W-60_TrimbleRdExtension_ConstructionPlans_WEB-ONLY.pdf

PDF 39 MB Posted Sep 1, 2026

Attached to: Trimble Road Water Main Extension Contract No. W-60
Solicitation number: BPM058300
Issued by: Allegany County, Maryland

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Written by GovTribe AI · Sep 10, 2026

Trimble Road Water Main Extension Construction Plans Summary

This construction plans document pertains to the State of Maryland's Trimble Road Water Main Extension project (Contract No. W-60), located near Mt. Savage, Maryland. The project involves replacing approximately 3,200 linear feet of waterline, installing one booster station, and associated appurtenances to extend water service to the specified area. The construction plans document provides detailed engineering specifications, design drawings, and technical requirements necessary for contractors to bid on and execute the water main extension work. The plans include site layouts, elevation drawings, pipe specifications, valve and fitting locations, booster station specifications, and connections to existing infrastructure, establishing the scope and technical parameters for the project execution.

The construction plans serve as the primary technical reference document for prospective bidders to understand project requirements, site conditions, and construction methodologies. The document establishes baseline engineering standards and specifications that contractors must follow during project implementation. Bidders should reference these construction plans in conjunction with the project bid documents, scope of work, and contract specifications to prepare comprehensive proposals. The plans ensure consistency in project delivery and provide the technical framework for quality assurance and contract administration throughout the water main extension project near Mt. Savage.

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File	Type	Posted
TrimbleWater_Addendum1.pdf	PDF	Sep 1, 2026
Addendum2_TrimbleWater.pdf	PDF	Sep 1, 2026
W-60_TrimbleRdExtension_ContractDocuments_WEB-ONLY.pdf	PDF	Sep 1, 2026

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Maryland Department of the Environment

Land and Materials Administration

Abandoned Mine Land Division

LOCATION MAP

WASHINGTON

FREDERICK

CARROLL

BALTIMORE

BALTI-

CITYHOWARD

MONTGOMERY ANNE

ARUNDEL

PRINCE

GEORGE'S

CHARLES

TALBOT

QUEEN

ANNE'S

KENT

HARFORD

CECIL

CAROLINE

DORCHESTER

ST. MARY'S

SOMERSET

WICOMICO

WORCESTER

CALVERT

PROJECT LOCATION

SLABTOWN, MARYLAND

GARRETT

VICINITY MAP

FROSTBURG & CUMBERLAND, MD USGS QUADS

SCALE 1" = 2,000'

SITE LOCATION

BOARD OF PUBLIC WORKS

WES MOORE, GOVERNOR

BROOKE LIERMAN, COMPTROLLER

DERECK DAVIS, TREASURER

TRIMBLE ROAD WATER MAIN EXTENSION

ALLEGANY COUNTY CONTRACT W-60

THESE PLANS ARE INTENDED TO BE PLOTTED ON 22" X 34" SHEETS. FOR REDUCTIONS, REFER TO GRAPHIC SCALE, THESE PLANS HAVE BEEN CREATED FOR FULL COLOR PLOTTING. ANY SET OF THESE PLANS THAT IS NOT PLOTTED IN FULL COLOR SHALL NOT BE CONSIDERED ADEQUATE FOR CONSTRUCTION PURPOSES. "WARNING", INFORMATION MAY BE LOST IN COPYING AND/OR GRAY SCALE PLOTTING.

PLAN REPRODUCTION WARNING

DESCRIPTION

LOCATION

TITLE PROJECT NO.

DATE

Maryland Department of the Environment

Abandoned Mine Land Division

Land and Materials Administration

DESIGN BY

DRAWN BY

SURVEYED BY

ALLEGANY COUNTY GOVERNMENT

PUBLIC WORKS

TRIMBLE ROAD WATERLINE EXTENSION

ALLEGANY COUNTY, MARYLAND

06/30/2026

0102-20-0317.150

SHEET___OF ___

TRIMBLE ROAD WATER LINE

EXTENSION

MT. SAVAGE

ALLEGANY COUNTY, MARYLAND

GENERAL NOTES & LEGENDS

ALLEGANY

INFO ONLY - NOT FOR BID

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SCHEDULE OF DRAWINGS

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DESCRIPTION

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SCALE

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SHEET NO.

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COVER SHEET

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AS SHOWN

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GENERAL NOTE & LEGENDS

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PLAN

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WATER DETAILS

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METER VAULT DETAIL

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POTESTA & ASSOCIATES, INC.

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TEL: (304) 225-2245 FAX: (304) 225-2246

AutoCAD SHX Text 125 Lakeview Drive, Morgantown, WV 26508

AutoCAD SHX Text E-Mail Address: potesta@potesta.com

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TRAFFIC CONTROL AND RESTORATION DETAILS

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ALLEGANY COUNTY

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. 24630 EXPIRATION DATE:

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SIGNATURE

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MISCELLANEOUS DETAILS

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WATER PUMP STATION

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EROSION AND SEDIMENT CONTROL NOTES

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GENERAL NOTES AND CONSTRUCTION NOTES

1. THIS PROJECT IS BEING COMPLETED BY THE MARYLAND DEPARTMENT OF THE ENVIRONMENT (MDE) ABANDONED MINE

LAND (AML) DIVISION AND THE ALLEGANY COUNTY GOVERNMENT UTILITIES DIVISION.

2. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE MARYLAND HIGHWAY ADMINISTRATION (MHA), AND ALLEGANY COUNTY GOVERNMENT FOR TRAFFIC CONTROL AND ALL OTHER RELATED WORK WITHIN STATE, COUNTY, AND ALL OTHER

ROADWAYS.

3. REVEGITATION OF THE SITE WILL BE THE STANDARD MHA PLANTING PRACTICE OR THE MDE PLANTING MIX AS SPECIFIED.

4. THE PROPOSED WORK MUST BE CONDUCTED UNDER THE MOST RIGOROUS CONFORMITY WITH STATE, FEDERAL, AND COUNTY GUIDELINES AND REGULATIONS, FOR EROSION AND SEDIMENT CONTROL - BACKED BY STRICT MONITORING AND

ENFORCEMENT BY MDE COMPLIANCE INSPECTORS THROUGHOUT THE CONSTRUCTION PROCESS.

5. THE CONTRACTOR SHALL VIDEO THE ENTIRE PROJECT AREA PRIOR TO STARTING CONSTRUCTION. A COPY IS TO BE PROVIDED TO THE ENGINEER, AND THE CONTRACTOR IS TO RETAIN A COPY IN THE EVENT OF ANY ISSUES THAT MAY

ARISE DURING OR AFTER CONSTRUCTION.

6. IF NECESSARY, THE CONTRACTOR MAY REMOVE SECTIONS OF GUIDERAIL AS NECESSARY TO INSTALL THE WATER LINE.

THE GUIDERAIL MUST BE REINSTALLED PRIOR TO THE CLOSE OF THE WORKDAY ON THE SAME DAY IT WAS REMOVED.

7. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR LOCATION OF ANY UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL CONTACT ALL PUBLIC AND PRIVATE UTILITY AGENCIES AUTHORIZED TO SERVE THE PROJECT AREA AND DETERMINE THE EXISTENCE AND/OR LOCATION OF ALL UNDERGROUND UTILITIES.

8. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES AND MAINTAIN UNINTERRUPTED SERVICE. ANY DAMAGE INCURRED SHALL BE REPAIRED IMMEDIATELY TO THE SATISFACTION OF THE

ENGINEER AND UTILITY OWNER AT NO EXPENSE TO THE PROJECT.

9. THE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD IDENTIFY ALL UTILITIES INSIDE THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL FOLLOW ALL OSHA AND UTILITY OWNER GUIDELINES WHEN WORKING NEAR UTILITIES. IT IS REQUIRED THAT MISS UTILITY OF MARYLAND BE CONTACTED AT 1-800-257-7777 48 HOURS BEFORE EXCAVATION IS

STARTED AND EVERY 8 BUSINESS DAYS TO COMPLY DURING THE EXCAVATION PERIOD.

