Construction Plans.pdf

PDF 7 MB Posted Apr 16, 2026

Attached to: Waterline Extension Phase 2
Solicitation number: IFB-115742
Issued by: York County, Virginia

About this file

Written by GovTribe AI · Apr 20, 2026

This is a Construction Plans document for the Town of Montross Waterline Extension Part 2 project located in Westmoreland County, Virginia, prepared by ARM Group LLC. The project involves the installation of a 6-inch C-900 PVC waterline extension across Kings Highway (Route 3) and Carver Street to replace and extend the Town of Montross water production system. The construction plans include 4,650 linear feet of 6-inch PVC pipe, 10 gate valves with boxes, 110 linear feet of jack and bore installation, 3,000 linear feet of service laterals with 60 service lateral connections, and 5 fire hydrant assemblies. The plans comprise 10 sheets detailing overall layout, Kings Highway plan and profile sections, Carver Street plan and profile, erosion and sediment control measures, waterline notes and details, and traffic control procedures. Work activity in the roadway is limited to 9:00 a.m. to 5:00 p.m. Monday through Friday, with specific holiday restrictions outlined. The contractor must provide 48 hours advance notification to the Town at (804) 493-9623 prior to commencement of land disturbance activities and must call Miss Utility at 811 prior to beginning construction.

The contractor bears responsibility for obtaining all necessary local, state, and federal permits and must comply with VDOT 2020 Road and Bridge Specifications and Virginia Erosion and Sediment Control Handbook standards. All construction materials shall conform to Virginia Department of Transportation standards except where Town of Montross standard specifications apply. The contractor is liable for damage to existing structures or utilities through negligence and must verify all utility locations before commencing work. All disturbed areas, including grassed areas and driveways, must be restored to original condition with grass development achieving at least 85% coverage. Pavement cuts are not permitted by VDOT. The project engineer is M. Scott Courtney, P.E., at ARM Group, and the Town contact is Francine G. Taylor, Town Manager. Erosion and sediment control measures must be installed as the first step in clearing, with no disturbed area remaining denuded for more than 30 calendar days. The Transportation Management Plan specifies this as a Type "B" Traffic Management plan with no off-site detour necessary, utilizing temporary traffic control applications in accordance with the 2011 Virginia Work Area Protection Manual.

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Other files

File	Type	Posted
Addendum #2_ Bids Receive Date Updated 4-9-26.pdf	PDF	Apr 16, 2026
Technical Specifications.pdf	PDF	Apr 16, 2026
Addendum 1 Montross Waterline extension Part 2.pdf	PDF	Apr 16, 2026
Addendum #3_ Responses to Bidders Questions 4-10-26.pdf	PDF	Apr 16, 2026
Addendum #5_ Bid Form Revised 4-16-26.pdf	PDF	Apr 16, 2026
Bid Document.pdf	PDF	Apr 16, 2026
Addendum #4_ Road Crossing Detail Revision- HDPE Casing 4-14-26.pdf	PDF	Apr 16, 2026

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G-1 TITLE SHEET

G-2 GENERAL NOTES

C-1 OVERALL AND KEYMAP PLAN

C-2 KINGS HIGHWAY - RT 3 PLAN AND PROFILE - 1

C-3 KINGS HIGHWAY - RT 3 PLAN AND PROFILE - 2

C-4 CARVER STREET PLAN AND PROFILE

C-5 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

C-6 WATERLINE NOTES AND DETAILS - 1

C-7 WATERLINE NOTES AND DETAILS - 2

C-8 TRAFFIC CONTROL NOTES AND DETAILS - 1

C-9 TRAFFIC CONTROL NOTES AND DETAILS - 2

1. TOPOGRAPHY OBTAINED FROM SURVEY DATA COMPILED BY ARM GROUP DATED MARCH, 2024.

2. LOCATION OF EXISTING SEWER, WATER AND GAS PIPES, CONDUITS, UTILITIES AND OTHER STRUCTURES ACROSS UNDERNEATH, OR OTHERWISE ALONG THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE DRAWINGS, AND IF SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGE DONE TO ANY STRUCTURES OR PROPERTY THROUGH HIS NEGLIGENCE OR CARELESSNESS. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UTILITIES AND STRUCTURES (UNDERGROUND/ABOVE GROUND), WHETHER SHOWN ON THE DRAWINGS OR NOT, IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE DRAWINGS OR UPON DISCOVERY

OF ANY UTILITY NOT SHOWN.

3. CONTRACTOR SHALL CALL "MISS UTILITY" AT (800) 552-7001 OR 811 PRIOR TO BEGINNING CONSTRUCTION.

4. CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL PERMITS. CONTRACTOR SHALL COORDINATE WITH TOWN OF MONTROSS OFFICIALS TO DETERMINE WHICH PERMITS HAVE ALREADY BEEN PROCESSED AND WHICH

PERMITS MUST STILL BE OBTAINED.

5. CONTRACTOR SHALL PROVIDE THE TOWN AT LEAST 48 HOURS NOTIFICATION AT (804) 493-9623 PRIOR TO

COMMENCEMENT OF ANY LAND DISTURBANCE ACTIVITIES.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR REPAIR OF ANY STRUCTURES, DRIVEWAYS, FENCES, LIGHT POLES, TREES, SHRUBS, ETC. LOCATED IN THE RIGHT-OF-WAY OR ON THE OWNER'S PROPERTY THAT ARE IMPACTED BY CONSTRUCTION OR DAMAGED DURING CONSTRUCTION. GRASSED AREAS SHALL BE TOPSOILED, SEEDED, AND MULCHED; THEN MAINTAINED UNTIL THE GRASS DEVELOPMENT IS MATURE WITH AT LEAST 85% COVERAGE OR MATURE ENOUGH TO INHIBIT EROSION, IN THE OPINION OF THE ENVIRONMENTAL AUTHORITY. PAVED AND GRAVELED

AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION.

7. PAVEMENT CUTS ON THIS PROJECT ARE NOT PERMITTED BY VDOT.

8. THE CONTRACTOR SHALL ABANDON EXISTING WATER LINES NOT REQUIRED IN THE COMPLETED SYSTEM AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL CLEAN ABANDONED PIPE OF DEBRIS AND PLUG IT WITH CLASS A3 CONCRETE AT OPEN ENDS PER VDOT 2020 ROAD AND BRIDGE SPECIFICATIONS, SECTION 520.03.

