1-ESWA RT 33 Crossing Bid Drawings 2026-11-9.pdf

PDF 6 MB Posted Nov 10, 2026

Attached to: Lower Nazareth Water System Improvements – Rt 33 Crossing
Solicitation number: US.261972
Issued by: Pennsylvania

About this file

Written by GovTribe AI · Nov 11, 2026

These are bid drawings for the Lower Nazareth Water System Improvements – RT 33 Crossing project prepared by GFT Infrastructure, Inc. for the Easton Suburban Water Authority in Easton, Pennsylvania. The project consists of constructing approximately 295 linear feet of 16-inch restrained joint ductile iron water main within 30-inch steel encasement pipe, 1,550 linear feet of 16-inch ductile iron water main, 20 linear feet of 12-inch ductile iron water main, and associated water main appurtenances including valves, combination air valves, and manholes. The project also includes incidental work such as seeding and pavement restoration on both PennDOT roadways and township roads. Sealed bids are due online via the Pennbid platform by 10:00 a.m. on December 10, 2026. A pre-bid conference is scheduled for 10:00 a.m. on Thursday, November 19, 2026, via Microsoft Teams; attendance is optional. The drawings indicate two main sections: Water Main STA 63+00 to STA 72+00 and Water Main STA 72+00 to STA 81+01.83, with both sections requiring bore launching and receiving pits, erosion and sediment control measures, and site restoration work.

Each bid must be accompanied by a certified check, bank money order, or bid bond equal to not less than 10 percent of the bid total, payable to the Owner. The project is subject to the Commonwealth of Pennsylvania Steel Products Procurement Act (Act No. 3 of 1978, as amended) and the Pennsylvania Prevailing Wage Act (Act of 1961, P.L. 987, No. 442). All contractors must comply with applicable prevailing wage requirements as outlined in the project manual and non-discrimination statutes and regulations under federal and state law. The drawings note that the contractor is responsible for verifying all existing utility locations before construction begins, with hand excavation required in the vicinity of existing pipes and conduits; any damage to utilities must be repaired by the contractor at no additional cost to the Owner. Field survey information is based on investigations performed by GFT Infrastructure, Inc. in February 2017 and June 2026, with all elevations referenced to U.S.G.S. NAVD 88 datum.

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LOWER NAZARETH WATER SYSTEM IMPROVEMENTS

EASTON SUBURBAN WATER AUTHORITY

EASTON, PENNSYLVANIA

74341

OCTOBER 2026

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CREDIT: U.S. GEOLOGICAL SURVEY

DEPARTMENT OF THE INTERIOR/USGS

U.S. GEOLOGICAL SURVEY

PROJECT

LOCATION

LOCATION MAP

SCALE: 1" = 2000'

-0- 20002000 4000

SHEET No.

DRAWING INDEX

DESCRIPTION

COVER

1 WATER MAIN STA 63+00 TO STA 72+00 SITE RESTORATION PLAN, PLAN AND PROFILE

WATER MAIN STA 72+00 TO STA 81+01.83 SITE RESTORATION PLAN, PLAN AND PROFILE

WATER MAIN STA 63+00 TO STA 72+00 EROSION AND SEDIMENT CONTROL PLAN

WATER MAIN STA 72+00 TO STA 81+01.83 EROSION AND SEDIMENT CONTROL PLAN

CD-1 SITE RESTORATION PLANS NOTES

CD-2 SHEET INDEX MAP FOR EROSION, SEDIMENTATION AND PCSM/RESTORATION PLANS

CD-3 EROSION AND SEDIMENTATION CONTROL DETAILS

CD-4 EROSION AND SEDIMENT CONTROL DETAILS

CD-5 EROSION AND SEDIMENTATION CONTROL NOTES

CD-6 EROSION AND SEDIMENTATION CONTROL NOTES

CD-7 MISCELLANEOUS DETAILS

REACTION BACKING AND MISCELLANEOUS DETAILS

TRENCH, PAVING AND MISCELLANEOUS DETAILS

LIST OF KNOWN UTILITY OWNERS

ADELPHIA GATEWAY, LLC.

214 SHOEMAKER RD

POTTSTOWN, PA 19464

CONTACT: ROY SAUDARG

EMAIL: RSAUDARG@NJRESOURCES.COM

PHONE: 732-403-7622

CITY OF BETHLEHEM

10 E. CHURCH ST.

BETHLEHEM, PA 18018

CONTACT: ROBERT TAYLOR

EMAIL: RTAYLOR@BETHLEHEM-PA.GOV

PHONE: 610-428-0211

COLUMBIA GAS TRANSMISSION

1700 MACCORKLE AVE. SE

CHARLESTON, WV 25314

CONTACT: JOEY EPLING

EMAIL: JOEY_EPLING@TCENERGY.COM

PHONE: 304-357-3468

EASTON SUBURBAN WATER AUTHORITY

3700 HARTLEY AVE.

P.O. BOX 3819

EASTON, PA 18043

CONTACT: OFFICE PERSONNEL

PHONE: 610-258-7181

LOWER NAZARETH TOWNSHIP

623 MUNICIPAL DR.

NAZARETH, PA 18064

CONTACT: BILL KOCHER

EMAIL: BKOCHER@LOWERNAZARETH.COM

PHONE: 610-759-7434 EXT. 1015

G-1 GENERAL NOTES, LEGENDS AND ABBREVIATIONS

RT 33 CROSSING

MECHANICSBURG, PENNSYLVANIA BID DRAWINGS

METROPOLITAN EDISON CO/FIRSTENERGY

341 WHITE POND DR.

AKRON, OH 44320

CONTACT: MELLYSSA ADAMS

EMAIL: MADAMS@FIRSTENERGYCORP.COM

PHONE: 330-252-4013

PALMER TOWNSHIP

3500 HARTLEY AVE.

EASTON, PA 18045

CONTACT: SCOTT KISTLER

EMAIL: SKISTLER@PALMERTWP.COM

PHONE: 610-253-2995 EXT. 1407

SERVICE ELECTRIC CABLE TV, INC.