10. IN THE EVENT THAT THE CONTRACTOR DISCOVERS A DISCREPANCY BETWEEN THE PLANS AND OBSERVED FIELD CONDITIONS, OR BETWEEN ANY OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITING, OF THE DISCREPANCY AND THE ENGINEER SHALL PROVIDE THE CONTRACTOR WITH A FIELD ORDER INDICATING

THE REQUIRED REMEDY

11. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE STANDARDS AND SPECIFICATIONS PROVIDED IN CONTRACT

DOCUMENTS.

12. ALL EXCAVATION SHALL BE CONSIDERED UNCLASSIFIED EXCAVATION. THE CONTRACTOR SHALL FIELD EVALUATE THE COMPLETE PROJECT AREA. NO ADDITIONAL COMPENSATION SHALL BE GIVEN FOR ROCK ENCOUNTERED DURING THE

CONSTRUCTION OF THIS PROJECT.

13. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL PLAN AND ELEVATION DIMENSIONS PRIOR TO ORDERING

MATERIALS FOR THE CONSTRUCTION OF THE VARIOUS BID ITEMS ON THIS PROJECT.

14. ANY EXISTING ROADWAYS OR STREETS DISTURBED BY CONSTRUCTION OF PROPOSED WATER LINES SHALL BE REPAIRED BY THE CONTRACTOR TO ORIGINAL CONDITION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR THE REPAIR OF ROADWAYS DAMAGED FROM CONSTRUCTION ACTIVITY EXCEPT AS SHOWN IN THE CONSTRUCTION PLANS.

15. ALL CONSTRUCTION SHALL BE PERFORMED IN THE ROAD RIGHTS-OF-WAY AND TEMPORARY CONSTRUCTION EASEMENTS

IF PROVIDED.

16. PROPERTY LINES SHOWN ON THE PLANS ARE APPROXIMATE LOCATION AND WAS OBTAINED FROM AVAILABLE

INFORMATION PROVIDED BY ALLEGANY COUNTY GOVERNMENT UTILITIES DIVISION.

17. ALL MATERIAL REMOVED AND NOT REUSED IN THE CONSTRUCTION OF THIS PROJECT WILL BE REMOVED FROM THE

PROJECT AND PROPERLY DISPOSED OF BY THE CONTRACTOR.

18. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENCES AND BUSINESSES THROUGHOUT CONSTRUCTION.

HOMEOWNERS AND BUSINESSES ARE TO BE NOTIFIED AT LEAST 24 HOURS IN ADVANCE OF ANY TEMPORARY

DISTURBANCE TO ACCESS.

19. THE HAULING OF MATERIALS AND EQUIPMENT ALONG STATE AND COUNTY ROADWAYS SHALL BE IN ACCORDANCE WITH

THE MARYLAND DEPARTMENT OF TRANSPORTATION, STATE HIGHWAYS ADMINISTRATION.

20. REVIEW OF THE NATIONAL WETLANDS INVENTORY INDICATES NO WETLANDS IN THE VICINITY OF THE PROJECT.

21. REVIEW OF THE FEMA FLOOD PLAIN MAPS INDICATES THE PROJECT DOES NOT ENCROACH WITHIN THE 100 FLOOD PLAIN.

22. CONTRACTOR IS RESPONSIBLE TO KEEP ALL PUBLIC ROADWAYS AND DRAINAGE SYSTEMS FREE FROM DIRT, MUD, CONSTRUCTION DEBRIS, AND CREW LITER AT ALL TIMES. NO TRACKING OF MUD AND/OR DEBRIS ONTO ADJACENT

ROADWAYS OR PROPERTIES WILL BE PERMITTED.

23. THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS TO ANY ITEMS DAMAGED DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO: ROADS, UTILITIES, FENCES, PARKING LOTS, PRIVATE PROPERTY, ET CETERA.

24. SITE INFORMATION:

a. TOTAL AREA OF SITE IN ACRES 0.19 ACRES±

b. AREA OF DISTURBANCE IN ACRES 0.18 ACRES±

c. IMPERVIOUS AREA IN ACRES NO NEW IMPERVIOUS AREAS WILL BE ADDED WITH

THE CONSTRUCTION OF THIS PROJECT.

CONSTRUCTION EQUIPMENT

1. THE CONTRACTOR WILL BE REQUIRED TO CHOOSE AND FURNISH APPROPRIATE EQUIPMENT FOR CONSTRUCTION. THE CONTRACTOR WILL ALSO BE REQUIRED TO PROVIDE MANAGEMENT, LABOR, MATERIALS, AND ALL OTHER INCIDENTALS NECESSARY FOR ALL WORK AS DETAILED ON CONTRACT DRAWINGS, AND PLACEMENT OF EROSION AND SEDIMENT CONTROL MEASURES. ALL EARTH MOVING EQUIPMENT SHALL BE SERVICED PRIOR TO THE START OF WORK EACH MORNING. EQUIPMENT SHALL BE MAINTAINED TO PREVENT: FUEL, OIL, AND LUBRICANT SPILLS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTAIN AND CLEAN UP ANY ACCIDENTAL SPILLS THAT MAY OCCUR. A SPILL KIT IS REQUIRED ON SITE FOR THE DURATION OF

THE PROJECT.

GENERAL NOTES & LEGENDS

PIPE LINE INSTALLATION WITHIN THE ROAD RIGHT OF WAY GENERAL NOTES

1. ALL CONSTRUCTION WITHIN THE ROAD RIGHTS-OF-WAY WILL CONFORM TO THE FOLLOWING ALLEGANY COUNTY

SPECIFICATIONS.

2. TRAFFIC CONTROL WILL CONFORM TO THE SUGGESTED TRAFFIC CONTROL CASES(S) AT A MINIMUM. NO ADDITIONAL

COMPENSATION WILL BE ALLOWED FOR THIS ELEMENT.

3. ON ALL UNDERGROUND UTILITY INSTALLATIONS, A MAGNETIC TAPE, COLOR CODED IN ACCORDANCE WITH "GUIDELINES FOR UNIFORM MARKING OF UNDERGROUND FACILITIES WILL BE PLACED ONE FOOT (12") INCHES TO EIGHTEEN (18) INCHES

BELOW THE SURFACE DIRECTLY OVER THE INSTALLATION OF THE LINE OR PIPE.

4. WHEN FINISHED GRADE OF DITCH LINES IS 5% OR GREATER, DITCH LINES SHALL BE RIP-RAPPED WHEN INSTALLING

OUTSIDE OF THE PAVEMENT.

5. ALL CONSTRUCTION SHALL MAINTAIN 3'-0" DISTANCE FROM EXISTING PAVEMENT EDGE TO THE ROAD CENTERLINE OR THE BOTTOM OF THE DITCH LINE WHERE APPLICABLE UNLESS NOTED OTHERWISE, OR NO OTHER PRACTICAL MEANS OF

CONSTRUCTION EXISTS.

6. IN AREAS WHERE CULVERTS ARE LOCATED, ALL LINES CONSTRUCTED SHALL BE UNDER OR AROUND EXISTING

CULVERTS. UNLESS OTHERWISE NOTED.

SPECIFICATIONS FOR UTILITY CROSSINGS UNDER OVER AND ALONG COUNTY & PRIVATE ROADS

THE CROSSING MAY BE MADE BY EITHER OF THREE METHODS (1) BORING (2) OPEN CUT (3) OVERHEAD. BORING IS THE PREFERRED METHOD OF CROSSING, HOWEVER, OPEN CUT MAY BE GRANTED PROVIDED THE PROJECT IS ACCOMPLISHED DURING A PERIOD WHEN WEATHER WILL NOT BE A FACTOR IN PREVENTING THE HOLDER OF A PERMIT FROM COMPLYING

WITH COUNTY STANDARDS.