9. CONTRACTOR SHALL MAINTAIN CONTINUES ACCESS TO BUSINESSES AND COORDINATE WITH ALL PROPERTY OWNERS AT LEAST 2 WEEKS BEFORE DISRUPTION OF ACCESS TO PROPERTY. MAKE ACCOMMODATIONS FOR SPECIAL

CONDITIONS (ADA ACCESSIBILITY, HEALTH ISSUE, ETC.)

GENERAL NOTES

COMMUNICATION INFORMATION

OWNER:

TOWN OF MONTROSS

15869 Kings Highway PO Box 126 Montross, VA 22520 Phone: (804) 493-9623 Fax: (804) 493-9036 Contact: Francine G. Taylor (Town Manager) Email: ftaylor@townofmontross.org

CIVIL ENGINEER:

ARM GROUP

9560 Kings Charter Drive Ashland, Virginia 23005-6160 Phone: (804) 550-9200 Fax: (804) 550-9259 Contact: M. Scott Courtney, P.E.

Email: scourtney@armgroup.net

THIS DRAWING, ITS CONTENTS, AND EACH COMPONENT OF THIS DRAWING ARE THE

PROPERTY OF AND PROPRIETARY TO ARM GROUP INC. AND SHALL NOT BE REPRODUCED

OR USED IN ANY MANNER EXCEPT FOR THE PURPOSE IDENTIFIED ON THE TITLE BLOCK,

AND ONLY BY OR ON BEHALF OF THIS CLIENT FOR THE IDENTIFIED PROJECT UNLESS

OTHERWISE AUTHORIZED BY THE EXPRESS, WRITTEN CONSENT OF ARM GROUP INC.

LOCATION MAP

SCALE: 1" = 2000'

Base map from the following USGS 71 2 minute quadrangle: Montross dated 2016.

SHEET NO. DESCRIPTION

TOWN OF MONTROSS

WATERLINE EXTENSION PART 2

CONSTRUCTION PLANS

WESTMORELAND COUNTY, VIRGINIA

LIST OF SHEETS

N O

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PROJECT AREA

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LIC. NO. 29183

AutoCAD SHX Text

M. SCOTT COURTNEY

LEGEND

EXISTING GROUND SURFACE

ELEVATION CONTOURS (FT.)

EXISTING PAVED ROAD

EXISTING UNPAVED ROAD

EXISTING UTILITY POLE

OE OE EXISTING OVERHEAD ELECTRIC

UE UE EXISTING UNDERGROUND ELECTRIC

EXISTING TREELINE

>> EXISTING STORMWATER CHANNEL / SWALE

EXISTING WETLAND

AREA OF INVESTIGATION

EXISTING EASEMENT

EXISTING UTILITY EASEMENT

EXISTING MUNICIPAL BOUNDARY

EXISTING ADJOINING PROPERTY LINE

EXISTING RIGHT OF WAY

EXISTING RESOURCE MANAGEMENT AREA

EXISTING RESOURCE PROTECTION AREA

EXISTING USDA SOIL BOUNDARY

AND DESCRIPTOR

ArM

STATE BOUNDARY LINE

EXISTING SOIL STOCKPILE BOUNDARY

EXISTING TOWNSHIP BOUNDARY

EXISTING SEDIMENT BASIN

EXISTING BUILDING / STRUCTURE

EXISTING CEMETERY

EXISTING CONCRETE PAD

EXISTING DITCH

EXISTING DIVERSION BERM

EXISTING DIVERSION DIKE

EXISTING DIVERSION TERRACE

EXISTING FENCELINE

EXISTING 100 YEAR FLOODPLAIN

(FROM FEMA, DATED ##/##/####)

EXISTING GUIDERAIL

EXISTING FLOODWAY

(50' FROM TOP OF BANK)

EXISTING UNPAVED ACCESS ROAD

EXISTING ROAD CENTERLINE

EXISTING DRIVEWAY

EXISTING TRAFFIC FLOW DIRECTION

EXISTING SIDEWALK

EXISTING SIGN

EXISTING SHED

EXISTING BAFFLE

EXISTING SHOULDER

0.00' EXISTING SPOT ELEVATION

EXISTING RIP-RAP

EXISTING STREAM / WATERCOURSE

EXISTING TRAIL

EXISTING TREE

EXISTING BRUSHLINE

EXISTING WALL FEATURE / RETAINING WALL

EXISTING WETLANDS

EXISTING CULVERT

E EXISTING ELECTRICAL METER

Y D EXISTING FIRE HYDRANT

EXISTING DROP INLET

S EXISTING SEWER MANHOLE

EXISTING LIGHT POLE

EXISTING FORCEMAINFM FM

EXISTING SEWER LINES S S

EXISTING LAMP POST

EXISTING SPRINKLER HEAD

EXISTING STORM SEWER PIPE

T T EXISTING TELEPHONE LINE

T EXISTING TELEPHONE PEDESTAL

EXISTING VALVE

W EXISTING WATER METER

W W EXISTING WATER LINE

10000

100.00

EXISTING BENCHMARK / CONTROL POINT

LEGEND

A CROSS-SECTION LOCATION

0+00 1+00 A'

DETAIL NUMBER

SHEET ON WHICH DETAIL IS REFERRED

PROPOESED ALIGNMENT

0+00 1+00

ALIGNMENT CROSS SECTION LINE6+00

NOTE: LEGEND IS TYPICAL, NOT ALL OBJECTS IN LEGEND APPEAR IN PLAN. NOTE: LEGEND IS TYPICAL, NOT ALL OBJECTS IN LEGEND APPEAR IN PLAN.