2260 AVENUE A

LVIP 1

BETHLEHEM, PA 18017

CONTACT: RICH PERICH

EMAIL: RPERICH@SECTV.COM

PHONE: 610-625-8502

UGI

2121 CITY LINE RD.

BETHLEHEM, PA 18017

CONTACT: TIMOTHY STEWARD

EMAIL: TSTEWARD@UGI.COM

PHONE: 484-226-8132

VERIZON PENNSYLVANIA, LLC.

900 RACE ST.

PHILADELPHIA, PA 19107

CONTACT: OFFICE PERSONNEL

EMAIL: 1CALL-VERIZON-PADE@VERIZON.COM

11/9/2026

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PROFESSIONAL

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MICHAEL THOMAS BROWN

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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

FILTER SOCK - DIAMETER

E&S LINE WORK

FS-12 FS-12

RCE ROCK CONSTRUCTION ENTRANCE

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

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

CIVIL SHEET REFERENCE LEGEND

LINE COMPOSITION

C-8

RW RAW WATER

WARG WEDGE ACTION RETAINING GLAND

SECTION No. WHERE SHOWN

SECTION No.

GENERAL NOTES

NEW FACILITES SHOWN WITH HEAVIER AND BOLDER LINE

WORK WITH CALLOUTS IN UPPERCASE LETTERS. EXISTING

FACILITIES SHOWN WITH LIGHT LINE WORK WITH

CALLOUTS IN UPPER AND LOWERCASE LETTERS.

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

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

3. INFORMATION SHOWN HEREIN IS BASED ON FIELD SURVEY PERFORMED BY GFT INFRASTRUCTURE, INC., FEBRUARY 2017 AND JUNE 2026.

4. FROM INVESTIGATIONS AND FIELD SURVEYS, IT IS ASSUMED THAT LOCATIONS OF PHYSICAL CONDITIONS, UTILITIES, ETC., 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 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, UNDERGROUND TRAFFIC LOOPS, 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. 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 THERE TO.

9. 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.

10. THE CONTRACTOR SHALL VERIFY LOCATIONS OF PIPELINE, VALVES AND AIR VALVES WITH ENGINEER

PRIOR TO THEIR INSTALLATION.

11. IN ACCORDANCE WITH PROVISIONS OF ACT NO. 287/187 (AS AMENDED), 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.

12. MAINTAIN MINIMUM 18" VERTICAL SEPARATION BETWEEN TRANSVERSE CROSSING OF WATER MAIN AND

SEWER LINE.

13. 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.

14. CONTRACTOR MUST PROVIDE HIS OWN DUMP AND STORAGE SITES. NO STORAGE OF MATERIALS WILL

BE PERMITTED IN THE ROADWAY.

15. THE CONTRACTOR MUST CLEAN THE ROADWAY AND WORK AREA DAILY.

CIVIL

GENERAL NOTES, LEGENDS

AND ABBREVIATIONS

G-1

IP INLET PROTECTION

LIMIT OF DISTURBANCELOD

PROPOSED ONE FOOT CONTOUR

CONTOUR LINE WORK

PROPOSED FIVE FOOT CONTOUR

FIVE FOOT CONTOUR INTERVAL550

ONE FOOT CONTOUR INTERVAL

NPDES PERMIT BOUNDARY

LIMIT OF DISTURBANCE/NPDES PERMIT BOUNDARY

EROSION CONTROL BLANKET

DATE

DESCRIPTION BY

REVISIONS

DATE

JOB No.

74341

DATE

DESIGNED

CHECKED

CADD

APPROVED

SCALE

APPROVED

No.

OCTOBER 2026

AS NOTED

SHEET No.

MECHANICSBURG, PENNSYLVANIAC GFT INFRASTRUCTURE, INC. 2026

BID DRAWINGS

EASTON SUBURBAN WATER AUTHORITY

EASTON, PENNSYLVANIA

LOWER NAZARETH WATER SYSTEM

IMPROVEMENTS - RT 33 CROSSING

THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF GFT, INC. 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 GANNETT FLEMING, INC. IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE

SEALED DRAWINGS AND THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.

S.F.W. M.T.K.

K.B.Z. M.T.B.

LOD/NPDES

10/2026 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: 20262791707

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DATE

DESCRIPTION BY

REVISIONS

DATE

JOB No.

74341

DATE

DESIGNED

CHECKED

CADD

APPROVED

SCALE

APPROVED

No.

OCTOBER 2026

AS NOTED

SHEET No.

MECHANICSBURG, PENNSYLVANIAC GFT INFRASTRUCTURE, INC. 2026

BID DRAWINGS

EASTON SUBURBAN WATER AUTHORITY

EASTON, PENNSYLVANIA

LOWER NAZARETH WATER SYSTEM

IMPROVEMENTS - RT 33 CROSSING

SEALED DRAWINGS AND THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.

S.F.W. M.T.K.

K.B.Z. M.T.B.

W W

W W W W

SS SS

UGE

UGE UGE

W W W W W W W W W W W

W W

395 395

395395

400 400

395 405

UGE UG

UGE

LOD/NPDES

LOD/NPDESLOD/NPDESLOD/NPDESLOD/NPDESLOD/NPDESLOD/NPDESLOD/NPDESLOD/NPDESLOD/NPDES

LOD/NPDES LOD/NPDES LOD/NPDES LOD/NPDES LOD/NPDES LOD/NPDES LOD/NPDES LOD/NPDES

LOD/NPDES

LOD/NPDES LOD

LOD

63 64 65 66 67

HECKTOWN ROAD (T-438)

PLAN

SCALE: 1" = 30'

-0- 3030 60

16" DI WATER MAIN

SUCTION WATER MAIN

STA 63+00 TO STA 72+00

SITE RESTORATION PLAN, PLAN AND PROFILE

RESTORATION NOTES:

1. ALL E&S BMP'S SHALL BE REMOVED AND DISTURBED

AREAS STABILIZED.

2. A LICENSED PROFESSIONAL OR DESIGNEE SHALL BE

ONSITE DURING CONSTRUCTION TO OBSERVE THE

FOLLOWING CRITICAL RESTORATION STAGE. ALL

DISTURBED AREAS, NOT BEING PAVED, SHALL BE

STABILIZED BY SEEDING AND BLANKETING IN

ACCORDANCE WITH SEEDING REQUIREMENTS.

