2-318-57 Agnew Ave IFB Set.pdf

PDF 26 MB Posted Feb 23, 2026

Attached to: Agnew Avenue Waterline Replacement Contract No. 2026-01
Solicitation number: Not on record
Issued by: Beaver County, Pennsylvania

About this file

Written by GovTribe AI · Mar 3, 2026

This is an Invitation for Bid (IFB) document issued by the Creswell Heights Joint Authority in Beaver County, Pennsylvania, for Contract No. 2026-01 concerning the Agnew Avenue Waterline Replacement project. Sealed bids will be received online through the PennBid Program until 10:00 A.M. local time on Monday, March 16, 2026, at which point all bids will become publicly available. The project specifications and plans are available at no cost through the PennBid portal and at the offices of KLH Engineers, Inc., located at 5173 Campbells Run Road, Pittsburgh, Pennsylvania, and at the Creswell Heights Joint Authority office at 3961 Jordan Street, South Heights, Pennsylvania. No bid may be withdrawn for ninety (90) days following the bid opening. All contractors must submit an E-Verify Program Verification in compliance with Pennsylvania's Public Works Employment Verification Act 127 of 2012.

Bidders must submit a certified check or bid bond payable to the Creswell Heights Joint Authority in an amount equal to ten percent (10%) of the total bid amount as surety; failure to submit this surety will result in the bid being deemed nonresponsive and immediately rejected. The successful bidder will be required to provide a performance surety in the amount of one hundred percent (100%) of the contract amount. The Creswell Heights Joint Authority is an equal opportunity employer and reserves the right to award or reject any or all portions of proposals submitted, as well as to waive any informalities in the bidding process if deemed in the best interest of the Authority.

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Other files

File	Type	Posted
3-318-57 2026-01 Addendum No. 1.pdf	PDF	Feb 23, 2026
1-318-57 2026-01 Bid Specs.pdf	PDF	Feb 23, 2026

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Drawing No.

Sheet No.

5173 Campbells Run Road Pittsburgh, PA 15205

Phone: 412.494.0510 Fax: 412.494.0426 info@klhengineers.com

KLH

ENGINEERS, INC

NOTE: IN ACCORDANCE WITH THE PENNSYLVANIA UNDERGROUND UTILITY LINE PROTECTION LAW, ACT 287 OF 1974 AS AMENDED BY ACT 50 OF 2017, THE CONTRACTOR MUST NOTIFY ALL UTILITY COMPANIES PRIOR TO EXCAVATION FOR FIELD LOCATION AND SIZE CONFORMATION. AT LEAST THREE (3) DAYS NOTIFICATION PRIOR TO THE ACTUAL START OF EXCAVATION IS REQUIRED. UTILITIES CAN BE NOTIFIED THROUGH THE PENNSYLVANIA ONE CALL SYSTEM, INC. BY CALLING 1-800-242-1776. THE PENNSYLVANIA ONE CALL DESIGN

SERIAL NUMBER FOR THIS PROJECT IS 20260191222.

BEAVER COUNTY, PENNSYLVANIA

SCALE: 1" = 2000'

COMPANY: PEOPLES NATURAL GAS COMPANY LLC

ADDRESS: 375 N SHORE DR

PITTSBURGH, PA. 15212

CONTACT: TODD COEN

EMAIL: todd.coen@peoples-gas.com

PHONE: 412-258-4415

COMPANY: VERIZON PENNSYLVANIA LLC

CONTACT: OFFICE PERSONNEL

EMAIL: 1Call-Verizon-PADE@verizon.com

COMPANY: DUQUESNE LIGHT COMPANY

ADDRESS: 2645 NEW BEAVER AVE

PITTSBURGH, PA. 15233

CONTACT: KYLIE PARISON

EMAIL: KPARISON@DUQLIGHT.COM

PHONE: 412-393-2927

COMPANY: CABLE PROTECTION SERVICES INC

ADDRESS: PO BOX 4816

MIDLOTHIAN, VA. 23112

CONTACT: DEBBIE KING

EMAIL: debbie_king@cableps.com

PHONE: 804-562-3409

COMPANY: CRESWELL HEIGHTS JOINT AUTHORITY

ADDRESS:

PO BOX 301

SOUTH HEIGHTS, PA. 150810301

CONTACT: OFFICE PERSONNEL

PHONE: 724-375-6155

COMPANY: HOPEWELL TOWNSHIP BEAVER COUNTY

ADDRESS: 1700 CLARK BLVD

ALIQUIPPA, PA. 15001

CONTACT: CHRIS THOMPSON

EMAIL: wpcs@hopewelltwp.com

PHONE: 724-378-4875

PROJECT LOCATION

No part of this document may be reproduced or transmitted in any form, by any means without written permission, except for brief excerpts in reviews or analysis.

TITLE SHEET

INDEX MAP & LEGEND

PLAN & PROFILE

DETAILS

G1 G2 C1 C2

DT1

DT2

of 7

Order No.

