231927_Bridgewater_Riverwalk.pdf

PDF 12 MB Posted Jul 24, 2026

Attached to: Riverwalk, Phase III
Solicitation number: IFB-123330
Issued by: Rockingham County, Virginia

About this file

Written by GovTribe AI · Jul 28, 2026

This is a project plan set for the Riverwalk, Phase III construction project in Bridgewater, Virginia, prepared by Hurt & Proffitt engineering firm. The project involves extending the Riverwalk eastward from Edgebriar Park to Hatcher Drive, spanning approximately 518 linear feet with a total disturbance area of 0.37 acres. The primary construction components include installation of a 10-foot permeable paver shared-use trail, five-foot sidewalk sections on East Riverside Drive, curb and gutter improvements, drainage infrastructure including a storm drop inlet and underdrain system, crosswalk installations with thermoplastic markings, and associated grading and erosion control measures. The project is designed in accordance with VDOT 2020 Road and Bridge Specifications, AASHTO standards, and Virginia stormwater management guidelines. Construction details specify typical paver trail sections with brick pavers matching existing Bridgewater Riverwalk installations, concrete ADA landings and ramps, and topsoiling with permanent seeding on all disturbed areas.

The project plans indicate construction sequencing through three maintenance of traffic phases to minimize disruption to East Riverside Drive, South Liberty Street, and South Main Street while maintaining two-way vehicular traffic and pedestrian access throughout construction. Key technical requirements include verification of existing utility locations prior to excavation, coordination with utility companies for any necessary relocations or adjustments, and installation of erosion and sediment control measures before commencing land-disturbing activities. The project is VDOT-funded through a Transportation Alternatives grant with project number EN22-176-148 and UPC number 121208. Construction testing and quality assurance are identified as the contractor's responsibility and considered incidental to other work items, with all surveying and stakeout to be performed by the contractor. The plans are marked "Not For Construction" with an effective date of May 15, 2026, indicating this represents a preliminary design document prepared for the bidding process.

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Other files

File	Type	Posted
Bid tab (updated 07242026).pdf	PDF	Jul 24, 2026
UPC 121208 Project Manual (Bid Materials) 06-29-2026.pdf	PDF	Jul 24, 2026
Addendum 1.pdf	PDF	Jul 24, 2026
Addendum 2.pdf	PDF	Jul 24, 2026

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(VSMH C-PCM-04)

SILT FENCE

(VSMH C-SCM-03)

CONSTRUCTION ENTRANCE

(VSMH C-ECM-15)

(VSMH C-SCM-04)

INLET PROTECTION

DIRECTION OF FLOW

OUTLET PROTECTION

GRAVEL ROAD/ PARKING

HORIZONTAL CONTROL

BENCHMARK

PAVEMENT

TREE

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EXISTING

O/H POWER

EARTH DITCH OR SWALE

CONTOUR LINE

PROPERTY LINE

RAILING/ FENCE

WATER METER

FIRE HYDRANT

UTILITY BOX

POWER POLE

GUY WIRE

LIGHT POLE

SIGN

MANHOLE

VALVE

PROPOSED

U/G TELEPHONE

U/G ELECTRIC

O/H TELEPHONE

STORM SEWER

FORCE MAIN

SANITARY SEWER

WATER LINE

GAS LINE

8"FM

EXISTING PROPOSED

PL PL PL PL

PROPOSED TRAIL

SFX X

PT/PC

RIGHT-OF-WAYR/W

R/W

R/W R/W

PS(VSMH C-SSM-10)

PERMANENT SEEDING

EC-2 OR EC-3 DITCH LINING

CONCRETE DITCH

8"SS

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CENTERLINECL CL CLCL

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TOPSOILING

(VSMH C-SCM-04)

CULVERT INLET PROTECTION CIP

(VSMH C-ECM-04)

TEMPORARY DIVERSION DIKE

(VSMH C-SCM-07)

ROCK CHECK DAM CD

CLEAN OUTC.O.

TEMPORARY CONSTRUCTION EASEMENT

PERMANENT PUBLIC ACCESS EASEMENT

PERMANENT PUBLIC DRAINAGE EASEMENT

FLOODWAY

100 YEAR FLOODPLAIN

LIMITS OF DISTURBANCE

LIMITS OF MAINTENANCE LOM LOM

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20231927 38°22'45.80"N 78°58'43.98"W

2026 May 15

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Not For Construction

VDOT PROJECT # EN22-176-148

RIVERWALK, PHASE III

UPC #: 121208

BRIDGEWATER, VIRGINIA

Town Certification:

By signature of a person of responsible charge from the locality, the locality shall certify on the title sheets that the plans are complete, constructible, and biddable and accounted for, and all permits necessary for construction have been obtained.

Signature Date

Title

APPROVED FOR CONSTRUCTION

DISTRICT PLANNING AND INVESTMENT MANAGER

FOR CONSTRUCTION

DISTRICT PROJECT DEVELOPMENT ENGINEER

DATE

RECOMMENDED FOR APPROVAL

DISTRICT ENGINEER/ADMINISTRATOR

TIER 1 PROJECT

TITLE OF POSITIONDATE

NAME OF RESPONSIBLE LOCAL GOVERNMENT OFFICIAL (TYPED)

LOCALLY ADMINISTERED PROJECTS

TITLE OF POSITIONDATE

RECOMMENDED FOR APPROVAL FOR CONSTRUCTION

(SIGNATURE)

FED PROJECT #: TBD

1. TITLE SHEET

2. GENERAL NOTES AND DETAILS

2A. TYPICAL TRAIL SECTION

3. OVERVIEW SHEET

4. EXISTING CONDITIONS

5. DEMOLITION PLANS

6-7. PLAN AND SECTIONS

8. CURB RAMP DETAILS

9. PROFILE

10. GRADING PLAN

11-12. MAINTENANCE OF TRAFFIC PLANS

INDEX OF SHEETS:

PROJECT LOCATION

EX. GREENWAY

15 May 2026

This project is to be constructed in accordance with the following documents and standards:

· Virginia Department of Transportation 2020 Road and Bridge Specifications

· 2016 Road and Bridge Standards

· American Association of State Highway and Transportation Officials (AASHTO)

· Virginia Manual on Uniform Traffic Control Devices, 11th edition,

· A Policy on Geometric Design of Highways and Streets, 2011

· AASHTO Guide for the Planning, Design, and Operation of Pedestrian Facilities, December 2021

· AASHTO Guide for Development of Bicycle Facilities, 2012

· Virginia Work Area Protection Manual, latest edition

· Virginia Stormwater Management Handbook, latest edition,

· Standard Highway Signs Book, latest edition with latest edition of the VDOT Supplement

· The project plans and technical specifications.