3. SEE DETAILS AND NOTES SHEET CD-1.

-0- 3030 60

SCALE: HORZ.

VERT.

HORIZONTAL

VERTICAL

PROFILE

1" = 30'-0" 1" = 10'-0"

-0- 1010 20

UbB

UkaB

UudB

SOIL BOUNDARY

(TYP)

SOIL TYPE

(TYP)

ATC

LIN

E SEE SH

EET 2

NPDES PERMIT BOUNDARY

LIMIT OF DISTURBANCE

HECKTOWN ROAD (T-438) (PAVED)

AIR RELEASE

MANHOLE,

SEE DETAIL,

SHEET CD-7

30'±

(TYP.)

16"-11 1/4°

BEND (HORZ.)

N 506338.41 E 2650242.48

16"-22 1/2° BEND

(ROTATE AS REQ'D.)

N 506354.92 E 2650269.20

16"-45°

(ROTATE AS REQ'D)

N 506378.74 E 2650286.17

16"-90° BEND

N 506393.40 E 2650283.71

16"-22.5°

BEND

(ROTATE AS

REQ'D.)

N 506401.58 E 2650332.46

P S

P R

AIR RELEASE

MANHOLE,

SEE DETAIL,

SHEET CD-7

D riv ew ay to Br ow n-

D au b Au to D ea le r

N 506400.00

N 506200.00

LIMIT OF DISTURBANCE

AND NPDES PERMIT

BOUNDARY

EROSION CONTROL

BLANKET

LIMIT OF DISTURBANCE

AND NPDES PERMIT

BOUNDARY

'-8

'-1

10/2026 SHANE AMSLER

BORE LAUNCHING PIT

SHORING FOR 5' X 5'

RECEIVING PIT

PIPE BORING

16" BUTTERFLY VALVE

4'-0" COVER

(TYP)

"-2

2° B

(R O

A S

+3 7.

° B

(H O

R Z.

° B

(R O

A S

+7 3.

SR 8003

RAMP S

(15'-0")

" B

+5 5.

5'-0" COVER

AT AIR VALVE

16" DI WATER MAIN

Existing Grade (Typ.)

30" STEEL

CASING PIPE

(SEE SECTION

SHEET CD-7)

BORE

RECEIVING

PIT

BORE LAUNCHING PIT

℄ Underground Electric Conduit (2'± Cover)

RESTRAINED JOINT PIPE

BORE LENGTH

(43')

/2 ° B

(R O

A S

+4 3.

/4 ° B

(H O

R Z.

717069686766656463 72

440440

HECKTOWN ROAD (T-438)

℄ Existing Water Service

1 E&S/NPDES COMMENT REVISIONS 8/23 S.F.W.

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: 20262791707

16" CAP WITH TEMPORARY

2" BLOW-OFF FOR TESTING

16" BUTTERFLY VALVE

" B

+1 0.

C O

U N

B R

C O

U N

B R

1 1/2" MILL AND OVERLAY

SEE DETAIL, SHEET 5

" C

/ T

2" B

-O

F O

R T

N G

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UGE

UGE UGE UGE UGE UGE UGE

UGE

UGE U

G E

UGE

U G

E U

G E

U G

E U

G E

405 400

400 41

UGE

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

UGE UGE UGE UGE

UGE

U G

LOD

LOD LOD LOD

LOD

LODLOD

76 77

DATE

DESCRIPTION BY

REVISIONS

DATE

JOB No.

74341

DATE

DESIGNED

CHECKED

CADD

APPROVED

SCALE

APPROVED

No.

OCTOBER 2026

AS NOTED

SHEET No.

MECHANICSBURG, PENNSYLVANIAC GFT INFRASTRUCTURE, INC. 2026

BID DRAWINGS

EASTON SUBURBAN WATER AUTHORITY

EASTON, PENNSYLVANIA

LOWER NAZARETH WATER SYSTEM

IMPROVEMENTS - RT 33 CROSSING

SEALED DRAWINGS AND THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.

S.F.W. M.T.K.

K.B.Z. M.T.B.

H : C

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

C \A

C C

D oc s\ G

A_ Pu m p_

St at io n\

Pr oj ec t F ile s\

C iv il\ Pi pe lin e\ Pa rt A\

8- W

dw g D

D : 1

1/ 9/

B Y:

k zi eg

: 1

1/ 9/

HECKTOWN ROAD (T-438)

R O

TE 33 (N

O R

PLAN

SCALE: 1" = 30'

-0- 3030 60

PIPE BORING

16" DI WATER MAIN

SUCTION WATER MAIN

STA 72+00 TO STA 81+05.61

SITE RESTORATION PLAN, PLAN AND PROFILE

RESTORATION NOTES:

1. ALL E&S BMP'S SHALL BE REMOVED

AND DISTURBED AREAS STABILIZED.

2. A LICENSED PROFESSIONAL OR

DESIGNEE SHALL BE ONSITE DURING

CONSTRUCTION TO OBSERVE THE

FOLLOWING CRITICAL RESTORATION

STAGE. ALL DISTURBED AREAS, NOT

BEING PAVED, SHALL BE STABILIZED BY

SEEDING AND BLANKETING IN

ACCORDANCE WITH SEEDING

REQUIREMENTS.

3. SEE DETAILS AND NOTES SHEET CD-1.

UbB

UudB

UbB

SOIL TYPE

(TYP)

SOIL BOUNDARY

(TYP)

R O

TE 33 (SO

BORE LAUNCHING PIT

BORE RECEIVING

PIT

-0- 3030 60

SCALE: HORZ.

VERT.

HORIZONTAL

VERTICAL

PROFILE

1" = 30'-0" 1" = 10'-0"

-0- 1010 20

818079787776757473

MATCH LINE SEE SHEET 1

LIMIT OF DISTURBANCE

NPDES PERMIT BOUNDARY

HECKTOWN ROAD (T-438) (PAVED)

5'-0" COVER

AT AIR VALVE

4'-0" COVER

(TYP)

12" DI Water Main

AIR RELEASE

MANHOLE,

SEE DETAIL,

SHEET CD-7

30'± (TYP.)

