3-1-26-2-19-5 Camp Fretterd Water Main Drawings.pdf

PDF 7 MB Posted Nov 18, 2025

Attached to: CAMP FRETTERD WATER MAIN REPLACEMENT PROJECT - MBE 13%
Solicitation number: 1-26-2-19-5
Issued by: Baltimore County, Maryland

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Written by GovTribe AI · Nov 19, 2025

Camp Fretterd Water Main Replacement Project - Construction Drawings Summary

These are construction drawings for a water main replacement project being managed by the Maryland Environmental Service (MES) at Camp Fretterd Military Reservation in Reisterstown, Maryland. The project involves the replacement of the existing water distribution system serving the 400+ acre military facility with a new network of 6-inch and 8-inch PVC water mains (C900-DR18). The scope includes installation of approximately 55 miles of new water piping, nine fire hydrants, multiple gate valves, blowoff assemblies, and associated appurtenances. The work encompasses seventeen detailed plan and profile sheets showing the complete routing of proposed water mains through various campus areas, connections to existing storage tanks, connections to the Weinberg Center via a dedicated access road, and integration with the existing water booster station. The project requires abandonment and/or removal of existing asbestos-cement pipe (ACP) and ductile iron pipe (DIP) water mains in accordance with applicable federal and state regulations.

The drawings specify critical construction requirements including a minimum 3.5-foot cover on all new pipe lines, maintenance of 18-inch vertical separation between water and sewer lines with water lines positioned above sewer lines, and 10-foot horizontal edge-to-edge separation between parallel utilities. The contractor must field-verify all existing utilities, perform test pits at all connection points, and comply with concrete buttressing and joint restraint requirements for all fittings and bends. Special provisions address the Montrose Chapel (National Register site NR-1045) with required protective orange HDPE mesh fencing, the potentially 30-day closure of the access road to Weinberg Center with emergency passability requirements, and Phase II archaeological evaluation requirements. All costs associated with removal and disposal of asbestos-containing materials, utility locator services, and material compliance with ANSI/NSF standards for drinking water contact are included in the base bid.

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2-1-26-2-19-5 Solicitation ONLY.pdf	PDF	Nov 18, 2025

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BALTIMORE COUNTY, MARYLAND

VICINITY MAPLOCATION MAP

CAMP FRETTERD

WATER MAIN REPLACEMENT

MES PROJECT ID 1-26-2-19-5

11/6/25

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BALTIMORE

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COCKEYSVILLE

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TIMONIUM

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LUTHERVILLE

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PERRY HALL

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WESTMINSTER

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HAMPSTEAD

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MT. AIRY

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ELLICOTT CITY

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COLUMBIA

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GLEN BURNIE

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ELDERSBURG

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SYKESVILLE

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SITE

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HANOVER PIKE

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RUE SAINT LO DRIVE

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GLEN FALLS ROAD

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WESTMINSTER PIKE

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CAMP FRETTERD

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TITLE SHEET

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SCALE: 1" = 5' MILES

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SCALE: 1" = 2,000'

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SITE

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NO.

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DATE

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REVISIONS

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DATE

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JOB

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CHECKED

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DRAWN

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DESIGN

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ARCHITECTS & ENGINEERS

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GEORGE, MILES & BUHR, LLC

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SALISBURY BALTIMORE SEAFORD

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DRAWING

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SHEET NO.

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OCTOBER, 2025

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OF 17

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BALTIMORE COUNTY, MARYLAND

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JML

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AMP/KMC

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WMG

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MARYLAND ENVIRONMENTAL SERVICE

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WATER MAIN REPLACEMENT

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CAMP FRETTERD

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MES PROJECT ID 1-26-2-19-5

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CHIEF, WATER/ WASTEWATER ENGINEERING

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JEN WIJETUNGA

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EXECUTIVE DIRECTOR

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MANAGING DIRECTOR, WATER/WASTEWATER

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MATTHEW LAPINSKY, PE

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PROJECT ENGINEER

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EZGI KURDOGLU

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CHARLES C. GLASS, PHD, PEHD, PED, PE

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AutoCAD SHX Text PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NO. 30875, EXPIRATION DATE 11-29-2026.

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W. MARK GARDOCKY, P.E. DATE

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MARYLAND ENVIRONMENTAL SERVICE

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DATE

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CHIEF OF ENGINEERING

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LIST OF DRAWINGS

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TITLE SHEET

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%%UTITLE

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%%USHEET NO.

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OVERALL SITE PLAN

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PLAN AND PROFILE

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PLAN AND PROFILE

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PLAN AND PROFILE

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PLAN AND PROFILE

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PLAN AND PROFILE

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PLAN AND PROFILE

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PLAN AND PROFILE

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PLAN AND PROFILE

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PLAN AND PROFILE

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PLAN AND PROFILE

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PLAN AND PROFILE

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KEY SHEET

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PLAN AND PROFILE

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SITE DETAILS

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SITE DETAILS

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THIS SHEET IS PROVIDED

FOR REFERENCE ONLY

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OVERALL SITE PLAN

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%%ULEGEND

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PROPERTY LINES

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STREAM

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EXISTING WATER MAIN

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EXISTING WATER VALVE

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NO.

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DATE

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DATE

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JOB

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CHECKED

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DRAWN

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DESIGN

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ARCHITECTS & ENGINEERS

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GEORGE, MILES & BUHR, LLC

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SALISBURY BALTIMORE SEAFORD

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DRAWING

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SHEET NO.

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OCTOBER, 2025

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OF 17

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BALTIMORE COUNTY, MARYLAND

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JML

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AMP/KMC

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WMG

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MARYLAND ENVIRONMENTAL SERVICE

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WATER MAIN REPLACEMENT

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CAMP FRETTERD

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MES PROJECT ID 1-26-2-19-5

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CHIEF, WATER/ WASTEWATER ENGINEERING

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JEN WIJETUNGA

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EXECUTIVE DIRECTOR

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MANAGING DIRECTOR, WATER/WASTEWATER

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MATTHEW LAPINSKY, PE

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PROJECT ENGINEER

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EZGI KURDOGLU

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CHARLES C. GLASS, PHD, PEHD, PED, PE

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PATH:

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PLAN 1" = 100'

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PROPOSED WATER VALVE

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PROPOSED WATER MAIN

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RUE SAINT LO DRIVE

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WATER

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STORAGE

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TANK

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WATER

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STORAGE

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TANK

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DESERT STORM LANE

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EX.

