4731A_East Prospect Street 100% Plans.pdf

PDF 4 MB Posted Jun 11, 2026

Attached to: IFB 4-2026 Prospect Street Bridge Replacement
Solicitation number: IFB-122244
Issued by: Stafford County, Virginia

About this file

Written by GovTribe AI · Jun 12, 2026

This document consists of 100% construction plans for the East Prospect Street Bridge Superstructure Replacement project in Front Royal, Virginia, prepared for the Town of Front Royal in support of Invitation for Bid (IFB) 4-2026. The project involves the complete replacement of the superstructure of the East Prospect Street Bridge located within the town limits. A pre-bid conference is scheduled for July 2nd, 2026 at 2:00 PM at the Town of Front Royal Office in Town Hall Chambers (102 E. Main Street, Front Royal, Virginia 22630), with virtual attendance available as an option. While attendance at the pre-bid conference is encouraged, it is not mandatory. A site visit will be conducted immediately following the pre-bid conference to allow potential bidders to inspect the project location and existing conditions.

The construction plans provided in this document serve as the technical specifications and engineering details necessary for bidders to prepare accurate cost estimates and develop construction methodologies for the superstructure replacement work. These comprehensive plans establish the scope of work, design standards, and construction requirements that bidders must address in their proposals. The plans are essential reference documents for all parties interested in submitting bids on this infrastructure improvement project and should be reviewed in conjunction with the formal bid documents and specifications for IFB 4-2026.

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File	Type	Posted
4731A_Project Estimate Summary.pdf	PDF	Jun 11, 2026
4731A_East Prospect Street Specifications_IFB 4-2026.pdf	PDF	Jun 11, 2026

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STATE LINE

COUNTY LINE

CITY,TOWN OR VILLAGE

RIGHT OF WAY LINE

FENCE LINE

UNFENCED PROPERTY LINE

FENCED PROPERTY LINE

WATER LINE

SANITARY SEWER LINE

GAS LINE

ELECTRIC UNDERGROUND CABLE

TRAVELED WAY

GUARD RAIL

RETAINING WALL

RAILROADS

BASE OR SURVEY LINE

LEVEE OR EMBANKMENT

BRIDGES

CULVERTS

DROP INLET

POWER POLES

TELEPHONE OR TELEGRAPH POLES

TELEPHONE OR TELEGRAPH LINES

HEDGE

TREES

HEAVY WOODS

GROUND ELEVATION

GRADE ELEVATION

DATUM LINE

T/Tg

6" W

8" S

4" G

PLAN AND PROFILE OF PROPOSED

STATE HIGHWAY

U000-112-181

STATE

PROJECT

NO.

SECTION

LENGTH INCLUDING

FEDERAL AID

PROJECT NO.

FEET FEETMILES MILES

LENGTH EXCLUDING

TYPE

PROJECT

BRIDGE(S) BRIDGE(S)TYPE

CODE

PPMS

NO.

POPULATION 15,011 (2020 CENSUS)

NOTE: PROJECT LENGTH BASED ON CONSTRUCTION BASELINE

DHV

V (MPH)

FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA

D (%) (design hour)

T (%) (design hour)

U.S. ROUTE 522 (COMMERCE AVENUE)To:

U.S. ROUTE 340 (SOUTH ROYAL AVENUE)Fr:

STATE LINE

COUNTY LINE

CITY,TOWN OR VILLAGE

RIGHT OF WAY LINE

FENCE LINE

UNFENCED PROPERTY LINE

FENCED PROPERTY LINE

WATER LINE

SANITARY SEWER LINE

GAS LINE

ELECTRIC UNDERGROUND CABLE

TRAVELED WAY

GUARD RAIL

RETAINING WALL

RAILROADS

BASE OR SURVEY LINE

LEVEE OR EMBANKMENT

BRIDGES

CULVERTS

DROP INLET

POWER POLES

TELEPHONE OR TELEGRAPH POLES

TELEPHONE OR TELEGRAPH LINES

HEDGE

TREES

HEAVY WOODS

GROUND ELEVATION

GRADE ELEVATION

CONVENTIONAL SIGNS

DATUM LINE

T/Tg

6" W

8" S

4" G

PLAN AND PROFILE OF PROPOSED

STATE HIGHWAY

U000-112-181

DESCRIPTION

STATE

FEDERAL AID STATE

PROJECT PROJECTROUTE

PROJECT SHEET NO.

SHEET

NO.

C H

A D

M T

H O

M A

S P

4:24:45 PM

c4731a__Title Sheet.dgn

C-1

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H Y

W C

A L

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LOCALLY ADMINISTERED PROJECTS

(SIGNATURE)

NAME OF LOCALITY

URBAN LOCAL-ROLLING-25 MPH DESIGN SPEED

ADT 2032

ADT 1981

VA.

IS ILLEGAL AND ENFORCED TO THE FULL EXTENT OF THE LAW.

MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATURES,

IS FILLED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY. ANY

THE ORIGINAL TITLE SHEET(S), INCLUDING ORIGINAL SIGNATURES,

WHERE OTHERWISE NOTED.

WIDENED IN ACCORDANCE WITH STANDARD TC-5.11, EXCEPT

ALL CURVES ARE TO BE SUPERELEVATED, TRANSITIONED AND

THE PLAN ASSEMBLY.

PROVISIONS, AND THE COMPLETE ELECTRONIC PDF VERSION OF

PROTECTION MANUAL AND AS AMENDED BY CONTRACT

SUPPLEMENT TO THE MUTCD, 2011 VIRGINIA WORK AREA

2016 ROAD AND BRIDGE STANDARDS, 2009 MUTCD, 2011 VIRGINIA

THE DEPARTMENT'S 2020 ROAD AND BRIDGE SPECIFICATIONS,

THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH

CHANGE AS NECESSARY BY THE DEPARTMENT.

REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO

DESIGN FEATURES RELATING TO CONSTRUCTION OR TO

PLANS, SEE GENERAL NOTES.

INFORMATION RELATIVE TO ELECTRONIC FILES AND LAYERED

WILL BE THE OFFICIAL CONSTRUCTION PLANS. FOR

ASSEMBLY AS AWARDED, INCLUDING ALL SUSEQUENT REVISIONS,

THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN

112-181

U000- 202.25

Sheet No.

INDEX OF SHEETS

Description

7-1/2" CONCRETE OVERLAY (BMGS-3)

31" MGS BRIDGE RAILING

INTERIOR SLAB TYPES B & D

EXTERIOR SLAB TYPES A & C

AND TOP OF SLAB ELEVATIONS

ERECTION DIAGRAM, MISCELLANEOUS BEAM DETAILS,

DECK PLAN, DECK ELEVATIONS, AND DETAILS

TRANSVERSE SECTION AND TYPICAL DETAILS

REINFORCING STEEL SCHEDULE

TYPICAL PIER SECTIONS, DETAILS, AND

PIER DEMOLITION AND CONSTRUCTION

REINFORCING STEEL SCHEDULE

TYPICAL ABUTMENT SECTIONS, DETAILS, AND

ABUTMENT B DEMOLITION AND CONSTRUCTION

ABUTMENT A DEMOLITION AND CONSTRUCTION

ESTIMATED QUANTITIES AND MISCELLANEOUS DETAILS

PLAN, PROFILE, DESIGN EXCEPTIONS,AND GENERAL NOTES

ROADSIDE DEVELOPMENT SCHEDULE

EROSION AND SEDIMENT CONTROL PLAN SHEET

EROSION AND SEDIMENT CONTROL NARRATIVE

MAINTENANCE OF TRAFFIC DETOUR PLAN

MAINTENANCE OF TRAFFIC DETOUR NOTES

ROADWAY PROFILE

ROADWAY PLAN

TYPICAL SECTION

EXISTING CONDITIONS

GENERAL NOTES

TITLE SHEET AND INDEX OF SHEETS

B-13

B-12

B-11

B-10

B-9

B-8

B-7

B-6

B-5

B-4

B-3

B-2

B-1

ES-4

ES-3

ES-(1-2)

C-8

C-7

C-6

C-5

C-4

C-3

C-2

C-1

VICINITY MAP

Not to scale

LOCATION MAP

Not to scale

FED. I.D. NO. 20265

EXISTING STRUCTURE NO. 112-8002

147.920.04 0.03

TOWN OF FRONT ROYAL, VIRGINIA

DATE

ROBERT BOYER

RECOMMENDED FOR APPROVAL FOR CONSTRUCTION

TITLE OF POSITION

(SIGNATURE)

DATE TITLE OF POSITION

RECOMMENDED FOR APPROVAL FOR CONSTRUCTION

STEVE SCHEULEN

DIRECTOR OF PUBLIC WORKS

MANAGER OF INFRASTRUCTURE

See Plan and Profile Sheets for horizontal and vertical curve design speed data

1,800

UPC-125437

PPMS-_____

FHWA-534-27010

PROJECT LOCATION

PROJECT AREA

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Commission Number:

Sheet No.:

Horizontal Scale:

Vertical Scale:

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4731A

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O T

E S

N/A

C-2

GENERAL NOTES

GRADING

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

G-2 Earthwork quantities on this project are based on anticipated settlement and may require adjusting during construction.