CRESWELL HEIGHTS JOINT AUTHORITY

DESCRIPTIONDWG. NO.SHEET NO.

RELEASED FOR BID

FEBRUARY 2026

UTILITIES LIST DRAWING LIST

LOCATION MAP

CONTRACT NO. 2026-01

AGNEW AVENUE WATERLINE REPLACEMENT PROJECT

318-57

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE

AND 10 WORKING DAYS

IN DESIGN STAGE-STOP CALL

1-800-242-1776

ANIA ONE CALL SYSTEM

, INC

STOP -CALL BEFORE YOU D

SERIAL NUMBER

20260191222

DETAILS7 of 7 DT3

AutoCAD SHX Text S:\Active Clients\318 Creswell Heights Joint Authority\318-57 Agnew Water Main Replacement\Dwg\G318-57-001.dwg 2/20/2026 2:37 PM Plotted By: Jason Antitomas 2/20/2026 2:37 PM Plotted By: Jason Antitomas2/20/2026 2:37 PM Plotted By: Jason Antitomas Plotted By: Jason AntitomasJason Antitomas

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EXISTING UNDERGROUND ELECTRIC

EXISTING UNDERGROUND TELEPHONE

LEGEND

PROPOSED SANITARY FLAG

PA DOT INFORMATION

EXISTING SIGN

EXISTING LIGHTPOLE

EXISTING MAILBOX PROPOSED SANITARY MANHOLE

EXISTING WELL

EXISTING 10' CONTOUR

EXISTING 2' CONTOUR

EXISTING PROPERTY LINE

EXISTING MONUMENT

EXISTING IRON PIN

PROPOSED SANITARY SEWER

EXISTING GAS VALVE

EXISTING GASLINE

EXISTING GAS CURB BOX

EXISTING GAS METER

EXISTING GRAVEL PAVING

EXISTING ASPHALT PAVING

EXISTING BUILDING

EXISTING STORM MANHOLE

EXISTING SANITARY MANHOLE

EXISTING EVERGREEN TREE

EXISTING DECIDUOUS TREE

EXISTING WATER CURB BOX

EXISTING WATERLINE

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING HYDRANT

EXISTING GUY WIRE

EXISTING UTILITY POLE

EXISTING WATER METER

EXISTING WATER VALVE

EXISTING HEDGE ROW

EXISTING FENCE LINE

PROPOSED STORM SEWER

PROPOSED STORM FLAG

PROPOSED STORM MANHOLE

PROPOSED STORM INLETS

PROPOSED SANITARY CO

PROPOSED STORM CO

EXISTING SEPTIC TANK

STREET NAMES

EXISTING WATERCOURSE

PROPOSED FORCEMAIN

PROPOSED BUILDING

PROPOSED 10' CONTOUR

PROPOSED 2' CONTOUR

PROPOSED PAVING

PHOTOGRAPH LOCATION

PROPOSED PARKING

PROPOSED GAS VALVE

PROPOSED GASLINE

TEMP. ROAD CROSSING ID

WATER BAR

SUPER SILT FENCE

SOIL BOUNDARY LINE

SOIL IDENTIFICATION SYMBOL

FILTER FABRIC FENCE

LIMIT OF DISTURBANCE

PROPERTY OWNER INDEX (ALT)

EXISTING SANITARY CO

/ OBSERVATION PORT

EXISTING STORM INLETS

COMPOST SOCK

INLET FILTER BAG

EXISTING GUIDE RAIL

Street Name

ROCK CONSTRUCTION ENTRANCE

℄ S.R

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SEG. XXX

OFF. XXXX

Stream

GARAGE

XXX

IFB

CS-12

SS-36

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FF-18

ROCK CHECK DAM RCD

EXISTING GAS LINE MARKER

RCE

EXISTING TOP OF BANK

PROPOSED WATERLINE AIR RELIEF XXX

LOD

PROPOSED WATERLINE

PROPOSED HYDRANT

PROPOSED WATER VALVE

PROPOSED CURB BOX

PROPOSED D.I.M.J. REDUCER

PROPOSED D.I.M.J. 90° BEND

PROPOSED D.I.M.J.45° BEND

PROPOSED D.I.M.J. 22.5° BEND

PROPOSED D.I.M.J. 11.25° BEND

PROPOSED D.I.M.J. TEE

PROPOSED COUPLING

PROPOSED D.I.M.J. CAP

E X

M A

L E

G E

N D

SCALE: 1"=50'

50' 100'050'

D A

C xx x xx x

INDEX MAP

SCALE: 1"=50'

Order No.

D es ig ne d B y:

C he ck ed B y:

A pp ro ve d

B y:

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Drawing No.

Sheet No.