THE FOLLOWING STANDARDS MUST BE MET:

1. THE ALLEGANY COUNTY ROADS DEPARTMENT WILL. BE NOTIFIED 24 HOURS PRIOR TO THE BEGINNING OF PROJECT WORK.

2. ALL WORK PERTAINING TO THE ROADWAY IS SUBJECT TO THE INSPECTION OF THE ALLEGANY COUNTY ROADS

DEPARTMENT.

3. THE ENCASEMENT MUST BE OF SUFFICIENT LENGTH TO EXTEND AT LEAST 1' BEYOND DITCH LINE ON EITHER SIDE OF THE

ROADWAY.

4. ALL CROSSING AND SHOULDER OPEN-CUTS WILL BE A MINIMUM DEPTH OF 48" BELOW THE ROADWAY SURFACE AT EDGE

OF PAVEMENT AND 36" BELOW INVERT CULVERTS.

5. IF OPEN CUT IS USED FOR CROSSING AN IMPROVED ROAD SURFACE, RESTORATION IS REQUIRED UNDER THE ALLEGANY

COUNTY TRENCH RESTORATION DETAILS PROVIDED.

6. WHEN ASPHALT IS BROKEN FOR OPEN CUT IT MUST BE SAW CUT TO PROVIDE CLEAN BONDING EDGES.

7. IF AN OPEN CUT IS USED WITHIN THE ROADWAY, ALL BACKFILL WILL BE COMPACTED IN 6-INCH LIFTS OF CRUSHED STONE

(MINIMUM 92% COMPACTION)

8. THE ROADWAY SURFACE MUST BE RESTORED TO ITS ORIGINAL CONDITION OR BETTER.

9. VERTICAL CLEARANCE FOR OVERHEAD POWER AND COMMUNICATION LINES ABOVE THE HIGHWAY SHALL BE NO LESS THAN: (A) FROM O TO 750 VOLTS - 18 FT. (B) FROM 75O VOLTS TO 15,000 VOLTS - 20 FT. (C) FROM 15,000 VOLTS - 22 FT.

10. TRAFFIC WILL BE MAINTAINED AT ALL TIMES.

11. WORK AREA SIGNAGE MUST BE INSTALLED AND MAINTAINED THROUGHOUT THE COURSE OF THE PROJECT.

12. THE CONTRACTOR IS RESPONSIBLE TO MEET OSHA 1926.652 SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION.

13. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING MISS UTILITY AT 811.

14. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY ACCIDENTS INVOLVING THE PUBIC, CAUSED BY IMPROPER

CONSTRUCTION METHODS OR IMPROPER SIGNINGS.

15. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE MAINTENANCE OF THE CROSSING FOR A PERIOD OF 1 YEAR AFTER

THE COMPLETION OF THE PROJECT.

UTILITY CONSTRUCTION OUTSIDE SEDIMENT CONTROL PRACTICES

1. EXCAVATED TRENCH MATERIAL SHALL BE PLACED ON UP-SLOPE SIDE OF TRENCH, EXCEPT IN CASES WHERE THERE IS INTERFERENCE WITH TRAFFIC CONTROL, IF THIS OCCURS SPOIL MUST BE REMOVED TO A STOCKPILE AREA.

2. IMMEDIATELY FOLLOWING PIPE INSTALLATION, THE TRENCH SHALL BE BACKFILLED, COMPACTED, AND IMMEDIATELY

STABILIZED (MULCHED OR GRAVELED) AT THE END OF EACH WORK DAY.

3. ANY TRENCH DONE WITHIN EXISTING DITCHES MAY REQUIRE A DITCH DESIGN, INCLUDING APPROPRIATE LINING, MATTING, RIP-RAP, ET CETERA.

4. SILT FENCE SHALL BE PLACED IMMEDIATELY DOWN SLOPE OF ANY DISTRIBUTED AREA INTENDED TO REMAIN DISTURBED

LONGER THAN (1) WORKING DAY. (INSTALL SILT FENCE PER DETAIL)

5. THE CONTRACTOR SHALL DISTURB AND OPEN ONLY THE TRENCH REQUIRED TO ACCOMPLISH THE WORK DESIGNATED

FOR EACH DAY.

6. ALL SEDIMENT AND EROSION CONTROL PRACTICES AND VEGETATIVE STABILIZATION SHALL BE IN ACCORDANCE WITH THE 2011 MARYLAND STANDARD AND SPECIFICATION FOR SOIL EROSION AND SEDIMENT CONTROL. (UPDATED 2012)

CONSTRUCTION SEQUENCE OF EVENTS

1. WATER LINE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL. MEASURES PRIOR TO THE

COMMENCEMENT OF EXCAVATION.

2. WATER LINE CONTRACTOR SHALL INSTALL TRAFFIC CONTROL SIGNAGE.

3. WATER LINE CONTRACTOR SHALL INSTALL ALL WATERLINES WITH FITTINGS, VALVES, WATER METER BOXES WITH SETTERS, INCLUDING ALL ELEMENTS REQUIRED FOR A COMPLETE WORKING WATER DISTRIBUTION SYSTEM. CLEAN UP SHALL BE PERFORMED ON A DAILY BASIS. ALL TRENCHES SHALL BE BACK FILLED ON A DAILY BASIS AND WILL NOT BE LEFT OPEN. ANY DRIVEWAY THAT HAS BEEN OPEN CUT SHALL BE TEMPORALLY STABILIZED WITH GRAVEL WATERLINE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDING ADDITIONAL GRAVEL TO DRIVEWAYS THAT EXPERIENCE SETTLEMENT OR RUTTING WITHIN THE LIMITS OF DISTURBANCE. THE WATER LINE CONTRACTOR SHALL TEMPORARILY OR PERMANENTLY SEED AND MULCH AREAS IMMEDIATELY AS THE PROJECT PROGRESSES. THE WATER LINE CONTRACTOR SHALL INSTALL RIP-RAP IN DITCH LINES IMMEDIATELY FOLLOWING THE INSTALLATION OF WATER LINES AS THE PROJECT PROGRESSES OR WITHIN COMPLIANCE WITH THE STORMWATER PERMIT AND EROSION AND SEDIMENT REQUIREMENTS.

4. WATER LINE CONTRACTOR SHALL COORDINATE WITH THE BOOSTER PUMP STATION CONTRACTOR.

5. WATER LINE CONTRACTOR SHALL PRESSURE TEST THE WATER DISTRIBUTION SYSTEM IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AT LOCATIONS DIRECTED BY THE ENGINEER. THE WATER LINE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL AREAS OF THE WATER DISTRIBUTION SYSTEM THAT DO NOT MEET THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. NO ADDITIONAL COMPENSATION WILL. BE GIVEN FOR REPAIR OF UNSATISFACTORY

CONSTRUCTION OR MATERIALS.

6. WATER LINE CONTRACTOR SHALL BE RESPONSIBLE FOR FLUSHING, CHLORINATING, AND PERFORMING BACTERIOLOGICAL SAMPLES ON THE WATER DISTRIBUTION SYSTEM. REPEAT ABOVE STEPS FOR ANY SECTIONS THAT DO NOT RECEIVE A NEGATIVE BACTERIOLOGICAL TEST RESULT. NO ADDITIONAL COMPENSATION WILL. BE GIVEN FOR REPEAT STERILIZATION PROCESS. DO NOT DISCHARGE CHLORINATED WATER WHERE IT MAY BE PERMITTED TO ACCESS FISH POND.

7. WATER LINE CONTRACTOR SHALL INSTALL SERVICE LINES FROM THE METER BOXES TO CONNECT TO EXISTING WELL

SERVICE LINE. EXISTING SERVICE LINE TO BE CUT AND CAPPED ON WELL HEAD SIDE.

8. REPAIR ALL ASPHALT, GRAVEL, AND CONCRETE DRIVEWAYS AS SHOWN ON THE CONSTRUCTION DETAILS. DRIVEWAYS THAT HAVE BEEN DISTURBED FOR THE INSTALLATION OF WATER LINES SHALL BE COMPENSATED ONE TIME PER THE UNIT MEASUREMENT. NO ADDITIONAL COMPENSATION WILL. BE GIVEN FOR REPAIRS OF UNSATISFACTORY WORK.