GENERAL NOTES:

1. REMOVE EXISTING PIPE AND VALVES BETWEEN

79+76.80 AND 81+01.83. REMOVAL AND PROPOSED

PIPE INSTALLATION TO TAKE PLACE WITHIN 8 HOUR

PRESCHEDULED OUTAGE.

12" SOLID SLEEVE

12" GATE VALVE

16"x12" REDUCER 16"x12"TEE

16" BUTTERFLY

VALVE

12" GATE VALVE

16"-22 1/2° BEND

(ROTATE AS REQ'D.)

16"-45° BEND

(ROTATE AS REQ'D.)

N 506554.58 E 2650838.80

16"-22 1/2°

BEND (HORZ.)

N 506523.03 E 2650484.83

16"-11 1/4°

BEND (HORZ.)

16"-11 1/4°

BEND (VERT.)

N 506528.91 E 2650550.74

HECKTOWN ROAD (T-438)

SR 2042 (BRIDGE)

P T

P U

AIR RELEASE

MANHOLE,

SEE DETAIL,

SHEET CD-7

N 506700.00E 2650500.00 N 506700.00E 2651200.00

P T

NPDES PERMIT BOUNDARY

EROSION CONTROL

BLANKET

EROSION CONTROL

BLANKET

° B

(H O

R Z)

(R O

A S

SR 0033

(NORTH)

(23'-0")

SR 0033

(SOUTH)

(23'-0")

BORE

LAUNCHING

PIT

BORE

RECEIVING

PIT

30" STEEL CASING PIPE

(SEE SECTION, SHEET CD-7)

16" DI WATER MAIN

Existing Grade (Typ.)

+9 8.

3'-0" MIN. COVER

(TYP)

/2 ° B

(H O

R Z.

° B

D (H

O R

BORE LENGTH (250')

+8 7.

℄ Underground Electric Conduit (2'± Cover)

RESTRAINED JOINT PIPE

+3 2.

/2 ° B

(R O

A S

N O

+8 0.

" B

+8 5.

" T

+9 0.

" R

+9 4.

" G

" S O

+0 5.

20'± (TYP.)

1 E&S/NPDES COMMENT REVISIONS 8/23 S.F.W.

/4 ° B

T) (R

S R

+0 0.

10/2026 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: 20262791707

12" SOLID SLEEVE

1 1/2" MILL AND OVERLAY

SEE DETAIL, SHEET XX

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PE056840E

DATE

DESCRIPTION BY

REVISIONS

DATE

JOB No.

74341

DATE

DESIGNED

CHECKED

CADD

APPROVED

SCALE

APPROVED

No.

OCTOBER 2026

AS NOTED

SHEET No.

MECHANICSBURG, PENNSYLVANIAC GFT INFRASTRUCTURE, INC. 2026

BID DRAWINGS

EASTON SUBURBAN WATER AUTHORITY

EASTON, PENNSYLVANIA

LOWER NAZARETH WATER SYSTEM

IMPROVEMENTS - RT 33 CROSSING

SEALED DRAWINGS AND THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.

S.F.W. M.T.K.

K.B.Z. M.T.B.

H : C

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

C \A

C C

D oc s\ G

A_ Pu m p_

St at io n\

Pr oj ec t F ile s\

C iv il\ Pi pe lin e\ Pa rt A\

8- W

dw g D

D : 1

1/ 9/

B Y:

k zi eg

: 1

1/ 9/

SUCTION WATER MAIN

STA 63+00 TO STA 72+00

EROSION AND SEDIMENT CONTROL PLAN

HECKTOWN ROAD (T-438)

RCE

PLAN

SCALE: 1" = 30'

-0- 3030 60

16" DI MAIN

(TYP)

UudB

UbB

UudB

30'±

(TYP)

NPDES PERMIT BOUNDARY

SOIL BOUNDARY

(TYP)

SOIL TYPE

(TYP) 12" COMPOST FILTER

SOCK (TYP)

SEE DETAIL,

SHEET CD-3

ROCK CONSTRUCTION

ENTRANCE, SEE DETAIL,

SHEET CD-3

W W

W W W W

SS SS

UGE

UGE UGE

W W W W W W W W W W W

X X

W W

395 395

395395

400 400

395 405

UGE U

UGE

LOD/NPDES

LOD/NPDESLOD/NPDESLOD/NPDESLOD/NPDESLOD/NPDESLOD/NPDESLOD/NPDESLOD/NPDESLOD/NPDES

LOD/NPDES LOD/NPDES LOD/NPDES LOD/NPDES LOD/NPDES LOD/NPDES LOD/NPDES LOD/NPDES

LOD/NPDES

LOD/NPDES LOD

LOD

63 64 65 66 67

FS-12

ATC

LIN

E SEE SH

EET 4

16"-11 1/4°

BEND (HORZ.)

16"-22 1/2° BEND

(ROTATE AS REQ'D.)

16"-45°

BEND (HORZ.)

16"-90° BEND

16"-45° BEND

(ROTATE AS

REQ'D.)

N 506200.00

D riv ew ay to Br ow n-

D au b Au to D ea le r

EROSION CONTROL

BLANKET, SEE DETAIL

SHEET CD-3

LIMIT OF DISTURBANCE

AND NPDES PERMIT

BOUNDARY

EROSION AND SEDIMENTATION CONTROL NOTES:

1. A LICENSED PROFESSIONAL OR DESIGNEE SHALL BE

ONSITE DURING CONSTRUCTION TO OBSERVE THE

FOLLOWING CRITICAL RESTORATION STAGE. ALL

DISTURBED AREAS, NOT BEING PAVED, SHALL BE

IMMEDIATELY STABILIZED BY SEEDING AND

BLANKETING IN ACCORDANCE WITH SEEDING

REQUIREMENTS.