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ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

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EXISTING UTILITY INFORMATION

VERTICAL AND HORIZONTAL LOCATIONS OF ALL UTILITIES AND FACILITIES AS SHOWN ON THE CONTRACT DRAWINGS ARE APPROXIMATE AND ARE BASED ON INFORMATION MADE AVAILABLE TO THE ENGINEER BY THE RESPECTIVE UTILITY COMPANIES. THERE IS NO GUARANTEE OR ASSURANCE BY THE

OWNER OR ENGINEER OF THE ACCURACY, COMPLETENESS OR VALIDITY OF THIS INFORMATION.

THE LIST OF UTILITIES SHOWN ON THE CONTRACT DRAWINGS IS BASED ON INFORMATION OBTAINED

FROM THE PENNSYLVANIA ONE CALL SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

VERIFYING AND /OR UPDATING THE LIST AS APPLICABLE.

THE CONTRACTOR SHALL ESTABLISH EXACT LOCATIONS OF ALL UTILITIES AND FACILITIES IN

ACCORDANCE WITH PENNSYLVANIA ACT 287 (1974) AS AMENDED BY ACT 121 (2008)

EXISTING WATER LEVEL NOTES

ALL EDGE OF WATERWAYS AND WATER LEVEL INDICATIONS AND ELEVATIONS OF WATER REFLECT CONDITIONS PRESENT DURING ACTUAL TIME OF TOPOGRAPHIC AND AERIAL SURVEYS MADE AT VARIOUS TIME PERIODS FOR THIS PROJECT. THEY ARE NOT INTENDED TO REFLECT EXACT EXCEPTED CONDTIONS

DURING BIDDING AND/OR CONSTRUCTION PERIODS OF THIS PROJECT.

ALL CONTRACTORS SHALL BE MADE AWARE THAT ALL CREEKS ARE SUBJECT TO WIDE AND RAPID FLUCTUATIONS IN STREAM FLOWS AND ELEVATIONS. ALL CONTRACTORS SHALL TAKE THIS INTO ACCOUNT IN PREPARATION, SCHEDULING AND COMPLETION OF ALL CONSTRUCTION ACTIVITIES.

TOP OF MANHOLE ELEVATIONS

ELEVATIONS SHOWN REFLECTED IN THE PROFILES FOR PROPOSED TOP ELEVATIONS OF MANHOLES

TO BE ADJUSTED AS NEEDED BY OWNERS REPRESENTATIVE.

DATUM NOTE

ALL AREAS OF THIS PROJECT ARE BASED ON NAD83 PENNSYLVANIA STATE PLANE, SOUTH ZONE, US FOOT

DWG. NO.

AutoCAD SHX Text 6" D.I.

AutoCAD SHX Text 2"

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6" ACP

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6" ACP

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6" ACP

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2 Sty Brick Hse#555

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S:\Active Clients\318 Creswell Heights Joint Authority\318-57 Agnew Water Main Replacement\Dwg\G318-57-002.dwg 2/17/2026 12:30 PM Plotted By: Jason Antitomas 2/17/2026 12:30 PM Plotted By: Jason Antitomas2/17/2026 12:30 PM Plotted By: Jason Antitomas Plotted By: Jason AntitomasJason Antitomas

Agnew Avenue Agnew Avenue

Tr um an D riv e

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0+00 1+002+003+004+005+006+00

LIMIT OF WORK

STA. 0+00

CONTRACTOR SHALL COORDINATE

WITH AUTHORITY FOR SHUT DOWN

OF THE EXISTING WATER LINE AND

CONNECTION OF THE PROPOSED

WATER LINE.

1-6"x6"x6" D.I.M.J. TEE

3-6" GATE VALVE W/BOX & COVER

2-6" TRANSITION COUPLINGS

(FIELD VERIFY O.D. EXISTING 6" ACP)

1-TEMP BLOW-OFF ASSEMBLY

EXISTING 6" WATERLINE

TO BE ABANDONED

CONTRACTOR SHALL CUT & CAP

EXISTING 6" WATER LINE

1-6" D.I.M.J. CAP

PROPOSED

6" C909 PVC WATERLINE

PROPOSED

6" C909 PVC WATERLINE

EXISTING 6" WATERLINE

TO BE ABANDONED

CONTRACTOR SHALL CUT &

CAP EXISTING 6" WATER LINE

2-6" D.I.M.J. CAP

STA. 3+41

1-TIE-IN 2" PVC

CONTRACTOR SHALL CUT & CAP

EXISTING SERVICE LINES (TYP.)