9. WATER LINE CONTRACTOR SHALL. PERFORM FINAL CLEAN UP OF THEIR DISTURBED LIMITS OF CONSTRUCTION.

CONTRACTOR SHALL BE REQUIRED TO RESTORE ANY AREAS THAT HAVE BEEN ADVERSELY AFFECTED BY THE CONSTRUCTION ACTIVITIES OF THIS PROJECT INCLUDING STAGING AREAS AND SOIL DUMP SITES.

10. WATER LINE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING THE PROJECT IS SUBSTANTIALLY

COMPLETE.

11. THE OWNER AND ENGINEER SHALL PERFORM PROJECT REVIEW AND PREPARE PUNCH LIST.

12. WATER LINE CONTRACTOR SHALL. COMPLETE PUNCH LIST ITEMS.

13. WATER LINE CONTRACTOR SHALL. NOTIFY THE OWNER AND ENGINEER IN WRITING TO SCHEDULE FINAL PROJECT REVIEW.

CONSTRUCTION CONTACTS:

1. TIM MILLER

REGULATORY & COMPLIANCE ENGINEER SENIOR

ABANDONDED MINE LAND DIVISION

MARYLAND DEPARTMENT OF ENVIRONMENT

160 SOUTH WATER STREET, FROSTBURG, MARYLAND 21523

TIM.MILLER@MARYLAND.GOV

301.697.7085

2. ADAM PATTERSON, P.E.

DIRECTOR OF PUBLIC WORKS

PUBLIC WORKS

ALLEGANY COUNTY GOVERNMENT

701 KELLY ROAD

CUMBERLAND, MARYLAND 21502

ADAM.PATTERSON@ALLEGANYGOV.ORG

301.876.9561

3. JOHN "SLICK" ENSMINGER

AREA SUPERVISOR - COLLECTION AND DISTRIBUTION

UTILITIES DIVISION

ALLEGANY COUNTY GOVERNMENT

701 KELLY ROAD

CUMBERLAND, MARYLAND 21502

SLICK@ALLEGANYGOV.ORG

301.729.3311

DESCRIPTION

LOCATION

TITLE PROJECT NO.

DATE

Maryland Department of the Environment

Abandoned Mine Land Division

Land and Materials Administration

DESIGN BY

DRAWN BY

SURVEYED BY

ALLEGANY COUNTY GOVERNMENT

PUBLIC WORKS

TRIMBLE ROAD WATERLINE EXTENSION

ALLEGANY COUNTY, MARYLAND

06/30/2026

0102-20-0317.150

SHEET___OF ___

TRIMBLE ROAD WATER LINE

EXTENSION

MT. SAVAGE

ALLEGANY COUNTY, MARYLAND

CONSTRUCTION SIGNAGE

1. THE CONTRACTOR SHALL PROVIDE SIGNS ON BOTH ENDS OF THE CONSTRUCTION AREA TO ALERT TRAFFIC OF UPCOMING CONSTRUCTION AND DELAYS. SIGNS SHALL BE ORANGE/BLACK WORK AREA AHEAD SIGNS WITH A MINIMUM SIZE OF 36” X 36”.

2. CONTRACTOR IS TO PROVIDE TRAFFIC CONTROL PER THE SUGGESTED TRAFFIC CONTROL CASE(S) AT A MINIMUM.

INFO ONLY - NOT FOR BID

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LEGEND (PROPOSED)

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DESCRIPTION

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SYMBOL

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PROPOSED GATE VALVE

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PROPOSED AUTO-FLUSHER ASSEMBLY

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PROPOSED MJ CAP

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PROPOSED MJ REDUCER

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D-1 TM-002 PAR-003

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DISTRICT / TAX MAP PARCEL

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PROPOSED WATER METER

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PROPOSED FIRE HYDRANT

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PROPOSED WATER LINE (WITH STATIONING)

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RESTORATION: GRAVEL SHOULDER

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RESTORATION: GRASS AREA TRENCH

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PROPOSED 8" FILTER SOCK

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EXISTING NATURAL GAS LINE

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EXISTING WATER LINE

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EXISTING PROPERTY LINE

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EXISTING SANITARY SEWER LINE

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EXISTING STREAM

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EXISTING SANITARY STORM LINE

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EXISTING OVERHEAD UTILITY LINE

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LEGEND (EXISTING)

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EXISTING CULVERT

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EXISTING FIRE HYDRANT

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EXISTING GAS VALVE

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EXISTING WATER CURB VALVE

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EXISTING WATER VALVE

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EXISTING SANITARY SEWER CLEAN-OUT

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EXISTING DROP INLET

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EXISTING BUILDING

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EXISTING ELECTRIC BOX

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EXISTING UTILITY POLE

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EXISTING POLE MOUNTED LIGHT

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EXISTING TELEPHONE PEDESTAL

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ELE

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EXISTING GUIDERAIL

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EXISTING STREET SIGN

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EXISTING MAILBOX

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EXISTING WATER WELL

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EXISTING SEPTIC/LEACH FIELD

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EXISTING BRIDGE

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PROPOSED PLUG

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EXISTING CONTOUR (MINOR)

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EXISTING CONTOUR (MAJOR)

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POTESTA & ASSOCIATES, INC.

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TEL: (304) 225-2245 FAX: (304) 225-2246

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AutoCAD SHX Text E-Mail Address: potesta@potesta.com

AutoCAD SHX Text %%uENGINEERS AND ENVIRONMENTAL CONSULTANTS

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EXISTING UNDERGROUND FIBER OPTIC

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RESTORATION: ASPHALT TRENCH REPAIR ACRD-94-07

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EXISTING ALLEGANY COUNTY ROAD

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EXISTING PRIVATE DRIVE

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PROPOSED EASEMENT

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PROPOSED STEEL CASING

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ABBREVIATIONS

AutoCAD SHX Text ABS - ACRYLONITRILE BUTADIENE STYRENE ARV. - AIR RELIEF VALVE B.O. - BLOW OFF VALVE B.O.C. - BOTTOM OF CURB CONC. - CONCRETE CONT. - CONTINUOUS CONTINUOUS CLR. - CLEAR DIA. - DIAMETER D.I.P. - DUCTILE IRON PIPE EA. - EACH EX. - EXISTING F.I.P. - FEMALE IRON PIPE HT. - HEIGHT I.D. - INSIDE DIAMETER O.C. - ON CENTER O.D. - OUTSIDE DIAMETER MAX. - MAXIMUM MFG. - MANUFACTURER MIN. - MINIMUM M.J. - MECHANICAL JOINT N.T.S. - NOT TO SCALE PJC - PACK JOINT COUPLING P.O.C. - POINT OF CONNECTION PROP. - PROPOSED PRV. - PRESSURE RELIEF VALVE P.S.I. - POUND PER SQUARE INCH PVC - POLYVINYL CHLORIDE REQ'D. - REQUIRED S/L - SERVICE LINE SCH. - SCHEDULE S.S. - STAINLESS STEEL - STAINLESS STEEL THK. - THICK T.O.C. - TOP OF CURB TYP. - TYPICAL W.L. - WATER LEVEL W.W.F. - WELDED WIRE FABRIC W/ - WITH

PROPOSED AIR RELIEF VALVE

EROSION & SEDIMENT CONTROL NOTES

DESCRIPTION

LOCATION

TITLE PROJECT NO.

DATE

Maryland Department of the Environment

Abandoned Mine Land Division

Land and Materials Administration

DESIGN BY

DRAWN BY

SURVEYED BY

ALLEGANY COUNTY GOVERNMENT

PUBLIC WORKS

TRIMBLE ROAD WATERLINE EXTENSION

ALLEGANY COUNTY, MARYLAND

06/30/2026

0102-20-0317.150

SHEET___OF ___

TRIMBLE ROAD WATER LINE

EXTENSION

MT. SAVAGE

ALLEGANY COUNTY, MARYLAND

INFO ONLY - NOT FOR BID

AutoCAD SHX Text

POTESTA & ASSOCIATES, INC.