LEGEND

AutoCAD SHX Text UPC# FED PROJECT NUMBER VDOT PROJECT NUMBER FED PROJECT NUMBER VDOT PROJECT NUMBER VDOT PROJECT NUMBER 121208 TBD EN22-176-148TBD EN22-176-148EN22-176-148

AutoCAD SHX Text %%uAbbreviations:

AutoCAD SHX Text Bl: Base Line Base Line Bnt: Bent Bent C&P: Chesapeake & Potomac Telephone Chesapeake & Potomac Telephone Cl: Center Line Center Line Cmp: Corrugated Metal Pipe Corrugated Metal Pipe CY: Cubic Yards Cubic Yards D.B.: Deed Book Deed Book Dip: Ductile Iron Pipe Ductile Iron Pipe D.N.D Do Not Disturb Do Not Disturb Fh: Fire Hydrant Fire Hydrant Fnd: Found Found GTD: Grade to Drain Grade to Drain Lp: Light Pole Light Pole MB: Mail Box Mail Box Ngas: Natural Gas Natural Gas O.C.: On Center On Center P.B.: Plat Book Plat Book Pg.: Page Page Pks: PK Traverse Nail Set PK Traverse Nail Set PP: Power Pole Power Pole P.T.: Pressure Treated Pressure Treated Pvc: Polyvinylchoride Pipe Polyvinylchoride Pipe Rcp: Reinforced Concrete Pipe Reinforced Concrete Pipe Ssmh: Sanitary Sewer Manhole Sanitary Sewer Manhole Stmh: Storm Manhole Storm Manhole Stdi: Storm Drop Inlet Storm Drop Inlet Stgr: Storm Grate Storm Grate S.W.: Sidewalk Sidewalk Tns: Traverse Nail Set Traverse Nail Set Trs: Traverse Rod Set Traverse Rod Set Wm: Water Meter Water Meter Wv: Water ValveWater Valve

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CAMPBELL

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ROCKINGHAM

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BATH

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WISE

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SCOTT

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LEE

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PULASKI

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GILES

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CARROLL

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DICKENSON

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RUSSELL

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WASHINGTON

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GRAYSON

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HENRY

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PATRICK

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CRAIG

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ALLEGHANY

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BEDFORD

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ROCKBRIDGE

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AMHERST

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HIGHLAND

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AUGUSTA

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SOUTHAMPTON

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SUSSEX

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KING WILLIAM

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CAROLINE

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GEORGE

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PRINCE

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DINWIDDIE

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LUNENBURG

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CHARLOTTE

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HALIFAX

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MECKLENBURG

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GREENSVILLE

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BRUNSWICK

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NOTTOWAY

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CUMBERLAND

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BUCKINGHAM

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APPOMATTOX

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EDWARD

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PRINCE

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ALBEMARLE

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NELSON

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FLUVANNA

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HENRICO

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CHESTERFIELD

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POWHATAN

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AMELIA

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HANOVER

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GOOCHLAND

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LOUISA

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CHESAPEAKE

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SUFFOLK

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WIGHT

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ISLE

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BEACH

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VIRGINIA

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MATEWS

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LANCASTER

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NORTHUMBERLAND

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CITY

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JAMES

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SURRY

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NEW KENT

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CHARLES

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CITY

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GLOUCESTER

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YORK

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KING AND QUEEN

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RICHMOND

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MIDDLESEX

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NORTHAMPTON

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ACCOMACK

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GEORGE

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KING

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FAIRFAX

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ORANGE

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RAPPHAHANNOCK

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GREENE

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MADISON

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SHENANDOAH

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PAGE

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WARREN

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SPOTSYLVANIA

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CULPEPER

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STAFFORD

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FAUQUIER

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WILLIAM

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PRINCE

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CLARKE

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FREDERICK

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LOUDOUN

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WESTMORELAND

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ESSEX

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WASHINGTON, D.C.

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ARLINGTON

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PROJECT AREA

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LOCATION MAP

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JEREMY MICHAEL

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JOHNSON

TYPICAL CONCRETE ADA LANDING AND RAMP

Not To Scale

INSTALL CAST IN PLACE TRUNCATED

DOMES PER VDOT CG-12 DETAIL

6" VDOT AGGREGATE BASE MATL NO. 21B (COMPACTED)

6" VDOT STD A3, 3000 PSI

CONCRETE WITH W2.9X2.9 WWFM

PLACED 2" FROM BOTTOM

EXIST. PAVEMENT

(SECTION VARIES)

3' 0.5'0.5'

SEE PAVEMENT PATCH DETAIL

NOTES:

1. WHERE EXIST. EDGE OF ASPHALT DOES NOT

PROVIDE A SMOOTH, UNIFORM EDGE, CUT

EXIST. ASPHALT TO BASE STONE, 1' MIN. FROM

THE EDGE OF PROPOSED IMPROVEMENTS AND

INSTALL PAVEMENT PATCH. CUT SHALL BE

PARALLEL TO EXIST. EDGE OF LANE.

5' ADA LANDING

4" VDOT STD A3, 3000 PSI CONCRETE

6' MIN. ADA RAMP

6" VDOT AGGREGATE BASE MATL

NO. 21B (COMPACTED)

TYPICAL BRICK PAVER TRAIL

(SEE SHEET 2A)

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20231927 38°22'45.80"N 78°58'43.98"W

2026 May 15

TWH

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Not For Construction

1. The grade line denotes top of finished grade unless shown otherwise on typical sections or plans.

2. G-6: All regular excavation, borrow excavation and embankment material used to construct embankments for this project shall meet a minimum CBR value of 5 (determined per VTM-8), shall not include soils with Liquid Limits greater than 40 (determined per AASHTO T 89) and Plasticity Indices greater than 20 (determined per AASHTO T 90) unless stabilized with lime (per VTM-11) or cement (per VTM-72), shall be in accordance with Section 303.04(h) of the 2020 Road and Bridge Specifications or as approved by the District Materials Engineer. No. 10 screenings may be used as borrow material or embankment in accordance with the Special Provision for Use of Number 10 Screenings.

Shale, siltstone, claystone and other potentially nondurable rock materials shall meet the requirements of the Special Provision for Shale Fill

3. The cost of removal of all existing items located in the area to be graded/disturbed shall be included in the Unit Price for other Items of Work unless a specific Bid Item is included in the Bid Form.

4. All existing underground utility locations as shown on these plans are approximate and do not represent all underground utilities or service lines. Prior to excavation, the contractor shall contact the pertinent utility companies and/or utility locating services to have all underground utilities located and marked. VDOT does not respond to Miss Utility tickets. Contractor shall call VDOT Utilities at 800-FOR-ROAD (800-367-7623) to request a location of any VDOT lines.

5. All water meters, water valves, manholes, cleanouts, gate valves, etc. affected by grading and overlay procedures shall be adjusted to match finished grade. Items called out as "ADJUST" in the plans shall be paid for at the Unit Price for that Item of Work. All other items shall be consider incidental to other items of work. Curb inlets shall be installed to match linear grade of existing or proposed back of curb.

