2-2024-0771 2025-10-03 ANTRIM-EXIT 3 CONSTRUCTION SET.pdf

PDF 11 MB Posted Oct 6, 2026

Attached to: Exit 3 South Water Line Extension - Phase I
Solicitation number: US.257181
Issued by: Pennsylvania

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Written by GovTribe AI · Nov 10, 2026

This is a construction drawing set prepared by JHA Companies for the Antrim Township Municipal Authority in Franklin County, Pennsylvania. The project involves the installation of approximately 660 linear feet of 12-inch water main and approximately 200 linear feet of boring under Interstate 81, along with associated appurtenances. The work is designated as Exit 3 South Water Line Extension Phase I, extending from I-81 to Executive Boulevard in Antrim Township. The construction documents include a cover sheet, site plan, and detailed construction specifications for trench work, pipe embedment, backfill procedures, and permanent resurfacing requirements. The preliminary drawings are marked as a client review submittal and include standard construction details addressing bedding specifications, crushed stone requirements, earth backfill procedures, and payment width determinations based on pipe diameter and roadway type.

The drawings contain standard construction specifications with specific requirements for trench excavation, compaction in six-inch layers, and varying resurfacing standards depending on whether work occurs on state highways or other roadway types. Payment widths range from 3.00 to 6.00 feet based on pipe diameter and location. The document includes a disclaimer noting that contractors must perform due diligence to locate underground facilities, communicate with landowners, and conduct field verification prior to construction. Utility location requires three working days' notice during construction and ten working days during design phases per Pennsylvania law, with the Pennsylvania One Call System to be contacted at 844-542-4757 prior to any excavation work.

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Other files

File	Type	Posted
1-Contract Specifications.pdf	PDF	Oct 6, 2026
4-Addendum No. 1.pdf	PDF	Oct 6, 2026
5-Addendum No. 2.pdf	PDF	Oct 6, 2026
6-20261022 Bid Results-ATMA Exit 3 South Phase 1.pdf	PDF	Oct 6, 2026
3-2024-0771 2025-10-03 ANTRIM-EXIT 3 ES SET.pdf	PDF	Oct 6, 2026

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3939 BIRNEY AVENUE

MOOSIC, PA 18507

AS NOTED PF

JAK

2024-07-03

2024-0771

CALL BEFORE YOU DIG!

844-542-4757

DRAFT PLAN

DISCLAIMER:

MD NY OH PA VA WV

www.jhacompanies.com

EXIT 3 SOUTH WATER LINE EXTENSION

FOR

ATMA

LOCATED IN

ANTRIM TWP, FRANKLIN COUNTY,

PENNSYLVANIA

C-0.00

EXIT 3 SOUTH WATER LINE EXTENSION PHASE I

I-81 TO EXECUTIVE BLVD.

ANTRIM TOWNSHIP MUNICIPAL AUTHORITY

10655 ANTRIM CHURCH RD. PO BOX 130

GREENCASTLE, PA 17225

PREPARED BY

466 S. MAIN STREET

MONTROSE, PA 18801

SHEET INDEX

SHEET C-0.00 - COVER SHEET

SHEET C-7.01 - CONSTRUCTION DETAILS

SHEET C-7.02 - CONSTRUCTION DETAILS

SHEET C-1.01 - SITE PLAN

M i l n o r

R d

P e n s i n g e r

R d

SITE

EXIT 3

AutoCAD SHX Text THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF JHA COMPANIES

AutoCAD SHX Text

NO.

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

PROJECT ID:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DESIGN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text SHEET No.

AutoCAD SHX Text PENNSYLVANIA LAW REQUIRES: 3 WORKING DAYS NOTICE FOR CONSTRUCTION PHASE AND 10 WORKING DAYS IN DESIGN STATE - STOP CALL Pennsylvania One Call System, Inc

AutoCAD SHX Text

SERIAL NO.

