845153stormBwater.pdf

PDF 9 MB Posted Sep 23, 2026

Attached to: Fountainhead Stormwater Management Improvements
Solicitation number: 918-2026
Issued by: Rockingham County, Virginia

About this file

Written by GovTribe AI · Sep 24, 2026

This is a comprehensive set of engineering design plans and specifications for the Fountainhead Stormwater Management Improvements project prepared by Hurt & Proffitt for the Town of Bridgewater, Virginia. The project encompasses stormwater drainage improvements in the Fountainhead area of Bridgewater, located in Rockingham County, and includes multiple components: demolition of existing storm piping, culverts, and structures; construction of new storm drainage piping, inlets, and appurtenances; excavation and regrading of four roadside ditches; waterline improvements along Brian Lane including new water mains, connections, valves, and fire hydrant installation; and surface restoration of asphalt pavement, gravel, concrete, lawns, landscaping, and fencing. The plans consist of 14 sheets covering existing conditions, demolition, grading and drainage details, storm and water profiles, erosion and sediment control measures, and water utility details. The design is dated February 24, 2026, with revisions through April 20, 2026.

The project requires the contractor to perform all work in accordance with current Virginia Department of Transportation standards and the Virginia Stormwater Management Handbook. Key construction activities include unclassified earthwork excavation, installation of corrugated polyethylene storm piping with appropriate bedding and compaction, water main installation with 36-inch minimum cover using AWWA C900 PVC or ductile iron pipe, pressure testing at 200 PSI, and all associated appurtenances including valves, fire hydrants, and meter connections. The contractor is responsible for obtaining all permits, coordinating with regulatory agencies, contacting Miss Utility 48 hours prior to excavation, protecting existing utilities, maintaining surface drainage during construction, restoring all disturbed areas to pre-construction conditions, and implementing comprehensive erosion and sediment control measures throughout construction. All work must comply with confined space entry regulations, maintain traffic control per VDOT standards, and include permanent seeding and mulching of stabilized areas upon completion.

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SHEET NO.

PROJECT NO.

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COVER SHEET

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PROJECT LOCATION MAP

N.T.S.

PROJECT AREA MAP

N.T.S.

CAMPBELL

ROCKINGHAM

BATH

WISE

SCOTT

LEE

BRIDGEWATER

GILES

SMYTH

DICKENSON

RUSSELL

WASHINGTON

GRAYSON

SMYTH

TAZEWELL

smyth

BUCHANAN

BLAND

ROCKBRIDGE

FRANKLIN

HENRYPATRICK

FLOYD

PITTSYLVANIA

BOTETOURT

ROANOKE

CRAIG

ALLEGHANY

BEDFORD

ROCKB

RID

AMHERST

HIGHLAND

AUGUSTA

SOUTHAMPTON

SUSSEX

KING WILLIAM

CAROLINE

GEORGE

PRINCE

DINWIDDIE

LUNENBURG

CHARLOTTE

HALIFAX

MECKLENBURG

GREENSVILLE

BRUNSWICK

NOTTOWAY

BUCKINGHAM

APPOMATTOX

EDWARD

PRINCE

ALBEMARLE

NELSON FLUVANNA

HENRICO

CHESTERFIELD

POWHATAN

AMELIA

HANOVERGOOCHLAND

LOUISA

CHESAPEAKE

SUFFOLK

WIGHT

ISLE

BEACH

VIRGINIA

MATEWS

LANCASTER

NORTHUMBERLAND

CITY

JAMES

SURRY

NEW KENT

CHARLESCITY

GLOUCESTER

YORK

KING AND QUEEN

RICHMOND

MIDDLESEX

N O

O N

GEORGE

KING

FAIRFAX

ORANGE

RAPPHAHANNOCK

GREENE

MADISON

SHENANDOAH

REN

SPOTSYLVANIA

CULPEPER STAFFORD

FAUQUIER

WILLIAM

PRINCE

CLARKE

FREDERICK

LOUDOUN

WESTMORELAND

ESSEX

WASHINGTON, D.C.

ARLINGTON

PROJECT LOCATION

FOUNTAINHEAD

STORMWATER MANAGEMENT IMPROVEMENTS

ROCKINGHAM COUNTY, VIRGINIA

PREPARED FOR

TOWN OF BRIDGEWATER, VIRGINIA

PROJECT AREA

Sheet List Table Sheet Number Sheet Title

C001 COVER SHEET

C002 GENERAL NOTES

C100 EXISTING CONDITIONS

C200 DEMOLITION PLAN

C300 GRADING & DRAINAGE PLAN

C301 GRADING & DRAINAGE DETAILS

C302 STORM PROFILES 1 OF 2

C303 STORM PROFILES 2 OF 2

C304 WATER PLAN & PROFILE

C305 WATER DETAILS

C400 ESC PLAN

C401 ESC NOTES

C402 ESC DETAILS

THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE

LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY

UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY

COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE

PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY

DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE

OF THE CONTRACTOR.

48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR

SHALL CALL MISS UTILITY AT PHONE NUMBER 811 AND ADVISE THE

NATURE AND LOCATION OF THE WORK.

EEP

VIRGINIA SAFE!

C A R E

S BEFORE

YOU

IG!

04/17/2026

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AutoCAD SHX Text LEGEND POWER POLE LIGHT POLE GUY WIRE ELECTRIC BOX TELEPHONE PEDESTAL TELEPHONE HAND HOLE FIBER OPTIC HAND HOLE UNKNOWN HAND HOLE WATER METER WATER VALVE FIRE HYDRANT POST/BOLLARD SIGN SANITARY SEWER MANHOLE CLEANOUT MAILBOX PROPERTY CORNER SURVEY CONTROL POINT BENCHMARK SHRUB TREE RIGHT OF WAY ADJACENT PROPERTY LINE EASEMENT LINE CURB EDGE OF PAVEMENT EDGE OF GRAVEL EDGE OF WALK EDGE OF CONCRETE RETAINING WALL FENCE LINE STORM SANITARY SEWER TREELINE OVERHEAD POWER OVERHEAD TELEPHONE UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE GAS LINE WATERLINE

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CALL "MISS UTILITY"

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MICHAEL J. VELLINES

AutoCAD SHX Text Lic. No. 055081

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GENERAL NOTES

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1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE MOST CURRENT VERSION OF THESE DRAWINGS AND SPECIFICATIONS.

CONTRACTOR SHALL MAINTAIN A COPY OF THE DRAWINGS AND SPECIFICATIONS AT THE SITE AT ALL TIMES DURING CONSTRUCTION.

EARTHWORK, GRADING, STORM DRAINAGE, AND PAVING SPECIFICATIONS AND DETAILS NOT COVERED BY THESE DOCUMENTS SHALL CONFORM

TO THE MOST CURRENT VD0T ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS.

2. THE TOPOGRAPHICAL INFORMATION SHOWN HEREIN WAS PREPARED FROM AN ACTUAL FIELD SURVEY PERFORMED BY HURT & PROFFITT

SURVEYING IN AUGUST/SEPTEMBER 2025.

3. THE LOCATION, ELEVATION AND DIMENSIONS OF EXISTING STRUCTURES, PIPING AND UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE DATA AND ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DATA IN THE FIELD PRIOR TO CONSTRUCTION. THE DIAMETERS OF EXISTING PIPING ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO PERFORMING FINAL CONNECTIONS. ALLOW MISS UTILITY AT LEAST A TWO-DAY MARKING PERIOD TO HAVE UNDERGROUND UTILITIES MARKED. THE TWO-DAY MARKING PERIOD STARTS AT 7 AM ON THE NEXT WORKING DAY AFTER THE WORK TICKET IS SUBMITTED. THE CONTRACTOR SHALL PERFORM ANY TEST PIT WORK OR PROVIDE LOCATION SERVICES AS

REQUIRED TO AVOID CONFLICTS WITH EXISTING UTILITIES.