G-5 The excavation of unsuitable material as specified on these plans is based on previously conducted subsurface soil investigation. If, during construc-tion, it is deemed necessary to change the depth more than one foot, or the limits of such excavation, such change is to be made at the direction of the Engineer and measurement and payment shall be made in accordance with Section 303 of the applicable VDOT Road and Bridge Specifications.

G-6 as approved by the Materials Engineer.

The borrow material for this project shall be a minimum CBR 5.0 or

INCIDENTALS

PAVEMENT

P-1

Engineer.

cracks or becomes damaged, it shall be replaced, if directed by the jack method or by replacing the pavement. In the event the pavement shall restore the pavement to the original grade either by the mud prior to acceptance of the project by the Department, the contractor

If any settlement occurs in concrete pavement adjacent to bridges

P-2 of the theoretical maximum density.

the design depth. The weight of the asphalt concrete is based on 95% aggregates and the asphaltic content of the mix actually used to secure

The weight will vary in accordance with the specific gravity of the

The pavement materials on this project will be paid for on a tonnage basis.

All pavement markings and traffic flow arrows shown on the roadway con-struction plans are schematic only. The actual location and application

I-18

VDOT Road and Bridge Specifications, MUTCD, sequence of construction/ by the Engineer.

traffic control plans, pavement marking plan sheet C5 and as directed of pavement markings shall be in accordance with Section 704 of the applicable

I-20 copies or prints of specific layers.

Portions of this plan assembly have been CADD generated. To assist in the preparation of the bid and construction of the project, Microstation format (.dgn) files will be made available to the prime contractor during bids and after award of the contract.

The Official Electronic PDF Version of the plans will override the paper

EROSION AND SEDIMENT CONTROL (ESC)

E-2 and Riprap shall be in accordance with Section 203 and Section 414 of the applicable VDOT Road and Bridge Specifications.

Rock for Check Dams, Inlet Protection, Erosion Control Stone

E-4 with non-erodible materials.

Permanent vegetation shall be established on all denuded areas not otherwise stabilized

I-14 Salvaged guardrail materials not used in the new construction shall become the property of the Contractor and shall be disposed of at a licensed landfill, recycled or be retained by the Contractor.

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D at e R e v is io n s

Commission Number:

Sheet No.:

Horizontal Scale:

Vertical Scale:

E A

S T

P R

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P E

C T

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4731A

(D1)

(D3)(S1)

(S2)

(S3)

(S4)

(S5)

(S6)

24"CMP

M P

Inv. Out = 566. 03'

In Pl. 42" CMP(D3)

Inv. Out 42" CMP = 566. 68'

Inv. In 24" CMP = 566. 68'

Top of Grate = 570. 74'

Block Vault (Unknown Size)

Catch Basin(D2)

Inv. Out 24" CMP = 566. 52'

Top of Grate = 569. 94'

Catch Basin(D1)

Inv. Out 4" PVC = 570.54'

Inv. In 4" PVC = 571.05'

Top of Rim = 575.25'

Sanitary Sewer Manhole(S6)

Inv. Out = 565.53'

Inv. In 4" PVC (From S6) = 565.62'

Inv. In 4" PVC = 565.57'

Top of Rim = 571.19'

Sanitary Sewer Manhole(S5)

Inv. Out 12' RCP = 569.70'

Inv. In 12" RCP = 569.78'

Top of Rim = 575.44'

Sanitary Sewer Manhole(S4)

Inv. Out 12" RCP = 564.58'

Inv. In 12" RCP = 564.73'

Top of Rim = 572.15'

Sanitary Sewer Manhole(S3)

Inv. Out 12" RCP = 563.52'

Inv. In 12" RCP = 563.57'

Top of Rim = 571.37'

Sanitary Sewer Manhole(S2)

Inv. Out 12" RCP = 562.44'

Inv. In 12" RCP = 562.51'

Inv. In 10" Metal = 563.06'

Top of Rim = 569.60'

Sanitary Sewer Manhole(S1)

Asph. Parking Lot Entrance

Gravel

E n c lo s u re

D u m p s te r

A s p h P a th

2.5' C&G

Conc. S/W B lo c k

W a ll

A s p h P a th

C o n c S

P la n te r

Asph. Shld.

E d g e o f

P a v e m e n t

E d g e o f

P a v e m e n t

W o o d R a il

F e n c e

A s p h . P a th

Chain Link Fence

E d g e o f

P a v e m e n t

E d g e o f

P a v e m e n t

S to n e

P ie r

S to n e in g ll

S to ll

Wa lkin g B rid geL a n d in g

C o n c

Trash Can

Metal

Trash Can

Metal

CALL: (540) 635-2111

IN THE EVENT OF DAMAGE TO A FACILITY

FIELD CONTACT: TONY ROGERS (540) 635-7819

MARKED

10/22/25 06:45 AM 10FRONT ROYAL-WATER & SEWER (FRR902) FRR

CALL: (540) 635-2111

IN THE EVENT OF DAMAGE TO A FACILITY

FIELD CONTACT: SCOTT CURRY (540) 635-3027

MARKED

10/20/25 09:39 AM 10FRONT ROYAL-ELECTRIC (FRR901) FRR

CODE

RESPONSEDESCRIPTION MARKING

THAT MAY BE PROVIDED BY THE OPERATOR/LOCATOR.

WHEN THE MEMBER MARKING CODE IS BLUE, CLICK FOR ADDITIONAL INFORMATION

EXPIRES: 11/12/25 07:00 AM

RESPONSES DUE BY: 10/22/25 07:00 AM UPDATE BY: 11/06/25 11:59 PM

ADDRESS : E PROSPECT ST

STATE: VA CNTY: WARREN PLACE:

TICKET : A529001915 REV: 00A TAKEN: 10/17/25 10:40 AM

0.33 ACRE (DEED)

TAX #20A89- 1-1 THRU 1-4

INST. # 210009662

(D2)

E. PROSPECT ST.

(35' R/W)

F R

O N

(4 ' R

S . C

O M

M E

A V E . - R

T E . 5

(V A

B L

T H

0.0704 ACRE (DEED)

TAX #20A81-2-8

D.B. 452, PG. 217

0.33 ACRE (DEED)

TAX #20A838-A2

INST. #110002050

0.045 ACRE (DEED)

TAX #20A838-A1A

INST. #160005792

0.031 ACRE (DEED)

TAX #20A838-A1B

INST. #170006994

0.031 ACRE (DEED)

TAX #20A838-A1C

D. B. 291 PG. 189

0.055 ACRE (DEED)

TAX #20A838-A1D

INST. #140003501

0.50 ACRE (DEED)

TAX #20A10-1-7

INST. #030009518

1 A

C R

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OF ANY CONSTRUCTION.

APPROXIMATE AND SHOULD BE FIELD VERIFIED PRIOR TO THE START

UTILITY TICKET #A529001915. ALL UNDERGROUND UTILITY LINES ARE

AND MARKINGS ESTABLISHED MY MISS UTILITY OF VIRGINIA. SEE MISS

USING ABOVE GROUND STRUCTURES, MARKINGS, AVAILABLE UTILITY MAPS

LOCATED. ALL UNDERGROUND UTILITIES SHOWN WERE ESTABLISHED

ANY UNDERGROUND UTILITIES. ALL SURFACE UTILITIES WERE FIELD

THIS SURVEY DOES NOT GUARANTEE THE EXISTENCE OR LOCATION OF 6.

CONTOURS AS SHOWN HEREON ARE AT 1-FOOT INTERVALS5.

WAS BASED ON TRIMBLE'S RTX NETWORK.

THE HORIZONTAL (NAD83/2011) & VERTICAL (NAVD88) FOR THIS PROJECT 4.

THE DRAWING.

AND PHYSICAL EVIDENCE FOUND IN THE FIELD AND WAS PLACED IN

INFORMATION IS BASED ON DEEDS, PLATS OF RECORD, HIGHWAY PLANS,

THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY. PROPERTY 3.