AutoCAD SHX Text THESE DRAWINGS HAVE BEEN PROVIDED AS A TOOL TO ASSIST THE CONTRACTOR IN CONSTRUCTING THE PROPOSED PROJECT. JHA COMPANIES AND THE OWNER HAVE MADE REASONABLE EFFORTS TO PROVIDE THIS INFORMATION AND VERIFY ITS ACCURACY: HOWEVER, THE CONTRACTOR SHALL NOT RELY SOLELY ON THE INFORMATION PROVIDED. RECORDS MAPS, TAX PARCEL MAPS AND AVAILABLE UTILITY RECORD PLANS HAVE BEEN USED TO CREATE THESE PLANS. EXISTING UTILITY AND TOPOGRAPHIC INFORMATION SHOULD BE FIELD VERIFIED PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. JHA COMPANIES AND THE OWNER RECOMMENDS THAT THE CONTRACTOR PERFORM THEIR OWN DUE DILIGENCE TO DETERMINE THE LOCATION OF ALL UNDERGROUND FACILITIES, INCLUDING THE APPROPRIATE ONE-CALL AS WELL AS COMMUNICATE WITH LANDOWNERS TO LOCATE ALL UNDERGROUND FACILITIES PRIOR TO THE START OF THE PROJECT CONSTRUCTION. JHA COMPANIES AND THE OWNER MAKE NO WARRANTY REGARDING THE COMPLETENESS OR ACCURACY OF THE INFORMATION INCLUDED IN THESE PROJECT PLANS.

AutoCAD SHX Text

PRELIMINARY SUBMITTAL FOR CLIENT REVIEW.

``A''

PAYMENT WIDTH

AND REFILLED WITH CRUSHED STONE OR GRAVEL

UNSTABLE MATERIAL SHALL BE EXCAVATED

6" OR 8" LAYERS MECHANICALLY TAMPED.

IN ANY DIMENSION. MATERIALS TO BE PLACED IN

VOLUME OF STONES NOR ANY LARGER THAN 6"

EARTH CONTAINING NOT MORE THAN 20% BY

1'-0" MIN. INITIAL BACKFILL WITH CLEAN EARTH,

TRENCH BACKFILL SHALL REPLACE CLEAN EARTH

COMPACTED, EXCEPT IN ROCK WHERE SELECT

TO BE PAID FOR UNDER CRUSHED STONE

AS REQUIRED.

FROM ROAD EDGE

OPEN FIELDS OR 3'

HAUNCHING

EXISTING SURFACE

IN 6" LAYERS AND WELL

1'-0" MIN. CLEAN EARTH

COMPACTED

3'-0" FROM ROAD OR SHOULDER EDGE)

(NOT REQ'D. IF SIDE OF TRENCH IS MORE THAN

SELECT GRANULAR MATERIAL-ENTIRE DEPTH

HIGHWAYS, OR TRENCH SEDIMENTATION

RESURFACING FOR OTHER THAN STATE

VARIES WITH TYPE OF ROADWAY, SEE

PIPE EMBEDMENT, AASHTO NO.8 (IB) CRUSHED

STONE OR GRAVEL, WELL COMPACTED (COST TO

BE INCLUDED IN UNIT PRICE OF PIPE IN PLACE)

6" M

BEDDING; 6" MIN. OR D/4

SPRINGLINE OF PIPE

STATE HIGHWAY

EXISTING PAVEMENT

RESURFACING AS REQUIRED

EARTH BACKFILL TO BE MOUNDED IN OPEN FIELDS ONLY

TRENCH BOX

IN OPEN FIELDS: 6" MIN. CLEAN EARTH WELL COMPACTED.

STATE HIGHWAYS OR TRENCH SEDIMENTATION RESURFACING

SEE PERMANENT RESURFACING FOR STREETS OTHER THAN

TRENCH BOX SHALL BE USED

ON ALL TRENCHES IN EXCESS

OF 4' DEPTH

AND TOWNSHIP/BOROUGH ROADS

SELECT GRANULAR

MATERIAL

CONCRETE CRADLE

ENCASEMENT

CRUSHED STONE

ACTUAL PAYMENT WIDTHS TO BE DETERMINED IN FIELD.

WIDTHS SHOWN HERE REPRESENT

MAXIMUM PAYMENT WIDTHS.