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PUMP

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HOUSE

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EXISTING

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WATER

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BOOSTER

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STATION

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BUILDING

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NO. 111

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(RESERVATION

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MANAGER)

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BUILDING

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NO. 107

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(ABE SHERMAN

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BARRACKS)

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BUILDING

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NO. 206

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(GIST BUILDING)

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CHARLES VEAL)

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OMAHA CIRCLE

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BUILDING

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NO. 100

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(29TH DIVISION

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HALL)

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BUILDING

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NO. 101

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(SCHAEFER/HALL

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EDUCATION

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CENTER)

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BUILDING

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NO. 102

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(COSTIN DINING/

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MESS HALL

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BUILDING

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NO. 103

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(FLEETWOOD HALL

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BARRACKS)

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BUILDING

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NO. 104

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(WILLIAM CREIGLER

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BARRACKS)

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BUILDING

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NO. 106

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PATRICK REGAN

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BARRACKS)

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BUILDING

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NO. 105

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(SHERWOOD HALLMAN

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BARRACKS)

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BUILDING

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NO. 108

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(GREY HOUSE)

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TO RUE SAINT

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LO DRIVE

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MATCHLINE SEE THIS SHEET FOR CONTINUATION

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BUILDING

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NO. 207

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(CORPORAL

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MATCHLINE THIS SHEET FOR CONTINUATION

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TO OMAHA

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CIRCLE

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MATCHLINE SEE THIS SHEET FOR CONTINUATION

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TRACK

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PROP. FIRE

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HYDRANT

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HYDRANT

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HYDRANT

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PROP. FIRE

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HYDRANT

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PROP. FIRE

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HYDRANT

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PROP. 8"

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WATER MAIN

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PROP. 6"

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WATER MAIN

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PROP. 8"

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WATER MAIN

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PROP. 8"

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WATER MAIN

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PROP. 8"

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WATER MAIN

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PROP. 8"

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WATER MAIN

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BUILDING

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NO. 420

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(WEINBERG CENTER)

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MATCHLINE SEE THIS SHEET FOR CONTINUATION

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RUE SAINT LO DRIVE

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PROP. 6"

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WATER MAIN

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BUILDING

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NO. 115

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(WACHTER MAINTENANCE

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FACILITY)

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BUILDING

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NO. 109

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(STOREHOUSE)

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EX EXISTING

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FH FIRE HYDRANT

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FHT FIRE HYDRANT TEE

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GV GATE VALVE

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HB HORIZONTAL BEND

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INV INVERT

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LP LIGHT POLE

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MAX MAXIMUM

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%%UABBREVIATIONS

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PROP

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RED

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CTV

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WHC

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MANHOLE

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PROP

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PROPOSED

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UNDERGROUND ELECTRIC

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UNDERGROUND GAS

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CABLE TV

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WATER

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WATER HOUSE CONNECTION

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PROPOSED SOIL BORING

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WM-19

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WM-20

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BORING LOCATION

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NORTHING

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AutoCAD SHX Text 667098.52

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AutoCAD SHX Text 667622.50

AutoCAD SHX Text 667800.33

AutoCAD SHX Text 667864.51

AutoCAD SHX Text 668297.80

AutoCAD SHX Text 668579.00

AutoCAD SHX Text 668716.02

AutoCAD SHX Text 669026.52

AutoCAD SHX Text 667916.38

AutoCAD SHX Text 667651.34

AutoCAD SHX Text 667199.30

AutoCAD SHX Text 666889.34

AutoCAD SHX Text 666609.53

AutoCAD SHX Text 666297.16

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EASTING

AutoCAD SHX Text 1354142.50

AutoCAD SHX Text 1354410.11

AutoCAD SHX Text 1354818.11

AutoCAD SHX Text 1355194.62

AutoCAD SHX Text 1355318.04

AutoCAD SHX Text 1355503.26

AutoCAD SHX Text 1355767.72

AutoCAD SHX Text 1356047.93

AutoCAD SHX Text 1356465.96

AutoCAD SHX Text 1356409.77

AutoCAD SHX Text 1356469.74

AutoCAD SHX Text 1356231.26

AutoCAD SHX Text 1356412.06

AutoCAD SHX Text 1356797.50

AutoCAD SHX Text 1357011.20

AutoCAD SHX Text 1357019.77

AutoCAD SHX Text 1356902.89

AutoCAD SHX Text 1356762.62

AutoCAD SHX Text 1356560.38

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WM-1

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WM-2

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WM-3

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WM-4

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WM-5

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WM-17

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NO.

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WM-14

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%%UNOTES ON ACCESS ROAD TO WEINBERG CENTER

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1. THE ACCESS ROAD TO THE WEINBERG CENTER MAY BE SHUT DOWN DURING THE ACCESS ROAD TO THE WEINBERG CENTER MAY BE SHUT DOWN DURING CONSTRUCTION FOR UP TO 30 DAYS MAXIMUM. THE CONTRACTOR SHALL INFORM MES A MINIMUM OF 30 DAYS IN ADVANCE OF THE CLOSURE. IN CASE OF EMERGENCY DURING NON-WORKING HOURS, THE CONTRACTOR SHALL LEAVE THE ACCESS ROAD IN A PASSABLE CONDITION FOR VEHICLES AT THE CLOSURE OF EACH WORKING DAY. IN CASE OF EMERGENCY DURING WORKING HOURS, THE CONTRACTOR SHALL BE ABLE TO MAKE THE ROAD PASSABLE BY WAY OF STEEL PLATES OR OTHER MEANS WITHIN A FEW MINUTES NOTICE. 2. FOLLOWING THE INSTALLATION OF THE NEW WATER MAIN, FULL LENGTH OF ACCESS FOLLOWING THE INSTALLATION OF THE NEW WATER MAIN, FULL LENGTH OF ACCESS ROAD FROM RUE SAINT LO DRIVE TO WEINBERG CENTER TO BE REPLACED PER ACCESS ROADWAY RECONSTRUCTION DETAIL.

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SEE NOTES ON ACCESS ROAD TO WEINBERG CENTER ON THIS SHEET

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SEE NOTES ON ACCESS ROAD TO WEINBERG CENTER ON THIS SHEET

LOCUS 1 AREA FOR PHASE II ARCHAEOLOGICAL EVALUATION (BY OTHERS)

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GENERATOR PAD

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WATER TANK

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WATER TANK

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WV (TYP.)

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WV (TYP.)

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WV (TYP.)