MANUAL 2023.

OF TRANSPORTATION LOCATION AND DESIGN DIVISION SURVEY

AND PROCEDURES AS ESTABLISHED BY THE VIRGINIA DEPARTMENT

BELIEF IS CORRECT AND COMPLIES WITH THE STANDARDS

THIS SURVEY TO THE BEST OF MY KNOWLEDGE AND 2.

OTHERWISE NOTED.

INCLUDING META DATA MEETS MINIMUM ACCURACY STANDARDS UNLESS

22-23, 2025; THAT THIS PLAT, MAP OR DIGITAL GEOSPATIAL DATA

THE IMAGERY AND / OR ORIGINAL DATA WAS OBTAINED DURING OCTOBER

AN ACTUAL GROUND SURVEY MADE UNDER MY DIRECT SUPERVISION; THAT

THE DIRECT RESPONSIBLE CHARGE OF TIMOTHY W. CALDWELL, LS FROM

SURVEY OF THE PROSPECT STEET BRIDGE WAS COMPLETED UNDER

THIS PLAT IS BASED ON A CURRENT FIELD SURVEY. THIS LOCATION 1.

SURVEY NOTES:

Z: 571.227'E: 11572272.7210'N: 7016192.7940'M&C #3:

HDist: 99.072'Bearing: S88° 57' 47"W

Z: 572.221' E: 11572371.7770'N: 7016194.5870'M&C #2:

Survey Control

Elevation = 570. 545'

West abutment for Walking Bridge

BM Box Cut on Southeast corner of

Survey Benchmark(s) NAVD 88

H A P

P Y

R E

E K

Property Monument

Metal or Wooden Post

Photo Control Point

Advertising Sign

Bench Mark

Bollard Post

Control Station

Flag Pole

Gravesite Marker

Guard Post

Mine Entrance

Node Point

Property Line Symbol

Right of Way Monument

Iron Right of Way Pin

Railroad Mile Marker

Railroad Right of Way Monument

Railroad Telegraph Pole

Railroad Telephone Pole

Shrub

Storm Sewer Manhole

Tree

Wetland Flag Manual

Elevation Tick Mark

Connected Plat Symbol

Secondary Control Point

Railroad Signal Pole or Gate

Drainage Flow Arrow (Storm Drainage)

Filler Cap (Gas Stations)

Flow Arrow (Streams & Rivers)

Filler Pipe (Gas Stations)

Gas Vent Pipe (Gas Stations)

Gas Tank Access Manhole (Gas Stations)

Brush Line

City Line

Curb Only

Fence Line

Guardrail

Hedge Row

State Line

Sidewalks

County Line

Curb and Gutter

Jersey Barrier

Obscure Areas

Paved Ditches

Railroad

Right of Way

Edges of Water

Wetlands

PLANIMETRIC LEGEND

Pipe Culverts *

( Variable from 12" to 120" )

* Designate size of culverts

Woods

Found Monumentation

PHOTO CP

Bore Hole

Mail Box

Monitoring Well

Road Arrow

Reference

VDOT Commission Monument

Railroad Switch

Photogrammetric Target

Bridge Elevation

Plan Elevation

Water Elevation

Wetland Flag Automatic

Traffic Left-Thru-Right Arrow

Traffic Thru-Right Arrow

Traffic Springback Marker

Traffic Left Turn Arrow

Traffic Left-Right Arrow

Traffic Left-Thru Arrow

Traffic Right Turn Arrow

Traffic Thru Arrow

BRIDGE TABLE

Top of Abutment = 573.20(B6)

Top of Pier = 571.51(B5)

Top of Abutment = 573.10(B4)

Top of Abutment = 573.08(B3)

Top of Pier = 571.51(B2)

Top of Abutment = 573.08(B1)

Underground Telephone Cable

Underground Television Cable

Unknown Utility Line

Underground Fiber Optic

Underground Traffic Control

Gas Line Duct

Underground Power Cable

Underground Power Cable Duct

Underground Traffic Control Duct

Underground Telephone Cable Duct

Underground Television Cable Duct

Water Line Duct

Fiber Optic Cable Television

Underground Fiber Optic Duct

Traffic Control Fiber Optic

Telephone Fiber Optic

Chemical Line (above or below ground)

Vacuum Sewer

Fuel Line (above or below ground)

Water Valve

Water Meter

Water Manhole

Fire Hydrant

Television Pedestal

Television Hand Hole

Telephone Pedestal

Telephone Manhole

Telephone Pole

Fiber Optic Marker

Telephone Hand Hole

Traffic Control Hand Hole

Traffic Control Manhole

Traffic Signal Pole

Electric Manhole

Electric Meter

Electric Hand Hole

Gas Valve

Gas Manhole

Gas Meter

Gas Well

Sanitary Force Main Valve

Sanitary Manhole

Sewer Clean Out

Television Manhole

Electric Pedestal

Electric Guy Wire

Electric Marker Post

Electric Stub

Gas Marker Post

Gas Stub

Electric Luminaire

Unknown Manhole

Telephone Booth

Telephone Guy Pole

Telephone Guy Wire

Telephone Marker Post

Telephone Stub

Television Stub

Water Well

Sanitary Stub

Gas Monitoring Well

Electric Box

Electric Guy Pole

UTILITY LEGEND

Gas Line *

Gravity Sewer *

Sanitary Force Main *

Water Line *

Depicted According To Utility Records **

Abandoned According To Utility Records **

** Designate type ( Unknown line is shown )

* Designate size ( Variable from 0. 75" to 54" )

According To Miss Utility Information **

Water Stub

Water Siamese Connection

Water Spigot

Water Marker Post

Unknown Hand Hole

Unknown Clean Out

Water Blow Off

Television Marker Post

Traffic Signal Pole w/Luminaire

Telephone Riser Pole

Traffic Signal Guy Pole

Test Holes (All Utilities)

Sewer Vent Pipe

Sanitary Marker Post

Sanitary Flow Arrow

Gas Test Station

Electric Ground Light

End of Information (All Utilities)

Fiber Optic Hand Hole

Gas Vent

Telephone Cell Tower

Traffic Camera Pole

Tower Anchor

Electric Power Pole

Electric Power Riser Pole

Electric Light Pole

Water Irrigation Valve

Water Post Inspection Valve

Water Steam Manhole

Water Steam Vent Pipe

Television Satellite Dish

Traffic Control Guy Wire

Traffic Control PedestalTC

Fiber Optic Manhole

Fiber Optic Pedestal

Sanitary Air Release Valve

Exist. R/W

E x is

t. R

E x is

t. R

E x is

t. R

N A

D /2

O R

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N E

Bridge Deck Timber

(B4)

R ip r a p

S lo p e

B a n k

R ip r a p

S lo p e

B a n k

IRF IRF

IRF

(B5) (B6)

(B3) (B2)

(B1)

SANITARY SEWER TABLESTORM DRAIN TABLE

S pr in t #3

TFR #34F

N O

I D

NO ID#

E X

C O

N D

N S

N/A

1" = 25'

C-3

0 25' 50'

SCALE

J P

WENDY CROOP O'CONNOR

CHRISTOPHER ALAN O'CONNOR &

TOWN OF FRONT ROYAL, VIRGINIA

A B C D

CAROLINE F. TOMECHKO

RONALD J. TOMECHKO &

SHAWN E. FINNEYFROCK

TERESA TTEE SCHAPER

SALLY A. SHOEMAKER

TERESA G. MILLS

CHARLES R. MILLS &

TOWN OF FRONT ROYAL, VIRGINIA

T O

Y A

L , V

EXISTING CONDITIONS

JPGreever Snapshot

TYPICAL SECTIONS

E PROSPECT STREET

TYPICAL SECTION

11+83.5311+38.33

10+48.00 10+84.00

STATION TO STATION

VARIES

Var

3:1

DEPTH

FULL

Var

DEPTH

FULL

VARIES

3:1

C-4

N/A

T Y

A L

S E

C T

8" AGGREGATE BASE MATERIAL TYPE1, NO. 21B

COURSE TYPE W/NON-POLISHING STONE

1.5" SM-9.5D ASPHALT CONCRETE SURFACE

6" ASPHALT CONCRETE BASE COURSE TYPE BM-25.0A

AT 165 LBS/SY

1.5" ASPHALT CONCRETE TY. SM-9.5D

2 EXISTING PAVEMENT

NOT TO SCALE

PLANING & OVERLAY

1.5" FLEXIBLE PAVE.