6. Items disturbed or damaged during construction that are not specifically noted to be replaced shall be restored to pre-construction conditions at the contractor's expense. All property corners and R/W monuments that are disturbed shall be reset by Contractors surveyor. All signs removed during construction are to be replaced as shown on plans and in accordance with VDOT and VMUTCD Standards.

7. Smooth surface transitions are required from proposed overlay to existing asphalt and shoulders. 2" Milling will be required at transitions per VDOT Std. WP-2. Minor fill (earth or stone) and seeding will be required to tie to existing shoulders.

8. All sidewalk cross slopes shall not exceed 2%.

9. Storm sewer grades and lengths shown are based on horizontal distance between center line of structures.

10. Contractor shall maintain vehicular and pedestrian access to all homes and businesses during construction.

11. The contractor shall continuously keep up to date with property restoration, seeding, and compaction testing. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant (undisturbed) for longer than 30 days.

12. Contractor shall be responsible for safety on the site. Contractor shall install any barricades, temporary fencing, flashers, lighting or any other means necessary to protect unauthorized personnel from hazardous areas.

13. The Contractor shall be responsible for Maintenance of Traffic and Traffic Control in accordance with the latest editions of the Manual of Uniform Traffic Control Devices and the Virginia Work Area Protection Manual and these plans.

14. Two-way street traffic shall be maintained at all times. If One-way traffic is required, flagging shall be provided by the contractor. If a street closing is required, it shall be approved by the Owner.

15. All streets shall be opened to two-way traffic at the end of each working day, unless an alternative detour is available. Detours must be approved by the Owner.

16. Proposed spot elevations on curbing reference the back/top of curb elevation. Unless otherwise noted.

17. Curb radii are measured to the face of curb. Curb inlets shall be installed at grade of curb.

18. All pipe road crossings shall be open cut unless otherwise shown on plans.

19. Storm structures shall be modified as necessary to accommodate inverts of existing and proposed storm lines.

20. Contractor shall be responsible for providing positive drainage to existing and proposed storm systems during all phases of the project.

Contractor shall provide positive drainage in all aspects of the project. All areas of ponding shall be adjusted by the contractor at no additional cost to the Owner

21. Contractor shall relocate or adjust existing utilities and appurtenances or coordinate their relocation as necessary to accommodate the proposed construction. Some utilities to be relocated or adjusted may not be shown on the plans.

22. If, during construction, the stormwater invert elevations, existing pipe sizes or pipe types shown on the plans are found to differ significantly from the elevations and pipe sizes/types encountered in the field the Contractor will confer with the Engineer before installing the proposed stormwater facilities.

23. All storm water pipe on this project shall be Class III RCP or HDPE (types) unless otherwise noted.

24. When 6" curb & gutter is specified on a radius (such as at an intersection), the Owner may approve a decrease in the cross slope of the gutter to facilitate proper drainage. Radial curb/curb & gutter is considered the same item as standard curb/curb & gutter.

25. All proposed stormwater structures shall have inlet shaping in accordance with VDOT STD. IS-1.

26. All excess excavated material will be disposed of legally off site and at contractor's expense. Contractor to obtain site, and E&S permit. All excavation is unclassified and no additional payment will be made for rock or unsuitable material encountered.

27. The contractor shall verify all existing and proposed inverts prior to beginning construction.

28. All pavement removed during construction shall be replaced in accordance with the standard details on this sheet.

29. No paved areas are to be disturbed during construction unless called for in the plans. Any damage to pavement outside planned work areas as shown on plans to be repaired at contractor's expense

30. Construction stakeout and surveying for all construction on this project shall be performed by the contractor.

31. The contractor shall restore all pavement, sidewalks, curbing, gutter, fences, poles, signs, retaining walls, culverts, utilities or other such property, landscaping and surface structures removed or disturbed as a part of the work to a condition equal to that before the work began.

32. Permits, fees and licenses shall be secured and paid for by the contractor, including disposal charges as required.

33. Property lines and right of way lines shown on the plans are from tax map records, deed information, and property corners surveyed by Hurt &

Proffitt, Inc.

34. Contractor shall comply with S59.1-406, ET Seq. of the Code of Virginia (Overhead High Voltage Lines Safety Act).

35. Contractor shall maintain emergency, service, and delivery vehicle access to the surrounding area.

36. Any discrepancies found between the drawings and site conditions or any inconsistencies of ambiguities in the drawings shall be immediately reported to the Engineer.

37. Contractor shall comply with the most recent OSHA standards.

38. Contractor shall install erosion and sediment control measures prior to commencing land disturbing activities.

39. Pavement, sidewalks, and curbs to be removed shall be sawcut to provide a clean, straight edge. Sidewalks and curbs shall be saw cut at the nearest joint and replaced at the Contractor's expense. Pavement and sidewalks disturbed by utility connections and other work shall be replaced as soon as the work causing the disturbance is complete.

40. Disturbed areas not to be paved shall be topsoiled, seeded, and mulched according to the VESCH standards.

41. Testing shall be the responsibility of the Contractor, shall be performed by an approved independent testing laboratory qualified to perform such tests, and shall be considered incidental to other Items of Work.

42. Blasting and burning will not be allowed.

GENERAL NOTES

6' SIDEWALK

WHERE

SHOWN

ON PLANS

6:1 SLOPE

1.5% TYP. SLOPE

6" MIN. FROM

BOTTOM

EDGE OF CURB

VDOT STD. CG-2

G R

4" CLASS A3 CONCRETE

4" AGGREGATE BASE MATERIAL TYPE 1 NO. 21-B (COMPACTED)

TYPICAL SIDEWALK SECTION - EAST RIVERSIDE DR

NOT TO SCALE

CONTRACTOR SHALL PROVIDE 4" OF CLASS B TOPSOIL ON ALL DISTURBED AREAS

PRIOR TO PERMANENT SEEDING

PROPOSED 4' PAVEMENT PATCH (TYP.)

(AS SHOWN ON PLANS)

PROPOSED SUBBASE

PROPOSED ASPHALT LAYERS

(MATCH EXISTING CROSS SLOPE)

EXISTING PAVEMENT STRUCTURE

TACK COAT THE PROPOSED CONSTRUCTION JOINT.

TACK COAT CG-2 EDGES WITH VDOT APPROVED PRIMER

PRIOR TO INSTALLING PAVEMENT PATCH.