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BRICK STRUCTURE

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CONCRETE

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GRAVEL

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GRAVEL

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TRACK

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POST AND CABLE FENCE

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CONCRETE FOOTER

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CONCRETE FOOTER

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WOOD POST

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GATE

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STRUCTURE

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WOOD POST

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SIGN

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POST AND CABLE FENCE

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WOOD RET. WALL

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WOOD POST

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WOOD POST

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WELL

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WELL

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WV (TYP,)

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FH (TYP,)

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WV (TYP,)

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WV (TYP,)

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FH (TYP,)

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FH (TYP,)

AutoCAD SHX Text WATER LINE SHOWN FROM RECORD INFORMATION BELIEVED TO BE CONSTRUCTED OF NON-CONDUCTIVE MATERIAL

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PAVING

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PAVING

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PAVING

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PAVING

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PAVING

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SIGN (TYP.)

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PAVING

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PAVING

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PAVING

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PAVING

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PAVING

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GATE

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GRAVEL

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GRAVEL

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GRAVEL

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PUMP HSE. F.F. 539.92'

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EX. PAVILION

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EX. BUILDING

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EX. PAVILION

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONC.

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CONC.

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ENCLOSURE

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WOODS LINE

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AutoCAD SHX Text STORMDRAIN STRUCTURE TOP ELEV 560.03' 4" IRON INV. IN ELEV. 558.74' SEDIMENT ELEV. 556.68' UNABLE TO DETERMINE OUTFALL

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WOODS LINE

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WOODS LINE

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WOODS LINE

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WOODS LINE

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EX. BUILDING

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BOOSTER STATION

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4" METAL WATER SERVICE

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4" METAL WATER SERVICE

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4" METAL WATER SERVICE

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1" COPPER WATER SERVICE

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4" METAL WATER SERVICE

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4" METAL WATER SERVICE

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4" METAL WATER SERVICE

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4" METAL WATER SERVICE

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4" METAL WATER SERVICE

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4" METAL WATER SERVICE

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1-1/4" COPPER WATER SERVICE

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1" COPPER WATER SERVICE

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STONE WALL

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4" PVC WATER SERVICE

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CONC.

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SHT 4

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SHT 5

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SHT 9

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SHT 10

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SHT 13

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KEY SHEET

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NO.

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DATE

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REVISIONS

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DATE

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JOB

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CHECKED

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DRAWN

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DESIGN

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ARCHITECTS & ENGINEERS

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GEORGE, MILES & BUHR, LLC

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SALISBURY BALTIMORE SEAFORD

AutoCAD SHX Text www.gmbnet.com

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DRAWING

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SHEET NO.

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OCTOBER, 2025

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OF 17

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BALTIMORE COUNTY, MARYLAND

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JML

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AMP/KMC

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WMG

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MARYLAND ENVIRONMENTAL SERVICE

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WATER MAIN REPLACEMENT

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CAMP FRETTERD

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MES PROJECT ID 1-26-2-19-5

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CHIEF, WATER/ WASTEWATER ENGINEERING

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JEN WIJETUNGA

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EXECUTIVE DIRECTOR

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MANAGING DIRECTOR, WATER/WASTEWATER

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MATTHEW LAPINSKY, PE

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PROJECT ENGINEER

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EZGI KURDOGLU

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CHARLES C. GLASS, PHD, PEHD, PED, PE

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PATH:

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PLAN 1" = 200'

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RUE SAINT LO DRIVE

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OMAHA

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CIRCLE

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BUILDING NO. 109

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(STOREHOUSE)

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BUILDING NO. 103

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(FLEETWOOD HALL BARRACKS)

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BUILDING NO. 104

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(WILLIAM CREIGLER BARRACKS)

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BUILDING NO. 102

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(COSTIN DINING/MESS HALL)

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BUILDING NO. 107

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(ABE SHERMAN BARRACKS)

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BUILDING NO. 105

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(SHERWOOD HALLMAN BARRACKS)

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BUILDING NO. 420

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(WEINBERG CENTER)

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BUILDING NO. 207

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(CORPORAL CHARLES VEAL)

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BUILDING NO. 206

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(GIST BUILDING)

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BUILDING NO. 228

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(PAVILION)

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BUILDING NO. 101

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(SCHAEFER HALL/EDUCATION CENTER)

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BUILDING NO. 100

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(29TH DIVISION HALL)

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BUILDING NO. 108

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(GREY HOUSE)

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BUILDING NO. 320

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(PUMP HOUSE)

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100,000 GALLON

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WATER

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STORAGE

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TANK

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RUE SAINT LO DRIVE

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AutoCAD SHX Text PORTIONS OF EXISTING WATER MAINS TO BE ABANDONED ARE BELIEVED TO BE CONSTRUCTED OF ASBESTOS-CEMENT PIPE (ACP). THE CONTRACTOR SHALL EXERCISE CAUTION REMOVING AND DISPOSING OF ASBESTOS-CEMENT PIPE IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. IT MUST BE REMOVED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS, INCLUDING BUT NOT LIMITED TO, 29CFR1926.1101, 40 CFR 61, 262, AND 263, AND COMAR 26.11.21. THIS WORK REQUIRES SUBMISSION AND ACCEPTANCE OF AN ASBESTOS ABATEMENT WORK PLAN THAT DESCRIBES IN DETAIL THE METHODS THE CONTRACTOR WILL USE TO COMPLY WITH APPLICABLE REGULATIONS INCLUDING TRAINING, RESPIRATORY PROTECTION, AND WASTE DISPOSAL. THIS ITEM ALSO INCLUDES DESIGN AND IMPLEMENTATION OF ENGINEERING CONTROLS AND DUST CONTROL MEASURES TO REDUCE VISIBLE EMISSIONS WHILE PERFORMING ASBESTOS ABATEMENT. THE CONTRACTOR SHALL DISPOSE OF ALL ACP IN A PERMITTED FACILITY. THE WORK MAY REQUIRE ENTRY INTO PERMIT-REQUIRED CONFINED SPACES. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH APPLICABLE REGULATIONS INCLUDING 29CFR1910.146. ALL COSTS ASSOCIATED WITH REMOVAL AND DISPOSAL OF ASBESTOS-CEMENT PIPE SHALL BE INCLUDED IN THE BASE BID.