4. PROVIDE ALL CONNECTING PIECES AND TRANSITION PIECES REQUIRED TO MAKE FINAL PIPING CONNECTIONS. ALL PIPING UNDER STRUCTURES

SHALL BE PROVIDED WITH RESTRAINED JOINTS.

5. CONSTRUCTION LIMITS SHALL INCLUDE ALL DISTURBED AREAS. ALL DISTURBED AREAS SHALL BE SEEDED AND PROVIDED WITH EROSION

CONTROL DURING AND AT THE END OF CONSTRUCTION.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, PERFORMING ALL TESTS AND PAYING ALL FEES & BONDS AS DEEMED

NECESSARY BY TOWN OF BRIDGEWATER, VDOT AND ANY OTHER REGULATORY AGENCY.

7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ROCKINGHAM COUNTY, TOWN OF BRIDGEWATER, AND OTHER GOVERNING BODIES, PERMITS AND INSPECTIONS AS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR OBTAINING LAND USE PERMIT. TOWN OF BRIDGEWATER IS TO BE

SHOWN AS OWNER AND CONTRACTOR AS AGENT.

8. ALL SLOPES STEEPER THAN 2:1 SHALL BE PROTECTED WITH VD0T EC-2 EROSION CONTROL MATTING FROM TOP OF SLOPE TO TOE OF SLOPE.

THE CONTRACTOR SHALL ENSURE THE PROPER INSTALLATION OF SUCH MEASURES IN ACCORDANCE WITH VIRGINIA EROSION AND SEDIMENT

CONTROL REGULATIONS AND THE MANUFACTURER'S WRITTEN RECOMMENDATIONS.

9. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CONFINED SPACE ENTRY REGULATIONS.

10. MAINTAIN ALL OVERHEAD AND UNDERGROUND ELECTRICAL. TELEPHONE, WATER AND GAS SERVICES AND ALL OTHER UTILITIES DURING ENTIRE

CONSTRUCTION PERIOD, UTILITY OUTAGES WILL NOT BE ALLOWED.

11. THE CONTRACTOR SHALL MAINTAIN SURFACE DRAINAGE DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL PUMPS AND PIPING

REQUIRED TO MAINTAIN SURFACE DRAINAGE.

12. ALL EARTHWORK EXCAVATION SHALL BE UNCLASSIFIED AND PERFORMED TO THE INDICATED ELEVATIONS. SEE PROJECT MANUAL FOR

ADDITIONAL INFORMATION.

13. THE CONTRACTOR SHALL BE FULLY LIABLE FOR REPAIR OF ANY DAMAGES ON PUBLIC OR PRIVATE PROPERTY CAUSED BY HIS CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL REPLACE ALL DISTURBED SURFACES IN KIND, INCLUDING PAVEMENT, STONE, DITCHES, MAILBOXES, STORM CULVERTS, FENCING, ETC. AT NO ADDITIONAL COST TO THE OWNER.

14. ALL EXISTING SIGNS, CURBS, GUARDRAIL FENCING, STONE, STRUCTURES, LANDSCAPING, PLANTERS, SHRUBS, AND OTHER PHYSICAL IMPROVEMENTS TEMPORARILY REMOVED BY THE CONTRACTOR SHALL BE REPLACED TO ORIGINAL CONDITION.

15. ALL DRIVEWAYS, PARKING LOTS AND ROADS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SAW CUT AND REPLACED TO ORIGINAL CONDITION. ALL ASPHALT AND GRAVEL DRIVEWAYS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED TO ORIGINAL CONDITION.

16. THE CONTRACTOR SHALL PROTECT EXISTING PAVED SURFACES. ANY DAMAGED PAVEMENT SHALL BE REPAIRED TO MATCH EXISTING. TRACKED EQUIPMENT WILL NOT BE ALLOWED ON PAVED SURFACES. ANY PAVEMENT MARKINGS DAMAGED BY CONSTRUCTION SHALL BE REPLACED IN

KIND BY A PAVEMENT MARKING CONTRACTOR FROM THE VDOT PRE-QUALIFICATION LIST.

17. ALL PROPERTY PINS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A LAND SURVEYOR LICENSED IN THE COMMONWEALTH OF

VIRGINIA AT CONTRACTOR'S EXPENSE.

18. THE CONTRACTOR SHALL DISPOSE OF SURPLUS SOIL MATERIAL OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE AND

LOCAL REGULATIONS.

19. THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM PROPERTY OWNERS FOR USE OF ANY ACCESS POINTS OTHER THAN THOSE LOCATED WITHIN RIGHT-OF-WAYS AND OBTAINED EASEMENTS. WRITTEN PERMISSION SHALL CONTAIN CONDITIONS FOR USE AND RESTORATION

AGREEMENTS BETWEEN PROPERTY OWNER AND CONTRACTOR.

20. ANY FENCING DISTURBED BY CONSTRUCTION SHALL BE IMMEDIATELY REPLACED OR SUPPLEMENTED BY TEMPORARY FENCING SUITABLE FOR INTENDED PURPOSE OF EXISTING FENCING. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE DISTURBED FENCING TO ORIGINAL CONDITION.

21. ALL CLEARED MATERIALS SHALL BE REMOVED FROM SITE AND DISPOSED OF LEGALLY AT THE CONTRACTOR'S EXPENSE.

22. PROPER TRAFFIC CONTROL SHALL BE PROVIDED BY CONTRACTOR. PROTECTION STANDARDS ARE TO FOLLOW VDOT'S WORK AREA PROTECTION

MANUAL.

23. SHOULDERS, DITCHES, FILL SLOPES/CUTS SHALL BE PUT BACK TO STABILIZED PRECONSTRUCTION CONDITIONS. TREES SHALL BE PROTECTED

AND TRIMMED OR REPAIRED IN ACCORDANANCE WITH THE SPECIFICATIONS.

24. ANY WORK THAT AFFECTS THE FLOW OF TRAFFIC ALONG PUBLIC RIGHT OF WAY REQUIRES THAT THE CONTRACTOR NOTIFY VDOT A MINIMUM OF

2 DAYS IN ADVANCE OF THAT WORK.

25. ADEQUATE SIGHT DISTANCE IS TO BE MAINTAINED AT ALL TIMES FOR MOTORISTS ENTERING AND LEAVING PUBLIC RIGHT OF WAY AT STREET

CONNECTIONS AND PRIVATE/COMMERCIAL ENTRANCES.

26. CONTRACTOR SHALL REMOVE ALL OBSTRUCTIONS, INDICATED ON THE PLANS OR NOT, NECESSARY TO ACCOMPLISH THE WORK.

27. CARE SHALL BE TAKEN TO PROTECT EXISTING VEGETATION, TREES, RETAINING WALLS AND OTHER IMPROVEMENTS NOT REQUIRED TO BE

REMOVED FOR CONSTRUCTION.

28. CONTRACTOR SHALL REPLACE AND REPAIR ALL LAWNS, TERRACES, FENCES, SIDEWALKS, CURBS, CROSS WALKS, GUTTERS, DRIVEWAYS, OR PAVEMENTS, AND REPAIR AND MAKE GOOD ALL OTHER DAMAGE THAT MAY OCCUR DURING CONSTRUCTION WORK.

29. CONTRACTOR SHALL REPLACE AND REPAIR AFFECTED CONSTRUCTION AREAS WITH MATERIALS CONSISTENT WITH EXISTING CONDITIONS.

30. CONTRACTOR SHALL BECOME FAMILIAR WITH PROJECT AREA TO INCLUDE REPAIR AND REPLACEMENT COSTS IN BID.

31. PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL PERFORM AND RECORD A THOROUGH DOCUMENTATION OF EXISTING SITE CONDITIONS. DOCUMENTATION SHALL CONSIST OF DATED PHOTOGRAPHS AND/OR VIDEO RECORDINGS OF THE PROJECT SITE, ADJACENT PROPERTIES, PAVEMENTS, STRUCTURES, UTILITIES, LANDSCAPING, AND ANY OTHER EXISTING FEATURES THAT MAY BE IMPACTED BY CONSTRUCTION. RECORDS SHALL BE MAINTAINED BY THE CONTRACTOR AND PROVIDED TO THE OWNER OR ENGINEER UPON REQUEST.