HECKTOWN ROAD (T-438)

PIPE BORING

P S

P R

AIR RELEASE

MANHOLE,

SEE DETAIL,

SHEET CD-7

16" BUTTERFLY VALVE

BORE LAUNCHING PIT

SHORING

FOR 5' X 5'

RECEIVING

PIT

1 E&S/NPDES COMMENT REVISIONS 8/23 S.F.W.

10/2026 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: 20262791707

C O

U N

B R

C O

U N

B R

1 1/2" MILL AND OVERLAY

SEE DETAIL, SHEET XX

16" BUTTERFLY VALVE

16" CAP WITH TEMPORARY

2" BLOW-OFF FOR TESTING

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PE056840E

WUGE

UGE UGE UGE UGE UGE UGE

UGE

UGE U

G E

U G

UGE

U G

E U

G E

U G

E U

G E

405 400

400 41

UGE

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

UGE UGE UGE UGE

UGE

U G

-2

LOD

LOD LOD LOD

LOD

LODLOD

76 77

H : C

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

C \A

C C

D oc s\ G

A_ Pu m p_

St at io n\

Pr oj ec t F ile s\

C iv il\ Pi pe lin e\ Pa rt A\

8- W

dw g D

D : 1

1/ 9/

B Y:

k zi eg

: 1

1/ 9/

DATE

DESCRIPTION BY

REVISIONS

DATE

JOB No.

74341

DATE

DESIGNED

CHECKED

CADD

APPROVED

SCALE

APPROVED

No.

OCTOBER 2026

AS NOTED

SHEET No.

MECHANICSBURG, PENNSYLVANIAC GFT INFRASTRUCTURE, INC. 2026

BID DRAWINGS

EASTON SUBURBAN WATER AUTHORITY

EASTON, PENNSYLVANIA

LOWER NAZARETH WATER SYSTEM

IMPROVEMENTS - RT 33 CROSSING

SEALED DRAWINGS AND THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.

S.F.W. M.T.K.

K.B.Z. M.T.B.

BORE LAUNCHING

PIT

20'± LOD AND

CONSTRUCTION

ACCESS RD

PLAN

SCALE: 1" = 30'

-0- 3030 60

PIPE BORING

BORE RECEIVING PIT

20' LOD AND

CONSTRUCTION

ACCESS RD

16" DI WATER MAIN

SUCTION WATER MAIN

STA 72+00 TO STA 81+01.83

EROSION AND SEDIMENT CONTROL PLAN

UudB

UbB

NPDES PERMIT BOUNDARYNPDES PERMIT BOUNDARY

SOIL TYPE

(TYP)

SOIL BOUNDARY

(TYP)

STOCKPILE

COMPOST FILTER

SOCK (TYP)

SEE DETAIL,

SHEET CD-3

WEIGHTED SEDIMENT

FILTER TUBE (TYP)

SEE DETAIL,

SHEET CD-4

FILTER BAG (TYP)

SEE DETAIL,

SHEET CD-3

30'-0"

(TYP)

ROCK CONSTRUCTION

ENTRANCE (TYP)

SEE DETAIL,

SHEET CD-3

INLET PROTECTION (FILTER BAG),

SEE DETAIL, SHEET CD-3 (TYP)

R O

TE 33 (N

O R

RCE

R O

TE 33 (SO

MATCH LINE SEE SHEET 3

C O

M M

R K

D R

OW FLO

12" SOLID SLEEVE

12" GATE VALVE

16"x12" REDUCER

16"x12"TEE

16" BUTTERFLY

VALVE

12" GATE VALVE

16"-22 1/2° BEND

(ROTATE AS REQ'D.)

16"-45° BEND

(ROTATE AS REQ'D.)

16"-22 1/2°

BEND (HORZ.)

16"-11 1/4°

BEND (HORZ.)

N 506700.00E

N 506400.00E

EROSION CONTROL BLANKET,

SEE DETAIL, SHEET CD-3

EROSION CONTROL

BLANKET, SEE

DETAIL, SHEET CD-3

WEIGHTED SEDIMENT

FILTER TUBE (TYP)

SEE DETAIL,

SHEET CD-4

STOCKPILE

INLET PROTECTION (FILTER BAG),

SEE DETAIL, SHEET CD-3 (TYP)

EROSION AND SEDIMENTATION CONTROL NOTES:

1. A LICENSED PROFESSIONAL OR DESIGNEE SHALL BE

ONSITE DURING CONSTRUCTION TO OBSERVE THE

FOLLOWING CRITICAL RESTORATION STAGE. ALL

DISTURBED AREAS, NOT BEING PAVED, SHALL BE

IMMEDIATELY STABILIZED BY SEEDING AND

BLANKETING IN ACCORDANCE WITH SEEDING

REQUIREMENTS.

16"-11 1/4°

BEND (VERT.)

16"-22 1/2° BEND

(ROTATE AS REQ'D.)

AIR RELEASE

MANHOLE

P T

P U

HECKTOWN ROAD (T-438)

SR 2042 (BRIDGE)

HECKTOWN ROAD (T-438)

1 E&S/NPDES COMMENT REVISIONS 8/23 S.F.W.

10/2026 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: 20262791707

12" SOLID SLEEVE

1 1/2" MILL AND OVERLAY

SEE DETAIL, SHEET XX

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PE056840E

H : C

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

C \A

C C

D oc s\ G

A_ Pu m p_

St at io n\

Pr oj ec t F ile s\

C iv il\ Pi pe lin e\ Pa rt A\

8- W

dw g D

D : 1

1/ 9/

B Y:

k zi eg

: 1

1/ 9/

DATE

DESCRIPTION BY

REVISIONS

DATE

JOB No.

74341

DATE

DESIGNED

CHECKED

CADD

APPROVED

SCALE

APPROVED

No.

OCTOBER 2026

AS NOTED

SHEET No.

MECHANICSBURG, PENNSYLVANIAC GFT INFRASTRUCTURE, INC. 2026

BID DRAWINGS

EASTON SUBURBAN WATER AUTHORITY

EASTON, PENNSYLVANIA

LOWER NAZARETH WATER SYSTEM

IMPROVEMENTS - RT 33 CROSSING

SEALED DRAWINGS AND THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.

S.F.W. M.T.K.

K.B.Z. M.T.B.

TRENCH, PAVING AND

MISCELLANEOUS DETAILS 5

1'-0" 1'-0"

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 (TYP)

SEE TYPICAL

TRENCH DETAIL

PIPE TRENCH

TOWNSHIP ROAD PAVEMENT REPLACEMENT

(NOT FOR USE IN PENNDOT ROADWAYS)

HECKTOWN ROAD (T-438) EAST OF SR 33 BRIDGE

1'-0"

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 (TYP)

SAW CUT

(TYP.)