AutoCAD SHX Text

TEL: (304) 225-2245 FAX: (304) 225-2246

AutoCAD SHX Text 125 Lakeview Drive, Morgantown, WV 26508

AutoCAD SHX Text E-Mail Address: potesta@potesta.com

%%uENGINEERS AND ENVIRONMENTAL CONSULTANTS

LOCATION

TITLE PROJECT NO.

DATE

Maryland Department of the Environment

Abandoned Mine Land Division

Land and Materials Administration

DESIGN BY

DRAWN BY

SURVEYED BY

ALLEGANY COUNTY GOVERNMENT

PUBLIC WORKS

TRIMBLE ROAD WATERLINE EXTENSION

ALLEGANY COUNTY, MARYLAND

06/30/2026

0102-20-0317.150

SHEET___OF ___

TRIMBLE ROAD WATER LINE

EXTENSION

MT. SAVAGE

ALLEGANY COUNTY, MARYLAND

PLAN

INFO ONLY - NOT FOR BID

AutoCAD SHX Text

AutoCAD SHX Text G1949

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AutoCAD SHX Text 1/2

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SLABTOWN RD NW

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BISHIELDS LANE NW

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6" PVC

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(11717 SLABTOWN RD MT SAVAGE 21545) D-13 M-13 PAR-388

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D-X TM-X PAR-93

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(SLABTOWN RD MT SAVAGE 21545) D-13 M-13 PAR-92

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(16102 TRIMBLE RD MT SAVAGE 21545) D-13 M-13 PAR-94

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(16301 BISHIELDS LN MT SAVAGE 21545) D- TM-13 PAR-130

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(11801 SLABTOWN RD MT SAVAGE 21545) D-13 M-13 PAR-154

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(11810 SLABTOWN RD MT SAVAGE 2154) D-13 M-13 PAR-386

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(TRIMBLE RD MT SAVAGE 21545) D-13 M-13 PAR-396

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TRIMBLE ROAD

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ROLLEVILLE ROAD

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ROLLEVILLE ROAD

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(11717 SLABTOWN RD MT SAVAGE 21545) D-13 M-13 PAR-388

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EX. 6X6X2 BULL-NOSE TEE WITH 2" GATE VALVE

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PIER

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18" CMP WITH 1-1/2" HDPE PIPE INSERT

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1-1/2" HDPE

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1-1/2" HDPE

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PLASTIC BARREL

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GRAVEL TURN AROUND

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PROP. 3" SDR9 HDPE

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AutoCAD SHX Text DEMOLITION NOTE: ALLEGANY COUNTY WATER UTILITY DIVISION TO CLOSE THE EXISTING 2-INCH VALVE.

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CONTRACTOR TO CONNECT TO EXISTING 2" GATE VALVE AND EXTEND 2" SDR9 WATER MAIN

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PROPOSED EASEMENT

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(11717 SLABTOWN RD MT SAVAGE 21545) D-13 M-13 PAR-388

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D-X TM-X PAR-93

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(SLABTOWN RD MT SAVAGE 21545) D-13 M-13 PAR-92

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(16102 TRIMBLE RD MT SAVAGE 21545) D-13 M-13 PAR-94

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(16301 BISHIELDS LN MT SAVAGE 21545) D- TM-13 PAR-130

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(11801 SLABTOWN RD MT SAVAGE 21545) D-13 M-13 PAR-154

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(11810 SLABTOWN RD MT SAVAGE 2154) D-13 M-13 PAR-386

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(TRIMBLE RD MT SAVAGE 21545) D-13 M-13 PAR-396

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(5613 TRIMBLE RD NW MT SAVAGE 21545) D- TM-13 PAR-25

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(5613 TRIMBLE RD NW MT SAVAGE 21545) D- TM-13 PAR-25

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(11717 SLABTOWN RD MT SAVAGE 21545) D-13 M-13 PAR-388

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SHT 4

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SHT 6

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SHT 5

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POTESTA & ASSOCIATES, INC.

AutoCAD SHX Text

TEL: (304) 225-2245 FAX: (304) 225-2246

AutoCAD SHX Text 125 Lakeview Drive, Morgantown, WV 26508

AutoCAD SHX Text E-Mail Address: potesta@potesta.com

AutoCAD SHX Text %%uENGINEERS AND ENVIRONMENTAL CONSULTANTS

AutoCAD SHX Text

GRAPHIC SCALE

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STA 5+00 MATCHLINE SHEET 5

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AutoCAD SHX Text NOTE: WHERE WATER MAIN IS INSTALLED IN PAVEMENT, PIPE IS TO BE INSTALLED 3'-0" FROM THE EDGE OF PAVEMENT.

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INSTALL 1-1/2" VALVE AND VALVE BOX BEFORE REDUCER

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INSTALL 3-INCH FUSIBLE HDPE 90 DEGREE BEND

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WATER MAIN TO BE INSTALLED UNDER THE CULVERT PIPE

AutoCAD SHX Text

TITLE PROJECT NO.

DATE

Maryland Department of the Environment

Abandoned Mine Land Division

Land and Materials Administration

DESIGN BY

DRAWN BY

SURVEYED BY

ALLEGANY COUNTY GOVERNMENT

PUBLIC WORKS

TRIMBLE ROAD WATERLINE EXTENSION

ALLEGANY COUNTY, MARYLAND

06/30/2026

0102-20-0317.150

SHEET___OF ___

TRIMBLE ROAD WATER LINE

EXTENSION

MT. SAVAGE

ALLEGANY COUNTY, MARYLAND

PLAN

INFO ONLY - NOT FOR BID

AutoCAD SHX Text

VZ9-06

AutoCAD SHX Text INSTALL 6" DIAMETER CASING PIPE BY OPEN-CUT METHOD, CASING TO BE A MINIMUM OF 5.5' BELOW THE DEPTH OF THE BOTTOM OF THE RAILWAY TRACKS (RAIL TRACKS AND TIES TO BE CONSTANTLY SUPPORTED DURING CASING AND PIPE INSTALLATION)

AutoCAD SHX Text

(TRIMBLE RD MT SAVAGE 21545) D-13 M-13 PAR-396

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TRIMBLE ROAD

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GREAT ALLEGANY PASSAGE

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TRIMBLE ROAD

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(5613 TRIMBLE RD NW MT SAVAGE 21545) D- TM-13 PAR-25

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SIGN "EVERGREEN"

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FARM GATE

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FARM GATE

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CROSSWALK

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18" CMP WITH 1-1/2" HDPE PIPE INSERT

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1-1/2" HDPE

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1-1/2" HDPE

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PLASTIC BARREL

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GRAVEL TURN AROUND

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P.E. SYSTEM G-1946 6-DRG-2021

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6-DRG-2021

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P.E. SYSTEM DRG-2021

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BICYCLE TRAIL

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ADA PAD

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ADA PAD

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GRAVEL TURN-OUT

AutoCAD SHX Text V9Z

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HIKING TRAIL

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PROP. 3" SDR9 HDPE

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PROP. 3" SDR9 HDPE

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AutoCAD SHX Text 2"

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CASING PIPE TO BE 30' IN LENGTH, CENTERED ON THE RAILROAD TRACKS

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WESTERN MARYLAND SCENIC RAILROAD

AutoCAD SHX Text PUMP STATION VAULT BY ALLEGANY COUNTY, INSTALLED BY WATERLINE CONTRACTOR. START-UP BY PUMP SUPPLIER

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PROPOSED EASEMENT

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3X2 REDUCER

AutoCAD SHX Text 2"

AutoCAD SHX Text M

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(11717 SLABTOWN RD MT SAVAGE 21545) D-13 M-13 PAR-388

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D-X TM-X PAR-93

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(SLABTOWN RD MT SAVAGE 21545) D-13 M-13 PAR-92

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(16102 TRIMBLE RD MT SAVAGE 21545) D-13 M-13 PAR-94

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(16301 BISHIELDS LN MT SAVAGE 21545) D- TM-13 PAR-130

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(11801 SLABTOWN RD MT SAVAGE 21545) D-13 M-13 PAR-154

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(11810 SLABTOWN RD MT SAVAGE 2154) D-13 M-13 PAR-386

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(TRIMBLE RD MT SAVAGE 21545) D-13 M-13 PAR-396

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(5613 TRIMBLE RD NW MT SAVAGE 21545) D- TM-13 PAR-25

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(5613 TRIMBLE RD NW MT SAVAGE 21545) D- TM-13 PAR-25

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(11717 SLABTOWN RD MT SAVAGE 21545) D-13 M-13 PAR-388

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AutoCAD SHX Text M

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AutoCAD SHX Text W

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SHT 4

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SHT 6

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SHT 5

AutoCAD SHX Text M

AutoCAD SHX Text

POTESTA & ASSOCIATES, INC.