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%%UGENERAL NOTES

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%%UHANDLING ASBESTOS CONTAINING MATERIAL

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BUILDING NO. 110

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(CHAPEL)

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BUILDING NO. 111

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(RESERVATION MANAGER)

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BUILDING NO. 421

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(DECISION CENTER)

AutoCAD SHX Text FOR ALL OTHER UTILITY CROSSING, CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF SIX (6) INCHES. IN ACCORDANCE WITH CODE OF MARYLAND REGULATIONS (COMAR) 26.04.01.33, DIRECT AND INDIRECT ADDITIVES, SUPPLIERS OF WATER SHALL ONLY USE PRODUCTS (ANY MATERIALS THAT COME IN CONTACT WITH WATER INTENDED FOR USE IN PUBLIC WATER SUPPLY) THAT MEET THE APPLICABLE AMERICAN NATIONAL STANDARDS INSTITUTE / NSF INTERNATIONAL (ANSI/NSF) STANDARDS FOR DIRECT OR INDIRECT DRINKING WATER ADDITIVES. THE PRODUCTS CAN ALSO BE CERTIFIED BY AN ORGANIZATION ACCREDITED BY THE ANSI FOR SUCH TESTING (I.E., INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS RESEARCH AND TESTING, ONTARIO CA, UNDERWRITERS LABORATORY, NORTHBROOK IL, AND WATER QUALITY ASSOCIATION, LISLE IL). IN COMPLIANCE WITH COMAR 09.20.01.03 AND THE SAFE DRINKING WATER ACT (SECTION 1417(a)(4)(8), MATERIALS THAT COME IN CONTACT WITH WATER INTENDED FOR USE IN PUBLIC WATER SUPPLY SHALL COMPLY WITH THE REDUCTION OF LEAD IN DRINKING WATER ACT, WHICH WENT INTO EFFECT IN MARYLAND IN JANUARY 2012.

AutoCAD SHX Text THE CONTRACT DRAWINGS WERE GENERATED FROM SEVERAL PAST CONTRACT DRAWING DOCUMENTS TO THE BEST EXTENT POSSIBLE. ACCURACY AND COMPLETENESS OF THE DRAWINGS IS NOT GUARANTEED. FOR CLARITY OF DRAWING PRESENTATION, SOME OBSTRUCTIONS AND DETAILS HAVE BEEN OMITTED. THE CONTRACTOR SHALL FIELD VERIFY ALL AREAS OF PROPOSED DEMOLITION AND NEW WORK FOR A COMPLETE ASSESSMENT OF THE CURRENT CONDITIONS. DIMENSIONS AND ELEVATIONS OF EXISTING STRUCTURES SHOWN ON THESE DRAWINGS ARE BASED ON DRAWINGS USED FOR PRIOR CONSTRUCTION CONTRACTS. ACCURACY AND COMPLETENESS IS NOT GUARANTEED AND EXISTING CONDITIONS ENCOUNTERED MAY VARY FROM THAT SHOWN ON THE DRAWINGS. EXISTING UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN LOCATED USING THE BEST INFORMATION AVAILABLE. HOWEVER, ACCURACY OF HORIZONTAL AND VERTICAL ALIGNMENT IS NOT GUARANTEED. THE CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES IN VICINITY OF PROPOSED WORK IN ADVANCE OF CONSTRUCTION OPERATIONS. ANY DISCREPANCIES OR UTILITY CONFLICTS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. ANY DAMAGE DONE TO THE UTILITIES DUE TO THE CONTRACTOR’S S OPERATION SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR’S EXPENSE S EXPENSE THE CONTRACTOR SHALL TEST PIT AT ALL CONNECTION POINTS TO VERIFY LOCATION, ELEVATION, SPACE, SIZE, AND MATERIAL OF EXISTING LINES PRIOR TO ANY NEW LINE INSTALLATION. CONTRACTOR SHALL PROVIDE ALL NECESSARY ADAPTER FITTINGS OR REDUCERS REQUIRED TO CONNECT TO EXISTING LINES. ALL NEW VALVE FRAME AND COVERS TO BE FLUSH WITH ROADWAY SURFACE OR FLUSH WITH GRADE UNLESS NOTED OTHERWISE. ALL PAVING DISTURBED BY NEW PIPE INSTALLATION SHALL BE REPAIRED PER DETAIL. PROVIDE A MINIMUM OF 3'-6" COVER ON ALL NEW PIPE LINES, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL MAINTAIN A MINIMUM EIGHTEEN (18) INCHES VERTICAL SEPARATION BETWEEN WATER AND SEWER LINES AS PER RECOMMENDED STANDARDS FOR WATERWORKS (2012) 8.8.3.a. THE WATER LINE SHALL BE LAID ABOVE THE SEWER LINE. PARALLEL SEWER AND WATER LINES SHALL BE SEPARATED BY TEN (10) FEET EDGE TO EDGE AS PER RECOMMENDED STANDARDS FOR WATERWORKS (2012) 8.8.2.a.

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EXISTING WATER BOOSTER STATION

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BUILDING NO. 106

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(PATRICK REGAN BARRACKS)

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BUILDING NO. 115

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(WACHTER MAINTENANCE

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FACILITY)