EXISTING PAVEMENT

(SLOPE VARIES)

ASPH. CONC. TYPE SM-9.5A AT 165 LBS/SY (COMPACTED)

4" ASPH. CONC. TYPE BM-25.0A (COMPACTED)

8" AGGREGATE BASE MATERIAL TYPE 1 NO 21B

MINIMUM PAVEMENT PATCH SECTION

CONTRACTOR SHALL MATCH EX. PAVEMENT STRUCTURE

WHEREVER EX. PAVEMENT IS GREATER THAN MINIMUMS

3 6" AGGREGATE BASE MATERIAL TYPE 1 NO. 21-B (COMPACTED)

TYPICAL CROSSWALK DETAIL

Not To Scale

NOTES:

1. ALL PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA)

2. ALL CROSSWALKS SHALL INCLUDE 20' WIDE MILL AND OVERLAY (2" DEPTH). THIS

OVERLAY SHALL INCLUDE PROPOSED STOP BARS AND CROSSWALK MARKINGS

CROSSWALK DETAIL

6" CURB

6" CURB & GUTTER

EDGE OF PAVEMENT

24" WIDE WHITE MMA PAINT.

(AS SHOWN ON PLANS)

6' (TYP.)

NOTES:

1. ALL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES (VMUTCD), THE STANDARD HIGHWAY SIGNS BOOK, LATEST ED.,

AND 2016 VDOT ROAD AND BRIDGE STANDARDS.

2. SIGNS SHALL BE MANUFACTURED TO PROVIDE A SMOOTH, SINGLE UNIT SURFACE.

3. SIGN PLACEMENT SHALL CONFORM TO SECTION 2 OF THE MUTCD

- DISTANCE FROM EDGE OF TRAIL TO EDGE OF SIGN 2' MIN.

- DISTANCE FROM TRAIL SURFACE TO OVERHEAD SIGN 10' MIN.

- HEIGHT OF SIGH 4' MIN. FROM TRAIL SURFACE TO BOTTOM OF SIGN.

4. W11-2, W16-7p, AND W16-9p SHALL HAVE A FLUORESCENT YELLOW GREEN

BACKGROUND.

5. POST MATERIAL, TREATMENTS, AND INSTALLATION SHALL BE PER VDOT

SPECIFICATIONS.

6. ALL EX. SIGNS WHICH ARE IN CONFLICT W/ THE WORK SHALL BE REMOVED AND

REINSTALLED IN THE SAME CONDITION UNLESS OTHERWISE NOTED IN THE PLANS

7. ALL PAVEMENT MARKINGS SHALL BE METHYL METHACRYLATE (MMA) PAINT WITH

REFLECTIVE BEADS AND SHALL MEET THE COLOR AND RETROREFLECTIVE

PROPERTIES OF ASTM D6628-23

6' (TYP)

VMUTCD SHARED LANE MARKING

FIGURE 9C-9

40" X 112"

CENTER OF LANE

15 May 2026

VEHICLES

R5-3 24" X 24"

W16-7pL 24" X 12"

W11-2 30" X 30"

R1-1 18" X 18"

1' MILL AND OVERLAY

PER VDOT WP-2

165 LBS/SY

INSTALL 5% MAX. RAMP TO ROAD ELEVATION

PROPOSED DRIVEWAY TIE IN

INSTALL 5% MAX. RAMP TO ROAD ELEVATION

5' RADIUS AT ROAD

GRADE (TYP)

5' RADIUS AT ROAD

GRADE (TYP)

1.5%

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JEREMY MICHAEL

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AutoCAD SHX Text 0402050112

AutoCAD SHX Text Lic.

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20231927 38°22'45.80"N 78°58'43.98"W

2026 May 15

TWH

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Not For Construction

10' (TYP.) 3' MIN. CLEAR ZONE2' SHOULDER

2:1 (MAX.)

CAST IN PLACE

4" WIDE CURB

VDOT STD A3 CONC

CAST IN PLACE

4" WIDE CURB

VDOT STD A3 CONC

4" TOOLED RADIUS EDGE 1

4" TOOLED RADIUS EDGE

PROFILE GRADE LINE

EX. GRADE

TIE TO EX. GRADE

PAVERS W/ TYPE #8 AGG. IN JOINTS

PATTERN TO MATCH EX. RIVERWALK TRAIL

(PAVERS TO MATCH EXISTING BRIDGEWATER RIVERWALKS

ASPHALT NEOPRENE MODIFIED PRIME COAT

1.5" No. 8 STONE BEDDING COURSE

4" #21B STONE

(COMPACTED)

6" 21B STONE

(COMPACTED)

1.5%

2:1 (MAX.)

COMPACTED SUBGRADE

(95% MAX. DENSITY, VTM-1)

GRASS

TYPICAL PAVER TRAIL SECTION

NOT TO SCALE

STATIONS WITHOUT STATIONS WITHOUT STATIONS WITH ADDITIONAL 2' AGGREGATE BASE

ADDITIONAL UNDERCUT & DITCH ADDITIONAL UNDERCUT AND GEOTEXTILE FABRIC (AS NEEDED):

STA. 0+00 TO STA. 1+29 STA. 20+00 TO STA. 21+00 STA. 21+00 TO STA. 24+00

STA. 24+00 TO STA. 24+24 (END)

NOTES:

1. PAVERS SHALL MATCH EXISTING RIVERWALK TRAIL.

2. 4" OF COMPACTED TOPSOIL IS TO BE PROVIDED ON ALL DISTURBED AREAS, EXPOSED SLOPES, AND TRAIL SHOULDERS.

3. PERMANENT SEEDING IS TO BE PROVIDED FOR ALL DISTURBED AREAS.

4. SHOULDER WIDTH IN FILL SHALL BE A MINIMUM OF 3' UNLESS OTHERWISE SHOWN IN THE CROSS SECTIONS. WHERE

FENCING/RAILING IS SPECIFIED ON THE PLANS, PROVIDE 3' OF CLEARANCE FROM THE RAILING TO THE EDGE OF TRAIL WHERE SHOULDERS ALLOW. AT A MINIMUM, 1' CLEARANCE SHALL BE PROVIDED AT ALL RAILING LOCATIONS.

5. 3' OF HORIZONTAL CLEARANCE SHALL BE PROVIDED FROM THE EDGE OF TRAIL TO ANY LATERAL OBSTRUCTION SUCH AS TREES, ROCKS, POSTS, GUARDRAILS, WALLS, BENCHES, ETC.

6. TRAIL CROSS SLOPES SHALL NOT EXCEED 2% PER ADA REQUIREMENTS.

7. LONGITUDINAL SLOPES ALONG PROPOSED TRAIL AND AT TRAIL ACCESS POINTS SHALL NOT EXCEED 5%.

8. IF NO DITCH IS SHOWN ON PLANS, MIRROR THE TYPICAL SLOPES SHOWN ON THE RIGHT SIDE TO THE LEFT

6:1 MAX

6" 6"

15 May 2026

INSTALL SUBGRADE SERRATION

GEOTEXTILE BETWEEN

LAYERS OF STONE.