PROPOSED FINAL GRADE CONTOURS1000

PROPOSED CLEARING LIMITS

PROPOSED UTILITY EASEMENT

PROPOSED LIMIT OF DISTURBANCE

PROPOSED LOT LINE

PROPOSED PROPERTY BOUNDARY LINE

PROPOSED RIGHT OF WAY

PROPOSED DITCH

X X PROPOSED CONSTRUCTION FENCE

PROPOSED ROCK

CONSTRUCTION ENTRANCE

SB SB PROPOSED STRAW BALE BARRIER

SF SF PROPOSED SILT FENCE

SSF SSF PROPOSED SUPER SILT FENCE

PROPOSED ROCK CHECK DAM

PROPOSED INLET PROTECTION

PROPOSED OUTLET PROTECTION

PROPOSED SIGN

0.00' PROPOSED SPOT ELEVATION

PROPOSED TREELINE

E PROPOSED ELECTRICAL METER

Y D PROPOSED FIRE HYDRANT

PROPOSED VALVE

W PROPOSED RELOCATED WATER METER

PROPOSED WATER LINE

EXISTING

PROPOSED

GENERAL CONSTRUCTION NOTES

1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE LATEST EDITION OF STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION, EXCEPT WHERE TOWN OF

MONTROSS STANDARD SPECIFICATIONS AND DETAILS ARE APPLICABLE.

2. THE CONTRACTOR SHALL FOLLOW ALL LOCAL, STATE AND FEDERAL SAFETY REGULATIONS AND

PROCEDURES THAT ARE APPLICABLE IN THE CONSTRUCTION OF THE PROPOSED WORK.

3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD BEFORE STARTING CONSTRUCTION, AND NOTIFY ENGINEER IF SITE CONDITIONS ARE MATERIALLY DIFFERENT FROM THE

DRAWINGS.

4. THE CONTRACTOR SHALL CALL MISS UTILITY OF CENTRAL VIRGINIA (811) FOR VERIFICATION OF

UTILITIES PRIOR TO STARTING WORK.

5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE AND FEDERAL PERMITS REQUIRED AT

THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL

CONDITIONS AND REQUIREMENTS OF THE PERMITS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE TO SEE THAT ALL EROSION AND SEDIMENT CONTROL STANDARDS ARE MET, AND THE CONTRACTOR MUST SEED AND MULCH ALL DISTURBED AREAS ALONG

WITH ALL GRADED AREAS.

7. IF THERE ARE ANY VDOT MAINTAINED SIGNS WITHIN THE CONSTRUCTION LIMITS THAT THE CONTRACTOR FEELS ARE IN THE WAY, PLEASE CONTACT VDOT AT (804) 333-3697 FOR REMOVAL AND

RE-INSTALLATION.

8. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND

STRIPING SHOWN ON THE PLANS.

9. CONTRACTOR SHALL DISPOSE OF ALL CONSTRUCTION MATERIAL OFFSITE IN AN APPROVED LOCATION

IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS.

10. A PERMIT MAY BE REQUIRED FROM THE STATE DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ).

PLEASE CONTACT DEQ AT (804) 527-5020 TO DETERMINE SPECIFIC REQUIREMENTS.

11. IT IS THE INTENT OF THESE DRAWINGS TO SHOW ALL NECESSARY WORK. ANY ITEM OF WORK NOT SPECIFICALLY SHOWN, BUT NECESSARY FOR THE PROPER COMPLETION OF THE WORK IS HEREBY

IMPLIED.

approximate basement floor benchmark bottom centerline curb and gutter corrugated metal pipe cleanout concrete depth deed book drop inlet diameter ductile iron pipe elevation elevation face of curb finished floor fire hydrant force main foot/feet feet per second garage floor gallons per minute high point invert length linear feet left maximum minimum manhole not to scale point of curvature page point of intersection point of tangency polyvinyl chloride point of vertical curve point of vertical intersection point of vertical tangent radius reinforced concrete pipe right of way right of way square state route station standard temporary bench mark top of curb typical width

APPROX

BOT

CMP

CONC

DIA

DIP

ELEV

FPS

GPM

INV

MAX

MIN

NTS

PVC

PVI

PVT

RCP

R/W

ROW

S.R.

STA

STD

TBM

TYP

Some abbreviations shown may not be used on this project.

@ at & and % percent ± plus or minus ° degree

LIST OF ABBREVIATIONS

Δ delta

PUBLIC COMMUNICATIONS PLAN

1. If any major traffic changes are to take place (lane closures, detours, etc.), the contractor shall ensure that the local newspapers, radio stations, and television stations are informed 72 hours in advance of the change. It is also required to use portable message board signs 72 hours in advance to notify the traveling public of any major changes.

2. Notification of construction start/end dates and work zone information will be entered into the VA. Traffic system.

Transportation Operations Plan:

1. The process to notify the Regional Traffic Operation Center (TOC) to place lane closure information on the 511 system and Va, Traffic will be:

a. Contractor is to advise the VDOT project inspector and/or Construction Manager (RMA) of planned lane closures a minimum of 24 hours in advance of proposed lane closure.

b. Construction Manager is to advise the Residency Maintenance Manager of proposed lane/road closure. RMA is to have (VA. Traffic) operator enter data into (VA. Traffic) and also advise TOC.

2. The following is a list of Local Emergency contact agencies:

a. Virginia State Police--800-572-2260

b. Haz-Mat Center (If Spill Involved) 911

3. Procedures to respond to Traffic Incidents that may occur in the work zone:

a. Contractor to notify Virginia State Police and VDOT inspector in charge and Regional Traffic Operation Center.

b. Depending upon severity of incident, contractor may have to shut down work.

c. Upon arrival on scene, Virginia State Police will determine response necessary to allow traveling public around incident.

d. Inspector to notify Construction Manager/Residency Administrator of incident and take pictures as necessary, especially pictures of contractor's work zone to verify the proper setup.

4. Process of notification of incident to followed is:

Contractor to call:

a. Regional Traffic Operations Center: Shift Supervisor 804-524-6000

b. District Work Zone Safety Coordinator: to be determined

c. Regional Traffic Engineer : to be determined

d. Westmoreland Sheriff's Office (804) 493-8066

5. The Virginia State Police report of the incident will be reviewed by the Residency Administrator to determine if any modification of the Temporary Control Plan is necessary. If it is necessary to alter the plan, then a meeting will be called with the contractor, VDOT personnel, VDOT safety representatives and the Virginia State Police (If Necessary) to discuss modification and implementation of an approved Traffic Control Plan.