GENERAL NOTES:

1. ALL EXISTING UTILITIES MAY NOT BE SHOWN OR MAY NOT BE IN THE

EXACT LOCATION. THE CONTRACTOR SHALL COMPLY WITH STATE

WATER WORKS REGULATIONS WHERE LINES CROSS.

2. CONTRACTOR SHALL CONSTRUCT CROSSING SUCH THAT

EXISTING UTILITIES REMAIN FUNCTIONAL. CARE SHALL BE

TAKEN TO PREVENT DISRUPTIONS TO EXISTING UTILITIES

OR UNDERMINING OF SUPPORTING SOILS OR STRUCTURES.

3. CONTRACTOR SHALL EXERCISE CARE IN DETERMINING THE

LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITY TO

AVOID DAMAGING OR DISRUPTING UTILITY SERVICE. IF

CONTRACTOR INADVERTENTLY DAMAGES ANY UTILITY LINE OR

CABLE, HE SHALL BE RESPONSIBLE FOR IMMEDIATELY

CONTACTING THE AFFECTED UTILITY COMPANY FOR REPAIR,

OR HAVE REPAIRED, THE DAMAGE AT HIS EXPENSE.

4. FOR UTILITIES THAT CANNOT BE DISTURBED OR TEMPORARILY

REMOVED, CONSTRUCTION SHALL BE ACHIEVED BY TUNNELING,

BORE & JACKING, OR A COMBINATION OF BOTH.

5. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ANY

AFFECTED UTILITY COMPANY FOR COORDINATION OF

RELOCATIONS OR TEMPORARY SHORING OF UTILITY.

6. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE

BASED UPON AVAILABLE INFORMATION. UTILITIES MAY EXIST

WITHIN THE CONSTRUCTION AREA OF THESE PLANS THAT ARE

NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

DETERMINING THE EXACT LOCATION AND DEPTH OF ALL

UTILITIES BEFORE COMMENCING WORK, AND FOR ANY

DAMAGES WHICH OCCUR BY HIS FAILURE TO LOCATE SUCH

UTILITIES. IF DURING CONSTRUCTION OPERATIONS THE

CONTRACTOR SHOULD ENCOUNTER UTILITIES OTHER THAN

THOSE SHOWN ON THESE PLANS, HE SHALL IMMEDIATELY

NOTIFY THE ENGINEER AND TAKE NECESSARY AND PROPER

STEPS TO PROTECT THE FACILITY AND ASSURE CONTINUANCE

OF SERVICE. CALL MISS UTILITIES AT 1.800.552.7001

(TOLL FREE) 48 HOURS BEFORE DIGGING.

7. CONTRACTOR WILL BE RESPONSIBLE FOR DETERMINING A

SUITABLE STAGING AREA FOR THE PROJECT. CONTRACTOR TO

PROVIDE AN APPROVED EROSION AND SEDIMENT CONTROL

PLAN TO THE TOWN OF BRIDGEWATER ONCE A SITE IS LOCATED.

STAGING AREA SHALL BE COORDINATED AND APPROVED BY

THE THE TOWN OF BRIDGEWATER BEFORE THE PRECONSTRUCTION

MEETING.

ADJACENT UTILITIES NOTES:

02/24/2026

SHALL BE USED AT ALL STUBOUTS. CONTRACTOR SHALL REFER TO STANDARD

STANDARD DETAIL DRAWINGS CA-1, CA-5, & CA-6. CA-5 ANCHORS

ALL DISTRIBUTION LINES SHALL BE PRESSURE TESTED AT 200 PSI IN ACCORDANCE WITH

WATER MAIN PIPE SHALL BE AWWA C900, DR 18 PVC OR DUCTILE IRON. WATER

CONSTRUCTION IS IN PROGRESS.

SHALL PROTECT AND MAINTAIN EXISTING UTILITIES WHILE

BY THE CONTRACTOR PRIOR TO EXCAVATION. THE CONTRACTOR

EXISTING UTILITY LOCATIONS SHALL BE VERIFIED IN THE FIELD

MINIMUM CLEARANCE AT STORM DRAINS SHALL BE 18" EDGE TO EDGE.

SERVICE LINES SHALL BE POLYETHYLENE PRESSURE TUBING PRESSURE CLASS 200 PIPE.

CHAMBERS OR PITS CONTAINING VALVES, BLOW OFFS, METERS, OR

OTHER APPURTENANCES TO THE DISTRIBUTION SYSTEM SHALL BE

DRAINED TO THE SURFACE OF THE GROUND WHERE THEY ARE NOT

SUBJECT TO FLOODING BY SURFACE WATER OR TO ABSORPTION PITS

LOCATED ABOVE THE SEASONAL GROUNDWATER TABLE ELEVATION.

NO BLOW OFF VALVE, AIR RELEASE VALVE, VACUUM BREAKER, OR OTHER

FLUSHING DEVICE SHALL BE DIRECTLY CONNECTED TO ANY SANITARY

SEWER OR STORM DRAIN.

ALL VALVES, BENDS, TEES, PLUGS, & CAPS SHALL BE RESTRAINED WITH

WITH PROJECT PLANS AND SPECIFICATIONS AND AS DETAILED IN THE

CULVERTS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE

REPLACED AT THE EXPENSE OF THE CONTRACTOR.

DETAILS TO SIZE ANCHORS AND RETRAINING JOINTS AS REQUIRED IN THE

FIELD.

CONCRETE ANCHORS OR MECHANICAL RESTRAINING DEVICES IN ACCORDANCE

WHEN LOCATED IN VDOT RIGHTS-OF-WAY, VALVE BOXES SHALL BE

FLUSH WITH GRADE WHEN IN THE SHOULDER AND FLUSH WITH

PAVEMENT, IF LOCATED IN THE PAVEMENT. FIRE HYDRANTS AND

WATER METERS SHALL BE LOCATED BEHIND THE DITCH LINE AND

WATER MAINS SHALL BE CONSTRUCTED IN THE LOCATIONS SHOWN

ON THE PLANS.

10. WATER LINE APPURTENANCES INSTALLED IN THE ROADWAY

SHOULDER SHOULD BE AVOIDED OR KEPT AT A MINIMUM. ANY

SHOULDER INSTALLATIONS SHALL BE INTERRED OR INSTALLED

FLUSH WITH THE EXISTING GROUND LINE.

WATER NOTES:

THE STATE REGULATIONS.

12. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 36 INCHES.

WATER LINES SHALL BE LAID DEEPER WHERE SHOWN ON THE

PROFILES, OR WHERE NECESSARY TO ACCOMMODATE THE

BURY DEPTH OF VALVES AND VALVE VAULTS.

13. A CONTINUOUS UNIFORM BEDDING SHALL BE PROVIDED IN THE

TRENCH FOR ALL PIPE. STONES AND ROCKS FOUND IN THE

TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST SIX (6)

INCHES BELOW THE BOTTOM OF THE PIPE AND TAMPED

SELECTED FILL BEDDING PROVIDED. AFTER THE PIPE HAS BEEN

PLACED IN THE TRENCH, THE TRENCH SHALL BE BACKFILLED

WITH SELECTED MATERIAL, THOROUGHLY COMPACTED TO 95%

UNDER PAVEMENT, OF THE STANDARD PROCTOR (ASTM D 698)

USING CARE NOT TO DAMAGE THE PIPE.