MILL & OVERLAY DETAIL

TYPICAL SECTION

EXISTING

MATCH

J P

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4731A

INST. #110002050

TAX #20A838-A2

0.33 ACRE (DEED)

INST. # 210009662

TAX #20A89- 1-1 THRU 1-4

0.33 ACRE (DEED)

INST. #030009518

TAX #20A10-1-7

0.50 ACRE (DEED)

D.B. 452, PG. 217

TAX #20A81-2-8

0.0704 ACRE (DEED)

INST. #170006994

TAX #20A838-A1B

0.031 ACRE (DEED)

D. B. 291 PG. 189

TAX #20A838-A1C

0.031 ACRE (DEED)

INST. #140003501

TAX #20A838-A1D

0.055 ACRE (DEED)

R O

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N/A

1" = 10'

C-5

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4731A

LEGEND

PROPOSED FULL DEPTH PAVEMENT

PROPOSED MILL & OVERLAY

N A

N E

0 10' 20'

SCALE

DEMOLITION OF PAVEMENT

(D3)

(S2)

(S3)

(S5)

24"CMP

M P

Asph. Parking Lot Entrance

Gravel

E n c lo s u r e

D u m p s te r

A s p h P a th

2.5' C&G

Conc. S/W

B lo ll

A s p h P a th

C o n c S

P la n te r

Asph. Shld.

E d g e o f

P a v e m e n t

E d g e o f P a v e m e n t

W o o d il F e n c e

A s p h . P a th

Chain Link Fence

E d g e o f

P a v e m e n t

E d g e o f

P a v e m e n t

S to n e

P ie r

S to ll

Wa lkin g B rid ge

L a n d in g

C o n c

Trash Can

Metal

Trash Can

Metal

(D2)

E. PROSPECT ST.

(35' R/W)

F R

O N

(4 ' R

S . C

O M

M E

E . - R

T E . 5

(V A

H A P

P Y

R E

E K

Exist. R/W

E x is

t. R

E x is

t. R

E x is

t. R

Bridge Deck Timber

(B4)

R ip r a p

S lo p e

B a n k

R ip r a p

S lo p e

B a n k

IRF

(B5) (B6)

(B3)

(B2)

(B1)

S pr in t #3

NO ID#

RONALD J. TOMECHKO &

CAROLINE F. TOMECHKO

CHRISTOPHER ALAN O'CONNOR &

WENDY CROOP O'CONNOR

TOWN OF FRONT ROYAL, VIRGINIA

TERESA TTEE SCHAPER SALLY A. SHOEMAKER

CHARLES R. MILLS &

TERESA G. MILLS

DCB

Exist. Guardrail Remove 15' of

Exist. Guardrail Remove 12' of

Exist. Guardrail Remove 15' of

Exist. Guardrail Remove 12' of

GR-MGS2 Req'd Site Prep for St'd Std. 25' TL-2 GR-MGS2 Req'd.

18' Std. RAD. GR-MGS1 Req'd.

19' Std. RAD. GR-MGS1 Req'd.

GR-MGS1 Req'd.

21' Std. RAD.

GR-MGS1 Req'd.

20' Std. RAD.

24" WIDTH

LINE MARKING

WHITE PAVEMENT

(TYPE B, CLASS I),

CROSSWALK

Sawcut Req'd St'd Full Depth

Domes Req'd St'd CG-12 Truncated

Dome Exist. Truncated Do Not Disturb

Domes Req'd St'd CG-12 Truncated

"Stop" Sign Lift & Reset Exist.

Exist. Utility Pole Do Not Disturb

Guardrail Trash Can In Front Of Lift & Reset Exist. Metal

Sign "Code of Conduct" Lift & Reset Exist.

Metal Trash Can Lift & Reset Exist.

Signs "Stop" & "Code of Conduct" Lift and Reset Exist.

& Fire Hydrant Exist. Utility Pole Do Not Disturb

S88°45'50"E

'202.25

O T

LINE MARKING 24" WIDTH

(TYPE B, CLASS I), WHITE PAVEMENT

CROSSWALK

Grate Inlet Protect Exist.

signs Object Marker "Weight Limit" & Remove Exist.

e c k e d

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4731A

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1" = 5'

1" = 25'

C-6

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525 525

530 530

535 535

540 540

545 545

550 550

555 555

560 560

565 565

570 570

575 575

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10+00 11+00 12+00 520 520

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10+00 11+00 12+00

End Mill & Overlay

(Tie to S. Commerce Ave.)

12+01.29Sta.

Begin Mill & Overlay

11+83.53Sta.

End Full Depth

End Mill & Overlay

Begin Full Depth

Sta. 10+48.00

+3.21

+1 0.0

+0.00% -2.08% +2.35%

117.25ftSD =

20.14L =

2K =

573.57EL =

10+72.38STA =

525.59ftSD =

12.47L =

6K =

573.57EL =

11+45.33STA =

Begin Mill & Overlay

Sta. 10+41.72

Begin Bridge

Sta. 10+84.00

Elev 573.57'

End Bridge

Sta. 11+38.33

Elev 573.57'

Existing Ground e c k e d B y

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4731A

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NTS

C-7

THE MAJORITY OF VEHICULAR TRAFFIC THROUGH THE WORK ZONE ARE LOCAL RESIDENTS. 9.

THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PRIVATE AND COMMERCIAL ENTRANCES.8.

WITH DETOUR".

THE VAWAPM (2026 VERSION 11.0). THE DETOUR SHALL FOLLOW TTC - 34.2, "STREET CLOSURE OPERATION

DAILY TRAFFIC CONTROL SHALL BE MAINTAINED ACCORDING TO THE TRAFFIC CONTROL APPLICATIONS OF 7.

AND OR MATERIAL STORAGE.

DYNAMIC DEFLECTION AREAS OF PHYSICAL BARRIERS AT ALL LOCATIONS FOR CONSTRUCTION EQUIPMENT

CONTRACTOR IS RESPONSIBLE FOR PROVIDING A STAGING AREA OUTSIDE OF THE CLEAR ZONE OR 6.

RESTRICTIONS FOR THE DETOUR.

THE DETOUR WILL BE APPLICABLE FOR THE DURATION OF THE PROJECT. THERE ARE NO TIME 5.

CONTRACTOR DURING CONSTRUCTION.

THE PROJECT WORK. MAINTAINING ACCESS TO LOCAL RESIDENTS WILL BE THE RESPONSIBILITY OF THE

BOTH EASTBOUND AND WESTBOUND DIRECTIONS OF EAST PROSPECT STREET WILL BE AFFECTED BY 4.

VARIES.

THE LENGTH OF THE WORK ZONE IS APPROXIMATELY 202 FEET. THE WIDTH OF THE WORK ZONE 3.

STREET BETWEEN THE INTERSECTIONS WITH FRONT STREET AND SOUTH COMMERCE AVE.

THE WORK ZONE IS LOCATED WITHIN THE LIMITS OF THE TOWN OF FRONT ROYAL ON EAST PROSPECT 2.

DETAILS).

THIS IS A VDOT TYPE B CATEGORY III PROJECT. (SEE VDOT IIM-LD-241 LATEST REVISION FOR MORE 1.

GENERAL NOTES:

THE DISTRICT COMMUNICATIONS OFFICE IS NOTIFIED 72 HOURS IN ADVANCE OF THE CHANGE.

WHEN ANY MAJOR TRAFFIC CHANGES ARE TO TAKE PLACE, THE PROJECT PERSONNEL WILL ENSURE THAT 2.

LEAST 72 HOURS IN ADVANCE OF THE CHANGES.

STREET SHOULD BE PROVIDED TO THE VDOT STAUNTON DISTRICT ENGINEER BY THE CONTRACTOR AT

NON EMERGENCY TRAFFIC IMPACTS/DELAYS AND CHANGING TRAFFIC PATTERNS ON EAST PROSPECT 1.

PUBLIC COMMUNICATION PLAN:

BEGIN WORK ON BRIDGE REPLACEMENT AND INCIDENTAL ROADWAY CONSTRUCTION AS SHOWN ON SHEET C5. 4.

THE VDOT WAPM.

CONTRACTOR SHALL INSTALL AND MAINTAIN DAILY WORK ZONE CONSTRUCTION SIGNAGE IN ACCORDANCE WITH 3.

WITH DETOUR".

AS SHOWN ON THE DETOUR PLAN VIEW IN ACCORDANCE WITH FIGURE TTC-34.2, "STREET CLOSURE OPERATION

INSTALL SIGNS AND TEMPORARY TRAFFIC CONTROL DEVICES FOR THE EAST PROSPECT STREET CLOSURE 2.