6. The following is a list of local emergency numbers:

a. State Police: (804) 333-4026

b. Westmoreland County Sheriff's Office (804) 493-8848

c. Westmoreland County Fire Department (804) 472-2590

d. Project Personnel:

Transportation Operations, Shift Supervisor: 804-796-4520 or 1-866-378-7743 Project Inspector: to be determined Construction Project Manager: to be determined Area Construction Engineer: to be determined Resident Administrator: to be determined Town of Montross Contact: Francine Taylor (804) 493-9623 ARM Group Engineer Contact: M. Scott Courtney, P.E. 804-550-9200

e. District Work Zone Safety Coordinator:

f. District Public Affairs Manager:

g. District Preliminary Engineers Project Manager: Stephen McKeever

h. VDOT Northern Neck Residency Office: 804-333-3696

UTILITY QUANTITIES

6” C-900 PVC PIPE 4650 L.F.

6” GATE VALVE AND BOX 10 ea.

JACK & BORE 110 L.F

SERVICE LATERALS 3000 L.F.

SERVICE LATERAL CONNECTION 60 ea.

FIRE HYDRANT ASSEMBLY 5 ea.

ALL TEE'S, BENDS, REDUCERS, AND CAPS SHALL BE

INCLUDED IN UNIT PIPE PRICE.

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LIC. NO. 29183

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KINGS HIGHWAY - ROUTE 3

25 - 35 mph SPEED LIMIT

55' RIGHT OF WAY

H G

CARVER STREET

ROUTE T 1204

25 mph SPEED LIMIT

(40' RIGHT OF WAY)

C-4

C-2 C-3

RECTORY STREET

ROUTE T 1206

LYELLS STREET

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SCALE IN FEET

150 300 450

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TM 34-138B

ANDREW CHAPEL

UNITED METHODIST

CHURCH TRUSTEES

D.B. 530, PG. 447

10+00

11+00 12+00

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17+00

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PROPOSED 6" PVC

C-900 WATERLINELOCATE AND CONNECT

TO EXISTING

8" GATE VALVE

PROPOSED

8"X6" REDUCER

PROPOSED

2 - 6" 45° BENDS

PROPOSED

2 - 6" 45° BEND

" R

C P

INV. = 138.99'

INV. = 140.35

KINGS HIGHWAY - ROUTE 3

25 - 35 mph SPEED LIMIT

55' RIGHT OF WAY

VARIABLE WIDTH

PERMANENT

UTILITY

EASEMENT

D.B. ,PG.

10' WIDTH PERMANENT

UTILITY EASEMENT

D.B. ,PG.

TM 33-48A

MONTROSS BREWERY INC

D.B. 904, Pg. 1210 D.B. 169, Pg. 551 (Plat)

TM 33-46A

CHARLES W. LEMONS

LORA L. LEMONS

D.B. 974, Pg. 942

D.B. 272 PG 321 (Plat)

P.C. 1, SLIDE 2700

TM 33-46

BENJAMIN B. MORRIS

D.B. 750, Pg. 662

TM 34A1-3-4

JOHN H. MORRIS IV

D.B. 415, Pg. 823

TM 34A1-3-3

LIBERTY INVESTMENT

PROPERTIES

D.B. 941 Pg. 1346

D.B. 102, Pg. 114 (Plat)

T.M. 34A1-3-2

AMY WUSINER

TERICK WUSINER

D.B. 932, Pg. 1439

D.B. 102, Pg. 114 (Plat) TM 34A1-3-1

GREENE INC

D.B. 356, Pg. 151 D.B. 102, PG 114 (Plat)

TM 33-48

NAVRAJ GUPIA

NEERAJ GUPIA

D.B. 910, Pg. 1738

C-2 C-3

PROPOSED

6"X4" TEE

4" GATE VALVE AND BOX

6" GATE VALVES AND BOX

REPLACE AND CONNECT

EXISTING 3/4" SERVICE

LATERALS (TYPICAL)

EXISTING WATERLINE

TO BE ABANDONED IN

PLACE (SEE NOTE 8,

SHEET G-1)

EXISTING WATERLINE

TO BE ABANDONED IN

PLACE (SEE NOTE 8,

SHEET G-1)

EXISTING 8" PVC

C-900 WATERLINE

PROPOSED 52 L.F. OF

4" HDPE DIRECTIONAL

DRILL CASING PIPE

PROPOSED 52 L.F. OF

4" HDPE DIRECTIONAL

DRILL CASING PIPE

55 L.F. OF PROPOSED

2" HPDE WATERLINE

PROPOSED

6"X2" TEE

PROPOSED

2 - 6"X2" TEE

RELOCATED

METER ASSEMBLY

AND BOXG

SAW CUT EXISTING

CURB AND GUTTER

AS NECESSARY AND REPLACE

PER VDOT STANDARDS

G R

EL G

EL AS

C O

N C

TM 33-28

MEDICORP PROPERTIES INC.

D.B. 865, PG. 1011

PROPOSED 52 L.F. OF

4" HDPE DIRECTIONAL

DRILL CASING PIPE

55 L.F. OF PROPOSED

2" HPDE WATERLINE

CONNECT TO EXISTING

4" WATERLINE.

REPLACE AND CONNECT

EXISTING 3/4" SERVICE

LATERALS (TYPICAL)

55 L.F. OF PROPOSED

2" HPDE WATERLINE

O N

HORZ. 1"=30' VERT. 1"=6'

RT3 WATERLINE EXTENSION PROFILE

10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50

EXISTING GRADE

ABOVE WATER LINE

3.5'

MIN.

PROPOSED 6" PVC

C-900 WATERLINE

5°

H O

O N

5°

H O

O N

5°

H O

O N

5°

H O

O N

D C

O N

" G

8" X6

" R

U C

X2 " T

B O

X 6"

A N

D B

RESTRAINT

FROM 10+63

TO 10+96

RESTRAINT

FROM 10+05

TO 10+49 RESTRAINT

FROM 11+40

TO 11+80

6" X2

" T

6" X2

" T

6" X2

" T

3.5'

MIN.