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RUE SAINT LO DRIVE

AutoCAD SHX Text 300,000

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GALLON

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WATER STORAGE TANK

AutoCAD SHX Text CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL UTILITY COMPANIES (ELECTRIC, TELEPHONE, CABLE, GAS, ETC.) WHO HAVE UTILITIES IN THE PROJECT AREA AT LEAST THREE (3) WEEKS BEFORE THE START OF ANY CONSTRUCTION. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND STRUCTURES. CONTRACTOR SHALL CONTACT MISS UTILITY OR OTHER UTILITY LOCATOR AS APPLICABLE PRIOR TO COMMENCING WORK ON THE PROJECT TO ARRANGE FOR UTILITY LOCATION AND MARKING. CONTRACTOR SHALL BE RESPONSIBLE TO PAY FOR ANY COSTS ASSOCIATED WITH UTILITY LOCATOR AND TO INCLUDE UTILITY LOCATOR COSTS IN THE BASE BID. CONTRACTOR SHALL NOT TAP OR MODIFY EXISTING WATER AND/OR SEWER MAINS WITHOUT PRIOR WRITTEN APPROVAL FROM MARYLAND ENVIRONMENTAL SERVICE (OPERATIONS SUPERVISOR OR PROJECT MANAGER). TOPOGRAPHIC SURVEY BY SMC DATED 5/2022 HORIZONTAL CONTROL IS BASED ON MARYLAND STATE COORDINATE SYSTEM NAD83 AND VERTICAL CONTROL BASED ON NAVD88. IT SHALL BE DISTINCTLY UNDERSTOOD THAT FAILURE TO MENTION SPECIFICALLY ANY WORK WHICH WOULD NORMALLY BE REQUIRED TO COMPLETE THE PROJECT SHALL NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO COMPLETE SUCH WORK. ALL EXISTING WATER MAINS PERMANENTLY REMOVED FROM SERVICE SHALL BE EITHER REMOVED AND DISPOSED OF OR ABANDONED VIA CAPPING THE END OF THE MAIN. ANY SECTION OF THE EXISTING WATER MAIN REMOVED BY THE CONTRACTOR THAT IS NOT TO BE PLACED BACK INTO SERVICE SHALL BE CAPPED AT ALL OPEN ENDS. EXISTING WATER MAINS INCLUDING PIPE MATERIALS, FITTINGS, VALVES, FIRE HYDRANTS, AND APPURTENANCES EXCAVATED OR REMOVED FOR CONSTRUCTION OF THE NEW WATER MAIN SHALL BE REMOVED FROM THE WORK SITE AND DISPOSED OF BY THE CONTRACTOR AT AN APPROPRIATE RECEIVING FACILITY AT THE CONTRACTOR’S EXPENSE UNLESS OTHERWISE DIRECTED BY THE S EXPENSE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. AXIAL DEFLECTION OF PVC PIPE JOINTS IS NOT ACCEPTABLE. LONGITUDINAL BENDING OF PVC PIPE BARREL SHALL NOT EXCEED A MINIMUM BENDING RADIUS OF 165 FEET FOR 6-INCH PIPE, 215 FEET FOR 8-INCH PIPE, AND 315 FEET FOR 12-INCH PIPE OR THE MINIMUM ALLOWED BY AWWA AND/OR THE MANUFACTURER, WHICHEVER IS GREATER. JOINT DEFLECTION OF DUCTILE IRON PIPE (DIP) SHALL NOT EXCEED 4 DEGREES OR 80% OF THE MAXIMUM ALLOWED BY AWWA AND/OR THE MANUFACTURER, WHICHEVER IS LESSER. THE CONTRACTOR SHALL BACKFILL OR STEEL PLATE ALL OPEN EXCAVATIONS AT THE END OF EACH WORK DAY AND OPEN TRAFFIC TO NORMAL TWO-WAY TRAFFIC.

AutoCAD SHX Text CONTRACTOR SHALL NOTIFY MARYLAND ENVIRONMENTAL SERVICE (MR. DAVE COALE 443-223-0062) AT LEAST TWO (2) WEEKS PRIOR TO THE START OF WORK.

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AutoCAD SHX Text THE PROJECT AREA INCLUDES THE MONTROSE CHAPEL (NR-1045) AND THE MONTROSE INDUSTRIAL SCHOOL FOR GIRLS HISTORIC DISTRICT (MIHP BA-3207). THE CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF THESE SITES SO AS TO NOT DAMAGE THEM AND SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS.

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RUE SAINT LO DRIVE

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HANOVER PIKE / MARYLAND ROUTE 30

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GIS 196

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BRASS DISK

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NORTHING: 668629.90

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EASTING: 1359353.71

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TO HANOVER PIKE/

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MARYLAND ROUTE 30

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BENCHMARK

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BALTIMORE COUNTY SURVEY CONTROL

ELEVATION: 707.16'

UEUEUEUE

UE UE

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SDSDSDSDSD

C C C C C C

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C C

UE UE

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UEUE

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WELL

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WELL

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WV (TYP,)

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FH (TYP,)

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TRANSFORMER

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LIGHT POLE (TYP.)

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MANHOLE (TYP.)

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TREE (TYP.)

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TREE (TYP.)

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TREE (TYP.)

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TREE (TYP.)

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PAVING

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PAVING

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PUMP HSE. F.F. 539.92'

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CONCRETE

AutoCAD SHX Text WATER LINE FROM WELL BELIEVED TO BE CONSTRUCTED OF NON-CONDUCTIVE MATERIAL UNABLE TO LOCATE

AutoCAD SHX Text STORMDRAIN STRUCTURE TOP ELEV 560.03' 4" IRON INV. IN ELEV. 558.74' SEDIMENT ELEV. 556.68' UNABLE TO DETERMINE OUTFALL

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WOODS LINE

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TREE (TYP.)

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AutoCAD SHX Text N 666300

AutoCAD SHX Text E 1353900

AutoCAD SHX Text N 666300

AutoCAD SHX Text E 1354100

AutoCAD SHX Text N 666700

AutoCAD SHX Text E 1354100

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MATCHLINE STA. 3+75 SEE SHEET 5 FOR CONTINUATION

AutoCAD SHX Text 0+18 8" 1/8

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HB & BUTTRESS

AutoCAD SHX Text 0+27 8" 1/8

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HB & BUTTRESS

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HB & BUTTRESS

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HB & BUTTRESS

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0+06 8" GATE VALVE

AutoCAD SHX Text 3+17 8" 1/8

AutoCAD SHX Text 0+01 8" 1/4

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HB & BUTTRESS

AutoCAD SHX Text 3+02 8" 1/16

AutoCAD SHX Text 2+97 8" 1/16

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HB & BUTTRESS

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APPROX. EX. UE

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APPROX. EX. UE

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APPROX. EX. UE

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APPROX. EX. CTV

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HB & BUTTRESS

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RESTRAIN ALL JOINTS

AutoCAD SHX Text 2+60

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TEE & BUTTRESS

AutoCAD SHX Text 3+10 8"x8"

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3+25 8" GATE VALVE

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3.5' MIN.

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COVER

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0+00 CONNECT TO EX. W

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PROP. 8" WATER

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(C900-DR18 PVC)

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RESTRAIN ALL JOINTS

AutoCAD SHX Text 0+08 8" 1/8

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HB & BUTTRESS

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0+16 8"X8"X8" TEE & BUTTRESS

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CONNECTT TO EX. 6" W WITH

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8"X6" REDUCER EACH DIRECTION

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EX. 8" WM

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EX. GROUND

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NO.

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DATE

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REVISIONS

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DATE

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CHECKED

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DESIGN

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ARCHITECTS & ENGINEERS

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GEORGE, MILES & BUHR, LLC

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SALISBURY BALTIMORE SEAFORD

AutoCAD SHX Text www.gmbnet.com

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DRAWING

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SHEET NO.