14. ALL WET TAPS MADE TO THE SYSTEM SHALL

BE MADE BY THE CONTRACTOR AFTER NOTIFICATION TO THE

UTILITY OWNER.

15. THE CONTRACTOR SHALL PROVIDE A TESTING AGENCY TO

INSPECT BACKFILL MATERIAL AND PROVIDE COMPACTION TESTS

PER SPECIFICATIONS.

16. WATER SERVICES SHALL BE SWITCHED TO THE NEW LINE AFTER TESTING

AND DISINFECTION BY THE CONTRACTOR . DISINFECTION SHALL BE IN

ACCORDANCE WITH THE CURRENT VDH AND AWWA DISINFECTION AND FLUSHING

REQUIREMENTS. THE OLD WATERLINE SHALL BE DISCONNECTED

AND ABANDONED AFTER THE NEW LINE IS LIVE AND SERVICES SWITCHED.

11. ALL VALVES, BENDS, TEES, PLUGS, & CAPS SHALL BE RESTRAINED

WITH MECHANICAL RESTRAINING DEVICES IN ACCORDANCE WITH

THE SPECIFICATIONS AND DETAILS.

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MICHAEL J. VELLINES

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EXISTING

CONDITIONS

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EXISTING CONDITIONS NOTES:

1. SEE SHEETS C001 & C002 FOR GENERAL NOTES AND LEGEND.

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AutoCAD SHX Text NOTES: 1. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF, NEIL MARTIN OF HURT & THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF, NEIL MARTIN OF HURT & PROFFITT, INC. FROM AN ACTUAL GROUND SURVEY AND DRONE LIDAR SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED IN AUGUST/SEPTEMBER 2025; AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. 2. THIS TOPOGRAPHIC SURVEY IS ON HORIZONTAL DATUM: NAD83(2011); VERTICAL DATUM: NAVD88 GEOID1888888. THIS TOPOGRAPHIC SURVEY IS ON HORIZONTAL DATUM: NAD83(2011); VERTICAL DATUM: NAVD88 GEOID1888888. 3. BOUNDARY INFORMATION SHOWN HEREON WAS COMPILED FROM DEEDS AND PLATS OF RECORD AND FIELD INFORMATION. THIS BOUNDARY INFORMATION SHOWN HEREON WAS COMPILED FROM DEEDS AND PLATS OF RECORD AND FIELD INFORMATION. THIS DOES NOT REPRESENT A BOUNDARY SURVEY. 4. UNDERGROUND UTILITIES SHOWN HEREON ARE COMPILED FROM ABOVE GROUND UTILITY EVIDENCE AND MISS UTILITY UNDERGROUND UTILITIES SHOWN HEREON ARE COMPILED FROM ABOVE GROUND UTILITY EVIDENCE AND MISS UTILITY DESIGNATIONS ONLY PER TICKETS #A521902332-00A, A521902349-00A, A521902384-00A, A521902518-00A, A521902332-00A, A521902349-00A, A521902384-00A, A521902518-00A, A521902551-00A AND A521902594-00A. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES AND A521902594-00A. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES A521902594-00A. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES . HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY, AND RELIABLY DEPICTED. IN ADDITION, IN SOME JURISDICTIONS, 811 OR OTHER SIMILAR UTILITY LOCATE REQUESTS FROM SURVEYORS MAY BE IGNORED OR RESULT IN AN INCOMPLETE RESPONSE. CONTRACTOR IS RESPONSIBLE FOR UTILITY LOCATION IN THE FIELD AND MUST CONTACT MISS UTILITY BEFORE CONSTRUCTION. 5. CONTOUR INTERVAL = 1' CONTOUR INTERVAL = 1' 6. THIS TOPOGRAPHIC SURVEY WAS COMPLETED FOR TOWN OF BRIDGEWATER.THIS TOPOGRAPHIC SURVEY WAS COMPLETED FOR TOWN OF BRIDGEWATER.

AutoCAD SHX Text ABBREVIATIONS: CONC. = CONCRETE SSMH = SANITARY SEWER MANHOLE RCP = REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE DIP = DUCTILE IRON PIPE PVC = POLYVINYL CHLORIDE PIPE D.B. = DEED BOOK P.B. = PLAT BOOK INST. = INSTRUMENT N/F = NOW OR FORMERLY BM = BENCHMARK TNS = TRAVERSE NAIL SET PKS = PK NAIL SET PKF = PK NAIL FOUND IRF = IRON ROD FOUND IPF = IRON PIPE FOUND RD = ROOF DRAIN

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TAX MAP # 122C-3-1 STANTON CHRISTOPHER M & RHONDA S

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TAX MAP # 122C-3-2 BOTKIN SUSAN M LIFE ESTATE

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TAX MAP # 122C-3-3 PETER RYAN DANIEL & DEENA MARIE LAYMAN

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TAX MAP # 122C-3-4 BEASLEY GARY R & BARBARA P

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TAX MAP # 122C-3-5 REESOR PETER E

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TAX MAP # 122C-3-6 GOOD CAROLYN S

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TAX MAP # 122C-3-7 SIMANCAS JONATAN GARCIA & SUANA MARROQUIN

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TAX MAP # 122C-3-8 108 W COLLEGE LLC

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TAX MAP # 122C-3-9 EAGLE EDWARD TYLER

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TAX MAP # 122C-3-10 MEDINA RAUL SANCHEZ & SILVIA SANCHEZ

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TAX MAP # 122C-3-11 PULIDO JUAN CARLOS & MARTHA

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TAX MAP # 122C-3-12 GOOD CAROLYN S

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TAX MAP # 122C-3-13 BJ & C LC

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TAX MAP # 122C-3-14 DEAN ERIN R & CHAD L

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TAX MAP # 122C-3-15 ARELLANO LUIS CASTANEDA

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TAX MAP # 122C-3-16 HANLON CARMAN

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TAX MAP # 122C-3-17 BOTKIN SHARON L

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TAX MAP # 122C-3-18 CABANA DONALD G JR & KATHRINE L

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TAX MAP # 122C-3-30 COPPOLA SERGIO A & JODI L

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TAX MAP # 122C-3-29 HOFFMANN JOHN P & LYNN

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TAX MAP # 122C-3-28 GRANDLE HARLEE N

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TAX MAP # 122C-3-27 TERRELL FRANK M & DAWN E

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TAX MAP # 122C-3-26 PENALVER JACK

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TAX MAP # 122C-3-25 GOOD AARON D & STEPHANIE D HEDRICK

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TAX MAP # 122C-3-24 RAAB PATRICIA M

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TAX MAP # 122C-3-23 SIMMONS DARLENE J

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TAX MAP # 122C-3-22 HOME FREEDOM LLC

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TAX MAP # 122C-3-21 BERUMEN SERGIO

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TAX MAP # 122C-3-20 HILL CHANDLER MCGWIRE

AutoCAD SHX Text

BM "A" = CHSQ IN CONC CURB ELEVATION=1192.31'

AutoCAD SHX Text 1190.11'

AutoCAD SHX Text 1190.26'

AutoCAD SHX Text 1189.75'

AutoCAD SHX Text 1189.68'

AutoCAD SHX Text 1189.56'

AutoCAD SHX Text 1189.36'

AutoCAD SHX Text 1189.13'

AutoCAD SHX Text 1188.96'

AutoCAD SHX Text 1188.50'

AutoCAD SHX Text 1186.53'

AutoCAD SHX Text 1189.47'

AutoCAD SHX Text 1191.97'

AutoCAD SHX Text 1191.90'

AutoCAD SHX Text 1190.31'

AutoCAD SHX Text 1191.03'

AutoCAD SHX Text 1191.11'

AutoCAD SHX Text 1190.56'

AutoCAD SHX Text 1189.34'

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

GAS LINE WITNESS POST

AutoCAD SHX Text U

AutoCAD SHX Text

F1242 TG33

AutoCAD SHX Text

F1242 TG47

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F1242-TG80

AutoCAD SHX Text

F1242 TG95

AutoCAD SHX Text

IRF

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IPF

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IPF

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IRF

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IPF

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IRF

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IRF

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IRF

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IRF

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IRF

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IRF

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IRF

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IPF

AutoCAD SHX Text

IRF

AutoCAD SHX Text

IRF

AutoCAD SHX Text

IRF

AutoCAD SHX Text [1154]

AutoCAD SHX Text [1190]

AutoCAD SHX Text [1263]

AutoCAD SHX Text [1001]

AutoCAD SHX Text [1002]

AutoCAD SHX Text [1004]

AutoCAD SHX Text C.O.