EXISTING UNDERGROUND

ELECTRICAL LINE

175 L.F. OF 6" HDPE

PIPE DIRECTIONAL DRILLED

TO AVOID TREES

N O

F M

O N

O R

N D

C O

U N

N E

O N

P A

R T

W N

O F

M O

\T ow n of M on tro ss \0

To w n of

M on tro ss

W at er L in e

Ex t P ar t 2

\D ra w in gs \P ro du ct io n\

_W at er lin e

Pl an a nd

P ro fil e.

dw g

P lo tte d:

M ar ch

0, N o.

Re vi sio n

Da te

By de si gn ed ch ec ke d dr aw n da te pr oj ec t n o.

Th is d ra w in g, it s c on te nt s, an d ea ch c om po ne nt o f t hi s d ra w in g ar e th e pr op er ty o f an d pr op rie ta ry to

A R

M G ro up

a nd sh al l n ot b e re pr od uc ed o r u se d in a ny m an ne r e xc ep t f or th e pu rp os e id en tif ie d on th e

Ti tle

B lo ck , a nd o nl y by o r o n be ha lf of th is c lie nt fo r t he id en tif ie d pr oj ec t u nl es s o th er w is e au th or iz ed b y th e ex pr es s, w rit te n co ns en t o f A R

M G ro up

Sh ee t D

SC D

-0

En gi ne er s an d Sc ie nt is ts w w w .a rm gr ou p.

ne t

K in gs C ha rt er D ri ve

A sh la nd

, V A

A R

M G ro u p L

L C

-2

G S

H W

A Y

N A

N D

P R

-1

C-2

SCALE IN FEET

30 60 90

PLAN VIEW

C H

E (S

T C

-3

NOTE:

1. PAVEMENT CUTS ON THIS PROJECT ARE NOT PERMITTED BY VDOT.

2. CONTRACTOR SHALL REPAIR ALL DRIVEWAYS TO ORIGINAL CONDITION.

3. THE CONTRACTOR SHALL SAW CUT WHEN WATERLINE CROSSES

ASPHALT AND CONCRETE PAVEMENT.

4. THE CONTRACTOR SHALL LOCATE AND RECONNECT ALL SERVICE LINES.

ALL SERVICE LINES SHALL HAVE 3' MIN. COVER.

5. ALL SERVICE LATERALS ARE 3/4" UNLESS OTHERWISE NOTED.

6. IF METER BOXES ARE OUTSIDE THE EASEMENTS, INSTALL NEW METER

BOXES INSIDE THE EASEMENT AND RELOCATE THE METER.

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LIC. NO. 29183

E O

O E

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

T T T T T T T TT T T T T T T

T T T T T T T T T T T T T T T T T

T T

OE OE

W W W W W W W W W W W W W W W W W W W W W

W W W W

W W W

W W W W W

W W W W

W W

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMSSSSSSSSSSSSSSSSSS

S S

SSSSSSSSSSSSSSSSSSSSSSSSSSSSS

W W

18+00 19+00 20+00 21+00

22+00

23+00

24+00

25+00

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W W W W

W W W W

W W

W W W W W

PROPOSED 6" PVC

C-900 WATERLINE

KINGS HIGHWAY - ROUTE 3

50' RIGHT OF WAY

C H

G R

10' PERMANENT

UTILITY EASMENT

D.B. PG.

VARIABLE WIDTH

PERMANENT

UTILITY EASEMENT

D.B. ,PG.

TM 34A1-3-1GREENE INCD.B. 356, Pg. 151D.B. 102, PG 114 (Plat)

TM 34A1-1-1-9

RANDY D. ALVERSON

KIMBERLY ALVERSON

D.B. 816, Pg. 541 D.B. 309, Pg. 382

TM 34A1-1-1-8

LARRY E PHILLIPS

D.B. 900, Pg. 1650

D.B. 309, Pg. 382 (Plat)

TM 34A1-1-1-7C

LARRY E PHILLIPS

D.B. 900, Pg. 1650

D.B. 309, Pg. 382 (Plat)

TM 34A1-1-1-7B

WILLIAM CARROLL PEARSON

D.B. 467, Pg. 839 D.B. 111, Pg. 390 (Plat) TM-34A1-1-1-7

PATRICIA L. BALDERSON

D.B. 502 Pg. 184

D.B. 130, Pg. 294 (Plat)

TM 34A1-1-1-7A

ARLDEN M. LEWIS

DORIS M. LEWIS

D.B. 304, Pg. 802

D.B. 111, Pg. 395 (Plat)

TM 34A1-1-1-4

ROBERT ACKERMAN

AMY ACKERMAN

D.B. 917, Pg. 897 D.B. 287, Pg. 761

TM 34A1-1-1-3

EDWARD C LEMING

D.B. 938, Pg. 3009 P.C. 1, Slide 2253

TM 34A1-1-1-6

VIRGINIA ELECTRIC

& POWER COMPANY

D.B. 287, Pg. 761

STA. 25+98.70

PROPOSED

6"X6" TEE

6" GATE VALVE AND BOX

STA, 26+84

CONTRACTOR SHALL

CUT AND CAP

EXISTING 4" WATER MAIN

AND INSTALL PROPOSED

6" 45° BEND &

6"X4" REDUCER

STA. 24+43

PROPOSED

6"X2" TEE

2" GATE VALVE AND BOX

6" GATE VALVES AND BOX

REPLACE AND CONNECT

EXISTING 3/4" SERVICE

LATERALS (TYPICAL)

STA. 19+88

6" TEE

FIRE HYDRANT ASSEMBLY

(TYPICAL OF ALL HYDRANTS)

EXISTING

FIRE HYDRANT ASSEMBLY

TO BE REPLACED

(TYPICAL)

REMOVE AND STORE

EXISTING SIGN, REINSTALL

AFTER INSTALLATION OF

WATERLINERECONNECT EXISTING

3/4" WATERLINE SERVICE

EXISTING WATERLINE

TO BE ABANDONED IN

PLACE (SEE NOTE 8,

SHEET G-1)

EXISTING WATERLINE

TO BE ABANDONED IN

PLACE (SEE NOTE 8,

SHEET G-1)

REPLACE EXISTING 3/4"

VALVE AND BOX

PROPOSED 54 L.F. OF

STEEL CASING PIPE

JACK AND BORES

(SEE VDOT EP-1, SHEET

C-7)

58 L.F. OF PROPOSED

6" WATERLINE

PROPOSED

6" 22.5° BEND

PROPOSED

6" GATE VALVE AND BOX

PROPOSED 55 L.F. OF

4" HDPE DIRECTIONAL

DRILL CASING PIPE

59 L.F. OF PROPOSED

2" HPDE WATERLINE

REPLACE AND CONNECT

1" SERVICE LATERALS

LOCATE AND CONNECT TO

EXISTING 2" WATER

SERVICE LINE. REPLACE

2" GATE VALVE AND BOX

C O

N C

G R

GRAVEL

G R

ASPHALT

TM 33-38F

NASH, DOUGLAS D.

