITE. REMOVAL CAN BE COMPLETED THROUGH USE OF

MECHANICAL OR HAND TOOLS, BUT MUST NEVER BE WASHED OFF THE ROAD BY USE OF WATER.

19. SEDIMENT REMOVED FROM E&SPC CONTROLS AND FACILITIES SHALL BE DISPOSED OF IN LANDSCAPED AREAS OUTSIDE OF STEEP SLOPES, WETLANDS, FLOOD PLAINS OR DRAINAGE SWALES AND IMMEDIATELY STABILIZED OR

PLACED IN TOPSOIL STOCKPILES.

20. SHOULD UNFORESEEN EROSION CONDITIONS DEVELOP DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ACTION TO REMEDY SUCH CONDITIONS AND TO PREVENT DAMAGE TO ADJACENT PROPERTIES AS A RESULT OF INCREASED RUNOFF AND/OR SEDIMENT DISPLACEMENT. STOCKPILES OF WOOD CHIPS, HAY BALES, CRUSHED STONE AND OTHER MULCHES SHALL BE HELD IN READINESS TO DEAL IMMEDIATELY WITH EMERGENCY PROBLEMS OF

EROSION.

21. THE CONTRACTOR IS ADVISED TO BECOME THOROUGHLY FAMILIAR WITH THE PROVISIONS OF THE APPENDIX 64, EROSION CONTROL RULES AND REGULATIONS, TITLE 25, PART 1, DEPARTMENT OF ENVIRONMENTAL PROTECTION, SUBPART C, PROTECTION OF NATURAL RESOURCES, ARTICLE , WATER RESOURCES, CHAPTER 103, EROSION

CONTROL.

22. A COPY OF THIS EROSION AND SEDIMENTATION CONTROL REPORT AND PLANS MUST BE POSTED AT THE

CONSTRUCTION SITE.

23. STORMWATER INLETS, WHICH DO NOT DISCHARGE TO SEDIMENT TRAPS OR BASINS, MUST BE PROTECTED UNTIL THE

TRIBUTARY AREAS ARE STABILIZED.

24. SEDIMENT MUST BE REMOVED FROM INLET PROTECTION AFTER EACH STORM EVENT.

25. STOCKPILE HEIGHTS MUST NOT EXCEED 35'. STOCKPILE SLOPES MUST BE 2:1 OR FLATTER.

26. DIVERSION CHANNELS, SEDIMENTATION BASINS, SEDIMENT TRAPS, AND STOCKPILES MUST BE STABILIZED

IMMEDIATELY.

27. HAY AND STRAW MULCH MUST BE APPLIED AT RATES OF AT LEAST 3.0 TONS PER ACRE.

28. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A MINIMUM OF 70% UNIFORM PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING OR

OTHER MOVEMENTS.

29. 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.

30. AT LEAST 7 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, THE OPERATOR SHALL INVITE ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES, THE LANDOWNER, ALL APPROPRIATE MUNICIPAL OFFICIALS, THE EROSION AND SEDIMENTATION CONTROL PLAN PREPARER, AND A REPRESENTATIVE OF THE COUNTY CONSERVATION DISTRICT TO SCHEDULE AN ON-SITE PRE-CONSTRUCTION MEETING. ALSO, AT LEAST 3 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE PENNSYLVANIA ONE CALL SYSTEM INC. AT 1-800-242-1776 FOR BURIED UTILITIES LOCATION.

31. BEFORE IMPLEMENTING ANY REVISIONS TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN OR REVISIONS TO OTHER PLANS WHICH MAY AFFECT THE EFFECTIVENESS OF THE APPROVED E&S CONTROL PLAN, THE OPERATOR

MUST RECEIVE APPROVAL OF THE REVISIONS FROM THE COUNTY CONSERVATION DISTRICT.

32. THE OPERATOR SHALL REMOVE FROM THE SITE, RECYCLE OR DISPOSE OF ALL BUILDING MATERIALS AND WASTES IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA CODE 260.1 ET SEQ.

271.1 E. SEQ. AND 287.1 ET SEQ.

33. BEFORE DISPOSING OF SOIL OR RECEIVING BORROW FOR THE SITE, THE OPERATOR MUST ASSURE THAT EACH SPOIL OR BORROW AREA HAS AN EROSION AND SEDIMENT CONTROL PLAN APPROVED BY THE COUNTY CONSERVATION DISTRICT, AND WHICH IS BEING IMPLEMENTED AND MAINTAINED ACCORDING TO CHAPTER 102 REGULATIONS. THE OPERATOR SHALL ALSO NOTIFY THE COUNTY CONSERVATION DISTRICT IN WRITING OF ALL

RECEIVING SPOIL AND BORROW AREAS WHEN THEY HAVE BEEN IDENTIFIED.