AutoCAD SHX Text

TEL: (304) 225-2245 FAX: (304) 225-2246

AutoCAD SHX Text 125 Lakeview Drive, Morgantown, WV 26508

AutoCAD SHX Text E-Mail Address: potesta@potesta.com

AutoCAD SHX Text %%uENGINEERS AND ENVIRONMENTAL CONSULTANTS

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

STA 5+00 MATCHLINE SHEET 4

AutoCAD SHX Text

STA 18+00 MATCHLINE SHEET 6

AutoCAD SHX Text

AutoCAD SHX Text NOTE: WHERE WATER MAIN IS INSTALLED IN PAVEMENT, PIPE IS TO BE INSTALLED 3'-0" FROM THE EDGE OF PAVEMENT.

AutoCAD SHX Text

AutoCAD SHX Text 2"

AutoCAD SHX Text

TITLE PROJECT NO.

DATE

Maryland Department of the Environment

Abandoned Mine Land Division

Land and Materials Administration

DESIGN BY

DRAWN BY

SURVEYED BY

ALLEGANY COUNTY GOVERNMENT

PUBLIC WORKS

TRIMBLE ROAD WATERLINE EXTENSION

ALLEGANY COUNTY, MARYLAND

06/30/2026

0102-20-0317.150

SHEET___OF ___

TRIMBLE ROAD WATER LINE

EXTENSION

MT. SAVAGE

ALLEGANY COUNTY, MARYLAND

PLAN

INFO ONLY - NOT FOR BID

AutoCAD SHX Text

VZ9-06

AutoCAD SHX Text

10GS

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TRIMBLE

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(5613 TRIMBLE RD NW MT SAVAGE 21545) D- TM-13 PAR-25

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TRIMBLE ROAD

AutoCAD SHX Text M

AutoCAD SHX Text

CABLE GATE

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CONC. BAG STORM WATER BARRIER

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PVC VENT

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STEPS

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SOLAR PANEL

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OUTDOOR KITCHEN OPEN AIR PAVILION

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BARN

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WELL HEAD

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15" CMP

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FARMHOUSE MUSEUM WHITE SIDING WITH STONE FOUNDATION

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PAVILION

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GRAVEL DRIVE

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STUDIO HOUSE (BROWN WOOD SIDING)

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GRAVEL DRIVE

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TAR & CHIP ROAD

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C&P BC 14 FIBER UNDER GROUND FROM THIS POINT

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C&P MD 12

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C&P MD 13

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C&P CO 11

AutoCAD SHX Text V9Z

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POND

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PRIVATE WATER LINE

AutoCAD SHX Text SHALLOW, DIRECT BURIAL ELECTRIC LINES TO THE WELL HEAD FROM THE FARM HOUSE MUSEUM

AutoCAD SHX Text W

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HIKING TRAIL

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EX. CONSERVATION EASMENT FOR FARMHOUSE MUSEUM

AutoCAD SHX Text FIBER AND ELECTRIC CROSS UNDER ROAD TOGETHER IN 6-INCH CONDUIT (POSSIBLY GREEN SDR PIPE)

AutoCAD SHX Text 2"

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PROP. 2" SDR9 HDPE

AutoCAD SHX Text 2"

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2" TAP LOCATION TO BE DETERMINED BY LOCATION OF EXISTING WATER SERVICE.

AutoCAD SHX Text NOTE: FINAL FIELD LOCATION OF ARV AND AUTO FLUSHER BY ALLEGANY COUNTY WATER DEPARTMENT

AutoCAD SHX Text M

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(11717 SLABTOWN RD MT SAVAGE 21545) D-13 M-13 PAR-388

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D-X TM-X PAR-93

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(SLABTOWN RD MT SAVAGE 21545) D-13 M-13 PAR-92

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(16102 TRIMBLE RD MT SAVAGE 21545) D-13 M-13 PAR-94

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(16301 BISHIELDS LN MT SAVAGE 21545) D- TM-13 PAR-130

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(11801 SLABTOWN RD MT SAVAGE 21545) D-13 M-13 PAR-154

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(11810 SLABTOWN RD MT SAVAGE 2154) D-13 M-13 PAR-386

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(TRIMBLE RD MT SAVAGE 21545) D-13 M-13 PAR-396

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(5613 TRIMBLE RD NW MT SAVAGE 21545) D- TM-13 PAR-25

AutoCAD SHX Text

(5613 TRIMBLE RD NW MT SAVAGE 21545) D- TM-13 PAR-25

AutoCAD SHX Text

(11717 SLABTOWN RD MT SAVAGE 21545) D-13 M-13 PAR-388

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text W

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SHT 4

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SHT 6

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SHT 5

AutoCAD SHX Text M

AutoCAD SHX Text

POTESTA & ASSOCIATES, INC.

AutoCAD SHX Text

TEL: (304) 225-2245 FAX: (304) 225-2246

AutoCAD SHX Text 125 Lakeview Drive, Morgantown, WV 26508

AutoCAD SHX Text E-Mail Address: potesta@potesta.com

AutoCAD SHX Text %%uENGINEERS AND ENVIRONMENTAL CONSULTANTS

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

STA 18+00 MATCHLINE SHEET 5

AutoCAD SHX Text

AutoCAD SHX Text NOTE: WHERE WATER MAIN IS INSTALLED IN PAVEMENT, PIPE IS TO BE INSTALLED 3'-0" FROM THE EDGE OF PAVEMENT.

AutoCAD SHX Text

AutoCAD SHX Text 2"

AutoCAD SHX Text

TITLE PROJECT NO.

DATE

Maryland Department of the Environment

Abandoned Mine Land Division

Land and Materials Administration

DESIGN BY

DRAWN BY

SURVEYED BY

ALLEGANY COUNTY GOVERNMENT

PUBLIC WORKS

TRIMBLE ROAD WATERLINE EXTENSION

ALLEGANY COUNTY, MARYLAND

06/30/2026

0102-20-0317.150

SHEET___OF ___

TRIMBLE ROAD WATER LINE

EXTENSION

MT. SAVAGE

ALLEGANY COUNTY, MARYLAND

WATER DETAILS

INFO ONLY - NOT FOR BID

AutoCAD SHX Text A

AutoCAD SHX Text

2/3 D-8" MIN'M

AutoCAD SHX Text D/4

AutoCAD SHX Text C

AutoCAD SHX Text D/4

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AutoCAD SHX Text A

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4" MIN'M.