D.B. 892, Pg. 1

VARIABLE WIDTH

TEMPORARY

CONSTRUCTION

EASEMENT

D.B. ,PG.

VARIABLE WIDTH

PERMANENT

UTILITY

EASEMENT

D.B. ,PG.

RELOCATE

EXISTING

WATER METER

APPROXIMATELY 15'X10'

RECEIVING PIT OF JACK

AND BORE.

CONTRACTOR SHALL

RESTORE THE ASPHALT

TO MATCH EXISTING

CONDITION.

O N

HORZ. 1"=30' VERT. 1"=6'

RT3 WATERLINE EXTENSION PROFILE

19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50

EXISTING GRADE

ABOVE WATER LINE

3.5'

MIN.

PROPOSED 6" PVC

C-900 WATERLINE

X6 " T

R E

RESTRAINT

FROM 19+68

TO 20+08

X6 " T

B O

X 6"

B O

X2 " T

B O

X 6"

A N

D B

RESTRAINT

FROM 24+23

TO 24+63

RESTRAINT

FROM 25+78

TO 25+98

5° B

6" G

D B

O X

O N

T O

L O

D C

O N

" W

N E

5° B

(MIN.)

59 L.F. OF STEEL

CASING PIPE

JACK AND BORED

(SEE DETAIL

EP-1, SHEET C-7)

(MIN.)

G S

H W

R O

' R

H T

O F

EXISTING 4"

WATERLINE

EXISTING 8"

SANITARY SEWER

EXISTING 2"

FORCE MAIN

N O

F M

O N

O R

N D

C O

U N

N E

O N

P A

R T

W N

O F

M O

\T ow n of M on tro ss \0

To w n of

M on tro ss

W at er L in e

Ex t P ar t 2

\D ra w in gs \P ro du ct io n\

_W at er lin e

Pl an a nd

P ro fil e.

dw g

P lo tte d:

M ar ch

, 2

N o.

Re vi sio n

Da te

By de si gn ed ch ec ke d dr aw n da te pr oj ec t n o.

Th is d ra w in g, it s c on te nt s, an d ea ch c om po ne nt o f t hi s d ra w in g ar e th e pr op er ty o f an d pr op rie ta ry to

A R

M G ro up

a nd sh al l n ot b e re pr od uc ed o r u se d in a ny m an ne r e xc ep t f or th e pu rp os e id en tif ie d on th e

Ti tle

B lo ck , a nd o nl y by o r o n be ha lf of th is c lie nt fo r t he id en tif ie d pr oj ec t u nl es s o th er w is e au th or iz ed b y th e ex pr es s, w rit te n co ns en t o f A R

M G ro up

Sh ee t D

SC D

-0

En gi ne er s an d Sc ie nt is ts w w w .a rm gr ou p.

ne t

K in gs C ha rt er D ri ve

A sh la nd

, V A

A R

M G ro u p L

L C

-2

SCALE IN FEET

30 60 90

PLAN VIEW

G S

H W

A Y

N A

N D

P R

-2

C-3

NOTE:

1. PAVEMENT CUTS ON THIS PROJECT ARE NOT PERMITTED BY VDOT.

2. CONTRACTOR SHALL REPAIR ALL DRIVEWAY TO ORIGINAL CONDITION.

3. THE CONTRACTOR SHALL SAW CUT WHEN WATERLINE CROSSES ASPHALT AND CONCRETE PAVEMENT.

4. THE CONTRACTOR SHALL LOCATE AND RECONNECT ALL SERVICE LINES.

5. ALL SERVICE LATERALS ARE 3/4" UNLESS OTHERWISE NOTED.

6. IF METER BOXES ARE OUTSIDE THE EASEMENTS, INSTALL NEW METER BOXES INSIDE THE EASEMENT AND

RELOCATE THE METER.

C H

E (S

T C

-2

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LIC. NO. 29183

OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE

O E

E O

X X

S S

O E

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

O E

FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

WWWW

W W

W X X

X X

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

X X

W W

S S

W W

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

W W

WWWWW

12" RCP

" R

C P

15" RCP24

" R

C P

15" RCP

18+63

14+00 16+00 18+00

Y D

10+00

11+00

12+00

12+04

W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W

BUILDING

PROPOSED 6" PVC

C-900 WATERLINE

15' WIDTH PERMANENT

UTILITY EASEMENT

PROPOSED 45 L.F.

OF STEEL CASING

PIPE JACK AND

BORED

TYP.

PROPOSED 6" PVC

C-900 WATERLINE

PROPOSED

6" TEE

(2) 6" GATE VALVE AND BOXES

TM 34-137A

CARVER PARTNERS L P

D.B. 428, Pg. 738

TM 34A1-4-29

JOHN H. THOMPSON

D.B. 787, Pg. 1309 D.B. 104, Pg. 579 (Plat)

TM 34A1-4-27R

SCOTT T. BROSKE

MEGAN L. BROSKE

D.B. 891, Pg. 686 P.C. 1, Slide 1772

D.B. 104, Pg. 579 (Plat)

TM 34A1-4-26

KIMBERLY M. SMITH

D.B. 781, Pg. 746 D.B. 104, Pg. 579 (Plat)

TM 34A1-4-25

MARY F. BOWEN-CRAWFORD

D.B. 894, Pg. 122 D.B. 104, Pg. 579 (Plat)

TM 34A1-4-24

MARY P. CHINNIS (Trustee)

D.B. 545, Pg. 32 D.B. 104, Pg. 579 (Plat)

4A 1-

, P g.