LOCATE AND

RECONNECT

WATER

SERVICE

LOCATE AND

RECONNECT

WATER

SERVICE

LOCATE AND

RECONNECT

WATER

SERVICE

LOCATE AND

RECONNECT

WATER

SERVICE

LOCATE AND

RECONNECT

WATER

SERVICE

LOCATE AND

RECONNECT

WATER

SERVICE

LOCATE AND

RECONNECT

WATER

SERVICE

LOCATE AND

RECONNECT

WATER

SERVICE

REMOVE EXISTING GATE VALVE

CUT & CAP EXISTING

6" WATERLINE

2-6" D.I.M.J. CAPS

0+001+002+003+004+005+006+00

C O

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. 6

Agnew Avenue

PROPOSED

6" C909 PVC WATERLINE

PROPOSED

6" C909 PVC WATERLINEMAINTAIN A MIN. OF 4'-0" OF

COVER TO TOP OF PIPE

MAINTAIN A MIN. OF 4'-0" OF

COVER TO TOP OF PIPE

F W

F O

O W

N O

1- 6" x6 "x

6" D

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.J . T

6" G

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6" T

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6" x6

"x 6"

D .I.

M .J

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-O

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D-

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HORIZONTAL SCALE: 1"=30'

30' 60'030' 10' 0 10' 20'

VERTICAL SCALE: 1"=10'

C O

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WATER LINE GENERAL NOTES :

1. ALL FITTINGS SHALL HAVE RESTRAINED JOINTS INSTALLED AND SHALL HAVE CONCRETE BLOCKING AS REQUIRED IN ACCORDANCE WITH STD. DTL. SD-013.

2. ALL FITTINGS, GATE VALVES, BLOW-OFFS, TIE INS, ETC. TO BE BEDDED WITH PEA GRAVEL.

3. BELL RESTRAINT HARNESSES SHALL BE INSTALLED FOR 3 PIPE JOINTS AFTER TEE FITTINGS. (MINIMUM 20 FEET) AND AT ALL TIE INS.

4. CONTRACTOR IS TO PROVIDE ALL NECESSARY HORIZONTAL & VERTICAL FITTINGS, COUPLINGS, ADAPTORS & APPURTENANCES FOR NEW WATER LINE.

5. WHERE PIPE DEFLECTION IS GREATER THAN 3°, CONTRACTOR SHALL FURNISH AND INSTALL REQUIRED BENDS.

6. STATIONING SHOWN ON THE CONSTRUCTION DRAWINGS ARE LEVEL MEASURES FOR LAYOUT PURPOSES ONLY AND DO NOT REPRESENT PROJECT QUANTITIES.

7. MAINTAIN A MINIMUM OF 4'-0" COVER OVER NEW WATER LINE.

8. UPON COMPLETION OF NEW WATER LINE INSTALLATION CLOSE ALL EXISTING VALVES, REMOVE EXISTING BOX AND COVER AND RESTORE ASPHALT SURFACE.

9. DISINFECTION AND HYDROSTATIC TESTING OF THE WATERLINE ARE THE RESPONIBILTIY OF THE CONTRACTOR

10. CONTRACTOR SHALL COORDINATE BACTERIALOGICAL TESTING OF WATERLINES WITH THE AUTHORITY

11. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT ALL CONSTRUCTION, SHUTDOWN, TESTING, AND RECONNECTION SCHEDULES TO THE AUTHORITY FOR REVIEW AND APPROVAL

D A

C R

D R

PROFILE

HORIZONTAL SCALE: 1"=30'

VERTICAL SCALE: 1"=10'

PLAN

SCALE: 1"=30'

Order No.

D es ig ne d B y:

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AutoCAD SHX Text San Mh Top=1207.31 8" Inv.El.=1197.51(Out)

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AutoCAD SHX Text 1 Sty. Brick Hse #1315

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AutoCAD SHX Text N/F Kayla L. & John R. Stupak Db.3588 Pg.940 Tax Parcel 650100703000

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S:\Active Clients\318 Creswell Heights Joint Authority\318-57 Agnew Water Main Replacement\Dwg\C318-57-001.dwg 2/20/2026 2:36 PM Plotted By: Jason Antitomas 2/20/2026 2:36 PM Plotted By: Jason Antitomas2/20/2026 2:36 PM Plotted By: Jason Antitomas Plotted By: Jason AntitomasJason Antitomas

M er ce r S tre et

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G le n Ro ad

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LOCATE AND

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LOCATE AND

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LOCATE AND

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LOCATE AND

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STA. 6+62

1-6"x6"x6" D.I.M.J. TEE

3-6" GATE VALVE W/BOX & COVER

2-6" 45° D.I.M.J. BEND

1-6" TRANSITION COUPLING

(FIELD VERIFY O.D. EXISTING 6" ACP)

1-TEMP BLOW-OFF ASSEMBLY

CUT & CAP

EXISTING

HYDRANT SERVICE

LINE.

REMOVE HYDRANT

ASSEMBLY AND

RETURN TO

OWNER

(FIELD VERIFY

O.D. OF EXIST. 6'

ACP)

PROPOSED

6" C909 PVC WATERLINE

EXISTING 6" WATERLINE

TO BE ABANDONED

STA. 7+14

1-6"x6"x6" D.I. ANCHOR TEE

1-FIRE HYDRANT ASSEMBLY

SEE STD. DTL. SD-018

VERIFY FINAL LOCATION IN FIELD

CONTRACTOR SHALL CUT & CAP

EXISTING SERVICE LINES (TYP.)