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AutoCAD SHX Text 1'

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AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 1'-9"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 3'-6"

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AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 12" 16"

AutoCAD SHX Text 6'-6"

AutoCAD SHX Text 4'-9"

AutoCAD SHX Text 5'-2"

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AutoCAD SHX Text 4'-4"

AutoCAD SHX Text 4'-0"

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AutoCAD SHX Text 3'-6"

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AutoCAD SHX Text 1'3"

AutoCAD SHX Text 11"

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AutoCAD SHX Text 3'4"

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AutoCAD SHX Text 16"

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AutoCAD SHX Text 2'6"

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SEE NOTE #1

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8" MIN

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%%U ELEVATION

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WEDGES

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STEEL

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%%UVERTICAL BENDS

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%%U PLAN-ANCHORAGE FOR

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SIZE

AutoCAD SHX Text 8" 10"

AutoCAD SHX Text 2'-9"

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AutoCAD SHX Text 3'-8"

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BEND

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AutoCAD SHX Text 1/32

AutoCAD SHX Text 1/16

AutoCAD SHX Text 11 1/4%%D

AutoCAD SHX Text 22 1/2%%D

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AutoCAD SHX Text 1'-8"

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AutoCAD SHX Text 1-0"

AutoCAD SHX Text 1'-4"

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AutoCAD SHX Text 4" 6"

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ANCHORAGE DIMENSIONS

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AutoCAD SHX Text 2'-6"

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AutoCAD SHX Text 45%%D

AutoCAD SHX Text 1/8

AutoCAD SHX Text 2'-3"

AutoCAD SHX Text 2'-6"

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AutoCAD SHX Text 3'-10"

AutoCAD SHX Text 2'-0"

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AutoCAD SHX Text 2'-6"

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8" MIN

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%%U ELEVATION

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4" MIN.

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%%U VERTICAL BENDS

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%%U PLAN-BUTTRESS FOR

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SIZE

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BEND

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AutoCAD SHX Text 1/32

AutoCAD SHX Text 1/16

AutoCAD SHX Text 11 1/4%%D

AutoCAD SHX Text 22 1/2%%D

AutoCAD SHX Text 4"

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AutoCAD SHX Text 9"

AutoCAD SHX Text 7"

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AutoCAD SHX Text 4" 6" 8" 10"

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BUTTRESS DIMENSIONS

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AutoCAD SHX Text 8"

AutoCAD SHX Text 7"

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AutoCAD SHX Text A

AutoCAD SHX Text 10"

AutoCAD SHX Text 7"

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AutoCAD SHX Text 45%%D

AutoCAD SHX Text 1/8

AutoCAD SHX Text 7"

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text 7"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 7"

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REPAIR CLAMP

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CLEARANCES FOR

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ANCHORAGE

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CONCRETE

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WATER MAIN

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2" X 24" THREADED

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BRASS NIPPLE

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TAPPED TEE

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OR AS SHOWN

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ON PLANS

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THREADED

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CONNECTION

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2" GATE VALVE

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ROADWAY

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VALVE BOX

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ADJUSTABLE

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2" DUCTILE IRON BELL

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X MALE ADAPTER WITH

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RESTRAINT

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2" HDPE WATERLINE

AutoCAD SHX Text 1/8

AutoCAD SHX Text 45%%D

AutoCAD SHX Text 1/16

AutoCAD SHX Text 22 1/2%%D

AutoCAD SHX Text 1/32

AutoCAD SHX Text 11 1/4%%D

AutoCAD SHX Text 1'3"

AutoCAD SHX Text C

AutoCAD SHX Text 7"

AutoCAD SHX Text 10"

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AutoCAD SHX Text A

AutoCAD SHX Text 7"

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AutoCAD SHX Text 1'8"

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AutoCAD SHX Text 2'1"

AutoCAD SHX Text 4" 6" 8" 10"

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SIZE OF BRANCH "D"

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%%UBUTTRESS FOR HORIZONTAL BENDS

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BUTTRESS FOR HORIZONTAL BENDS

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SECTION A-A

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AutoCAD SHX Text 12"

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AutoCAD SHX Text 1'2"

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%%UBUTTRESS FOR TEES

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SECTION A-A

AutoCAD SHX Text 6"

AutoCAD SHX Text 3'4"

AutoCAD SHX Text 2'4"

AutoCAD SHX Text 2'6"

AutoCAD SHX Text 1'9"

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AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text 4" 6" 8" 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 16"

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

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CAPS

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TEES

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AutoCAD SHX Text H

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AutoCAD SHX Text 16"

AutoCAD SHX Text 12"

AutoCAD SHX Text 4" 6" 8" 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text 10"

AutoCAD SHX Text 1'0"

AutoCAD SHX Text J

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AutoCAD SHX Text 8"

AutoCAD SHX Text 9"

AutoCAD SHX Text 1'2"

AutoCAD SHX Text 5"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 1'0"

AutoCAD SHX Text 1'3"

AutoCAD SHX Text 1'8"

AutoCAD SHX Text 1'4"

AutoCAD SHX Text 5"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 1'0"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

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SECTION

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%%UBUTTRESS FOR CAPS

AutoCAD SHX Text A

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PLAN

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TRACER WIRE

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TRENCH PAY WIDTH = 12"

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SIZE #67 OR CR-6

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AGGREGATE, SIZE

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AutoCAD SHX Text D

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(TYP)

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TRACER WIRE ON PIPE

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AASHTO M43

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(OUTSIDE ROAD R/W)

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(12 AWG CONNECTED

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W/ WATERPROOF CONNECTION)

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6" WIDE UNDERGROUND MARKING TAPE (6" MIN - 12" MAX ABOVE PVC PIPE)

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NATIVE BACKFILL

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ALL VALVE BOXES SHALL BE INSTALLED UPON THE VALVE WITH THE USE OF A VALVE

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BOX ADAPTOR II AS MANUFACTURED BY ADAPTOR INC. OR AN APPROVED EQUAL.

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THE ADAPTOR SHALL BE INSTALLED IN LIEU OF HARDWOOD BLOCKING AND SHALL BE

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INCIDENTAL TO THE VALVE AND BOX INSTALLATION.

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MANUFACTURED FROM A RUBBER COMPOUND.

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%%UVALVE BOX ADAPTOR SPECIFICATIONS

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TRACER WIRE TO BE LOOPED/ CONNECTED TO TRACER WIRE ON MAIN

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LINE AND EXTEND UP THRU THE ADAPTOR. LEAVE ENOUGH SLACK IN

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TRACER WIRE

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THE TRACER WIRE SO IT CAN EXTEND 1' (MIN.) ABOVE GROUND LEVEL.

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PIPE VALVE BOX ADAPTOR NOT TO SCALE

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SECTION A-A

AutoCAD SHX Text "A"

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WATER

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HDPE

AutoCAD SHX Text 250 psi HDPE SDR9 CARRIER PIPE

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NONE

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NONE

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0.28 MIN.

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ASTM, D3035

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NO JOINTS, SINGLE PIPE

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CARRIER PIPE

AutoCAD SHX Text 6.625"

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STEEL

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35 KSI MIN YEILD

AutoCAD SHX Text 0.28"

AutoCAD SHX Text N/A

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FUSED

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NONE

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NONE

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SPACERS TO BE LOCATED PER

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MANUFACTURER'S RECOMMENDATIONS

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OUTSIDE DIAMETER

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PIPE MATERIAL

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COATING

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CATHODIC PROTECTION

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OF SUPPORTS

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METHOD OF INSTALLATION

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WALL THICKNESS

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TYPE OF JOINTS

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TYPE, SIZE AND SPACING

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CONTENTS TO BE HANDLED

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SPECIFICATIONS AND GRADE

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OPEN CUT

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%%UCASING PIPE

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%%UCARRIER PIPE

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MAX'M ACTUAL WORKING PRESSURE

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RUBBER SEAL FASTENED WITH STAINLESS STEEL BANDS (TYPICAL)

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1/4" TOLERANCE (TYPICAL)

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CARRIER PIPE

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CASING PIPE

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CASING SPACER TO BE SPACED AS PER MANUFACTURER'S RECOMMENDATIONS

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CARRIER PIPE

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1/4" MIN THICK STEEL CASING PIPE

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BLOCKING DETAIL NTS

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SEAL DETAIL NTS

AutoCAD SHX Text NOTE: DETAILS SHOWN HEREIN ARE FOR REFERENCE ONLY. REFER TO PLAN FOR SIZES AND ALIGNMENTS.