5" MIN. SUPERPAVE ASPHALT

MIXTURE DESIGN, BASE

COURSE, PG-64S-22

0.3 TO < 3 MILLION

ESALS 25MM MIX

SEE TYPICAL

TRENCH DETAILEXISTING

BITUMINOUS

PAVEMENT

PIPE TRENCH

HECKTOWN ROAD (T-438) WEST OF SR 33 BRIDGE

AND SR 33 RAMPS SHOULDER PAVEMENT REPLACEMENT

ENTIRE SHOULDER WIDTH

(VARIES)

NO SCALE

EXISTING

GRADE

(MIN.)

** 4" IN EARTH, SEE NOTE 1

8" IN ROCK

1' -0

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

EXISTING

GRADE

TOPSOIL, WHERE

REQ'D. 4" MIN.

SEE NOTE 4

4' -0

" M

. C O

SELECT BACKFILL

SEE NOTE 6

UNDISTURBED EARTH

OR ROCK SUBGRADE

APPROVED

BACKFILL *TA

M P

4" L

E N

TYPICAL TRENCH UNPAVED AREAS

NO SCALE

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.

5. CONTRACTOR SHALL SHORE THE TRENCH IN ACCORDANCE WITH OSHA

REQUIREMENTS AND THE SPECIFICATIONS.

6. SELECT BACKFILL TO CONSIST OF ON-SITE EXCAVATED MATERIAL FREE

OF ROCKS OR SIMILAR HARD OBJECTS LARGER THAN ONE INCH IN ANY

DIRECTION.

7. PERFORM BACKFILL COMPACTION TESTS AS INDICATED IN THE

PROJECT MANUAL.

EXISTING

PAVEMENT

2" HMA

SEE TYPICAL

TRENCH DETAIL

PIPE TRENCH

TEMPORARY PAVEMENT

REPLACEMENT

NO SCALE

*4" REQUIRED IN WINTER MONTHS

** 4" IN EARTH, SEE NOTE 1

8" IN ROCK

1'-0"

1' -0

" PIPE O.D.1'-0"

SR-8003 RECEIVING PIT TRENCH

SEE SHOULDER PAVEMENT

REPLACEMENT DETAILEXISTING

PAVEMENT

SELECT BACKFILL

SEE NOTE 6

UNDISTURBED EARTH

OR ROCK SUBGRADE

" L

E N

NO SCALE

4' -0

" M

. C O

UNDERGROUND

WARNING TAPE

PA.NO.2A

COARSE

AGGREGATE

UNDERGROUND

WARNING TAPE

*PA NO. 2A COURSE AGGREGATE REQUIRED

WITHIN 3' OF EDGE OF SHOULDER

SAW CUT

(TYP.)

EXISTING

BITUMINOUS

PAVEMENT

SEE TYPICAL

TRENCH DETAIL

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

4" MIN. OR MATCH EXISTING

IF GREATER SUPERPAVE

ASPHALT MIXTURE DESIGN,

BASE COURSE, PG 64S-22, <3

MILLION ESALS, 25 MM MIX

PAINT EDGE OF EXISTING

PAVEMENT w/ BITUMINOUS

TACK COAT BEFORE

PAVING. AFTER PAVING

SEAL JOINT BETWEEN

NEW AND EXISTING

PAVEMENT w/ CLASS PG

64S-22 ASPHALT CEMENT.

SR-8003 SHOULDER

PAVEMENT REPLACEMENT

NO SCALE

** 4" IN EARTH, SEE NOTE 1

8" IN ROCK

1'-0"

1' -0

" PIPE O.D.1'-0"

TYPICAL TRENCH PAVED AREAS

SEE PAVEMENT

REPLACEMENT DETAILEXISTING

PAVEMENT

SELECT BACKFILL

SEE NOTE 6

UNDISTURBED EARTH

OR ROCK SUBGRADE

" L

E N

NO SCALE

4' -0

" M

. C O

UNDERGROUND

WARNING TAPE

PA.NO.2A

COARSE

AGGREGATE

S.R. 8003 SEG. 0500/1656

STA. 801+56

TYPICAL PAVEMENT SECTION

NO SCALE

℄ ROAD

15'-0"

9" OGS SUBBASE (1969)

10" REINFORCED CEMENT

CONC. PAMT (1969)

1.9% SLOPE

4'-0" 9'-6"

GUIDERAIL

16" WATER MAIN 30" CASING PIPE

1' CUT BACK

SAW CUT

4' -6

" M

.15'x40' BORE PIT

5'x5' RECEIVING PIT

UNKNOWN

SHOULDER

UNKNOWN

SHOULDER

NOTES:

1. SHOULDER MATERIAL, DEPTH AND

AGE ARE UNKNOWN.

2. CONCRETE PAVEMENT WILL NOT

BE DISTURBED.

7'-6"7'-6"

4" MIN. OR MATCH EXISTING

IF GREATER SUPERPAVE

ASPHALT MIXTURE DESIGN,

BASE COURSE, PG 64S-22, <3

MILLION ESALS, 25 MM MIX

1'-0"

SELECT

BACKFILL

4" TOPSOIL

APPROVED

BACKFILL

SELECT

BACKFILL

PA.NO.2A

COARSE

AGGREGATE

1'-0"

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

HYDRANT DETAIL

NO SCALEAIR VALVE MANHOLE DETAIL

NO SCALE

TYPICAL CONNECTION

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 BACKFILLUNDISTURBED 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.

NEENAH R-1773-A MANHOLE FRAME

AND VENTED COVER OR

APPROVED EQUAL w/ 2-1" DIA.

FACTORY DRILLED HOLES

PRECAST GRADE RINGS

MANHOLE STEP DROP

FRONT

PRECAST REINFORCED CONCRETE

MANHOLE, 4'-0" I.D. w/ HS25 WHEEL

WATER MAIN

3" MIN.

FILL w/ BEDDING MATERIAL

CONCRETE BASE

(15"x15")

NOTE:

INSTALL AS HIGH AS PRACTICAL IN MANHOLE

TO AVOID SEASONAL HIGH WATER TABLES.