6:1 SLOPE

DITCH DETAIL

6:1 SLOPE

6:1 MAX

AutoCAD SHX Text UNDERCUT AND REMOVE UNSUITABLE SOILS AS NEEDED. REPLACE WITH 2' VDOT STD. #1 STONE. INSTALL SUBGRADE STABILIZATION GEOTEXTILE PINNED TO SIDES AND FULLY WRAPPED

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JEREMY MICHAEL

AutoCAD SHX Text No.

AutoCAD SHX Text 0402050112

AutoCAD SHX Text Lic.

AutoCAD SHX Text

JOHNSON

AutoCAD SHX Text 6'

0.5'

P L

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R/W

R/ W

P L P L

P L

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R/W R/W R/W R/ W

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R/W

R/ W

R/W

R/W R/W

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VIEW A

VIEW B

E RIVERSIDE DR

S M

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C H

PROPOSED LIMITS

OF DISTURBANCE

0.37 AC

PROPOSED LIMITS

OF DISTURBANCE

0.37 ACPROPOSED LIMITS

OF DISTURBANCE

0.37 AC

Line Table: Alignments

Line #

L20

L21

L22

L23

L24

L25

L26

Length

5.954

55.812

73.214

36.837

23.481

87.151

40.338

Direction

S16° 13' 19.84"W

S63° 22' 45.19"E

S70° 27' 32.04"E

S52° 07' 32.70"E

S75° 19' 44.64"E

S47° 10' 13.72"E

N49° 54' 31.62"E

Start Point

(11346155.0136,6821503.2030)

(11346173.8343,6821450.5516)

(11346235.0895,6821420.7023)

(11346332.0310,6821380.9094)

(11346379.1418,6821349.3922)

(11346423.1851,6821331.7444)

(11346533.4336,6821271.3901)

End Point

(11346153.3502,6821497.4858)

(11346223.7295,6821425.5433)

(11346304.0862,6821396.2136)

(11346361.1087,6821358.2940)

(11346401.8575,6821343.4452)

(11346487.0997,6821272.4975)

(11346564.2933,6821297.3683)

Curve Table: Alignments

Curve #

C20

C21

C22

C23

C24

C25

Radius

40.000

100.000

50.000

35.000

Length

55.572

12.356

31.997

20.249

24.573

50.653

Chord Direction

S23° 34' 42.67"E

S66° 55' 08.61"E

S61° 17' 32.37"E

S63° 43' 38.67"E

S61° 14' 59.18"E

S88° 37' 51.05"E

Start Point

(11346153.3502,6821497.4858)

(11346223.7295,6821425.5433)

(11346304.0862,6821396.2136)

(11346361.1087,6821358.2940)

(11346401.8575,6821343.4452)

(11346487.0997,6821272.4975)

End Point

(11346173.8343,6821450.5516)

(11346235.0895,6821420.7023)

(11346332.0310,6821380.9094)

(11346379.1418,6821349.3922)

(11346423.1851,6821331.7444)

(11346533.4336,6821271.3901)

Line Table: Alignments

Line #

L10

L11

L12

L13

Length

11.696

34.726

21.697

16.212

Direction

N23° 52' 24.67"E

N35° 13' 04.77"E

N18° 41' 02.23"W

N27° 49' 52.61"E

Start Point

(11345639.2703,6821585.7870)

(11345648.8778,6821605.0809)

(11345671.5104,6821651.3912)

(11345665.8193,6821687.6892)

End Point

(11345644.0039,6821596.4824)

(11345668.9037,6821633.4505)

(11345664.5598,6821671.9448)

(11345673.3880,6821702.0255)

Curve Table: Alignments

Curve #

C10

C11

C12

Radius

50.000

20.000

Length

9.900

18.815

16.237

Chord Direction

N29° 32' 44.72"E

N8° 16' 01.27"E

N4° 34' 25.19"E

Start Point

(11345644.0039,6821596.4824)

(11345668.9037,6821633.4505)

(11345664.5598,6821671.9448)

End Point

(11345648.8778,6821605.0809)

(11345671.5104,6821651.3912)

(11345665.8193,6821687.6892)

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20231927 38°22'45.80"N 78°58'43.98"W

2026 May 15

TWH

JMJ

Not For Construction

15 May 2026

CONNECTION TO EX. TRAIL

RIVERWALK PAVER TRAIL EXT.

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BIKE RACK

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15" ORNAMENTAL

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18" SPRUCE

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STONE RET. WALL

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BC9

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BC9F1242 MD20 BC8

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F1242 NC48

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CONC. WALK RAMP

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MULCH PLANTER

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MULCH PLANTER

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PLANTER

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CONC. WALK

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18" SPRUCE

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18" SPRUCE

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12" SPRUCE

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10" SPRUCE

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15" SPRUCE

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ASPHALT PARKING LOT

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ASPHALT

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GROUND LIGHT

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GROUND LIGHT

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CONC. WALK

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SHRUBS

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MULCH PLANTER

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SHRUBS

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SHRUBS

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EAST RIVERSIDE DRIVE

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EAST RIVERSIDE DRIVE

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EAST RIVERSIDE DRIVE

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EAST RIVERSIDE DRIVE

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EAST RIVERSIDE DRIVE

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ASPHALT

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ASPHALT

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ASPHALT

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CONC. C&G

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CONC. C&G

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NORTH RIVER

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NORTH RIVER

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32" TREE

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IRF

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NORTH RIVER

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NORTH RIVER

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NORTH RIVER

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NORTH RIVER

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CONCRETE BUMPER BLOCK (TYP)

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ASPHALT

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ASPHALT

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ASPHALT

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48"RCP

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48"RCP

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48"RCP LINE ONLY PER UTILITY MARKINGS

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BC9F1242 MD20 BC8

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DOMINION F1242 NC09

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IRF

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VEPCO ND10

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IRF

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IRF IN CONCRETE

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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

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18" MAPLE

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PLANTER

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6" QUAD TREE

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IPF

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WOOD POST

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SHRUBS

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PLANTER

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CONC. WALK

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CONC. WALK

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CONCRETE

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CONC. WALK

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CONC. C&G

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ASPHALT

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GRAVEL

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ARCHWAY ENTRANCE DECORATION

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POST

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IRF

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IRF

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IPF

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GRAVEL

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GRAVEL

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GRAVEL

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PLANTER

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8" PEAR

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10" BEAN

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NC29

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48" MAPLE

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CONCRETE

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48"RCP

AutoCAD SHX Text 1157.94

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48"RCP

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48"RCP LINE ONLY PER UTILITY MARKINGS

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18" CPP

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15" CPP

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LINE ONLY

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15" CPP

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18" CPP

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LINE ONLY

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18" CPP

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S LIBERTY STREET

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IPF

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CONC. WALK

AutoCAD SHX Text 1157.99

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CONC. C&G

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CONC. C&G

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CONC. WALK

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CONC. WALK

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MON.