AutoCAD SHX Text S

AutoCAD SHX Text [1255]

AutoCAD SHX Text T

AutoCAD SHX Text A59-2

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

NOINFO

AutoCAD SHX Text T

AutoCAD SHX Text

NOINFO

AutoCAD SHX Text T

AutoCAD SHX Text A59-4

AutoCAD SHX Text T

AutoCAD SHX Text A64-4

AutoCAD SHX Text T

AutoCAD SHX Text

NOINFO

AutoCAD SHX Text

NOINFO

AutoCAD SHX Text T

AutoCAD SHX Text A64-2

AutoCAD SHX Text T

AutoCAD SHX Text

NOINFO

AutoCAD SHX Text T

AutoCAD SHX Text

NOINFO

AutoCAD SHX Text T

AutoCAD SHX Text A64-3

AutoCAD SHX Text wm

AutoCAD SHX Text

EXISTING 10' SEWER EASEMENT PER D.B. 552, PG. 593

AutoCAD SHX Text

EXISTING 10' SEWER EASEMENT PER D.B. 508, PG. 499

AutoCAD SHX Text

EXISTING 10' SEWER EASEMENT PER D.B. 510, PG. 464

AutoCAD SHX Text 1188.53'

AutoCAD SHX Text 1188.83'

AutoCAD SHX Text 1188.42'

AutoCAD SHX Text 1188.71'

AutoCAD SHX Text

SSMH H TOP=1193.89'

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text 1188.82'

AutoCAD SHX Text 1188.87'

AutoCAD SHX Text 1188.92'

AutoCAD SHX Text

SSMH I TOP=1192.71'

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text 1189.48'

AutoCAD SHX Text 1189.51'

AutoCAD SHX Text 1189.77'

AutoCAD SHX Text

SSMH M TOP=1191.71'

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text 1190.12'

AutoCAD SHX Text 1190.14'

AutoCAD SHX Text 1190.16'

AutoCAD SHX Text

SSMH N TOP=1191.84'

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text 1189.64'

AutoCAD SHX Text 1189.65'

AutoCAD SHX Text

SSMH J TOP=1193.53'

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text 1190.42'

AutoCAD SHX Text

SSMH K TOP=1193.46'

AutoCAD SHX Text 1190.80'

AutoCAD SHX Text 1190.85'

AutoCAD SHX Text

SSMH L TOP=1193.71'

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

10" CMP

AutoCAD SHX Text

PLASTIC GRATE TOP=1192.48' FLOWLINE=1191.46'

AutoCAD SHX Text

(2) 4" CMP

AutoCAD SHX Text 1191.50'

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

3" PVC

AutoCAD SHX Text

LINE ONLY

AutoCAD SHX Text 1193.32'

AutoCAD SHX Text

6" CMP

AutoCAD SHX Text

6" CMP

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

RUSTED OUT BOTTOM 1187.72'

AutoCAD SHX Text 1187.57'

AutoCAD SHX Text 1187.62'

AutoCAD SHX Text 1188.00'

AutoCAD SHX Text

STORM GRATE TOP=1190.50'

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text

30" CMP

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

AutoCAD SHX Text 1188.28'

AutoCAD SHX Text 1189.03'

AutoCAD SHX Text 1188.42'

AutoCAD SHX Text

STORM GRATE TOP=1190.28'

AutoCAD SHX Text

STORM GRATE TOP=1190.24' (FILLED WITH DIRT)

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text

TH61-TG93

AutoCAD SHX Text

F1242-TG76

AutoCAD SHX Text

STEPHEN CIRCLE (50' R/W)

AutoCAD SHX Text

BRIAN LANE (50' R/W)

AutoCAD SHX Text

MOUNT CRAWFORD AVENUE (VARIABLE WIDTH R/W)

AutoCAD SHX Text

EXISTING 20' EASEMENT PER D.B. 482, PG. 250

AutoCAD SHX Text

EXISTING 20' EASEMENT PER D.B. 482, PG. 250

AutoCAD SHX Text

EXISTING 20' EASEMENT PER D.B. 482, PG. 250

AutoCAD SHX Text

EXISTING 20' EASEMENT PER D.B. 482, PG. 250

AutoCAD SHX Text

EXISTING 20' DRAINAGE EASEMENT PER D.B. 975, PG. 185

AutoCAD SHX Text 1189.73'

AutoCAD SHX Text 1189.38'

AutoCAD SHX Text 1189.78'

AutoCAD SHX Text 1189.28'

AutoCAD SHX Text 1189.37'

AutoCAD SHX Text 1188.59'

AutoCAD SHX Text 1189.06'

AutoCAD SHX Text 1187.07'

AutoCAD SHX Text 1187.15'

AutoCAD SHX Text 1186.89'

AutoCAD SHX Text 1187.08'

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

30" CPP

AutoCAD SHX Text

(3) 15" CMP

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30"HX48"W RCP

AutoCAD SHX Text

PARKSIDE DRIVE (50' R/W) PER D.B. 946, PG. 801

AutoCAD SHX Text

10" CONC. ENDWALL

AutoCAD SHX Text

10" CONC. ENDWALL

AutoCAD SHX Text

EOI

AutoCAD SHX Text

18"X30" CMP

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30"HX48"W RCP

AutoCAD SHX Text

ROCK

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GRAVEL FIRE PIT

AutoCAD SHX Text

CLOTHESLINE

AutoCAD SHX Text

SHED

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CONC.

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CONC.

AutoCAD SHX Text

SHED

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SHED

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GARAGE

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GRAVEL

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GRAVEL

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ASPHALT

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GRAVEL

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GRAVEL

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SHED

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CONC.

AutoCAD SHX Text

SHED

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SHED

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

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ASPHALT

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ASPHALT

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GRAVEL

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CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

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GRAVEL

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ASPHALT

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SHED

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SHED

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SHED

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AutoCAD SHX Text E

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CONC.