STA. 13+27

1-6"x6"x6" D.I.M.J. TEE

3-6" GATE VALVE W/BOX & COVER

2-6" 45° D.I.M.J. BEND

1-6" SOLID SLEEVE CONNECTOR

6" C909 PVC PIPE

CUT & CAP EXISTING

6" WATERLINE

2-6" D.I.M.J. CAPS

STA. 13+49

1-6"x6"x6" D.I.M.J. TEE

1-TIE-IN 2: PVC

PROPOSED

6" C909 PVC WATERLINE

EXISTING 6" WATERLINE

TO BE ABANDONED

REMOVE

EXISTING

GATE VALVE

REMOVE

EXISTING

GATE VALVE

LOCATE AND

RECONNECT

WATER

SERVICE

LOCATE &

RECONNECT

3 WATER

SERVICES

LOCATE & RECONNECT

2 WATER SERVICES

7+008+009+0010+0011+0012+0013+00

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PROPOSED

6" C909 PVC WATERLINE PROPOSED

6" C909 PVC WATERLINE

MAINTAIN A MIN. OF 4'-0" OF

COVER TO TOP OF PIPE

MAINTAIN A MIN. OF 4'-0" OF

COVER TO TOP OF PIPE

P R

HORIZONTAL SCALE: 1"=30'

30' 60'030' 10' 0 10' 20'

VERTICAL SCALE: 1"=10'

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HORIZONTAL SCALE: 1"=30'

VERTICAL SCALE: 1"=10'

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NOTE:

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D at e R ev is io nsPRELIMINARY

WATER LINE GENERAL NOTES :

1. ALL FITTINGS SHALL HAVE RESTRAINED JOINTS INSTALLED AND SHALL HAVE CONCRETE BLOCKING AS REQUIRED IN ACCORDANCE WITH STD. DTL. SD-013.

2. ALL FITTINGS, GATE VALVES, BLOW-OFFS, TIE INS, ETC. TO BE BEDDED WITH PEA GRAVEL.

3. BELL RESTRAINT HARNESSES SHALL BE INSTALLED FOR 3 PIPE JOINTS AFTER TEE FITTINGS. (MINIMUM 20 FEET) AND AT ALL TIE INS.

4. CONTRACTOR IS TO PROVIDE ALL NECESSARY HORIZONTAL & VERTICAL FITTINGS, COUPLINGS, ADAPTORS & APPURTENANCES FOR NEW WATER LINE.

5. WHERE PIPE DEFLECTION IS GREATER THAN 3°, CONTRACTOR SHALL FURNISH AND INSTALL REQUIRED BENDS.

6. STATIONING SHOWN ON THE CONSTRUCTION DRAWINGS ARE LEVEL MEASURES FOR LAYOUT PURPOSES ONLY AND DO NOT REPRESENT PROJECT QUANTITIES.

7. MAINTAIN A MINIMUM OF 4'-0" COVER OVER NEW WATER LINE.

8. UPON COMPLETION OF NEW WATER LINE INSTALLATION CLOSE ALL EXISTING VALVES, REMOVE EXISTING BOX AND COVER AND RESTORE ASPHALT SURFACE.

9. DISINFECTION AND HYDROSTATIC TESTING OF THE WATERLINE ARE THE RESPONIBILTIY OF THE CONTRACTOR

10. CONTRACTOR SHALL COORDINATE BACTERIALOGICAL TESTING OF WATERLINES WITH THE AUTHORITY

11. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT ALL CONSTRUCTION, SHUTDOWN, TESTING, AND RECONNECTION SCHEDULES TO THE AUTHORITY FOR REVIEW AND APPROVAL

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

8" VCP

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AutoCAD SHX Text San Mh Top=1167.31 8" Inv.El.=1152.01(In) 8" Inv.El.=1152.01(In) 8" Inv.El.=1151.91(Out)

AutoCAD SHX Text San Mh Top=1178.83 8" Inv.El.=1167.83(Out)

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AutoCAD SHX Text (Asphalt Surface)

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AutoCAD SHX Text 1 Sty. Brick Hse #1710

AutoCAD SHX Text 1 " Sty. 12" Sty. Brick Hse #1713

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AutoCAD SHX Text 2 Sty. Frame Hse #1332

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AutoCAD SHX Text Asphalt Wedge Curb

AutoCAD SHX Text (Asphalt Surface)

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8" VCP

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text San Mh Top=1181.16 8" Inv.El.=1171.66(In) 8" Inv.El.=1171.56(Out)

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

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AutoCAD SHX Text San Mh Top=1175.32 8" Inv.El.=1168.62(In) 8" Inv.El.=1168.62(In) 8" Inv.El.=1165.52(Out)

AutoCAD SHX Text (Asphalt Surface)

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AutoCAD SHX Text Gravel Driveway