PIPE DIAMETER

6 & UNDER

8-12

INCHES FEET

3.00 4.00

``A''

STATE HIGHWAYS

& STATE HIGHWAYS

STREETS OTHER THAN

FEET

5.00 6.00

PERMANENT

RESURFACING

``B''

EX. BASE

COURSE

1'-0" BASE COURSE

EXISTING AGGREGATE

PERMANENT

TRENCH WIDTH

``A''

``B''

1'-0"

EX. BIT. SURFACE

5" MIN. DEPTH SUPERPAVE ASPHALT

MIXTURE DESIGN, HMA BASE COURSE,

PG 64-22, 0.3 TO <3.0 MILLION ESALS,

25mm MIX

"A" "A"

4' C

8' C

"A" "A"

"B"

"A"

D.I.C.L. BEND BEND BEND BEND

11 1/4° 22 1/2° 45° 90°

4" 1' 2' 4' 10' 6" 2' 3' 6' 14' 8" 2' 4' 8' 18'

10" 3' 5' 9' 21' 12" 3' 5' 11' 25' 16" 4' 7' 14' 32'

HORIZONTAL BENDS D.I.C.L. "A" "B" "A" "B"

22 1/2° BEND 45° BEND

4" 4' 1' 9' 3' 6" 6' 2' 12' 3' 8" 8' 2' 16' 4' 10" 9' 3' 19' 5' 12" 11' 3' 22' 6' 16" 14' 4' 28' 7'

VERTICAL BENDS

D.I.C.L. "A" D.I.C.L. "A" 6"X4" 15' 12"X6" 39' 8"X4" 27' 12"X8" 28' 8"X6" 16' 12"X10" 16'

10"X4" 37' 16"X4" 63' 10"X6" 28' 16"X6" 57' 10"X8" 15' 16"X8" 50'

REDUCERS

12"X4" 46' 16"X10" 41'

16"X12" 29'

D.I.C.L. "A" 4" 20' 6" 29' 8" 38'

10" 45' 12" 53' 16" 68'

DEAD ENDS

FIELD LOK

MEGALUG

FIELD LOK

MEGALUG

FIELD LOK

MEGALUG

FIELD LOK MEGALUG

PLUG

1. SCHEDULES INDICATE THE

DISTANCE OF PIPE LENGTHS TO

BE RESTRAINED ON EACH SIDE

OF FITTING.

2. FOR CONDITIONS OTHER THAN

THOSE PRESENTED ON THESE

NOTE:

TABLES, CONSULT ENGINEER.

"A" DIMENSION

GROUND LINE

CURB STOP

CONCRETE

MAINS LESS THAN 4'

SADDLE REQUIRED FOR

PAVED ROADWAY

CORPORATION

STOP

WATER

MAIN

NOTE:

CURB

TYPE K COPPER HOUSE

(SNAKE IN TRENCH)

SERVICE LINE

CURB

BLOCK

1 1/2" SCH.40 PVC PIPE,

MAY REMAIN IN CURB

BOX OR BE REMOVED

AFTER BACKFILLING IS

COMPLETED, AS PER

OWNERS REQUEST. DO

NOT GLUE INTO

EVR-STRATE FITTING.

EACH SIDE

MANUFACTURED BY

CAS-ER-MIK CORP.

YORK SPRINGS, PA

EVR-STRATE FITTING, OR EQUAL

CUT PIPE AS REQ'D

CENTER ADJUSTABLE CURB VALVE

BOX OVER OPERATING NUT OF

VALVE. SET PLUMB AND FLUSH WITH

FINISHED SURFACE. REST BOX AND

CURB BOX LOCK FITTING ON STONE BEDDING,

OR CONCRETE BLOCK.

TRENCH WIDTH

EX. BASE

COURSE 1'-0"

SELECT GRANULAR MATERIAL

``A'' 1'-0"

9" MIN. DEPTH SUPERPAVE ASPHALT

MIXTURE DESIGN, HMA BASE COURSE,

PG 64-22, 0.3 TO <3.0 MILLION ESALS,

25 mm MIX EX. SURFACE

COURSE

TRENCH WIDTH

``A''

SELECT GRANULAR MATERIAL

EX. BASE

COURSE

SURFACE

EX. BIT.