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OCTOBER, 2025

AutoCAD SHX Text 200117.C

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OF 17

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BALTIMORE COUNTY, MARYLAND

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JML

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AMP/KMC

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WMG

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MARYLAND ENVIRONMENTAL SERVICE

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WATER MAIN REPLACEMENT

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CAMP FRETTERD

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MES PROJECT ID 1-26-2-19-5

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CHIEF, WATER/ WASTEWATER ENGINEERING

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JEN WIJETUNGA

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EXECUTIVE DIRECTOR

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MANAGING DIRECTOR, WATER/WASTEWATER

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MATTHEW LAPINSKY, PE

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PROJECT ENGINEER

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EZGI KURDOGLU

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CHARLES C. GLASS, PHD, PEHD, PED, PE

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PATH:

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PLAN AND PROFILE

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NOTES

AutoCAD SHX Text THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE EXISTING UTILITIES AND TEST PIT EACH UTILITY CROSSING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF DISCREPANCIES ARE FOUND BETWEEN THE TEST PIT RESULTS AND THESE PLANS. THE CONTRACTOR SHALL TEST PIT ALL CONNECTION POINTS TO VERIFY LOCATION, ELEVATION, SIZE, AND MATERIAL OF EXISTING LINES PRIOR TO ANY NEW LINE INSTALLATION. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ADAPTER FITTINGS OR REDUCERS REQUIRED TO CONNECT EXISTING LINES. AXIAL DEFLECTION OF PVC PIPE JOINTS IS NOT ACCEPTABLE. LONGITUDINAL BENDING OF PVC PIPE BARREL SHALL NOT EXCEED A MINIMUM BENDING RADIUS OF 165 FEET FOR 6-INCH PIPE AND 215 FEET FOR 8-INCH PIPE OR THE MINIMUM ALLOWED BY AWWA AND/OR THE MANUFACTURER, WHICHEVER IS GREATER. EXISTING WATER MAIN SHALL BE CUT AND CAPPED IN ACCORDANCE WITH THE APPROVED SEQUENCE OF CONSTRUCTION. ANY SECTION OF EXISTING WATER MAIN NOT CAPPED SHALL BE REMOVED.

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PLAN SCALE: 1"=40'

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BUILDING NO. 320

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(PUMP HOUSE)

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NEAR THE WELLS

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PROP. 8" W

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EX. GROUND

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SCALE: HOR.: 1"=40'

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%%UPROFILE STA. 0+00 TO STA. 3+75

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VERT.: 1"=4'

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SEE SHEET 5 FOR CONTINUATION

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MATCHLINE STA. 3+75

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PROPOSED 8" WATER

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(C900 - DR18 PVC)

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PROPOSED 8" WATER

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%%UPROFILE DESERT STORM CONNECTION

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VERT.: 1"=4'

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WM-1

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WATER MAIN STAKEOUT CHART

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AutoCAD SHX Text 666402.46

AutoCAD SHX Text 666416.70

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AutoCAD SHX Text 1354075.41

AutoCAD SHX Text 1354083.98

AutoCAD SHX Text 1354093.02

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AutoCAD SHX Text 1354239.70

AutoCAD SHX Text 1354253.79

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NORTHING

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8" 1/4 ELBOW

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8" 1/8 BEND

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8" 1/32 BEND

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8" 1/32 BEND

AutoCAD SHX Text 3+10

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8"X8" TEE

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AutoCAD SHX Text 666654.14

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8" GATE VALVE

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LOCUS 1 AREA FOR PHASE II ARCHAEOLOGICAL EVALUATION (BY OTHERS)

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EX. 6" W (TO BE ABANDONED IN PLACE)

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EX. 6" W (TO BE ABANDONED IN PLACE)

EX. 6" WATER MAIN SHALL BE CAPPED. ANY SECTION OF EX. WATER MAIN NOT CAPPED SHALL BE REMOVED.

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WOODS LINE

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4" METAL WATER SERVICE

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AutoCAD SHX Text N 666650

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MATCHLINE STA. 9+30 SEE SHEET 6 FOR CONTINUATION

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HB & BUTTRESS

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(C900 - DR18 PVC)

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3.5' MIN.

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NO.

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CHECKED

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DRAWN

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ARCHITECTS & ENGINEERS

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GEORGE, MILES & BUHR, LLC

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SALISBURY BALTIMORE SEAFORD

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DRAWING

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OCTOBER, 2025

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OF 17

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BALTIMORE COUNTY, MARYLAND

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JML

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AMP/KMC

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WMG

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MARYLAND ENVIRONMENTAL SERVICE

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WATER MAIN REPLACEMENT

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CAMP FRETTERD

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MES PROJECT ID 1-26-2-19-5

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CHIEF, WATER/ WASTEWATER ENGINEERING

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JEN WIJETUNGA

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EXECUTIVE DIRECTOR

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MANAGING DIRECTOR, WATER/WASTEWATER

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MATTHEW LAPINSKY, PE

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PROJECT ENGINEER

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EZGI KURDOGLU

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CHARLES C. GLASS, PHD, PEHD, PED, PE

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PATH:

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PLAN SCALE: 1"=40'

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PLAN AND PROFILE

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BUILDING NO. 207

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(CORPORAL CHARLES VEAL)

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BUILDING NO. 228

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(PAVILION)

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BUILDING NO. 206

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(GIST BUILDING)

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EX. 4" WATER MAIN SHALL BE CAPPED.

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ANY SECTION OF EX. WATER MAIN NOT

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CAPPED SHALL BE REMOVED

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PROP. 8" W

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EX. 6" W (TO BE ABANDONED IN PLACE)

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SCALE: HOR.: 1"=40'

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%%UPROFILE STA. 3+75 TO STA. 9+30

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VERT.: 1"=4'

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MATCHLINE STA. 3+75 SEE SHEET 4 FOR CONTINUATION

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MATCHLINE STA. 9+30 SEE SHEET 6 FOR CONTINUATION

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EX. GROUND

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PROP. 4" WATER

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WM-2

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STATION

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AutoCAD SHX Text 1354345.54

AutoCAD SHX Text 4+19

AutoCAD SHX Text 5+29

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AutoCAD SHX Text 4+07

AutoCAD SHX Text 1354400.99

AutoCAD SHX Text 1354394.61

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WATER MAIN STAKEOUT CHART

AutoCAD SHX Text 666732.23

AutoCAD SHX Text 6+24

AutoCAD SHX Text 1354488.91

AutoCAD SHX Text 5+24

AutoCAD SHX Text 666713.23

AutoCAD SHX Text 1354392.43

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8" 1/8 BEND

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8" 1/8 BEND

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8" 1/8 BEND

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8" 1/32 BEND

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8"X8" TEE

8"X4" TEE SERVICE

U E

X X

CURVE TABLE

CURVE NO. LENGTH RADIUS PC PT DELTA ANGLE CHORD LENGTH CHORD DIRECTION START DIRECTION END DIRECTION

C4 25.00' 215.00' 11+43.72' 11+68.72' 6.6627 24.99' N85° 29' 58"E N82° 10' 06"E N88° 49' 51"E C5 9.67' 215.00' 12+86.05' 12+95.72' 2.578 9.67' N84° 20' 58"E N85° 38' 18"E N83° 03' 37"E C6 35.20' 215.00' 13+76.73' 14+11.93' 9.3797 35.16' N34° 04' 41"E N38° 46' 05"E N29° 23' 18"E C7 10.53' 215.00' 14+56.34' 14+66.87' 2.8065 10.53' N27° 59' 06"E N29° 23' 18"E N26° 34' 55"E