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AutoCAD SHX Text Conc. Sw

AutoCAD SHX Text Conc.Sw

AutoCAD SHX Text Conc. Driveway

AutoCAD SHX Text 1 Sty. Brick Hse #1321

AutoCAD SHX Text Chain Link Fence

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AutoCAD SHX Text 1 Sty. Frame Hse #1510

AutoCAD SHX Text Conc. Driveway

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AutoCAD SHX Text Lawn

AutoCAD SHX Text Conc. Driveway

AutoCAD SHX Text Gravel

AutoCAD SHX Text Blk Wall

AutoCAD SHX Text Asphalt Wedge Curb

AutoCAD SHX Text N/F Gerry & Lori Battaglini Db.3672 Pg.197 Tax Parcel 650100500

AutoCAD SHX Text N/F Matthew David Diulus Db.3664 Pg.608 Tax Parcel 650100504

AutoCAD SHX Text N/F Charles W. Jr. & Joanne Polizotto Db.1436 Pg.304 Tax Parcel 650100603001

AutoCAD SHX Text N/F NIkko S. & Kassandra Conforto Db.3702 Pg.282 Tax Parcel 650100603000

AutoCAD SHX Text N/F NIkko S. & Kassandra Conforto Db.3702 Pg.282 Tax Parcel 650100604000

AutoCAD SHX Text N/F Gregory A. Myers Db.3536 Pg.474 Tax Parcel 650101010000

AutoCAD SHX Text N/F Richard & Teresa A. McLuckie Db.3653 Pg.107 Tax Parcel 650101100000

AutoCAD SHX Text N/F Charles H. Redslob Db.1342 Pg.122 Tax Parcel 650101111000

AutoCAD SHX Text N/F Mildred K. Smith Db.3422 Pg.206 Tax Parcel 650100122000

AutoCAD SHX Text N/F Danette M. Lewark Db.3097 Pg.504 Tax Parcel 650100123000

AutoCAD SHX Text N/F Frank R. Santilli Db.3509 Pg.299 Tax Parcel 650100124000

AutoCAD SHX Text N/F Robert F. Zannetti Db.3582 Pg.721 Tax Parcel 650100125000

AutoCAD SHX Text R/W

AutoCAD SHX Text N/F Theodore M. Lis Db.3257 Pg.266 Tax Parcel 650100138000

AutoCAD SHX Text 15.00'

AutoCAD SHX Text 35.00'

AutoCAD SHX Text 15.00'

AutoCAD SHX Text 35.00'

(Unopened)

AutoCAD SHX Text (Unopened)

AutoCAD SHX Text (Asphalt Surface)

AutoCAD SHX Text 6" D.I.

AutoCAD SHX Text 2"

AutoCAD SHX Text

6" ACP

AutoCAD SHX Text 6" D.I.

AutoCAD SHX Text 12"

AutoCAD SHX Text 6" D.I.

AutoCAD SHX Text (Asphalt Surface)

AutoCAD SHX Text Approx. Location 6" Waterline Crossing

AutoCAD SHX Text Approx. Location 8" Sanitary Sewer Crossing

AutoCAD SHX Text Approx. Location Gasline Crossing

AutoCAD SHX Text Approx. Location 12" Storm Sewer

AutoCAD SHX Text Approx. Location Gas Service Crossing

AutoCAD SHX Text Approx. Location Water Service Crossing

AutoCAD SHX Text Approx. Location 8" Sanitary Sewer Crossing

AutoCAD SHX Text Approx. Location Water Service Crossing

AutoCAD SHX Text Approx. Location Gas Service Crossing

AutoCAD SHX Text Approx. Location Water Service Crossing

AutoCAD SHX Text Approx. Location Gas Service Crossing

AutoCAD SHX Text Approx. Location Gasline Crossing

AutoCAD SHX Text Approx. Location 8" Sanitary Sewer Crossing

AutoCAD SHX Text 6"

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

S:\Active Clients\318 Creswell Heights Joint Authority\318-57 Agnew Water Main Replacement\Dwg\C318-57-002.dwg 2/20/2026 2:23 PM Plotted By: Jason Antitomas 2/20/2026 2:23 PM Plotted By: Jason Antitomas2/20/2026 2:23 PM Plotted By: Jason Antitomas Plotted By: Jason AntitomasJason Antitomas

DT1

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S:\Active Clients\318 Creswell Heights Joint Authority\318-57 Agnew Water Main Replacement\Dwg\DT318-57-001.dwg 1/19/2026 11:36 AM Plotted By: Jason Antitomas 1/19/2026 11:36 AM Plotted By: Jason Antitomas1/19/2026 11:36 AM Plotted By: Jason Antitomas Plotted By: Jason AntitomasJason Antitomas

UM2A LIMESTONE

(CUTBACKS NOT REQUIRED FOR THIS PROJECT)