, S lid e

TM 34-137B

THOMAS C. BROOKS III

KIMBERLY J. BROOKS

D.B. 947 Pg. 1783 D.B. 308, Pg. 817 (Plat)

TM 34A2-3-31

THOMAS C. BROOKS III

KIMBERLY J. BROOKS

D.B. 947 Pg. 1783 D.B. 179, Pg. 430 (Plat)

TM 34A1-4-1

NICHOLAS HERRING

JENNIFER HERRING

D.B. 912, Pg. 505 D.B. 104, Pg. 579 (Plat)

TM 34A1-4-2

NICHOLAS HERRING

JENNIFER HERRING

D.B. 912, Pg. 505 D.B. 104, Pg. 579 (Plat)

TM 34A1-4-3

NICHOLAS HERRING

JENNIFER HERRING

D.B. 912, Pg. 505

TM 34A2-1-3-1A

TOWN OF MONTROSS

D.B. 117, Pg. 237 D.B. 241, Pg. 706 (Plat)

TM 34A1-4-3A

PAUL L. FILKOSKI

JENNIFER L. FILKOSKI

D.B. 915, Pg. 264 P.C. 1, Slide 1400

TM 34A1-4-4

PAUL L. FILKOSKI

JENNIFER L. FILKOSKI

D.B. 915, Pg. 264 P.C. 1, Slide 1400

D.B. 104, Pg. 579 (Plat)

TM 34A1-4-21

DOROTHY J. A. JOHNSON

D.B. 958, Pg. 921 D.B. 104, Pg. 579 (Plat)

TM 34A1-4-20

JAMES T DAVIES IV

LORA A. DAVIES

D.B. 943, Pg. 2411

D.B. 104, Pg. 579 (Plat)

TM 34A1-4-19

JAMES T DAVIES IV

LORA A. DAVIES

D.B. 943, Pg. 2411

D.B. 104, Pg. 579 (Plat)

TM 34A1-4-18

LESLIE B. SISSON

SANDRA G. SISSON

D.B. 947, Pg. 107

D.B. 104, Pg. 579 (Plat)

TM 34A1-4-16

JOSEPH THIBODEAU (Trustee) DEBRA THIBODEAU (Trustee)

D.B. 966, Pg. 460 D.B. 104, Pg. 579 (Plat)

WESTMORELAND COUNTY

BOARD OF SUPERVISORS

4A 1-

Y W

. C

, P g.

, S lid e

4A 1-

B . S

G . S

N D.

, P g.

4A 1-

A M

(T ru st ee

, P g.

4A 1-

Y W

. C

, P g.

, S lid e

4A 1-

W . C

, P g.

, S lid e

20' WIDTH PERMANENT

UTILITY EASEMENT

STA.10+00.00

8"X6" TAPPING SLEEVE

AND VALVE

CARVER STREET

ROUTE T 1204

25 mph SPEED LIMIT

(40' RIGHT OF WAY)

C-4

PROPOSED 2"

BLOW OFF ASSEMBLY

(SEE DETAIL W-5.0,

SHEET C-6)

EXISTING

FIRE HYDRANT ASSEMBLY

TO BE ABANDONED AND

REMOVED

PROPOSED

6" 11.25° BEND

PROPOSED 6" PVC

C-900 WATERLINE

PROPOSED

6" TEE

FIRE HYDRANT ASSEMBLY LOCATE AND RECONNECT

TO EXISTING 3/4" SERVICE

LATERAL (TYPICAL) RELOCATE EXISTING

METER ASSEMBLY AND

METER BOX

RECONNECT WATER SERVICE

EXISTING 8"

WATERLINE

RELOCATE EXISTING

METER ASSEMBLY AND

METER BOX

RECONNECT WATER SERVICE

12" RCP

INV.=132.55

INV.=124.74

INV.=133.39

INV.=135.20

INV.=129.76INV.=127.74

INV.=128.48

INV.=128.04

PROPOSED 2"

BLOW OFF ASSEMBLY

(SEE DETAIL W-5.0,

SHEET C-6)

EXISTING

WATERLINE TO BE

ABANDONED IN PLACE

EXISTING

WATERLINE TO BE

ABANDONED IN PLACE

EXISTING

WATERLINE TO BE

ABANDONED IN PLACE

STORM SEWER

INV.=126.49 AT

WL CROSSING

133.46

3/4" SERVICE

LATERAL (TYPICAL)

1" SERVICE

LATERAL

O N

HORZ. 1"=30' VERT. 1"=6'

CARVER STREET WATERLINE EXTENSION PROFILE

10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 18+75

E O

F C

R S

EXISTING GRADE

ABOVE WATER LINE

3.5'

MIN.

PROPOSED 6" PVC

C-900 WATERLINE

W O

(MIN.)

54 L.F. OF STEEL

CASING PIPE

JACK AND BORED

(SEE DETAIL

EP-1, SHEET C-7)

EXISTING GRADE

ABOVE WATER LINE

3.5'

MIN.

PROPOSED 6" PVC

C-900 WATERLINE

50' VDOT

RIGHT OF WAY

X6 " R

6" G

D B

O X

RESTRAINT

FROM 10+00

TO 10+42

RESTRAINT

FROM 17+29

TO 18+11

X6 " T

R E

(2 ) 6

" G

A N

D B

RESTRAINT

FROM 12+50

TO 12+73

° H

O R

N D

X6 " T

R E

RESTRAINT

FROM 11+80

TO 11+95

N O

F M

O N

O R

N D

C O

U N

N E

O N

P A

R T

W N

O F

M O

\T ow n of M on tro ss \0

To w n of

M on tro ss

W at er L in e

Ex t P ar t 2

\D ra w in gs \P ro du ct io n\

_W at er lin e

Pl an a nd

P ro fil e.

dw g

P lo tte d:

M ar ch

0, N o.

Re vi sio n

Da te

By de si gn ed ch ec ke d dr aw n da te pr oj ec t n o.