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ASPHALT

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GRAVEL

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ASPHALT

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ASPHALT

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GARDEN

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GARDEN

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GARDEN

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SHED

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SHED

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SHED

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SHED

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SHED

AutoCAD SHX Text

SHED

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

TAX MAP # 122C-1-16 SMITH ANTHONY D & JANET L

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TAX MAP # 122C-1-15 LEGG CYNTHIA LEE

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TAX MAP # 122C-1-14 YURCHENKO EVELINA

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TAX MAP # 122C-1-13 INTERMANN LESLIE L

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TAX MAP # 122C-1-12 SULLIVAN PAUL JAMES & LEAH MAY

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TAX MAP # 122C-1-11 BRYANT FREDERICK F & WILLIAM E & DARYL D

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TAX MAP # 122C-1-10 NEWMAN TYLER S

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TAX MAP # 122C-1-9 CRENSHAW PAUL V & SARA E

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TAX MAP # 122C-1-8A BOOTH CARRI L

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TAX MAP # 122C-1-8B SMALLWOOD WILLIAM A

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TAX MAP # 122C-1-7 DEANE CATHERINE E

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TAX MAP # 122C-1-1 MOAD WANDA S

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TAX MAP # 122C-1-2 COOK BOB L & GERALDINE S LIFE ESTATE

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TAX MAP # 122C-1-3 ARBOGAST PAMELA B

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TAX MAP # 122C-1-4 BENTON WILLIAM S & CARLA H

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TAX MAP # 122C-1-5 CLOUGH JAMES O & JULIE MARKOWITZ

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TAX MAP # 122C-1-6 SHIFFLET JODY DAWN

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TAX MAP # 122C-1-20 SNOOK THOMAS R & BONNIE J SNOOK

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TAX MAP # 122C-1-19 VAZQUEZ OSCAR & EDITH PONCE LAZARO

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TAX MAP # 122C-1-18 BONDARUK PETR & TATYANA

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TAX MAP # 122C-1-17C KAPERDAY MUNZER & NORMA MACHOKA KAPERDAY

AutoCAD SHX Text

TAX MAP # 122C-1-17A CLARK PATRICIA E

AutoCAD SHX Text

TAX MAP # 122C-1-17B ARS LC

AutoCAD SHX Text

TAX MAP # 122A4-A-25A1 RETIREMENT VILLAGE LTD

AutoCAD SHX Text

EXISTING 20' EASEMENT PER D.B. 482, PG. 250

AutoCAD SHX Text

EXISTING WATER LINE EASEMENT PER D.B. 708, PG. 552

AutoCAD SHX Text

EXISTING WATER LINE EASEMENT PER D.B. 708, PG. 548

AutoCAD SHX Text

EXISTING 25' EASEMENT PER D.B. 379, PG. 646

AutoCAD SHX Text

EXISTING 20' DRAINAGE EASEMENT

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text 1193.56'

AutoCAD SHX Text 1193.20'

AutoCAD SHX Text 1193.14'

AutoCAD SHX Text 1193.06'

AutoCAD SHX Text 1192.23'

AutoCAD SHX Text 1190.06'

AutoCAD SHX Text 1192.51'

AutoCAD SHX Text 1192.86'

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

SHED

AutoCAD SHX Text

SHED

AutoCAD SHX Text

PLANTER

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(BURIED)

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12" CMP

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text

SHOWN PER TOWN REPRESENTATIVE MARKINGS

AutoCAD SHX Text

SHOWN PER TOWN REPRESENTATIVE MARKINGS

AutoCAD SHX Text

SCALE IN

AutoCAD SHX Text

FEET

1 1 1

SEE NOTE 2

SHEET NO.

PROJECT NO.

LAT.

CHECKED BY:

DRAWN BY:

LONG.

DATE:

A pr

- 1

am Z

:\2

\e ng in ee rin g\ C

D es ig n_

G ra di ng

&D ra in ag e.

dw g

R O

N M

L G

C H

C O

R U

O N

U R

P R

D R

, S

U R

G , V

A . 2

H A

N D

O M

REV.

DEMOLITION

PLAN

C200

MJV

CBM

24 FEB 2026

-78.9652 38.3849

20251293

, V A

N O

1 REMOVE CORRUGATED METAL PIPE

REMOVE & REPLACE ASPHALT

REMOVE & REPLACE GRAVEL

REMOVE & REPLACE CONCRETE

DEMOLITION LEGEND:

2 REMOVE PVC PIPE

3 REMOVE STORM STRUCTURE

DEMOLITION KEY NOTES:

DEMO PLAN NOTES:

1. SEE SHEETS C001 & C002 FOR GENERAL NOTES AND LEGEND.

2. EXISTING PIPE TO BE REMOVED, LOCATION IS APPROXIMATE. CONTRACTOR SHALL

FIELD VERIFY THE EXACT LOCATION AND CONFIGURATION PRIOR TO DEMOLITION,

REMOVE THE EXISTING CMP IN ITS ENTIRETY, AND RESTORE ALL DISTURBED

AREAS TO EXISTING SURFACE CONDITIONS.

4 SAW CUT & REMOVE PAVEMENT

02/24/2026

AutoCAD SHX Text

BM "A" = CHSQ IN CONC CURB ELEVATION=1192.31'

AutoCAD SHX Text 1190.11'

AutoCAD SHX Text 1190.26'

AutoCAD SHX Text 1189.75'

AutoCAD SHX Text 1189.68'

AutoCAD SHX Text 1189.56'

AutoCAD SHX Text 1189.36'

AutoCAD SHX Text 1189.13'

AutoCAD SHX Text 1188.96'

AutoCAD SHX Text 1188.50'

AutoCAD SHX Text 1186.53'

AutoCAD SHX Text 1189.47'

AutoCAD SHX Text 1191.97'

AutoCAD SHX Text 1191.90'

AutoCAD SHX Text 1190.31'

AutoCAD SHX Text 1191.03'

AutoCAD SHX Text 1191.11'

AutoCAD SHX Text 1190.56'

AutoCAD SHX Text 1189.34'

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

GAS LINE WITNESS POST

AutoCAD SHX Text U

AutoCAD SHX Text

F1242 TG33

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F1242 TG47

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F1242-TG80

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F1242 TG95

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IRF

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IPF

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IPF

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IRF

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IPF

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IRF

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IRF

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IRF

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IRF

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IRF

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IRF

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IRF

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IPF

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IRF

AutoCAD SHX Text

IRF

AutoCAD SHX Text

IRF

AutoCAD SHX Text [1154]

AutoCAD SHX Text [1190]

AutoCAD SHX Text [1263]

AutoCAD SHX Text [1001]

AutoCAD SHX Text [1002]

AutoCAD SHX Text [1004]

AutoCAD SHX Text C.O.

AutoCAD SHX Text S

AutoCAD SHX Text [1255]

AutoCAD SHX Text T

AutoCAD SHX Text A59-2

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

NOINFO

AutoCAD SHX Text T

AutoCAD SHX Text

NOINFO

AutoCAD SHX Text T

AutoCAD SHX Text A59-4

AutoCAD SHX Text T

AutoCAD SHX Text A64-4

AutoCAD SHX Text T

AutoCAD SHX Text

NOINFO

AutoCAD SHX Text T

AutoCAD SHX Text

NOINFO

AutoCAD SHX Text T

AutoCAD SHX Text A64-2

AutoCAD SHX Text T

AutoCAD SHX Text

NOINFO

AutoCAD SHX Text T

AutoCAD SHX Text

NOINFO

AutoCAD SHX Text T

AutoCAD SHX Text A64-3

AutoCAD SHX Text wm

AutoCAD SHX Text

EXISTING 10' SEWER EASEMENT PER D.B. 552, PG. 593

AutoCAD SHX Text

EXISTING 10' SEWER EASEMENT PER D.B. 508, PG. 499

AutoCAD SHX Text

EXISTING 10' SEWER EASEMENT PER D.B. 510, PG. 464

AutoCAD SHX Text 1188.53'

AutoCAD SHX Text 1188.83'

AutoCAD SHX Text 1188.42'

AutoCAD SHX Text 1188.71'

AutoCAD SHX Text

SSMH H TOP=1193.89'

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text 1188.82'

AutoCAD SHX Text 1188.87'

AutoCAD SHX Text 1188.92'

AutoCAD SHX Text

SSMH I TOP=1192.71'

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text 1189.48'

AutoCAD SHX Text 1189.51'

AutoCAD SHX Text 1189.77'

AutoCAD SHX Text

SSMH M TOP=1191.71'

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text 1190.12'

AutoCAD SHX Text 1190.14'

AutoCAD SHX Text 1190.16'

AutoCAD SHX Text

SSMH N TOP=1191.84'

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text 1189.64'

AutoCAD SHX Text 1189.65'

AutoCAD SHX Text

SSMH J TOP=1193.53'

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text 1190.42'

AutoCAD SHX Text

SSMH K TOP=1193.46'