AND STONEWALL DRIVE AS SHOWN ON THE DETOUR PLAN SHEET.

PROJECT LIMITS" AND ON RITENOUR STREET, EAST PROSPECT STREET, S COMMERCE AVENUE, FLETCHER STREET, INSTALL SIGNS AND TEMPORARY TRAFFIC CONTROL DEVICES ACCORDING TO FIGURE TTC-53.0 "SIGNING FOR 1.

MAINTENANCE OF TRAFFIC AND SEQUENCE OF CONSTRUCTION:

OPERATIONS TO ITS ORIGINAL CONDITION.

THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS OR ANY DAMAGE CAUSED BY THEIR 7.

NO UTILITY CONFLICTS.

LOCATION(S) MARKED BY MISS UTILITY (811) PRIOR TO ANY EXCAVATIONS WORK TO ENSURE THERE ARE

ANY EXCAVATION AND/OR DIGGING REQUIRED FOR ANY PORTION OF THE PROJECT SHALL HAVE THE 7.

TEMPORARY SIGN POSTS SHALL BE ACCORDING TO VDOT STD. WSP-1, "TEMPORARY SIGNS".6.

SPECIFICATIONS AND STANDARD DETAILS.

INSTALLING, ADJUSTING, MAINTAINING, AND REMOVING SIGNS AND POSTS PER THE PLANS, VDOT

ALL CONSTRUCTION SIGNS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING FURNISHING, 5.

INCIDENTAL TO OTHER DRAINAGE AND MAINTENANCE AND PROTECTION OF TRAFFIC ITEMS.

PROJECT ARE THE CONTRACTOR'S RESPONSIBILITY. THE COST OF SUCH STRUCTURES IS TO BE

ROADWAY AND ADJACENT PROPERTIES. ANY TEMPORARY DRAINAGE STRUCTURES INSTALLED ON THE

THE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE TO PREVENT PONDING OF WATER ON THE 4.

IT RELATES TO ALL ROAD CLOSURES OF ANY NATURE.

EMERGENCY SERVICES, FRONT ROYAL POLICE DEPARTMENT AND WARREN COUNTY FIRE AND RESCUE AS

THE CONTRACTOR SHALL COORDINATE WITH THE TOWN OF FRONT ROYAL PROJECT MANAGER, 3.

OTHERWISE SHOWN ON PLANS.

ENTRANCES, MINIMUM WIDTH SHALL BE NO LESS THAN EXISTING CONDITIONS OR 11'-0" MIN UNLESS

PROJECT UNLESS OTHERWISE APPROVED BY THE TOWN OF FRONT ROYAL. FOR CONNECTIONS AND

THE CONTRACTOR IS TO MAINTAIN ACCESS TO ALL PROPERTIES DURING CONSTRUCTION OF THE 2.

AND BRIDGE STANDARDS.

BRIDGE STANDARDS, VDOT ROAD AND BRIDGE SPECIFICATIONS, AND VDOT SUPPLEMENT TO THE ROAD

TRAFFIC CONTROL DEVICES (MUTCD), THE VIRGINIA SUPPLEMENT TO THE MUTCD, VDOT ROAD AND

THE LATEST EDITIONS OF THE VIRGINIA WORK AREA PROTECTION MANUAL (WAPM), MANUAL ON UNIFORM

ALL SIGNS, SIGN LAYOUT, WORK ZONES AND ALL OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO 1.

TEMPORARY TRAFFIC CONTROL NOTES:

IMPROVED TRAFFIC CONTROL PLAN.

AND THE STATE POLICE IF NECESSARY TO DISCUSS MODIFICATION AND IMPLEMENTATION OF AN

NECESSARY. IF NECESSARY, A MEETING WILL BE CALLED WITH THE CONTRACTOR, VDOT PERSONNEL

ENGINEER TO DETERMINE IF ANY MODIFICATION OF TEMPORARY TRAFFIC CONTROL PLAN IS

THE STATE POLICE REPORT OF THE INCIDENT WILL BE REVIEWED BY THE RESIDENT 6.

ITS CLEARING AND RESTORATION TO NORMAL TRAFFIC CONDITIONS.

THE STATE POLICE WILL TAKE CONTROL OF ANY INCIDENTS IN THE WORK ZONE AND DIRECT 5.

AFFECTED AGENCIES.

ZONE. THE NORTHWEST REGION OPERATIONS CENTER SHALL BE RESPONSIBLE FOR CONTACTING ANY

REGION OPERATIONS CENTER OF ANY UNANTICIPATED TRAFFIC INCIDENTS THAT OCCUR IN THE WORK

AFTER STABILIZING THE INCIDENT, THE CONTRACTOR WILL THEN NOTIFY THE NORTHWEST 4.

TRAVELING PUBLIC AROUND ANY INCIDENT.

THAT OCCUR IN THE WORK ZONE, WHO WILL DETERMINE THE RESPONSE NECESSARY TO ALLOW

THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE POLICE OF ANY TRAFFIC INCIDENTS 3.

VIRGINIA STATE POLICE AREA 13 - (540) 662-3313

WARREN COUNTY FIRE AND RESCUE DEPARTMENT - (540) 636-9986

FRONT ROYAL POLICE DEPARTMENT - (540) 635-2111

ARE AS FOLLOWS:

EMERGENCY CONTACT FOR THIS PROJECT SHALL BE 911. ADDITIONAL LOCAL EMERGENCY CONTACTS 2.

SYSTEMS THAT FEED THIS INFORMATION INTO 511.

AND TRAFFIC RELATED TO THE WORK BY THE CONTRACTOR. THE TOC WILL MAKE ALL ENTRIES INTO

THE STAUNTON OPERATIONS CENTER (540) 332-9500 SHALL BE NOTIFIED OF LANE CLOSURES 1.

TRANSPORTATION OPERATIONS PLAN

MAINTENANCE OF TRAFFIC NOTES

E. Ston ewall D r.

S . C o m m e rc e A v e

E. Prospect St.

F le tc h e r

S t.

R it e n o u r S

t. Cable. St.

P u ll e n S t.

F ro n t S t.

M o s b y L n

B lu e R id g e A v e

South St.

Short St.

AHEAD

CLOSED

ROAD

AHEAD

DETOUR

W20-3

W20-2

R3-2

M4-9L

M4-9R

SIGN

ORANGE

WHITE

ORANGE

DIMENSION REMARKSCOLOR

BACKGROUND

M4-V1

DESIGNATION

SIGN

WHITE

to Virginia WAPM

Sizing according to Virginia WAPM

Sizing according

M4-VP1a ORANGE

48"x48" to Virginia WAPM

Sizing according to Virginia WAPM

Sizing according

30"x24" to Virginia WAPM

Sizing according to Virginia WAPM

Sizing according

48"x48"

Var x 18"

30"x24"

30"x24" to Virginia WAPM

Sizing according

M4-VP1a ORANGE

DETOUR

END

M4-8a ORANGE to Virginia WAPM

Sizing according H to Virginia WAPM

Sizing according

24"x18"

Var x 18"

E. Prospect St.

Cable. St.

F ro n t S t.

P u ll e n S t.

R it e n o u r S t.

ROAD CLOSED

THRU TRAFFIC

R11-4 60"x30" WHITE to Virginia WAPM

Sizing according

48"x48"R3-1

Var x 18"

30"x24"

M4-VP1a

ORANGE

M4-V3L

MAINTENANCE OF TRAFFIC LEGEND

- DETOUR ROUTE

- PROPOSED DETOUR SIGN

- PROPOSED TYPE 3 BARRICADE (8' UNLESS OTHERWISE NOTED)

- WORK ZONE

CLOSED

ROAD

R11-2 48" x 30" WHITEB to Virginia WAPM

Sizing according

Greenway Royal Shenandoah Sidewalk

- GROUP 2 CHANNELIZING DEVICE

E. Prospect St M4-VP1a ORANGE to Virginia WAPM

Sizing according Var x 18"

E. Prospect St

ROAD CLOSED

THRU TRAFFIC

R11-4 60"x30" WHITE to Virginia WAPM

Sizing according

M4-10L ORANGE

to Virginia WAPM

Sizing according 48"x18"

S . C o m m e rc e A v e

C h e c k e d B y

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C-8

DETOUR

to Virginia WAPM

Sizing according Var x 18"M4-VP1a ORANGEE. Prospect St

DETOUR

MAINTENANCE OF TRAFFIC DETOUR

Barricade 4' Type 3

Barricade 4' Type 3 construction

Traffic through

Maintain Greenway

Barricade 4' Type 3

F F

I I A

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D D

Inset A

See Inset A

J J

C C

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N T

N/A

ES-1

EROSION AND SEDIMENT CONTROL NARRATIVE

IS REACHED ON ANY PORTION OF THE SITE.

STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE

SHALL BE SEEDED IN CONFORMANCE WITH VSMH STD. AND SPEC. C-SSM-102. PERMAMENT

BUILT UPON, THAT ARE NOT LANDSCAPED, OR THAT ARE NOT SCHEDULED FOR PERMANENT RIPRAP

6.7 PERMANENT SEEDING (PS): ALL DISTURBED AREAS BROUGHT TO FINAL GRADE THAT ARE NOT

SPEC. C-SSM-09.

(UNDISTURBED) FOR LONGER THAN FOURTEEN (14) DAYS IN CONFORMANCE WITH VSMH STD. AND

DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT

AND SPEC. C-SSM-09. ADDITIONALLY, TEMPORARY SEEDING SHALL BE APPLIED WITHIN SEVEN (7)

AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE AND SHALL CONFORM TO VSMH STD.

6.6 TEMPORARY SEEDING (TS): SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS

CONCENTRATED RUNOFF.

SLOPES AND SOILS IN CRITICAL EROSION AREAS. ADDITIONALLY, RIPRAP SLOWS THE VELOCITY OF

AND IN CONFORMANCE WITH VSMH STD. AND SPEC. C-ECM-13. RIPRAP PROTECTS AND STABILIZES

6.5 RIPRAP (RR): SHALL BE INSTALLED AS SHOW ON THE EROSION AND SEDIMENT CONTROL PLANS

6.4 OUTLET PROTECTION (OP): THERE IS NO OUTLET PROTECTION ON THIS PROJECT.

ARE PROVIDED IN ORDER TO FILTER RUNOFF BEFORE IT ENTERS THE STORM DRAINAGE SYSTEM.

CONTROL PLAN AND IN CONFORMANCE WITH VSMH STD. AND SPEC. C-SCM-04. INLET PROTECTIONS

6.3 INLET PROTECTION (IP) SHALL BE INSTALLED AS SHOWN ON THE EROSION AND SEDIMENT

6.2 SUPER SILT FENCE (SSF) SEDIMENT BARRIERS ARE NOT PROPOSED FOR THIS PROJECT.

CONSTRUCTION ENTRANCE IS NOT PROPOSED FOR THIS PROJECT.

6.1 CONSTRUCTION ENTRANCE (CE) AND CONSTRUCTION ROAD STABILIZATION (CRS): A

6. EROSION AND SEDIMENT CONTROL MEASURES:

CREEK, AND ANY DISTURBED SLOPES STEEPER THAN 2:1.

5.1 CRITICAL EROSION AREAS ON SITE INCLUDE HAPPY CREEK, THE CHANNEL BANKS ALONG HAPPY

5. CRITICAL EROSION AREAS:

SITE SOILS, THE SOILS ARE ANTICIPATED TO BE "MODERATE ERODIBILITY".

4.3 BASED ON A REVIEW OF THE AVAILABLE SUB-SURFACE INVESTIGATIONS AND KNOWLEDGE OF ON-

THIS SOIL IS OCCASSIONALLY FLOODED OR PONDED.

AND TERRACES. THIS SOIL IS NATURALLY WELL DRAINED WITH A MEDIUM SHRINK-SWELL POTENTIAL.

SLOPES GENERALLY 2 TO 7 PERCENT. THIS COMPONENT IS FOUND ON METABASALT FOOTSLOPES

LOAM PARENT MATERIAL FORMED IN WEATHERED PRODUCTS OF GREENSTONE AND SANDSTONE WITH

HAWKSBILL COBBLY LOAM, 2 TO 7 PERCENT SLOPES, OCCASIONALLY FLOODED. HAWKSBILL COBBLY

4.2 PER THE USDA WEB SOIL SURVEY (WSS), THE SOIL TYPE WITHIN THE PROJECT LIMITS IS

CURRENTLY IN-PLACE ARE EITHER NATIVE IN-SITU SOILS OR FROM PRIOR GRADING ACTIVITIES.

PERFORMED FOR THIS PROJECT ASSOCIATED WITH THE PROPOSED BRIDGE. THE SOILS THAT ARE

4.1 A DETAILED SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION WAS NOT

4. SOILS:

FRONT ROYAL FOR REVIEW AND APPROVAL. SEE NOTE ON TITLE SHEET FOR ADDITIONAL INFORMATION.

ALL PERMITS AND SUBMITTING PROPER EROSION AND SEDIMENT CONTROL PLANS TO THE TWON OF

OFFSITE LOCATION. THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING THE SITE AND OBTAINING

IT IS ANTICIPATED THAT WASTE MATERIAL FROM THIS SITE WILL NEED TO BE DISPOSED OF AT AN

3.2 OFF SITE AREAS:

IS A WALKING PATH THAT RUNS PARALLEL TO HAPPY CREEK.

3.1 TO THE EAST IS A SHARED USE PATH THAT RUNS PARALLEL TO HAPPY CREEK. TO THE WEST

3. ADJACENT AREAS:

THE EAST SIDE OF HAPPY CREEK SHEET FLOWS TO HAPPY CREEK

INLET TO COLLECT RUNOFF ON EAST PROSPECT STREET THAT FLOWS FROM THE BRIDGE APPROACH.

2.3 AN EXISTING STORM DRAIN SYSTEM ON THE WEST SIDE OF HAPPY CREEK UTILIZES A GRATE

PROSPECT STREET BRIDGE.

THE PROJECT AREA GENERALLY SLOPES TOWARD HAPPY CREEK THAT RUNS UNDER THE EAST

2.2 SLOPES/TOPOGRAPHY: THE EXISTING TOPOGRAPHY IS SHOWN ON THE E&SC SHEET (ES-3).

NORTH SIDE AND CURB AND GUTTER ALONG THE SOUTH SIDE.

HAPPY CREEK. EAST PROSPECT STREET IS ASPHALT PAVED WITH GRASS SHOULDER ALONG THE

WITH SOUTH COMMERCE AVENUE. THE MAJORITY OF THE SITE IS PAVED AREA THAT DRAINS TOWARDS

OF EAST PROSPECT STREET WITH FRONT STREET AND THE INTERSECTION OF EAST PROSTPECT STREET

2.1 LAND COVER: THE EXISTING SITE IS A BRIDGE OVER HAPPY CREEK BETWEEN THE INTERSECTIONS

2. EXISTING SITE CONDITIONS:

HANDBOOK".

STANDARDS VOL. 1, AND THE LATEST EDITION OF THE "VIRGINIA STORMWATER MANAGEMENT

ACCORDANCE WITH VDOT DETAILS FOUND IN THE LATEST EDITION OF THE ROAD AND BRIDGE

PLANS AND AS OUTLINED IN THIS E&SC NARRATIVE. THE E&SC MEASURES SHALL BE INSTALLED IN

SEDIMENT CONTROL (E&SC) MEASURES SHALL BE PROVIDED AS SHOWN AND SPECIFIED ON THESE

1.3 TO MINIMIZE THE POTENTIAL FOR SILT-LADEN RUNOFF LEAVING THE SITE, EROSION AND

IN NO INCREASE IN IMPERVIOUS SURFACE.

1.2 APPROXIMATELY 0.13 ACRES WILL BE DISTURBED FOR THIS PROJECT. THE PROJECT WILL RESULT

HAPPY CREEK AND TO ADJUST THE APPROACHES TO THE NEW BRIDGE DECK ELEVATION.

1.1 THE PURPOSE OF THIS PROJECT IS TO REPLACE THE EAST PROSPECT STREET BRIDGE OVER

THE LOCATION OF THE PROJECT IS IN THE TOWN OF FRONT ROYAL.

1.PROJECT DESCRIPTION:

END OF EROSION & SEDIMENT CONTROL NARRATIVE

OTHER RUNOFF VIA SHEET FLOW TO HAPPY CREEK.

10.1 STORMWATER RUN-OFF FROM THE PROJECT SITE WILL BE COLLECTED BY THE EXISTING GRATE INLET, OR

10. STORMWATER MANAGEMENT

A SOIL TEST, FERTILIZATION SHOULD BE AS INDICATED ON THE SEED SCHEDULE.