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ASPHALT

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ASPHALT PARKING

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18" CPP

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4" PVC

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8" PVC

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12" DIP

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12" DIP

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12" DIP

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8" DIP

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8" DIP

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15" DIP

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15" DIP

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GROUND LIGHT

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IRF

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CONC MARKER FOUND

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IPF

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IPF

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IPF

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IRS

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IRF

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AutoCAD SHX Text RR Spike Set in CL Road

AutoCAD SHX Text RR Spike Set

AutoCAD SHX Text Point in Water

AutoCAD SHX Text Iron Pin Set

AutoCAD SHX Text Iron Pin

AutoCAD SHX Text Point in Waters

AutoCAD SHX Text Iron Pin Set at 42.00'

AutoCAD SHX Text

CONC. WALK

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CONC. C&G

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HC RAMP

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MULCH PLANTER

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GRASS

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GRASS

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GRASS

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WOODED

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WOODED

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WOODED

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WOODED

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WOODED

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WOODED

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ASPHALT PARKING LOT

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BM 'B' CHISELED SQUARE ELEV.=1170.56'

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BM 'A' CHISELED SQUARE ELEV.=1170.01'

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N/F TAX MAP # 122A3-A-165 RIVERSIDE ENTERPRISE LLC D.B. 5013 PG. 497

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AutoCAD SHX Text

TAX MAP # 122A3-A-171

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WARR DONNA

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D.B. 4902, PG. 578

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N/F TAX MAP # 122A3-A-176 HALBEISEN JEFFREY C & JEAN A D.B. 1107, PG. 364

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N/F TAX MAP # 122A3-A-177 HABU DEVELOPMENT LLC D.B. 5324 PG. 651

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N/F TAX MAP # 122A3-A-182 RYAN VIGAR & HEATHER VIGAR D.B. 5490 PG. 177

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N/F TAX MAP # 122A3-A-182B CLOUSE CHARLES C D.B. 4265, PG. 399

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N/F TAX MAP # 122A3-A-182A CLOUSE CHARLES LEE D.B. 1533 PG. 181

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N/F TAX MAP # 122A3-A-181 FALLETTA CLAUDIA M D.B. 2065, PG. 703

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N/F TAX MAP # 122A3-A-147 MILLER NATHAN H & MILLER KIMBERLY H D.B. 5710 PG. 588

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N/F TAX MAP # 122A4-A-102 BRIDGEWATER COLLEGE

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N/F TAX MAP # 122A3-A-180 MILLER NATHAN H & MILLER KIMBERLY H D.B. 5710 PG. 588

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N/F TAX MAP # 122A3-A-178 GRAVES INVESTMENT REALTY TRUST D.B. 5180 PG. 494

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N/F TAX MAP # 122A3-A-170 GENTRY TERRY L D.B. 2398, PG. 377

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N/F TAX MAP # 122A3-A-169 EDWARD GRAVES LIFE ESTATE D.B. 5180 PG. 494

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N/F TAX MAP # 122A3-A-168 GALLIMORE JAY P & TAMMY M D.B. 4208, PG. 596

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-166 TOWN OF BRIDGEWATER

AutoCAD SHX Text A

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SSMH TOP=1168.84' INV. OUT=1162.17' INV. IN=1162.36' INV. IN=1163.10

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SSMH TOP=1168.53' INV. OUT=1161.72' INV. IN=1161.74' INV. IN=1164.38

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SSMH TOP=1169.67' INV. OUT=1160.74' INV. IN=1160.77'

AutoCAD SHX Text D

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SSMH TOP=1167.78' INV. IN=1158.98'

AutoCAD SHX Text E

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SSMH PAVED OVER TOP=1171.84'

AutoCAD SHX Text

SSMH TOP=1171.30' INV. OUT=1165.10'

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DROP INLET W/STMH TOP=1170.50' INV. OUT=1167.57'

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DROP INLET W/STMH TOP=1168.69' INV. OUT=1165.81'

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STORM GRATE TOP=1170.97' INV. OUT=1164.85' INV. IN=1166.02'

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STORM GRATE TOP=1171.24' INV. OUT=1166.38' INV. IN=1166.44'

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STORM GRATE TOP=1169.98' INV. OUT=1166.85'

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STORM INFORMATION **INVERTS LISTED CLOCKWISE FROM INVERT OUT**

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SANITARY SEWER INFORMATION **INVERTS LISTED CLOCKWISE FROM INVERT OUT**

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SCALE IN

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FEET

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JEREMY MICHAEL

AutoCAD SHX Text No.

AutoCAD SHX Text 0402050112

AutoCAD SHX Text Lic.

AutoCAD SHX Text

JOHNSON

AutoCAD SHX Text

PROPOSED 10' PAVER TRAIL

AutoCAD SHX Text

BEGIN RIVERWALK PHASE III TIE TO EXISTING SIDEWALK

AutoCAD SHX Text

END RIVERWALK PHASE III (STA. 25+18)

AutoCAD SHX Text

HISTORIC MILL SITE DHR# 44RM0503

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BEGIN RIVERWALK 10' PAVED TRAIL (STA. 20+00)20+00)

PROPOSED 10' PAVER TRAIL

P L

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R/W

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VIEW A

PROPOSED LIMITS

OF DISTURBANCE

0.37 AC

PERMANENT PUBLIC

ACCESS EASEMENT.

1' BEHIND PROPOSED

SIDEWALK.

PROPOSED LIMITS

OF DISTURBANCE

0.37 AC

P L

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P L P L

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TEMPORARY CONSTRUCTION EASEMENT.

5' BEHIND PERMANENT ACCESS EASEMENT.

PERMANENT PUBLIC ACCESS EASEMENT.

1' BEHIND PROPOSED SIDEWALK.

PROPOSED LIMITS

OF DISTURBANCE

0.37 AC

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20231927 38°22'45.80"N 78°58'43.98"W

2026 May 15

TWH

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Not For Construction

15 May 2026

HISTORIC MILL SITE

ROW DATA

TAX MAP # PERM. EASE. TEMP. EASE.

71 SF --

322 SF 315 SF

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text wm

AutoCAD SHX Text

BIKE RACK

AutoCAD SHX Text

15" ORNAMENTAL

AutoCAD SHX Text

18" SPRUCE

AutoCAD SHX Text

STONE RET. WALL

AutoCAD SHX Text

BC9F1242 MD20 BC8

AutoCAD SHX Text

CONC. WALK RAMP

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MULCH PLANTER

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MULCH PLANTER

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PLANTER

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CONC. WALK

AutoCAD SHX Text

18" SPRUCE

AutoCAD SHX Text

18" SPRUCE

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12" SPRUCE

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10" SPRUCE

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15" SPRUCE

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

GROUND LIGHT

AutoCAD SHX Text

GROUND LIGHT

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

SHRUBS

AutoCAD SHX Text

MULCH PLANTER

AutoCAD SHX Text

SHRUBS

AutoCAD SHX Text

SHRUBS

AutoCAD SHX Text

EAST RIVERSIDE DRIVE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONC. C&G

AutoCAD SHX Text

CONC. C&G

AutoCAD SHX Text

BC9F1242 MD20 BC8

AutoCAD SHX Text

IRF

AutoCAD SHX Text

18" MAPLE

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. C&G

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text

15" CPP

AutoCAD SHX Text

LINE ONLY

AutoCAD SHX Text

15" CPP

AutoCAD SHX Text L.O.