AutoCAD SHX Text 1190.80'

AutoCAD SHX Text 1190.85'

AutoCAD SHX Text

SSMH L TOP=1193.71'

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

10" CMP

AutoCAD SHX Text

PLASTIC GRATE TOP=1192.48' FLOWLINE=1191.46'

AutoCAD SHX Text

(2) 4" CMP

AutoCAD SHX Text 1191.50'

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

3" PVC

AutoCAD SHX Text

LINE ONLY

AutoCAD SHX Text 1193.32'

AutoCAD SHX Text

6" CMP

AutoCAD SHX Text

6" CMP

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

RUSTED OUT BOTTOM 1187.72'

AutoCAD SHX Text 1187.57'

AutoCAD SHX Text 1187.62'

AutoCAD SHX Text 1188.00'

AutoCAD SHX Text

STORM GRATE TOP=1190.50'

AutoCAD SHX Text

15" CMP

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30" CMP

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

AutoCAD SHX Text 1188.28'

AutoCAD SHX Text 1189.03'

AutoCAD SHX Text 1188.42'

AutoCAD SHX Text

STORM GRATE TOP=1190.28'

AutoCAD SHX Text

STORM GRATE TOP=1190.24' (FILLED WITH DIRT)

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text

TH61-TG93

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F1242-TG76

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F1242-TF96

AutoCAD SHX Text

STEPHEN CIRCLE (50' R/W)

AutoCAD SHX Text

BRIAN LANE (50' R/W)

AutoCAD SHX Text

MOUNT CRAWFORD AVENUE (VARIABLE WIDTH R/W)

AutoCAD SHX Text

EXISTING 20' EASEMENT PER D.B. 482, PG. 250

AutoCAD SHX Text

EXISTING 20' EASEMENT PER D.B. 482, PG. 250

AutoCAD SHX Text

EXISTING 20' EASEMENT PER D.B. 482, PG. 250

AutoCAD SHX Text

EXISTING 20' EASEMENT PER D.B. 482, PG. 250

AutoCAD SHX Text

EXISTING 20' DRAINAGE EASEMENT PER D.B. 975, PG. 185

AutoCAD SHX Text 1189.73'

AutoCAD SHX Text 1189.38'

AutoCAD SHX Text 1189.78'

AutoCAD SHX Text 1189.28'

AutoCAD SHX Text 1189.37'

AutoCAD SHX Text 1188.59'

AutoCAD SHX Text 1189.06'

AutoCAD SHX Text 1187.07'

AutoCAD SHX Text 1187.15'

AutoCAD SHX Text 1186.89'

AutoCAD SHX Text 1187.08'

AutoCAD SHX Text

RIP RAP

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30" CPP

AutoCAD SHX Text

(3) 15" CMP

AutoCAD SHX Text

30"HX48"W RCP

AutoCAD SHX Text

PARKSIDE DRIVE (50' R/W) PER D.B. 946, PG. 801

AutoCAD SHX Text

10" CONC. ENDWALL

AutoCAD SHX Text

10" CONC. ENDWALL

AutoCAD SHX Text

EOI

AutoCAD SHX Text

18"X30" CMP

AutoCAD SHX Text

30"HX48"W RCP

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

GRAVEL FIRE PIT

AutoCAD SHX Text

CLOTHESLINE

AutoCAD SHX Text

SHED

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CONC.

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CONC.

AutoCAD SHX Text

SHED

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SHED

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GARAGE

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GRAVEL

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GRAVEL

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ASPHALT

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GRAVEL

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GRAVEL

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SHED

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CONC.

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SHED

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SHED

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CONC.

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CONC.

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CONC.

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CONC.

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ASPHALT

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ASPHALT

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GRAVEL

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CONC.

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CONC.

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CONC.

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GRAVEL

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ASPHALT

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SHED

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SHED

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SHED

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AutoCAD SHX Text E

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CONC.

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ASPHALT

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GRAVEL

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ASPHALT

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ASPHALT

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GARDEN

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GARDEN

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GARDEN

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SHED

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SHED

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SHED

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SHED

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SHED

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SHED

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SHED

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ASPHALT

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ASPHALT

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ASPHALT

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TAX MAP # 122C-1-16 SMITH ANTHONY D & JANET L

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TAX MAP # 122C-1-15 LEGG CYNTHIA LEE

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TAX MAP # 122C-1-14 YURCHENKO EVELINA

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TAX MAP # 122C-1-13 INTERMANN LESLIE L

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TAX MAP # 122C-1-12 SULLIVAN PAUL JAMES & LEAH MAY

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TAX MAP # 122C-1-11 BRYANT FREDERICK F & WILLIAM E & DARYL D

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TAX MAP # 122C-1-10 NEWMAN TYLER S

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TAX MAP # 122C-1-9 CRENSHAW PAUL V & SARA E

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TAX MAP # 122C-1-8A BOOTH CARRI L

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TAX MAP # 122C-1-8B SMALLWOOD WILLIAM A

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TAX MAP # 122C-1-7 DEANE CATHERINE E

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TAX MAP # 122C-1-1 MOAD WANDA S

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TAX MAP # 122C-1-2 COOK BOB L & GERALDINE S LIFE ESTATE

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TAX MAP # 122C-1-3 ARBOGAST PAMELA B

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TAX MAP # 122C-1-4 BENTON WILLIAM S & CARLA H

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TAX MAP # 122C-1-5 CLOUGH JAMES O & JULIE MARKOWITZ

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TAX MAP # 122C-1-6 SHIFFLET JODY DAWN

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TAX MAP # 122C-1-20 SNOOK THOMAS R & BONNIE J SNOOK

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TAX MAP # 122C-1-19 VAZQUEZ OSCAR & EDITH PONCE LAZARO

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TAX MAP # 122C-1-18 BONDARUK PETR & TATYANA

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TAX MAP # 122C-1-17C KAPERDAY MUNZER & NORMA MACHOKA KAPERDAY

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TAX MAP # 122C-1-17A CLARK PATRICIA E

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TAX MAP # 122C-1-17B ARS LC

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TAX MAP # 122A4-A-25A1 RETIREMENT VILLAGE LTD

AutoCAD SHX Text

EXISTING 20' EASEMENT PER D.B. 482, PG. 250

AutoCAD SHX Text

EXISTING WATER LINE EASEMENT PER D.B. 708, PG. 552

AutoCAD SHX Text

EXISTING WATER LINE EASEMENT PER D.B. 708, PG. 548

AutoCAD SHX Text

EXISTING 25' EASEMENT PER D.B. 379, PG. 646

AutoCAD SHX Text

EXISTING 20' DRAINAGE EASEMENT

AutoCAD SHX Text

CONC.

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CONC.

AutoCAD SHX Text 1193.56'

AutoCAD SHX Text 1193.20'

AutoCAD SHX Text 1193.14'

AutoCAD SHX Text 1193.06'

AutoCAD SHX Text 1192.23'

AutoCAD SHX Text 1190.06'

AutoCAD SHX Text 1192.51'

AutoCAD SHX Text 1192.86'

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GRAVEL

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SHED

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SHED

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PLANTER

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(BURIED)

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12" CMP

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15" CMP

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12" CMP

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12" CMP

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15" CMP

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SHOWN PER TOWN REPRESENTATIVE MARKINGS

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SHOWN PER TOWN REPRESENTATIVE MARKINGS

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SCALE IN

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FEET

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MICHAEL J. VELLINES

DITCH 1

DITCH 2

DITCH 3

DITCH 4

SEE NOTE 3

SEE NOTE 4

SEE NOTE 5

SHEET NO.

PROJECT NO.

LAT.

CHECKED BY:

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DATE:

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REV.