COARSE AGGREGATE

BEDDING MATERIAL

UNDISTURBED EARTH

OR ROCK SUBGRADE

MJ TEE w/ 6" OUTLET

MJ PLUG

W/ 2" NPT

TAP

2" BALL VALVE

BRASS PIPE

2" AIR VALVE

SEE NOTE

5 1/4" (MIN.)

1'-0"

(TYP.)

2'-0"

BRASS

NIPPLE

5' -0

" M

25" DIA. X 1/8" ALUMINUM COVER W/

OFFSET LIFT HANDLES

FINISHED GRADE

NEW PIPE-BEGIN w/ BELL END

INSTALLED OVER PREPARED END

OF EXISTING PIPE

EXISTING WATER MAIN

CUT EXISTING MAIN

SQUARE AND BEVEL

END

6"2"

1' -1

3/4" RADIUS

1/4" RADIUS FINISHED

GRADE

BITUMINOUS

SURFACE OR

CONCRETE

CONCRETE CURB SECTION

NO SCALE

ASPHALT

CEMENT

1. INSTALL AS HIGH AS PRACTICAL IN MANHOLE TO AVOID SEASONAL HIGH WATER

TABLE.

2. MANHOLE FRAME TO BE BOLTED IN PLACE WITH TWO 3/4" DIA BOLTS AND FLAT

WASHERS.

3. FINISHED GRADE SHALL BE FLUSH WITH TOP OF COVER ON MANHOLE FRAME

AND COVER UNLESS OTHERWISE NOTED.

4. MANHOLE FRAME AND COVER: GRAY IRON CASTINGS CONFORMING TO ASTM A48,

CLASS 35B. PROVIDE CASTINGS OF UNIFORM QUALITY, FREE FROM BLOWHOLES,

POROSITY, HARD SPOTS, SHRINKAGE DISTORTION OR OTHER DEFECTS. FRAME

AND COVER DESIGN AND DIMENSIONS AS INDICATED ON DRAWINGS. PROVIDE

CASTING DESIGNED FOR AASHTO HS25 LOADING.

A. FINISH: BEARING SURFACES MACHINED TO PREVENT ROCKING AND RATTLING.

B. IDENTIFICATION: CAST THE WORD WATER INTEGRALLY ON COVER IN 2 INCH

SIZE RAISED LETTERS.

C. FRAME HOLD-DOWN BOLTS: ASTM A307.

AIR VALVE MANHOLE NOTES:

NOTE:

1. CURB TO BE CONSTRUCTED

WITH CLASS "A" CONCRETE

WITH CONTRACTION JOINTS

SPACED AT 16'-0" MAXIMUM.

CURB TO COMPLY WITH

LOWER NAZARETH

TOWNSHIP STANDARDS

CURB AND SIDEWALK

STANDARDS.

7" REVEAL (LOCAL ROAD)

8" REVEAL (COLLECTOR ROAD)

SECTION

6' -6

EXISTING

ROADWAY

PAVING

SUBGRADE STEEL CASING PIPE INSTALL BY BORING

& JACKING, SEAL ENDS WITH BRICK AND

MORTAR, SEE PLANS FOR SIZES

MIN WALL THICKNESS ≈ 0.500"

CASING SPACERS

(3 MIN PER PIPE

LENGTH)

CARRIER PIPE

NOTES:

1. FOR 30" OR GREATER CASING PIPE, PROVIDE 3 COUPLINGS (1 1/2" MIN)

EQUALLY SPACED AROUND CASING PIPE AT 10' INTERVALS (LONGITUDINAL)

TO PUMP GROUT INTO SPACE BETWEEN CASING PIPE AND EXISTING SOIL.

4' -6

S R

BORE

NO SCALE

2.5" SUPERPAVE ASPHALT

MIXTURE DESIGN, BINDER

COURSE, PG-64S-22

0.3 TO < 3 MILLION

ESALS 19MM MIX

1.5" MILL AND OVERLAY

SUPERPAVE ASPHALT

MIXTURE DESIGN, WEARING

COURSE, PG-64S-22

0.3 TO < 3 MILLION

ESALS 9.5MM MIX SRL-H

EXISTING

BITUMINOUS

PAVEMENT

SAW CUT

(TYP.)

5" MIN. SUPERPAVE ASPHALT

MIXTURE DESIGN, BASE

COURSE, PG-64S-22

0.3 TO < 3 MILLION

ESALS 25MM MIX

2.5" SUPERPAVE ASPHALT

MIXTURE DESIGN, BINDER

COURSE, PG-64S-22

0.3 TO < 3 MILLION

ESALS 19MM MIX

1.5" MILL AND OVERLAY

SUPERPAVE ASPHALT

MIXTURE DESIGN, WEARING

COURSE, PG-64S-22

0.3 TO < 3 MILLION

ESALS 9.5MM MIX SRL-H

OVERLAY

PAVING NOTCH

OVERLAY TRANSISTIONS

PLAN VIEW

TANGENT SECTION

NO SCALE

ORIGINAL

PAVEMENT

ORIGINAL

PAVEMENT

NOTES:

1. USE HIGHER APPROPRIATE CRITERIA IF A CROSS STREET HAS A FUNCTIONAL

CLASSIFICATION OF COLLECTORS AND LOCAL ROADS OR HIGHER.

2. USE 85TH PERCENTILE SPEED, IF AVAILABLE. OTHERWISE, USE THE POSTED

SPEED.

3. PLACE EDGE FLUSH WITH EXISTING PAVEMENT AND SEAL AS SPECIFIED IN

PUBLICATION 408, SECTION 409.3(K)3.

4. CONSTRUCT FLEXIBLE BASE REPLACEMENT IN ACCORDANCE WITH THE

REQUIREMENTS OF PUBLICATION 408, SECTION 316.

5. PREPARE EXPOSED VERTICAL AND HORIZONTAL SURFACES AS PER

PUBLICATION 408, SECTION 409.3(K).

6. FOR NON-OVERLAY APPLICATIONS, THE TOP 1 1/2" OF BASE REPLACEMENT

WILL BE SUPERPAVE WEARING COURSE.