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text

LINE ONLY

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text

S LIBERTY STREET

AutoCAD SHX Text

CONC. C&G

AutoCAD SHX Text

CONC. C&G

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

15" DIP

AutoCAD SHX Text

GROUND LIGHT

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-166 TOWN OF BRIDGEWATER

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-165 RIVERSIDE ENTERPRISE LLC D.B. 5013 PG. 497

AutoCAD SHX Text

IRF

AutoCAD SHX Text

CONC MARKER FOUND

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-168 GALLIMORE JAY P & TAMMY M D.B. 4208, PG. 596

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. C&G

AutoCAD SHX Text

HC RAMP

AutoCAD SHX Text

PROPERTY LINE PER ROCKINGHAM COUNTY GIS

AutoCAD SHX Text

PROPERTY LINE PER ROCKINGHAM COUNTY GIS

AutoCAD SHX Text

PROPERTY LINE PER ROCKINGHAM COUNTY GIS

AutoCAD SHX Text

MULCH PLANTER

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

PROPERTY LINE PER ROCKINGHAM COUNTY GIS

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text

BM 'B' CHISELED SQUARE ELEV.=1170.56'

AutoCAD SHX Text [3]

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-165 RIVERSIDE ENTERPRISE LLC D.B. 5013 PG. 497

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text wm

AutoCAD SHX Text

F1242 NC48

AutoCAD SHX Text

EAST RIVERSIDE DRIVE

AutoCAD SHX Text

EAST RIVERSIDE DRIVE

AutoCAD SHX Text

EAST RIVERSIDE DRIVE

AutoCAD SHX Text

NORTH RIVER

AutoCAD SHX Text

NORTH RIVER

AutoCAD SHX Text

32" TREE

AutoCAD SHX Text

IRF

AutoCAD SHX Text

NORTH RIVER

AutoCAD SHX Text

NORTH RIVER

AutoCAD SHX Text

NORTH RIVER

AutoCAD SHX Text

NORTH RIVER

AutoCAD SHX Text

CONCRETE BUMPER BLOCK (TYP)

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

48"RCP

AutoCAD SHX Text

48"RCP

AutoCAD SHX Text

48"RCP LINE ONLY PER UTILITY MARKINGS

AutoCAD SHX Text

DOMINION F1242 NC09

AutoCAD SHX Text

IRF

AutoCAD SHX Text

VEPCO ND10

AutoCAD SHX Text

IRF

AutoCAD SHX Text

IRF

AutoCAD SHX Text

6" QUAD TREE

AutoCAD SHX Text

IPF

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

NC29

AutoCAD SHX Text

48" MAPLE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

48"RCP

AutoCAD SHX Text 1157.94

AutoCAD SHX Text

48"RCP

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

IPF

AutoCAD SHX Text 1157.99

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT PARKING

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text L.O.

AutoCAD SHX Text

12" DIP

AutoCAD SHX Text

12" DIP

AutoCAD SHX Text

12" DIP

AutoCAD SHX Text

8" DIP

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-147 MILLER NATHAN H & MILLER KIMBERLY H D.B. 5710 PG. 588

AutoCAD SHX Text

N/F TAX MAP # 122A4-A-102 BRIDGEWATER COLLEGE

AutoCAD SHX Text

IPF

AutoCAD SHX Text

IPF

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-182B CLOUSE CHARLES C D.B. 4265, PG. 399

AutoCAD SHX Text

IRF

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-181 FALLETTA CLAUDIA M D.B. 2065, PG. 703

AutoCAD SHX Text RR Spike Set in CL Road

AutoCAD SHX Text RR Spike Set

AutoCAD SHX Text Point in Water

AutoCAD SHX Text Iron Pin Set

AutoCAD SHX Text Point in Waters

AutoCAD SHX Text Iron Pin Set at 42.00'

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-180 MILLER NATHAN H & MILLER KIMBERLY H D.B. 5710 PG. 588

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-180 MILLER NATHAN H & MILLER KIMBERLY H D.B. 5710 PG. 588

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-182 RYAN VIGAR & HEATHER VIGAR D.B. 5490 PG. 177

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-182A CLOUSE CHARLES LEE D.B. 1533 PG. 181

AutoCAD SHX Text

WOODED

AutoCAD SHX Text

WOODED

AutoCAD SHX Text

WOODED

AutoCAD SHX Text

WOODED

AutoCAD SHX Text

WOODED

AutoCAD SHX Text

WOODED

AutoCAD SHX Text [2]

AutoCAD SHX Text [1]

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-182 RYAN VIGAR & HEATHER VIGAR D.B. 5490 PG. 177

AutoCAD SHX Text

SCALE IN

AutoCAD SHX Text

FEET

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text V

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

JEREMY MICHAEL

AutoCAD SHX Text No.

AutoCAD SHX Text 0402050112

AutoCAD SHX Text Lic.

AutoCAD SHX Text

JOHNSON

AutoCAD SHX Text 122A3-A-165

122A3-A-182

P L

R/W

R/ W

P L P L

P L

R/W

R/ W

R/W

R/ W

R/W

R/ W

R/W

R/ W

R/W

R/W R/W R/W R/W

R/W

P L

VIEW B

PROPOSED LIMITS

OF DISTURBANCE

0.37 AC

SAWCUT AND

REMOVE ASPHALT

SAWCUT AND

REMOVE ASPHALT

SAWCUT AND

REMOVE ASPHALT

P L P L

P L

WR/

W R/

W R/W

R/W

R/W R/W

VIEW A

PROPOSED LIMITS

OF DISTURBANCE

0.37 AC

PROPOSED LIMITS

OF DISTURBANCE

0.37 AC

EX. UTILITY POLE

(DO NOT DISTURB)

EX. CURB INLET

(DO NOT DISTURB)

RELOCATE EX.

GROUND LIGHT

COORDINATE

ADJUSTMENTS

TO SERVICE LINE

WITH OWNER

REMOVE

EX. SIDEWALK

SAWCUT AND

REMOVE EX.

ASPHALT

REMOVE

EX. SIDEWALK

SAWCUT AND

REMOVE EX.

ASPHALT

T D

E, S

G , V

F R

H U

R T &

SHEET NO.

PROJECT NO.