GRADING &

DRAINAGE PLAN

C300

MJV

CBM

24 FEB 2026

-78.9652 38.3849

20251293

, V A

N O

ASPHALT

GRAVEL

CONCRETE

SITE LEGEND:

GRADING PLAN NOTES:

1. SEE SHEETS C001 & C002 FOR GENERAL NOTES AND LEGEND.

2. ADJUST ALL UTILITY TOPS TO MATCH PROPOSED GRADE.

3. ADJUST EXISTING STREETLIGHT TO MATCH PROPOSED GRADES.

4. 20' TEMPORARY CONSTRUCTION EASEMENT.

5. 10' PERMANENT UTILITY EASEMENT.

02/24/2026

AutoCAD SHX Text

BM "A" = CHSQ IN CONC CURB ELEVATION=1192.31'

AutoCAD SHX Text 1190.11'

AutoCAD SHX Text 1190.26'

AutoCAD SHX Text 1189.75'

AutoCAD SHX Text 1189.68'

AutoCAD SHX Text 1189.56'

AutoCAD SHX Text 1189.36'

AutoCAD SHX Text 1189.13'

AutoCAD SHX Text 1188.96'

AutoCAD SHX Text 1188.50'

AutoCAD SHX Text 1186.53'

AutoCAD SHX Text 1189.47'

AutoCAD SHX Text 1191.97'

AutoCAD SHX Text 1191.90'

AutoCAD SHX Text 1190.31'

AutoCAD SHX Text 1191.03'

AutoCAD SHX Text 1191.11'

AutoCAD SHX Text 1190.56'

AutoCAD SHX Text 1189.34'

AutoCAD SHX Text E

AutoCAD SHX Text F

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GAS LINE WITNESS POST

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F1242 TG33

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F1242 TG47

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F1242-TG80

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F1242 TG95

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IRF

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IPF

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IPF

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IRF

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IPF

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IRF

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IRF

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IRF

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IRF

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IRF

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IRF

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IRF

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IPF

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IRF

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IRF

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IRF

AutoCAD SHX Text [1154]

AutoCAD SHX Text [1190]

AutoCAD SHX Text [1263]

AutoCAD SHX Text [1001]

AutoCAD SHX Text [1002]

AutoCAD SHX Text [1004]

AutoCAD SHX Text C.O.

AutoCAD SHX Text S

AutoCAD SHX Text [1255]

AutoCAD SHX Text T

AutoCAD SHX Text A59-2

AutoCAD SHX Text T

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AutoCAD SHX Text T

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NOINFO

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NOINFO

AutoCAD SHX Text T

AutoCAD SHX Text A59-4

AutoCAD SHX Text T

AutoCAD SHX Text A64-4

AutoCAD SHX Text T

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NOINFO

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NOINFO

AutoCAD SHX Text T

AutoCAD SHX Text A64-2

AutoCAD SHX Text T

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NOINFO

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NOINFO

AutoCAD SHX Text T

AutoCAD SHX Text A64-3

AutoCAD SHX Text wm

AutoCAD SHX Text

EXISTING 10' SEWER EASEMENT PER D.B. 552, PG. 593

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EXISTING 10' SEWER EASEMENT PER D.B. 508, PG. 499

AutoCAD SHX Text

EXISTING 10' SEWER EASEMENT PER D.B. 510, PG. 464

AutoCAD SHX Text 1188.53'

AutoCAD SHX Text 1188.83'

AutoCAD SHX Text 1188.42'

AutoCAD SHX Text 1188.71'

AutoCAD SHX Text

SSMH H TOP=1193.89'

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4" PVC

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4" PVC

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8" PVC

AutoCAD SHX Text 1188.82'

AutoCAD SHX Text 1188.87'

AutoCAD SHX Text 1188.92'

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SSMH I TOP=1192.71'

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10" PVC

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6" PVC

AutoCAD SHX Text 1189.48'

AutoCAD SHX Text 1189.51'

AutoCAD SHX Text 1189.77'

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SSMH M TOP=1191.71'

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6" PVC

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6" PVC

AutoCAD SHX Text 1190.12'

AutoCAD SHX Text 1190.14'

AutoCAD SHX Text 1190.16'

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SSMH N TOP=1191.84'

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6" PVC

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6" PVC

AutoCAD SHX Text 1189.64'

AutoCAD SHX Text 1189.65'

AutoCAD SHX Text

SSMH J TOP=1193.53'

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10" PVC

AutoCAD SHX Text 1190.42'

AutoCAD SHX Text

SSMH K TOP=1193.46'

AutoCAD SHX Text 1190.80'

AutoCAD SHX Text 1190.85'

AutoCAD SHX Text

SSMH L TOP=1193.71'

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10" PVC

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10" PVC

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ROOF DRAIN

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ROOF DRAIN

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10" CMP

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PLASTIC GRATE TOP=1192.48' FLOWLINE=1191.46'

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(2) 4" CMP

AutoCAD SHX Text 1191.50'

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ROOF DRAIN

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12" CMP

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3" PVC

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LINE ONLY

AutoCAD SHX Text 1193.32'

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6" CMP

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6" CMP

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12" CMP

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12" CMP

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ROOF DRAIN

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12" CMP

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RUSTED OUT BOTTOM 1187.72'

AutoCAD SHX Text 1187.57'

AutoCAD SHX Text 1187.62'

AutoCAD SHX Text 1188.00'

AutoCAD SHX Text

STORM GRATE TOP=1190.50'

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15" CMP

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30" CMP

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ROOF DRAIN

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12" CMP

AutoCAD SHX Text

AutoCAD SHX Text 1188.28'

AutoCAD SHX Text 1189.03'

AutoCAD SHX Text 1188.42'

AutoCAD SHX Text

STORM GRATE TOP=1190.28'

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STORM GRATE TOP=1190.24' (FILLED WITH DIRT)

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15" CMP

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TH61-TG93

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F1242-TG76

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F1242-TF96

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STEPHEN CIRCLE (50' R/W)

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BRIAN LANE (50' R/W)

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MOUNT CRAWFORD AVENUE (VARIABLE WIDTH R/W)

AutoCAD SHX Text

EXISTING 20' EASEMENT PER D.B. 482, PG. 250

AutoCAD SHX Text

EXISTING 20' EASEMENT PER D.B. 482, PG. 250

AutoCAD SHX Text

EXISTING 20' EASEMENT PER D.B. 482, PG. 250

AutoCAD SHX Text

EXISTING 20' EASEMENT PER D.B. 482, PG. 250

AutoCAD SHX Text

EXISTING 20' DRAINAGE EASEMENT PER D.B. 975, PG. 185

AutoCAD SHX Text 1189.73'

AutoCAD SHX Text 1189.38'

AutoCAD SHX Text 1189.78'

AutoCAD SHX Text 1189.28'

AutoCAD SHX Text 1189.37'

AutoCAD SHX Text 1188.59'

AutoCAD SHX Text 1189.06'

AutoCAD SHX Text 1187.07'

AutoCAD SHX Text 1187.15'

AutoCAD SHX Text 1186.89'

AutoCAD SHX Text 1187.08'

AutoCAD SHX Text

RIP RAP

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30" CPP

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(3) 15" CMP

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30"HX48"W RCP

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PARKSIDE DRIVE (50' R/W) PER D.B. 946, PG. 801

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10" CONC. ENDWALL

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10" CONC. ENDWALL

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EOI

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18"X30" CMP

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30"HX48"W RCP

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ROCK

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GRAVEL FIRE PIT

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CLOTHESLINE

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SHED

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CONC.

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CONC.

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SHED

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SHED

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GARAGE

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GRAVEL

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GRAVEL

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ASPHALT

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GRAVEL

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GRAVEL

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SHED

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CONC.

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SHED

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SHED

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CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

ASPHALT

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ASPHALT

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GRAVEL

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CONC.

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CONC.

AutoCAD SHX Text

CONC.

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GRAVEL

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ASPHALT

AutoCAD SHX…

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 24, 2026.