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MATCHLINE STA. 9+30 SEE SHEET 5 FOR CONTINUATION

AutoCAD SHX Text 10+31 8" 1/8

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HB & BUTTRESS

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TO BE ABANDONED

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APPROX. 6" W

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APPROX. EX. UE

AutoCAD SHX Text 9+78 8"X4"

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TEE & BUTTRESS

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RESTRAIN ALL JOINTS

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10+76 8" GATE VALVE

AutoCAD SHX Text 12+08

AutoCAD SHX Text 10+94 8"X8"

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TEE & BUTTRESS

AutoCAD SHX Text 11+07 8" 1/8

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HB & BUTTRESS

AutoCAD SHX Text 11+73 8" 1/16

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HB & BUTTRESS

AutoCAD SHX Text 11+76 8" 1/16

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HB & BUTTRESS

AutoCAD SHX Text 11+80 8" 1/8

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HB & BUTTRESS

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10+86 8" GATE VALVE

AutoCAD SHX Text 10+81 8"X8"

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TEE & BUTTRESS

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12+08 EX. 8" GATE VALVE

AutoCAD SHX Text 11+89

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ALL JOINTS

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RESTRAIN

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OTHERS

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AutoCAD SHX Text 11+44

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PROPOSED 8" WATER

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(C900 - DR18 PVC)

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12+08 CONNECT TO EX. W

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12+30 8" GATE VALVE

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12+32 8"X8" TEE

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12+35 8" GATE VALVE

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12+41 8" 1/8 HB & BUTRESS

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12+44 8" 1/8 HB & BUTRESS

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12+32 8"X8" TEE

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GENERATOR PAD

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WATER TANK

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WATER TANK

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WV (TYP.)

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WV (TYP.)

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WV (TYP.)

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ELEC. BOX

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TRANSFORMER PAD

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BRICK STRUCTURE

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CONCRETE

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GRAVEL

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GRAVEL

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TRACK

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POST AND CABLE FENCE

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CONCRETE FOOTER

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CONCRETE FOOTER

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TREE (TYP.)

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TREE (TYP.)

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GATE

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STRUCTURE

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WOOD POST

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SIGN

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POST AND CABLE FENCE

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WOOD RET. WALL

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LIGHT POLE

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8' METAL DRAIN INV. ELEV.=634.82'

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WOODS LINE

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WOOD POST

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WOOD POST

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WV (TYP,)

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TREE (TYP.)

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TREE (TYP.)

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EX. PAVILION

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AutoCAD SHX Text N 666750

AutoCAD SHX Text E 1354950

AutoCAD SHX Text N 666750

AutoCAD SHX Text E 1355200

AutoCAD SHX Text N 667050

AutoCAD SHX Text E 1355200

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PROP. 8" WATER

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(C900-DR18 PVC)

AutoCAD SHX Text 0+13 8" 1/32

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HB & BUTTRESS

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0+14 CONNECT

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TO EX. W

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RESTRAIN

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ALL JOINTS

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EX. 8" WM

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EX. GROUND

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PROP. 8" WATER

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(C900-DR18 PVC)

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0+03 8" GATE VALVE

AutoCAD SHX Text 0+35 8" 1/8

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HB & BUTTRESS

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0+39 CONNECT

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TO EX. W

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RESTRAIN

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ALL JOINTS

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EX. STORAGE TANK

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EX. GROUND

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PROP. 8" WATER

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(C900-DR18 PVC)

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0+24 8" GATE VALVE

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0+35 8" GATE VALVE

AutoCAD SHX Text 0+48 8" 1/8

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HB & BUTTRESS

AutoCAD SHX Text 0+30 8"X8"

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0+45 8" GATE VALVE

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TEE & BUTTRESS

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0+67 CONNECT

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TO EX. W

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0+40 8" TEE & BUTTRESS

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CONNECT TO EX. W

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RESTRAIN

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ALL JOINTS

AutoCAD SHX Text 0+67 8" 1/8

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HB & BUTTRESS

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EX. STORAGE TANK

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EX. GROUND

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MATCHLINE STA. 15+72 SEE SHEET 7 FOR CONTINUATION

AutoCAD SHX Text 13+43 8" 1/8

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HB & BUTTRESS

AutoCAD SHX Text 12+77 8" 1/8

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HB & BUTTRESS

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ALL JOINTS

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RESTRAIN

AutoCAD SHX Text 12+58

AutoCAD SHX Text 13+07

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RESTRAIN ALL JOINTS

AutoCAD SHX Text 15+47

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12+58 EX. 8" GATE VALVE

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12+58 CONNECT TO EX. W

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12+52 8" GATE VALVE

AutoCAD SHX Text 12+61 8" 1/8

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HB & BUTTRESS

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NO.

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DATE

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REVISIONS

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DATE

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JOB

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CHECKED

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DRAWN

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DESIGN

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ARCHITECTS & ENGINEERS

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GEORGE, MILES & BUHR, LLC

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SALISBURY BALTIMORE SEAFORD

AutoCAD SHX Text www.gmbnet.com

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DRAWING

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SHEET NO.