2" MIN. DEPTH COMPACTED GRAVEL.

ALL COST TO BE INCLUDED IN CONTRACT UNIT COST OF PIPE

INSTALLED.

4' -6

" M

. C O

NOT DIRECTLY ON VALVE.TRENCH

BLOCK W/MEGALUG

RETAINER GLAND

TEE

HYDRANT

JOINT NON-RISING

STEM GATE VALVE

6" MECHANICAL

CONCRETE

WEDGES

M.J. FITTINGS

LENGTH AS REQUIRED

FIELD LOK RETAINER

FIRE HYDRANT ASSEMBLY PAY ITEM

GASKET SYSTEM AS REQ'D

EMBEDMENT

STONE

6" D.I.C.L.

PIPE

EDGE OF

CAST ON IT

W/WORD WATER

C.I. COVER AS REQUIRED

ADJUSTABLE VALVE BOX,

CENTER OVER OPERATING NUT

OF VALVE. SET PLUMB AND

FLUSH WITH FINISHED SURFACE.

REST BOX ON STONE BEDDING,

TRENCH

BLOCK

M.J. FITTINGS

W/MEGALUGS

CONCRETE

WEDGES

EDGE OF

BURY LINE

HYDRANT

TO BE PLUMB

R-O-W

LINE

10' MIN.

WATER PIPE TO BE CENTERED SO

THAT THE JOINTS ARE AN EQUAL

DISTANCE FROM THE SEWER

PROP. WATER MAIN

WHERE CONDITIONS PREVENT A SEPARATION

OF 10' THE WATER MAIN SHALL BE LAID

ON AN UNDISTURBED SHELF THAT IS AT

LEAST 18" ABOVE THE TOP OF THE SEWER.

OR DRAIN

EXIST. SEWER

PROP. WATER

MAIN

18"

MIN. MIN.

18"

NOTE:

10' MIN.

EXIST. SEWER

OR DRAIN

18"

MIN.

NOTE:

EX. SUBBASE

SAW CUT EXISTING PAVING 1'-0" FROM EDGE OF TRENCH EXCAVATON. REMOVE

TEMPORARY GRAVEL MATERIAL AND TRENCH BACK FILL TO MINIMUM 5" DEPTH

OR DEPTH OF EXISTING PAVING, WHICH EVER IS GREATER. BASE PAVE

EXCAVATED AREA WITH SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE

COURSE, PG 64-22, 0.3 TO <3.0 MILLION ESALS,

SELECT GRANULAR MATERIAL

RETAINER GLAND

MEGALUG

WATER MAIN

WEDGES

CAP

CONCRETE

BLOCKING

WATER

6' -0

" M

7" 5'

-5 " M

(TYP.)

BE AS SPECIFIED

ALL JOINTS SHALL

4"-0" DIA.

STONE

CRUSHED

STEPS AT 12"

ALUMINUM MANHOLE

MANHOLE AND TOP

PRECAST CONCRETE

FRAME AND COVER

STANDARD CAST IRON

UNION

1" BRASS

NIPPLE

WATER MAIN

F.I.P. THREADS

2"BALL

VALVE

AIR & VACUUM VALVE-

CRISPIN MODEL UL-10 AS

MANUFACTURED BY

MULTIPLEX MANUFACTURING

CO. BERWICK, PA. OR EQUAL.

VALVE

LINE

3939 BIRNEY AVENUE

MOOSIC, PA 18507

AS NOTED PF

JAK

2024-07-03

2024-0771

CALL BEFORE YOU DIG!

844-542-4757

DRAFT PLAN

DISCLAIMER:

MD NY OH PA VA WV

www.jhacompanies.com

EXIT 3 SOUTH WATER LINE EXTENSION

FOR

ATMA

LOCATED IN

ANTRIM TWP, FRANKLIN COUNTY,

PENNSYLVANIA

C-7.01

Sheets and Views

C-0.00 COVER SHEET

C-7.01 CONSTRUCTION DETAILS

C-7.02 CONSTRUCTION DETAILS

C-1.01 SITE PLAN

File details come from the government source that posted it. Updated Nov 10, 2026.