7. FOR RESTORATION OR RIGID PAVEMENT, REFER TO PUBLICATION 408,

SECTION 516 AND RC-26M.

8. FOR SUPERPAVE BASE REPLACEMENT, SAW CUTTING, EXCAVATION, HAULING

AND DISPOSAL, BITUMINOUS TACK COAT, BITUMINOUS MATERIAL, AND

SEALING OF THE JOINTS ARE CONSIDERED AS INCIDENTAL.

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PE056840E

AutoCAD SHX Text

MICHAEL THOMAS BROWN

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A_ Pu m p_

St at io n\

Pr oj ec t F ile s\

C iv il\ Pi pe lin e\ Pa rt A\

8- W

dw g D

D : 1

1/ 9/

B Y:

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: 1

1/ 9/

DATE

DESCRIPTION BY

REVISIONS

DATE

JOB No.

74341

DATE

DESIGNED

CHECKED

CADD

APPROVED

SCALE

APPROVED

No.

OCTOBER 2026

AS NOTED

SHEET No.

MECHANICSBURG, PENNSYLVANIAC GFT INFRASTRUCTURE, INC. 2026

BID DRAWINGS

EASTON SUBURBAN WATER AUTHORITY

EASTON, PENNSYLVANIA

LOWER NAZARETH WATER SYSTEM

IMPROVEMENTS - RT 33 CROSSING

SEALED DRAWINGS AND THE ELECTRONIC FILES, THE SEALED DRAWINGS WILL GOVERN.

S.F.W. M.T.K.

K.B.Z. M.T.B.

REACTION BACKING AND

MISCELLANEOUS DETAILS 6

90° BEND

UNDISTURBED

EARTH

UNDISTURBED

EARTH45° BEND

UNDISTURBED

EARTH

22 1/2° BEND

UNDISTURBED

EARTH

11 1/4° BEND

UNDISTURBED EARTH

OR ROCK SUBGRADE RESTRAINED PLUG

E x

PIPE

O.D.+6"

1 FULL

LENGTH

3 LAYERS OF

ASPHALT BUILDING

PAPER

FITTING

F/2

NO SCALE

BEDDING

DEPTH

+1'-0"

#6@12

NO SCALE

CONCRETE

BLOCK

CONCRETE

BLOCK

CONCRETE

BLOCK

#5@12

1'-6"

#5@12

CONCRETE

BLOCK

CONCRETE

BLOCK

CONCRETE

BLOCK

FOSTER ADAPTOR

(TYP.)

CONCRETE

BLOCK

CONCRETE

BLOCK

M.J. FITTING

#6@12 M.J. FITTING

UNDISTURBED EARTH

REDUCER

PIPE O.D.

1'-0"

CONCRETE

BLOCK

CONCRETE

BLOCK

UNDISTURBED EARTH

CONCRETE

BLOCK

UNDISTURBED EARTH

NOTE: TAPPING SLEEVE AND

VALVE TO HAVE SAME RESTRAINT

AS TEE

SEE NOTE

GATE VALVE OR

BUTTERFLY VALVE

(TYP.)

TRENCH WIDTH + 6"

#4 (TYP.)

1-6"

UNDISTURBED EARTH

OR ROCK SUBGRADE

SPOOL

PIECE

EXISTING WATER

MAIN TO BE

REMOVED

3" 10'-0"±

MIN.

#6 @ 12

SUBGRADE

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

2' -0

-0

EXISTING

MAIN

NO SCALE

CONCRETE ANCHOR

BLOCK, SEE NOTE 1

CONCRETE ANCHOR

BLOCK

UNDISTURBED EARTH

OR ROCK SUBGRADE

SOCKET CLAMP AND SOCKET

CLAMP WASHERS, FIG. 595 &

594 BY GRINNELL (TYP.)

COUPLING

FITTING

REDUCER

3. ALL CONCRETE SHALL BE HIGH EARLY STRENGTH.

FOLLOWER GLANDS INSTALLED TO MANUFACTURERS SPECIFICATIONS.

ALL FITTINGS SHALL BE MECHANICAL JOINT AND SHALL HAVE WEDGE ACTION

PRESSURES AS INDICATED.

BEARING CAPACITY OF 2000 POUNDS PER SQUARE FOOT AND TEST

REACTION BACKING DIMENSIONS HAVE BEEN CALCULATED USING A SOIL

E 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"

TO MIN. OF 0'-6".

USED WHEN CLEARANCES ARE LESS THAN 1'-0"

NOTE: CONCRETE BRIDGE OR CRADLE TO BE

UNDISTURBED SUBGRADE

OR DRAIN

EXISTING UTILITY

OR DRAIN

EXISTING UTILITY

CONCRETE CRADLE

6" MIN.

1'-0"1'-0"

UTILITY OR DRAIN

NEW WATER MAIN

UNDISTURBED SUBGRADE

NO SCALE

120°

NEW WATER MAIN

TRENCH WIDTH

O.D./2 EXISTING

CONCRETE BRIDGE

6" MIN.

1 2

OR DRAIN

UTILITY

EXISTING

CONCRETE BRIDGE

BEDDING MATERIAL

CLASS "A"

TRENCH WIDTH

NEW WATER MAIN

6" MIN.

EXISTING UTILITY

H.E.S. 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.

MECHANICAL

JOINT CAP (TYP.)

1' -0

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.

3' -0

" M

NOTES: ELEVATION

H.E.S. CONCRETE

PLAN

EXISTING WATER

MAIN (TYP.)

UNDISTURBED

EARTH

6"x6"

SOLID

CONCRETE

BRICKS

MECHANICAL

JOINT CAP (TYP.)

H.E.S. CONCRETE

BLOCK

CONCRETE

CRADLE

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

6"x6"

SOLID

CONCRETE

BRICKS

NOTES:

90° BEND 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

SECTION 1

CONCRETE CRADLE AND CONCRETE BRIDGE DETAIL

SECTION 2

CONCRETE ANCHOR BLOCK SHALL BE INSTALLED A MIN. OF 7

DAYS PRIOR TO INSTALLATION OF CONNECTION.

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

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PE056840E

AutoCAD SHX Text

MICHAEL THOMAS BROWN

6" MIN.

File details come from the government source that posted it. Updated Nov 11, 2026.