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OCTOBER, 2025

AutoCAD SHX Text 200117.C

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OF 17

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BALTIMORE COUNTY, MARYLAND

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JML

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AMP/KMC

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WMG

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MARYLAND ENVIRONMENTAL SERVICE

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WATER MAIN REPLACEMENT

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CAMP FRETTERD

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MES PROJECT ID 1-26-2-19-5

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CHIEF, WATER/ WASTEWATER ENGINEERING

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JEN WIJETUNGA

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EXECUTIVE DIRECTOR

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MANAGING DIRECTOR, WATER/WASTEWATER

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MATTHEW LAPINSKY, PE

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PROJECT ENGINEER

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EZGI KURDOGLU

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CHARLES C. GLASS, PHD, PEHD, PED, PE

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PATH:

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PLAN AND PROFILE

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NOTES

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1. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE EXISTING UTILITIES AND TEST THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE EXISTING UTILITIES AND TEST PIT EACH UTILITY CROSSING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF DISCREPANCIES ARE FOUND BETWEEN THE TEST PIT RESULTS AND THESE PLANS. 2. THE CONTRACTOR SHALL TEST PIT ALL CONNECTION POINTS TO VERIFY LOCATION, THE CONTRACTOR SHALL TEST PIT ALL CONNECTION POINTS TO VERIFY LOCATION, ELEVATION, SIZE, AND MATERIAL OF EXISTING LINES PRIOR TO ANY NEW LINE INSTALLATION. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ADAPTER FITTINGS OR REDUCERS REQUIRED TO CONNECT EXISTING LINES. 3. AXIAL DEFLECTION OF PVC PIPE JOINTS IS NOT ACCEPTABLE. LONGITUDINAL AXIAL DEFLECTION OF PVC PIPE JOINTS IS NOT ACCEPTABLE. LONGITUDINAL BENDING OF PVC PIPE BARREL SHALL NOT EXCEED A MINIMUM BENDING RADIUS OF 165 FEET FOR 6-INCH PIPE AND 215 FEET FOR 8-INCH PIPE OR THE MINIMUM ALLOWED BY AWWA AND/OR THE MANUFACTURER, WHICHEVER IS GREATER. 4. EXISTING WATER MAIN SHALL BE CUT AND CAPPED IN ACCORDANCE WITH THE EXISTING WATER MAIN SHALL BE CUT AND CAPPED IN ACCORDANCE WITH THE APPROVED SEQUENCE OF CONSTRUCTION. ANY SECTION OF EXISTING WATER MAIN NOT CAPPED SHALL BE REMOVED. 5. THE CONTRACTOR SHALL REMOVE EXISTING SIDEWALK, CONCRETE PAD, AND THE CONTRACTOR SHALL REMOVE EXISTING SIDEWALK, CONCRETE PAD, AND HE CONTRACTOR SHALL REMOVE EXISTING SIDEWALK, CONCRETE PAD, AND CHAINLINK FENCE IN ORDER TO PERFORM THE WORK. THE SIDEWALK, CONCRETE PAD, AND CHAINLINK FENCE SHALL BE REPLACED FOLLOWING INSTALLATION OF THE NEW WATER MAIN. THE EXISTING APPROXIMATELY 9’ X 11’ CONCRETE PAD SHALL BE X 11’ CONCRETE PAD SHALL BE CONCRETE PAD SHALL BE REMOVED IN ITS ENTIRETY AND REPLACED WITH A NEW PAD OF THE SAME DIMENSIONS FOLLOWING THE SIDEWALK REPAIR DETAIL 6. CONTRACTOR SHALL LOCATE AND TEST PIT ALL EXISTING ELECTRICAL LINES IN AREA CONTRACTOR SHALL LOCATE AND TEST PIT ALL EXISTING ELECTRICAL LINES IN AREA OF WATER BOOSTER STATION.

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PLAN SCALE: 1"=40'

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SCALE: HOR.: 1"=40'

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%%UPROFILE STA. 9+30 TO STA. 15+72

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VERT.: 1"=4'

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ABANDONED IN PLACE)

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EX. 8" ACP W (TO BE

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PROP. YARD HYDRANT

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BUILDING NO. 228

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(PAVILION)

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PROP. 8" W

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PROP. 8" W

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MATCHLINE STA. 9+30 SEE SHEET 5 FOR CONTINUATION

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MATCHLINE STA. 15+72 SEE SHEET 7 FOR CONTINUATION

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EX. 8" ACP W (TO BE ABANDONED IN PLACE)

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REMAIN IN SERVICE)

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EX. 8" DIP W. (TO

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EX. GROUND

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3.5' MIN.

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COVER

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SCALE: HOR.: 1"=40'

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%%UCONNECTION NEAR TRACK

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VERT.: 1"=4'

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SCALE: HOR.: 1"=40'

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%%UCONNECTION AT 100,000 GALLON TANK

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VERT.: 1"=4'

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SCALE: HOR.: 1"=40'

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%%UCONNECTION AT 300,000 GALLON TANK

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VERT.: 1"=4'

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WM-3

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WM-4

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EX. W (TO REMAIN IN PLACE)

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ABANDONED IN PLACE)

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EX. 8" W (TO BE

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ABANDONED IN PLACE)

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EX. 6" W (TO BE

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ABANDONED IN PLACE)

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EX. 8" W (TO BE

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WATER MAIN STAKEOUT CHART

AutoCAD SHX Text 10+31

AutoCAD SHX Text 10+86

AutoCAD SHX Text 10+94

AutoCAD SHX Text 11+07

AutoCAD SHX Text 11+73

AutoCAD SHX Text 11+76

AutoCAD SHX Text 11+80

AutoCAD SHX Text 12+77

AutoCAD SHX Text 13+43

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8" 1/8 BEND

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8" GATE VALVE

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8"X8" TEE

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8" 1/16 BEND

AutoCAD SHX Text 666787.71

AutoCAD SHX Text 666831.05

AutoCAD SHX Text 666837.54

AutoCAD SHX Text 666829.64

AutoCAD SHX Text 666836.69

AutoCAD SHX Text 666837.87

AutoCAD SHX Text 666840.68

AutoCAD SHX Text 666838.63

AutoCAD SHX Text 666846.02

AutoCAD SHX Text 1354892.20

AutoCAD SHX Text 1354925.09

AutoCAD SHX Text 1354930.01

AutoCAD SHX Text 1354940.47

AutoCAD SHX Text 1355006.16

AutoCAD SHX Text 1355008.88

AutoCAD SHX Text 1355011.59

AutoCAD SHX Text 1355103.60

AutoCAD SHX Text 1355169.53

AutoCAD SHX Text 9+78

AutoCAD SHX Text 10+81

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8"X4" TEE SERVICE

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8"X8" TEE

AutoCAD SHX Text 666780.42

AutoCAD SHX Text 666827.21

AutoCAD SHX Text 1354839.22

AutoCAD SHX Text 1354922.18

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8" 1/8 BEND

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8" 1/8 BEND

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8" 1/8 BEND

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8" 1/8 BEND

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8" 1/16 BEND

AutoCAD SHX Text 10+76

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8" GATE VALVE

AutoCAD SHX Text 666822.98

AutoCAD SHX Text 1354918.97

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MAIN LINE

AutoCAD…

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