AFTER PLANTING. APPLY MAINTENANCE LEVELS OF FERTILIZER AS DETERMINED BY SOIL TEST. IN THE ABSENCE OF

PLANTING TO ENSURE PROPER STAND AND DENSITY. WARM SEASON FERTILIZATION SHOULD BEGIN AT 30 DAYS

RECOMMENDATIONS. FERTILIZATION - COOL SEASON GRASSES SHOULD BEGIN TO BE FERTILIZED 90 DAYS AFTER

IMBALANCES ARE RESPONSIBLE. RE-ESTABLISH THE STAND FOLLOWING SEEDBED PREPARATION AND SEEDING

QUANTITIES OF LIME AND FERTILIZER. THE SOIL MUST BE TESTED TO DETERMINE IF ACIDITY OR NUTRIENT

SOIL TEST RESULTS. IF A STAND HAS LESS THAN 40% COVER, RE-EVALUATE CHOICE OF PLANT MATERIALS AND

IF VEGETATIVE COVER IS INADEQUATE TO PREVENT RILL EROSION, OVER-SEED AND FERTILIZE IN ACCORDANCE WITH

AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON, IF POSSIBLE.

APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT EXCESSIVE RUNOFF. RE-SEEDING - INSPECT SEEDED

ESPECIALLY LATE IN THE SEASON, IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER

IRRIGATION - NEW SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, DETERMINED TO BE FULLY ESTABLISHED UNTIL IT HAS BEEN MAINTAINED FOR ONE FULL YEAR AFTER PLANTING.

9.8 VSMH C-SSM-10 - PERMANENT SEEDING (PS) - IN GENERAL, A STAND OF VEGETATION CANNOT BE

BEEN PROPERLY STABILIZED.

ERODE. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS

TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT

ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE

AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO

9.5 VSMH STD C-SCM-04 - STORM DRAIN INLET PROTECTION (IP) - THE STRUCTURE SHALL BE INSPECTED

AND SEEDED.

THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED

REMOVED WHEN DEPOSITS REACH A DEPTH OF 6-INCHES. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER

REPLACED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE

THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE

RUNS AND UNDERCUTTING. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO

IMMEDIATELY. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END

RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE

9.4 VSMH STD C-PCM-04 - SILT FENCE (SF): SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH

ENTRANCE PROPOSED FOR THIS PROJECT.

9.3 VSMH STD C-SCM-03 - TEMPORARY STONE CONSTRUCTION ENTRANCE (CE) - THERE IS NO CONSTRUCTION

ITEM.

THE ITEMS LISTED BELOW WILL BE CHECKED IN ACCORDANCE WITH THE REQUIREMENTS FOR EACH PARTICULAR

9.2 ALL E&SC AND SWM MEASURES WILL BE CHECKED DAILY AND AFTER EACH RUNOFF-PRODUCING RAINFALL.

REQUIRED BY THE MANUFACTURER.

SEDIMENT CONTROL MEASURES AS OUTLINED IN THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK AND AS

9.1 THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL MAINTENANCE REQUIREMENTS OF THE EROSION AND

9. INSPECTION & MAINTENANCE REQUIREMENTS:

TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.

UNIFORMLY SPREAD OVER THE AREA AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF

AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT SHALL BE CAREFULLY REMOVED OR

FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE

8.3 ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER

AND ORGANIZED MANNER.

THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES. THIS WORK SHALL BE DONE IN A CAREFUL, NEAT, AND DRAINAGE FLOWS ARE FUNCTIONING ACCORDING TO DESIGN, THE CONTRACTOR MAY THEN BEGIN TO REMOVE

DETERMINED THAT EROSION OR SEDIMENTATION IS NO LONGER OCCURRING ON THE SITE OR AT ITS BOUNDARIES,

8.2 FOLLOWING THE COMPLETION OF DEVELOPMENT AND STABILIZATION OF ALL AREAS, AND IT HAS BEEN

TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE (1) YEAR.

DORMANT (UNDISTURBED) FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT STABILIZATION SHALL BE APPLIED

APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN

DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE

OPERATION. PERMANENT OR TEMPORARY STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7)

CONTRACTOR SHALL IMMEDIATELY PROCEED WITH CLEARING, GRUBBING, DEMOLITION, AND PERMANENT GRADING

8.1 AFTER THE INSTALLED EROSION AND SEDIMENTATION CONTROL DEVICES ARE FOUND TO BE FUNCTIONAL, THE

8. PERMANENT STABILIZATION/REMOVAL OF MEASURES:

FEATURES.

HOLDER. THE RLD SHALL BE RESPONSIBLE FOR ENSURING CLEAN UP AND REMOVAL OF TEMPORARY E&SC

TEMPORARY E&SC MEASURES SHALL BE CLEANED UP AND REMOVED BY THE CONTRACTOR OR RLD LICENSE

7.8 AFTER PERFORMANCE OF THE WORK OF THE PROJECT AND UPON ACHIEVING ADEQUATE STABILIZATION, THE

OF WORK IS FOLLOWED.

RESPONSIBLE TO ENSURE THE MEASURES SPECIFIED HEREIN ARE INSTALLED AND MAINTAINED AND THE SEQUENCE

7.7 THE PROJECT SUPERINTENDENT OR THE RESPONSIBLE LAND DISTURBER (RLD) SHALL BE DIRECTLY

GRADING.

7.6 TEMPORARY SEEDING (TS) OR OTHER STABILIZATION MEASURES SHALL BE PLACED IMMEDIATELY FOLLOWING

7.5 OUTLET PROTECTION IS NOT REQUIRED FOR THIS PROJECT.

7.4 INLET PROTECTION SHALL BE INSTALLED PRIOR TO BEGINNING CONSTRUCTION ON THE BRIDGE OR ROADWAY.

SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTLLATION.

7.3 PERIMETER MEASURES SHALL BE INSTALLED AS THE FIRST STEP IN THE GRADING OPERATION AND SHALL BE

7.2 THE LIMITS OF DISTURBANCE SHALL BE CLEARLY MARKED PRIOR TO THE START OF WORK.

AS QUICKLY AS POSSIBLE. REFER TO THE "GENERAL SEQUENCE OF WORK" FOR ADDITIONAL INFORMATION.

7.1 CONSTRUCTION SHALL BE SEQUENCED SO LAND DISTRUBING AND GRADING OPERATIONS CAN BEGIN AND END

7. MANAGEMENT STRAGETY AND SEQUENCE OF CONSTRUCTION:

END OF GENERAL SEQUENCE OF WORK

DEVICE.

AND SEDIMENTATION. IF DEWATERING IS REQUIRED, WATER SHALL BE PUMPED TO AN APPROVED FILTERING

THE REMOVAL OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION

AUTHORIZED BY THE E&SC INSPECTOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM

FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE

9.3 ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER

9.2 UPON STABILIZATION OF ALL DISTURBED SURFACES, CALL-FOR FINAL INSPECTIONS.

THAT IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT EROSION.

9.1 PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED

9. REMOVAL OF MEASURES:

E&SC NARRATIVE.

SEDIMENT CONTROL MEASURES AS OUTLINED IN THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK AND THE

THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL MAINTENANCE REQUIREMENTS OF THE EROSION AND

8.1 ALL E&SC AND SWM MEASURES WILL BE CHECKED DAILY AND AFTER EACH RUNOFF-PRODUCING RAINFALL.

8. MAINTENANCE OF E&SC MEASURES:

FLOWING STREAMS OR OFF-SITE PROPERTY.

SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT

7.1 EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED

7. DEWATERING OPERATIONS::

POSSIBLE.

6.8 FOR PERMANENT STABILIZATION OF DISTURBED AREAS, APPLY SEEDING OR RIPRAP AS SOON A PRACTICALLY

FINAL GRADE IS REACHED. INSTALL PERMANENT RIPRAP WHERE REQUIRED ON THE PLANS.

AREA AND CUT SLOPES THAT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS AND/OR WHEN

PRACTICAL. APPLY TEMPORARY SEEDING (TS), OR TOPSOIL (TO) AND PERMANENT SEEDING (PS), TO DISTURBED

6.7 AS EXCAVATION PROGRESSES AND IS COMPLETED, PLACE THE SITE TO FINISHED GRADE AS SOON AS

6.4 SEE BRIDGE PLANS FOR STRUCTURE REQIREMENTS.

OFF OR FOR USE IN BACKFILLING FOUNDATIONS.

COMPACT EXCAVATIONS IN ACCORDANCE WITH THE PLAN. STOCKPILE EXCESS SUITABLE MATERIAL FOR HAUL-

6.3 IT IS ANTICIPATED THAT GRADING FOR THE NEW BRIDGE ABUTMENTS WILL BEGIN FIRST. PLACE AND

FINISHED GRADED AREAS.