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S:\Active Clients\318 Creswell Heights Joint Authority\318-57 Agnew Water Main Replacement\Dwg\DT318-57-002.dwg 2/19/2026 11:22 AM Plotted By: Jason Antitomas 2/19/2026 11:22 AM Plotted By: Jason Antitomas2/19/2026 11:22 AM Plotted By: Jason Antitomas Plotted By: Jason AntitomasJason Antitomas

STANDARD CONSTRUCTION DETAIL #4-16

FILTER BAG INLET PROTECTION - TYPE M INLET

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NOT TO SCALE

AutoCAD SHX Text

INLET GRATE

AutoCAD SHX Text

1 IN. REBAR FOR BAG REMOVAL FROM INLET

AutoCAD SHX Text

EXPANSION RESTRAINT (1/4 IN. NYLON ROPE)

AutoCAD SHX Text

2 IN X 2 IN. X 3/4 IN. RUBBER BLOCK

AutoCAD SHX Text

FLOW

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STORM

AutoCAD SHX Text

INLET

AutoCAD SHX Text

2:1 MAX (TYP.)

AutoCAD SHX Text

INSTALLATION DETAIL

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

SECTION VIEW

AutoCAD SHX Text

ISOMETRIC VIEW

AutoCAD SHX Text NOTES: 1. MAXIMUM DRAINAGE AREA = 1/2 ACRE. MAXIMUM DRAINAGE AREA = 1/2 ACRE. 2. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR FOR INLET TRIBUTARY TO SEDIMENT BASIN OR FOR INLET TRIBUTARY TO SEDIMENT BASIN OR INLET TRIBUTARY TO SEDIMENT BASIN OR INLET TRIBUTARY TO SEDIMENT BASIN OR TRIBUTARY TO SEDIMENT BASIN OR TRIBUTARY TO SEDIMENT BASIN OR TO SEDIMENT BASIN OR TO SEDIMENT BASIN OR SEDIMENT BASIN OR SEDIMENT BASIN OR BASIN OR BASIN OR OR OR TRAP. BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS. 3. ROLLED EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROLLED EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. BE MAINTAINED UNTIL ROADWAY IS STONED. BE MAINTAINED UNTIL ROADWAY IS STONED. MAINTAINED UNTIL ROADWAY IS STONED. MAINTAINED UNTIL ROADWAY IS STONED. UNTIL ROADWAY IS STONED. UNTIL ROADWAY IS STONED. ROADWAY IS STONED. ROADWAY IS STONED. IS STONED. IS STONED. STONED. STONED. ROAD SUBBASE BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. SUBBASE BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. SUBBASE BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. BE MAINTAINED UNTIL ROADWAY IS PAVED. BE MAINTAINED UNTIL ROADWAY IS PAVED. MAINTAINED UNTIL ROADWAY IS PAVED. MAINTAINED UNTIL ROADWAY IS PAVED. UNTIL ROADWAY IS PAVED. UNTIL ROADWAY IS PAVED. ROADWAY IS PAVED. ROADWAY IS PAVED. IS PAVED. IS PAVED. PAVED. PAVED. EARTHEN BERM IN CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS BERM IN CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS BERM IN CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS IN CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS IN CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS BE MAINTAINED UNTIL PERMANENT STABILIZATION IS BE MAINTAINED UNTIL PERMANENT STABILIZATION IS MAINTAINED UNTIL PERMANENT STABILIZATION IS MAINTAINED UNTIL PERMANENT STABILIZATION IS UNTIL PERMANENT STABILIZATION IS UNTIL PERMANENT STABILIZATION IS PERMANENT STABILIZATION IS PERMANENT STABILIZATION IS STABILIZATION IS STABILIZATION IS IS IS COMPLETED OR REMAIN PERMANENTLY. 4. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., GRAB TENSILE STRENGTH OF 120 LBS., GRAB TENSILE STRENGTH OF 120 LBS., TENSILE STRENGTH OF 120 LBS., TENSILE STRENGTH OF 120 LBS., STRENGTH OF 120 LBS., STRENGTH OF 120 LBS., OF 120 LBS., OF 120 LBS., 120 LBS., 120 LBS., LBS., LBS., A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH A MINIMUM TRAPEZOIDAL TEAR STRENGTH A MINIMUM TRAPEZOIDAL TEAR STRENGTH MINIMUM TRAPEZOIDAL TEAR STRENGTH MINIMUM TRAPEZOIDAL TEAR STRENGTH TRAPEZOIDAL TEAR STRENGTH TRAPEZOIDAL TEAR STRENGTH TEAR STRENGTH TEAR STRENGTH STRENGTH STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A OF TRAPPING ALL PARTICLES NOT PASSING A OF TRAPPING ALL PARTICLES NOT PASSING A TRAPPING ALL PARTICLES NOT PASSING A TRAPPING ALL PARTICLES NOT PASSING A ALL PARTICLES NOT PASSING A ALL PARTICLES NOT PASSING A PARTICLES NOT PASSING A PARTICLES NOT PASSING A NOT PASSING A NOT PASSING A PASSING A PASSING A A A NO. 40 SIEVE. 5. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF ON A WEEKLY BASIS AND AFTER EACH RUNOFF ON A WEEKLY BASIS AND AFTER EACH RUNOFF A WEEKLY BASIS AND AFTER EACH RUNOFF A WEEKLY BASIS AND AFTER EACH RUNOFF WEEKLY BASIS AND AFTER EACH RUNOFF WEEKLY BASIS AND AFTER EACH RUNOFF BASIS AND AFTER EACH RUNOFF BASIS AND AFTER EACH RUNOFF AND AFTER EACH RUNOFF AND AFTER EACH RUNOFF AFTER EACH RUNOFF AFTER EACH RUNOFF EACH RUNOFF EACH RUNOFF RUNOFF RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN AND RINSED OR REPLACED WHEN HALF FULL OR WHEN AND RINSED OR REPLACED WHEN HALF FULL OR WHEN RINSED OR REPLACED WHEN HALF FULL OR WHEN RINSED OR REPLACED WHEN HALF FULL OR WHEN OR REPLACED WHEN HALF FULL OR WHEN OR REPLACED WHEN HALF FULL OR WHEN REPLACED WHEN HALF FULL OR WHEN REPLACED WHEN HALF FULL OR WHEN WHEN HALF FULL OR WHEN WHEN HALF FULL OR WHEN HALF FULL OR WHEN HALF FULL OR WHEN FULL OR WHEN FULL OR WHEN OR WHEN OR WHEN WHEN WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE SO AS TO CAUSE FLOODING OR BYPASSING OF THE SO AS TO CAUSE FLOODING OR BYPASSING OF THE AS TO CAUSE FLOODING OR BYPASSING OF THE AS TO CAUSE FLOODING OR BYPASSING OF THE TO CAUSE FLOODING OR BYPASSING OF THE TO CAUSE FLOODING OR BYPASSING OF THE CAUSE FLOODING OR BYPASSING OF THE CAUSE FLOODING OR BYPASSING OF THE FLOODING OR BYPASSING OF THE FLOODING OR BYPASSING OF THE OR BYPASSING OF THE OR BYPASSING OF THE BYPASSING OF THE BYPASSING OF THE OF THE OF THE THE THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED BE REPLACED. A SUPPLY SHALL BE MAINTAINED BE REPLACED. A SUPPLY SHALL BE MAINTAINED REPLACED. A SUPPLY SHALL BE MAINTAINED REPLACED. A SUPPLY SHALL BE MAINTAINED A SUPPLY SHALL BE MAINTAINED A SUPPLY SHALL BE MAINTAINED SUPPLY SHALL BE MAINTAINED SUPPLY SHALL BE MAINTAINED SHALL BE MAINTAINED SHALL BE MAINTAINED BE MAINTAINED BE MAINTAINED MAINTAINED MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED ALL NEEDED REPAIRS SHALL BE INITIATED ALL NEEDED REPAIRS SHALL BE INITIATED NEEDED REPAIRS SHALL BE INITIATED NEEDED REPAIRS SHALL BE INITIATED REPAIRS SHALL BE INITIATED REPAIRS SHALL BE INITIATED SHALL BE INITIATED SHALL BE INITIATED BE INITIATED BE INITIATED INITIATED INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL AFTER THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL AFTER THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL ACCUMULATED SEDIMENT AS WELL AS ALL ACCUMULATED SEDIMENT AS WELL AS ALL SEDIMENT AS WELL AS ALL SEDIMENT AS WELL AS ALL AS WELL AS ALL AS WELL AS ALL WELL AS ALL WELL AS ALL AS ALL AS ALL ALL ALL USED BAGS ACCORDING TO THE PLAN NOTES. 6. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

AutoCAD SHX Text

BERM

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2:1 MAX.

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FLOW

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6 IN. MIN. HEIGHT

AutoCAD SHX Text 3:1

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EARTHEN BERM TO BE STABILIZED WITH TEMPORARY OR PERMANENT VEGETATION

S:\Active Clients\318 Creswell Heights Joint Authority\318-57 Agnew Water Main Replacement\Dwg\DT318-57-003.dwg 2/4/2026 11:51 AM Plotted By: Jason Antitomas 2/4/2026 11:51 AM Plotted By: Jason Antitomas2/4/2026 11:51 AM Plotted By: Jason Antitomas Plotted By: Jason AntitomasJason Antitomas

318-57 Agnew Ave IFB Set

Sheets and Views

1 G318-57-001 - G1

2 G318-57-002 - G2

3 C318-57-001 - C1

4 C318-57-002 - C2

5 DT318-57-001 - DT1

Sheets and Views

6 DT318-57-002 - DT2

Sheets and Views

7 DT318-57-003 - DT3

File details come from the government source that posted it. Updated Mar 3, 2026.