34. THE CONTRACTOR SHALL PROVIDE INLET PROTECTION DOWN SIDE STREETS WHERE THE POTENTIAL OF RUNOFF

FROM THE WORK AREA EXISTS.

35. ALL INLETS AS SHOWN WITH TYPE 1 OR TYPE 2 INLET PROTECTION ARE WITHIN THE HALF ACRE DRAINAGE

REQUIREMENT.

EROSION AND SEDIMENT POLLUTION CONTROL GENERAL NOTES SEQUENCE OF CONSTRUCTION

MATERIAL MANAGEMENT AND EROSION & SEDIMENT CONTROL GENERAL APPROACH

UTILITY CONSTRUCTION WILL OCCUR PRIMARILY WITHIN THE EXISTING ROADWAY CORRIDOR. TO MINIMIZE THE EXTENT AND DURATION OF EXPOSED SOIL, EXCAVATED MATERIAL WILL BE LOADED DIRECTLY INTO TRUCKS OR CONTAINERS

AND REMOVED FROM THE WORK AREA TO THE MAXIMUM EXTENT PRACTICABLE.

CONSTRUCTION WILL BE PERFORMED IN A PHASED MANNER WITH OPEN TRENCH LENGTHS MINIMIZED AND DISTURBED

AREAS STABILIZED AS WORK PROGRESSES.

TEMPORARY STOCKPILES, WHEN NECESSARY, SHALL BE LIMITED IN SIZE AND DURATION AND PROTECTED WITH APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES. STORM DRAINAGE INLETS WITHIN OR ADJACENT TO ACTIVE WORK AREAS SHALL BE PROTECTED, AND ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAINTAINED

UNTIL FINAL STABILIZATION IS ACHIEVED.

SEQUENCE OF CONSTRUCTION

1. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN, INCLUDING ALL APPROVED REVISIONS, ON-SITE AND AVAILABLE FOR REVIEW AT ALL TIMES DURING EARTH

DISTURBANCE AND CONSTRUCTION ACTIVITIES.

2. INSTALL ALL INITIAL TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THE DRAWINGS, INCLUDING REQUIRED INLET PROTECTION DEVICES, PRIOR TO COMMENCING EARTH DISTURBANCE ACTIVITIES.

ADDITIONAL BMPS, INCLUDING FILTER SOCKS, FILTER BERMS, OR OTHER APPROVED CONTROLS, SHALL BE INSTALLED AS NECESSARY TO ADDRESS FIELD CONDITIONS. MAINTAIN ALL BMPS THROUGHOUT CONSTRUCTION

UNTIL FINAL STABILIZATION IS ACHIEVED.

3. CONSTRUCTION SHALL BE PERFORMED IN A PHASED MANNER TO MINIMIZE THE EXTENT AND DURATION OF

DISTURBED AREAS.

4. SAW CUT PAVEMENT AS NECESSARY TO CONSTRUCT THE MAIN, BUT NO DISTURBANCE IS TO EXCEED RIGHT-OF-WAY

LIMITS AND NO MORE THAN 5 DAYS IN ADVANCE OF CONSTRUCTION.

5. MINIMIZE OPEN TRENCH LENGTH. EXCAVATION SHALL BE LIMITED TO THE AMOUNT OF PIPE THAT CAN BE INSTALLED

AND STABILIZED WITHIN THE SAME WORK DAY.

6. INSTALL THE PROPOSED UTILITY PIPELINE AND ASSOCIATED APPURTENANCES. COMPLETE ALL REQUIRED BEDDING, JOINTING, AND RELATED WORK AS SPECIFIED.

7. EXCAVATED MATERIAL SHALL BE LOADED DIRECTLY INTO TRUCKS OR CONTAINERS TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE STOCKPILING, REDUCE MATERIAL HANDLING, AND LIMIT THE CONSTRUCTION FOOTPRINT.

8. TEMPORARY SOIL AND OTHER STOCKPILES, WHEN NECESSARY, SHALL BE LIMITED IN SIZE AND DURATION AND PROTECTED WITH COMPOST FILTER SOCK, SILT SOCK, FILTER BERMS, OR APPROVED EQUIVALENT CONTROLS.

9. STOCKPILES REMAINING FOR EXTENDED PERIODS OR DURING ADVERSE WEATHER CONDITIONS SHALL BE COVERED

OR OTHERWISE STABILIZED PER REQUIREMENTS.

10. BACKFILL, PLATE, INSTALL…

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