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AIR RELEASE & VACUUM RELIEF VALVE & VAULT NOT TO SCALE

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PIPE CASING NOT TO SCALE

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BUTTRESS FOR HORIZONTAL BENDS, TEES AND CAPS NOT TO SCALE

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BUTTRESS FOR VERTICAL BENDS NOT TO SCALE

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2" WATER VALVE NOT TO SCALE

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HDPE PIPE TRENCH (OUTSIDE ROAD R/W) (OUTSIDE ROAD R/W) NOT TO SCALE

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1) USE 3 #6 REINFORCING BARS AS SHOWN. IMBED 30 DIAMETERS IN USE 3 #6 REINFORCING BARS AS SHOWN. IMBED 30 DIAMETERS IN CONCRETE, AND PAINT EXPOSED SURFACE W/2 COATS OF APPROVED BITUMINOUS PAINT. 2) ALL CONCRETE TO BE CLASS "B". ALL CONCRETE TO BE CLASS "B". 3) ALL BUTTRESSES TO BE CARRIED TO UNDISTURBED EARTH. ALL BUTTRESSES TO BE CARRIED TO UNDISTURBED EARTH. 4) BUTTRESS DIMENSIONS SHOWN ARE MINIMUM. DIMENSIONS ARE BASED BUTTRESS DIMENSIONS SHOWN ARE MINIMUM. DIMENSIONS ARE BASED UPON SOIL BEARING PRESSURE OF 3000 P.S.I. AND STATIC WATER PRESSURE OF 150 P.S.I. WHERE PRESSURE EXCEEDS 150 P.S.I. OR WHERE SOIL BEARING PRESSURE IS LESS THAN 3000 P.S.I., SPECIAL BUTTRESS DESIGN IS REQUIRED. 5) USE SPECIFICATIONS FOR 4" TO ACCOMMODATE 3" AND 2" HDPE PIPE.USE SPECIFICATIONS FOR 4" TO ACCOMMODATE 3" AND 2" HDPE PIPE.

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PRESSURE IS LESS THAN 3000 P.S.F., SPECIAL BUTTRESS DESIGN IS REQUIRED.

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OF 150 P.S.I. WHERE PRESSURE EXCEEDS 150 P.S.I. OR WHERE SOIL BEARING

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UPON SOIL BEARING PRESSURE OF 3000 P.S.I. AND STATIC WATER PRESSURE

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3) BUTTRESS DIMENSIONS SHOWN ARE MINIMUM. DIMENSIONS ARE BASED

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2) ALL BUTTRESSES TO BE CARRIED TO UNDISTURBED EARTH.

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1) ALL CONCRETE TO BE CLASS "B".

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1) ALL CONCRETE TO BE CLASS "B". ALL CONCRETE TO BE CLASS "B". 2) ALL BUTTRESSES TO BE CARRIED TO UNDISTURBED EARTH. ALL BUTTRESSES TO BE CARRIED TO UNDISTURBED EARTH. 3) BUTTRESS DIMENSIONS SHOWN ARE MINIMUM. DIMENSIONS ARE BASED BUTTRESS DIMENSIONS SHOWN ARE MINIMUM. DIMENSIONS ARE BASED UPON SOIL BEARING PRESSURE OF 3000 P.S.I. AND STATIC WATER PRESSURE OF 150 P.S.I. WHERE PRESSURE EXCEEDS 150 P.S.I. OR WHERE SOIL BEARING PRESSURE IS LESS THAN 3000 P.S.F., SPECIAL BUTTRESS DESIGN IS REQUIRED. 4) USE SPECIFICATIONS FOR 4" TO ACCOMMODATE 3" AND 2" HDPE PIPE.USE SPECIFICATIONS FOR 4" TO ACCOMMODATE 3" AND 2" HDPE PIPE.

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CONCRETE PAD

AutoCAD SHX Text 18"Ø

AutoCAD SHX Text 4"

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1/3 TON CLEAN GRAVEL FOR DRAINAGE

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GRADE

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1" COPPER TUBING

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1" BALL VALVE W/ HANDLE

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METER BOX FRAME & COVER

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21" X 30" POLYETHYLENE METER BOX

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1" CORPORATION STOP

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WATER MAIN

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1" AIR/VACUUM RELEASE VALVE

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NOTE: INSTALL OUTSIDE OF PAVEMENT

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POTESTA & ASSOCIATES, INC.

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TEL: (304) 225-2245 FAX: (304) 225-2246

AutoCAD SHX Text 125 Lakeview Drive, Morgantown, WV 26508

AutoCAD SHX Text E-Mail Address: potesta@potesta.com

TITLE PROJECT NO.

DATE

Maryland Department of the Environment

Abandoned Mine Land Division

Land and Materials Administration

DESIGN BY

DRAWN BY

SURVEYED BY

ALLEGANY COUNTY GOVERNMENT

PUBLIC WORKS

TRIMBLE ROAD WATERLINE EXTENSION

ALLEGANY COUNTY, MARYLAND

06/30/2026

0102-20-0317.150

SHEET___OF ___

TRIMBLE ROAD WATER LINE

EXTENSION

MT. SAVAGE

ALLEGANY COUNTY, MARYLAND

METER VAULT

INFO ONLY - N

OT FOR BID

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POTESTA & ASSOCIATES, INC.

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TEL: (304) 225-2245 FAX: (304) 225-2246

AutoCAD SHX Text 125 Lakeview Drive, Morgantown, WV 26508

AutoCAD SHX Text E-Mail Address: potesta@potesta.com

AutoCAD SHX Text %%uENGINEERS AND ENVIRONMENTAL CONSULTANTS

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1-1/2" METER VAULT (TANDEM COPPER SETTER AS REQ'D) NO SCALE

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NOTE: 1-1/2" COPPER SETTER TO BE USED FOR METER

9. CONNECT DEHUMIDIFIER TO 2" DRAIN IN VAULT

TITLE PROJECT NO.

DATE

Maryland Department of the Environment

Abandoned Mine Land Division

Land and Materials Administration

DESIGN BY

DRAWN BY

SURVEYED BY

ALLEGANY COUNTY GOVERNMENT

PUBLIC WORKS

TRIMBLE ROAD WATERLINE EXTENSION

ALLEGANY COUNTY, MARYLAND

06/30/2026

0102-20-0317.150

SHEET___OF ___

TRIMBLE ROAD WATER LINE

EXTENSION

MT. SAVAGE

ALLEGANY COUNTY, MARYLAND

TRAFFIC CONTROL & RESTORATION DETAILS

CONTRACTOR CAN USE CR-6 AS A TEMPORARY ROAD SURFACE DURING CONSTRUCTION. THE MAINTENANCE OF THE TRENCH THROUGHOUT THE PROJECT IS THE RESPONSIBILITY OF THE CONTRACTOR. ADDITIONAL CR-6 IS INCIDENTAL TO THE TRENCH STONE ITEM. SETTLEMENT GREATER THAN 1” SHALL REQUIRE ADDITIONAL STONE. REMOVAL AND DISPOSAL OF EQUIVALENT PAVEMENT DEPTH OF CR-6 PRIOR TO HMA PATCH IS INCIDENTAL TO THE TRENCH STONE ITEM.

DETAIL 5.4.1

ROLLED EROSION

CONTROL PRODUCTINFO ONLY - N

OT FOR BID

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T FOOTE

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T FOOTE

AutoCAD SHX Text Varies

AutoCAD SHX Text Min.

AutoCAD SHX Text Saw-cut existing

AutoCAD SHX Text pavement where

AutoCAD SHX Text 12"

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ISSUED

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STANDARD NO. ACRD-94-01

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FOR ROADS AND SHOULDERS

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TRENCH DETAIL

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ROADS DIVISION

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OF PUBLIC WORKS

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ALLEGANY COUNTY DEPARTMENT

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CUMBERLAND, MARYLAND

AutoCAD SHX Text Roadway

AutoCAD SHX Text surface

AutoCAD SHX Text Existing

AutoCAD SHX Text ground

AutoCAD SHX Text Trench Width

AutoCAD SHX Text See applicable Allegany County Road Detail

AutoCAD SHX Text applicable

AutoCAD SHX Text 6" Min.

AutoCAD SHX Text 12"

AutoCAD SHX Text CR-6 or other…

This is the start of the file's text. The full file is on GovTribe.

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