6.2 WHILE NOT ANTICIPATED, BUT WHERE FOUND - STRIP TOPSOIL AND PLACE IN A STOCKPILE FOR RE-USE ON

ACCORDANCE WITH THE CONTOURS AND LINES SHOWN ON THE PLANS.

6.1 MASS GRADING IS LIMITED TO THE AREA OF THE BRIDGE ABUTMENTS AND WINGWALLS. BEGIN GRADING IN

6. MASS GRADING:

WORK PROGRESSES. BURNING OF CLEARED VEGETATION WILL NOT BE PERMITTED.

ONLY AS WORK IS TO START IN A SPECIFIC AREA). REMOVE CLEARED VEGETATION FROM WORK SITE AS THE

CONSIDER STAGING DEMOLITION, LANDSCAPE / VEGETATION CLEARING AND REMOVAL (I.E. REMOVE VEGETATION

/ EARTHEN LEVEL PROTECT ALL EXISTING STORM DRAIN INLET AND PIPES WITH INLET PROTECTION MEASURES.

5. BEGIN DEMOLITION OF THE EXISTING BRIDGE AND SITE FEATURES. AS WORK PROGRESSES TO THE SUBGRADE

FINDINGS/RECOMMENDATIONS.

ADJUSTMENTS AND/OR ADD ADDITIONAL MEASURES BASED ON INSPECTION BY E&SC INSPECTOR

ADJUSTMENTS AS NEEDED TO ENSURE COMPLIANCE WITH THE SPECIFICATIONS SHOWN ON THE PLANS AND MAKE

4.2 UPON COMPLETION OF ABOVE TASKS CALL FOR INSPECTION OF THE INSTALLED MEASURES. MAKE

RUNOFF.

THE LAND DISTURBANCE LIMITS WHERE SHOWN ON THE E&SC PLAN SHEETS OR WHERE REQUIRED TO CONTROL

4.1 INSTALL SILT FENCE (SF), DIVERSIONS, OR OTHER APPROVED SEDIMENT BARRIER ALONG THE PERIMETER OF

4. PERIMETER MEASURES:

SEPARATE CONSTRUCTION ENTRANCE FOR ANY ADDITIONAL AREAS.

EXCESS MUD, DIRT, AND DUST OUTSIDE OF THE WORK ZONE. THE CONTRACTOR MAY NEED TO CONSTRUCT A

FOR ANY LAYDOWN YARDS OR STAGING AREAS TO ENSURE VEHICLES LEAVING THOSE AREAS DO NOT TRACK

INSPECTOR) A VEHICLE WASH-DOWN AREA SHALL BE REQUIRED. THE CONTRACTOR SHALL MAKE PROVISIONS

INSPECTOR). IF EXCESS MUD, DIRT, AND DUST CANNOT BE CONTROLLED (AS DETERMINED BY TOWN E&SC

SWEEP / CLEAN THE AREA AT THE END OF EACH DAY OR AS NEEDED (AS DETERMINED BY TOWN E&SC

VEHICLES LEAVING THE WORK AREA ARE FREE OF EXCESS MUD, DIRT, AND DUST . THE CONTRACTOR SHALL

AS THE CONSTRUCTION ENTRANCE AREA FOR THE WORK OF THE PROJECT. THE CONTRACTOR SHALL ENSURE

CONSTRUCTION ENTRANCE (CE) IS NOT PROPOSED. THE CONTRACTOR MAY USE THE EXISTING ASPHALT ROAD

3.1 BASED ON THE EXTENT AND NATURE OF THE LAND DISTURBANCE, A TRADITIONAL STONE / ROCK

3. CONSTRUCTION ENTRANCE (CE):

2. FLAG THE LIMITS OF LAND DISTURBANCE.

APPROVAL OF WRITTEN AMENDMENTS OR APPROVED FIELD REVISIONS.

SEDIMENT CONTROL ORDINANCE. THE GENERAL SEQUENCE OF WORK MAY BE ALTERED UPON SUBMISSION AND

EROSION AND SEDIMENT CONTROL REGULATIONS AND THOSE CONTAINED IN THE WARREN COUNTY EROSION AND

1.3 THE CONTRACTOR SHOULD BE FAMILIAR WITH AND AWARE OF THE SEQUENCING PROVISIONS OF THE VIRGINIA

SEDIMENT CONTROL PLAN.

INTENDED TO ADDRESS EACH AND EVERY REQUIRED STEP TO COMPLY WITH THE INTENT OF THE EROSION AND

DISTURBER (RLD) WITH SPECIFIC DIRECTION REGARDING MEANS AND METHODS OF CONSTRUCTION NOR IS IT

1.2 THIS SEQUENCE OF WORK IS NOT INTENDED TO PROVIDE THE CONTRACTOR AND/OR THE RESPONSIBLE LAND

CHRONOLOGICALLY IN ACCORDANCE WITH THE GENERAL SEQUENCE OF WORK OUTLINED BELOW.

AND PROPERTIES, THE WORK OF THE PROJECT SHOULD BE STAGED AND EXECUTED GENERALLY

1.1 IN ORDER TO MINIMIZE THE POTENTIAL FOR SOIL EROSION AND SEDIMENTATION OF DOWNSTREAM WATERWAYS

1. GENERAL:

GENERAL SEQUENCE OF WORK:

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NOTES

EROSION AND SEDIMENT CONTROL

METHOD OF COMPLIANCE THERE ARE NO CHANNELS OR PIPES PROPOSED ON THIS PROJECT.

both the conveyance channel and receiving channel.

adequate outlet protection and any required temporary or permanent channel lining shall be installed in

MS-11: Before newly constructed stormwater conveyance channels or pipes are made operational, INSTALLATION OF THESE MEASURES.

PLAN SHEETS AND IN THE NARRATIVE. THE GENERAL WORK SEQUENCE SPECIFIES THE TIMING FOR

METHOD OF COMPLIANCE - INLET PROTECTION (IP) DEVICES ARE SPECIFIED AND SHOWN ON THE E&SC treated to remove sediment.

sediment-laden water cannot enter the conveyance system without first being filtered or otherwise

MS-10: All storm sewer inlets that are made operable during construction shall be protected so that

REVISION.

METHOD OF COMPLIANCE IF ENCOUNTERED DURING CONSTRUCTION IT WILL BE ADDRESSED WITH PLAN

MS-9: Whenever water seeps from a slope face, adequate drainage or other protection shall be provided.

DRAIN STRUCTURE IS PROPOSED.

METHOD OF COMPLIANCE - NOT APPLICABLE. NO TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE temporary or permanent channel, flume or slope drain structure.

MS-8: Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate

METHOD OF COMPLIANCE - ALL NEWLY GRADED SLOPES ARE TO BE STABILIZED WITH TEMPORARY SEEDING.

provided with additional slope stabilizing measures until the problem is corrected.

Slopes that are found to be eroding excessively within one year of permanent stabilization shall be

MS-7: Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion.

METHOD OF COMPLIANCE - NOT APPLICABLE. NO SEDIMENT TRAP (ST) IS PROPOSED.

conditions expected to exist while the sediment basin is utilized.

Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those minimum, maintain the structural integrity of the basin during a 25-year storm of 24-hour duration.

sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a

b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or and the trap shall only control drainage areas less than three acres.

a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area drainage area to be served by the trap or basin.

MS-6: Sediment traps and sediment basins shall be designed and constructed based upon the total

E&S CONTROLS ON THIS SITE.

METHOD OF COMPLIANCE - NOT APPLICABLE. THERE ARE NO EARTHEN STRUCTURES REQUIRED FOR THE immediately after installation.

MS-5: Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions

REQUIREMENTS.

REFER TO THE GENERAL NOTES, NARRATIVE, AND SEQUENCE OF WORK FOR ADDITIONAL INFORMATION AND

PLAN SHEETS AND ARE SPECIFIED TO BE INSTALLED PRIOR TO MAJOR LAND DISTURBANCE ACTIVITIES.

METHOD OF COMPLIANCE - THESE PERIMETER SEDIMENT TRAPPING MEASURES ARE SHOWN ON THE E&SC be made functional before upslope land disturbance takes place.

intended to trap sediment shall be constructed as a first step in any land-disturbing activity and shall

MS-4: Sediment basins and sediment traps, perimeter dikes, sediment barriers and other measures

3) AND DETAIL SHEETS AS WELL AS THE NARRATIVE AND SEQUENCE OF WORK.

METHOD OF COMPLIANCE - PERMANENT SEEDING (PS), IS SHOWN AND SPECIFIED ON THE E&SC PLAN (ES-is uniform, mature enough to survive and will inhibit erosion.

stabilized.

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 Jun 12, 2026.