LAT.

CHECKED BY:

DRAWN BY:

LONG.

DATE:

M ay

- 1

:3 1p m C

:\U se rs \m jo hn so n\ ap pd at a\ lo ca l\t em p\ Ac

Pu bl is h_

_S H

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S U

D D

R O

N M

L G

C H

C O

R U

O N

U R

N P

S R

K, P

III

, V

20231927 38°22'45.80"N 78°58'43.98"W

2026 May 15

TWH

JMJ

Not For Construction

DEMOLITION OF PAVEMENT

(FULL DEPTH)

15 May 2026

DEMOLITION OF CONCRETE

2" SURFACE MILL

(20' AT CROSS WALKS)

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text wm

AutoCAD SHX Text

F1242 NC48

AutoCAD SHX Text

EAST RIVERSIDE DRIVE

AutoCAD SHX Text

EAST RIVERSIDE DRIVE

AutoCAD SHX Text

EAST RIVERSIDE DRIVE

AutoCAD SHX Text

NORTH RIVER

AutoCAD SHX Text

NORTH RIVER

AutoCAD SHX Text

32" TREE

AutoCAD SHX Text

IRF

AutoCAD SHX Text

NORTH RIVER

AutoCAD SHX Text

NORTH RIVER

AutoCAD SHX Text

NORTH RIVER

AutoCAD SHX Text

NORTH RIVER

AutoCAD SHX Text

CONCRETE BUMPER BLOCK (TYP)

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

48"RCP

AutoCAD SHX Text

48"RCP

AutoCAD SHX Text

48"RCP LINE ONLY PER UTILITY MARKINGS

AutoCAD SHX Text

DOMINION F1242 NC09

AutoCAD SHX Text

IRF

AutoCAD SHX Text

VEPCO ND10

AutoCAD SHX Text

IRF

AutoCAD SHX Text

IRF

AutoCAD SHX Text

6" QUAD TREE

AutoCAD SHX Text

IPF

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

NC29

AutoCAD SHX Text

48" MAPLE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

48"RCP

AutoCAD SHX Text 1157.94

AutoCAD SHX Text

48"RCP

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

IPF

AutoCAD SHX Text 1157.99

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT PARKING

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text L.O.

AutoCAD SHX Text

12" DIP

AutoCAD SHX Text

12" DIP

AutoCAD SHX Text

12" DIP

AutoCAD SHX Text

8" DIP

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-147 MILLER NATHAN H & MILLER KIMBERLY H D.B. 5710 PG. 588

AutoCAD SHX Text

N/F TAX MAP # 122A4-A-102 BRIDGEWATER COLLEGE

AutoCAD SHX Text

IPF

AutoCAD SHX Text

IPF

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-182B CLOUSE CHARLES C D.B. 4265, PG. 399

AutoCAD SHX Text

IRF

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-181 FALLETTA CLAUDIA M D.B. 2065, PG. 703

AutoCAD SHX Text RR Spike Set in CL Road

AutoCAD SHX Text RR Spike Set

AutoCAD SHX Text Point in Water

AutoCAD SHX Text Iron Pin Set

AutoCAD SHX Text Point in Waters

AutoCAD SHX Text Iron Pin Set at 42.00'

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-180 MILLER NATHAN H & MILLER KIMBERLY H D.B. 5710 PG. 588

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-180 MILLER NATHAN H & MILLER KIMBERLY H D.B. 5710 PG. 588

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-182 RYAN VIGAR & HEATHER VIGAR D.B. 5490 PG. 177

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-182A CLOUSE CHARLES LEE D.B. 1533 PG. 181

AutoCAD SHX Text

WOODED

AutoCAD SHX Text

WOODED

AutoCAD SHX Text

WOODED

AutoCAD SHX Text

WOODED

AutoCAD SHX Text

WOODED

AutoCAD SHX Text

WOODED

AutoCAD SHX Text [2]

AutoCAD SHX Text [1]

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text wm

AutoCAD SHX Text

BIKE RACK

AutoCAD SHX Text

15" ORNAMENTAL

AutoCAD SHX Text

18" SPRUCE

AutoCAD SHX Text

STONE RET. WALL

AutoCAD SHX Text

BC9F1242 MD20 BC8

AutoCAD SHX Text

CONC. WALK RAMP

AutoCAD SHX Text

MULCH PLANTER

AutoCAD SHX Text

MULCH PLANTER

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

18" SPRUCE

AutoCAD SHX Text

18" SPRUCE

AutoCAD SHX Text

12" SPRUCE

AutoCAD SHX Text

10" SPRUCE

AutoCAD SHX Text

15" SPRUCE

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

GROUND LIGHT

AutoCAD SHX Text

GROUND LIGHT

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

SHRUBS

AutoCAD SHX Text

MULCH PLANTER

AutoCAD SHX Text

SHRUBS

AutoCAD SHX Text

SHRUBS

AutoCAD SHX Text

EAST RIVERSIDE DRIVE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONC. C&G

AutoCAD SHX Text

CONC. C&G

AutoCAD SHX Text

BC9F1242 MD20 BC8

AutoCAD SHX Text

IRF

AutoCAD SHX Text

18" MAPLE

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. C&G

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text

15" CPP

AutoCAD SHX Text

LINE ONLY

AutoCAD SHX Text

15" CPP

AutoCAD SHX Text L.O.

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text

LINE ONLY

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text

S LIBERTY STREET

AutoCAD SHX Text

CONC. C&G

AutoCAD SHX Text

CONC. C&G

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

15" DIP

AutoCAD SHX Text

GROUND LIGHT

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-166 TOWN OF BRIDGEWATER

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-165 RIVERSIDE ENTERPRISE LLC D.B. 5013 PG. 497

AutoCAD SHX Text

IRF

AutoCAD SHX Text

CONC MARKER FOUND

AutoCAD SHX Text

N/F TAX MAP # 122A3-A-168 GALLIMORE JAY P & TAMMY M D.B. 4208, PG. 596

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. C&G

AutoCAD SHX Text

HC RAMP

AutoCAD SHX Text

PROPERTY LINE PER ROCKINGHAM COUNTY GIS

AutoCAD SHX Text

PROPERTY LINE PER ROCKINGHAM COUNTY GIS

AutoCAD SHX Text

PROPERTY LINE PER ROCKINGHAM COUNTY GIS

AutoCAD SHX Text

MULCH PLANTER

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

PROPERTY LINE PER ROCKINGHAM COUNTY GIS

AutoCAD SHX Text

ASPHALT PARKING LOT

AutoCAD SHX Text

BM 'B' CHISELED SQUARE ELEV.=1170.56'

AutoCAD SHX Text [3]

AutoCAD SHX Text

SCALE IN

AutoCAD SHX Text

AutoCAD…

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File details come from the government source that posted it. Updated Jul 28, 2026.