Th is d ra w in g, it s c on te nt s, an d ea ch c om po ne nt o f t hi s d ra w in g ar e th e pr op er ty o f an d pr op rie ta ry to

A R

M G ro up

a nd sh al l n ot b e re pr od uc ed o r u se d in a ny m an ne r e xc ep t f or th e pu rp os e id en tif ie d on th e

Ti tle

B lo ck , a nd o nl y by o r o n be ha lf of th is c lie nt fo r t he id en tif ie d pr oj ec t u nl es s o th er w is e au th or iz ed b y th e ex pr es s, w rit te n co ns en t o f A R

M G ro up

Sh ee t D

SC D

-0

En gi ne er s an d Sc ie nt is ts w w w .a rm gr ou p.

ne t

K in gs C ha rt er D ri ve

A sh la nd

, V A

A R

M G ro u p L

L C

-2

SCALE IN FEET

30 60 90

PLAN VIEW

C A

R V

A N

D P

R O

C-4

NOTE:

1. PAVEMENT CUTS ON THIS PROJECT ARE NOT PERMITTED BY VDOT.

2. CONTRACTOR SHALL REPAIR ALL DRIVEWAY TO ORIGINAL

CONDITION.

3. THE CONTRACTOR SHALL SAW CUT WHEN WATERLINE CROSSES

ASPHALT AND CONCRETE PAVEMENT.

4. THE CONTRACTOR SHALL LOCATE AND RECONNECT ALL SERVICE

LINES.

5. ALL SERVICE LATERALS ARE 3/4" UNLESS OTHERWISE NOTED.

6. IF METER BOXES ARE OUTSIDE THE EASEMENTS, INSTALL NEW

METER BOXES INSIDE THE EASEMENT AND RELOCATE THE METER.

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LIC. NO. 29183

EROSION CONTROL NOTES

1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook, 1992 edition and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations.

2. All erosion and sediment control measures shall be placed prior to or as the first step in clearing. If during construction, additional erosion control devices are found necessary, they shall be installed as directed by the Town Inspector.

3. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times.

4. No disturbed area shall be denuded for more than 30 calendar days.

5. All storm and sanitary sewer lines not in streets shall be mulched and seeded immediately after backfill. No more than five hundred (500) feet are to be open at one time.

6. Electric power, telephone, and gas supply trenches shall be compacted, seeded and mulched immediately after backfill.

7. All temporary earth berms, diversions, and silt dams shall to be mulched and seeded for vegetative cover immediately after grading. Straw or hay mulch is required. The same applies to all soil stockpiles.

8. During construction, all storm sewer inlets shall be protected by silt traps, maintained and modified as required by construction progress.

9. Any disturbed area not paved, sodded, or built upon by November 1st, shall be seeded on that date with oats, abruzzi, rye or equivalent and mulched with hay or straw mulch. Modify as applicable depending on proposed time of construction.

10. The contractor shall inspect all erosion control measures daily and after each runoff-producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately.

11. During dewatering operations, water shall be pumped into an approved filtering device.

12. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the Town of Colonial Beach.

13. No work may occur outside the limits of disturbance shown on the approved plans. Working outside of the limits of disturbance shown on the approved plans will result in a stop work order being issued with the potential for fines being levied.

14. Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site.

15. Temporary soil stabilization shall be applied within seven (7) days to denuded areas that may not be at final grade but will remain dormant for longer than thirty (30) days.

16. During construction of the project, soil stock piles shall be stabilized or protected with sediment trapping measures.

17. Stabilization measures shall be applied to earthen structures such as dams, dikes, and diversions immediately after installation.

18. Erosion and sediment control measures shall be constructed and installed as a first step in any land-disturbing activity and shall be made functional before upslope land disturbance takes place.

Initial clearing must be the minimum required to install erosion and sediment control measures and devices.

19. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that, in the opinion of the county engineer or his designated agent, is uniform, mature enough to survive and will inhibit erosion.

20. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria:

a. No more than 500 linear feet of trench may be opened at one time

b. Excavated material shall be placed on the uphill side of trenches

c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property.

D. Restabilization shall be in accordance with the above notes.

21. All applicable federal, state, and local regulations pertaining to working in or crossing live watercourses shall be met.

22. Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by tracking onto the paved surface. Where sediment is transported onto a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a disposal area.

23. It shall be the contractor's responsibility to inspect erosion control devices daily and after every rainfall producing event. Any necessary repairs or clean up to maintain the effectiveness of the erosion control devices shall be made immediately.

24. The contractor is responsible for the installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the Town Inspector.

25. All erosion control devices shall be in place and functional at all times and if removed for construction progress, shall be replaced by the close of each workday.

26. Final removal of erosion control devices shall not occur until the Town Inspector deems the site stabilized.

27. Permanent seeding shall be in accordance with the planting and seeding notes and details.

28. Construction site operators are required to control waste such as discarded building materials, concrete truck washout, chemicals, litter, and sanitary waste at the construction site that may cause adverse impacts to water quality.

29. Construction site operators are required to control the transport of dust and other wind born contaminants as a result of land-disturbing, demolition and construction activities. The operator shall prevent the surface and air movement of airborne substances in accordance with Std and Spec 3.39 of the Virginia Erosion and Sediment Control Handbook.

30. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by all Approving Authorities (Westmoreland Caunty, DEQ, etc.).

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AutoCAD SHX Text (preferred from a water quality sandpoint), may be used provided they can

AutoCAD SHX Text supply the same amounts and proportions of plant nutrients.

AutoCAD SHX Text Other fertilizer formulations, including slow-release sources of nitrogen

AutoCAD SHX Text Grass stands only: 1000 lbs./acre 10-20-10 or equivalent nutrients, AutoCAD SHX Text Legume stands only: 1000 lbs./acre 5-20-10 (23lbs./1000 ft. ) is preferred;

AutoCAD SHX Text however, 1000 lbs./acre of 10-20-10 or equivalent may

AutoCAD SHX Text Mixed grasses and legumes: 1000 lbs./acre 10-20-10 or equivalent nutrients

AutoCAD SHX Text

AutoCAD SHX Text grade limestone (90 lbs./ft. )

AutoCAD SHX Text Piedmont and Appalachine Region: 2 tons/acre pulverized agricultural

AutoCAD SHX Text Coastal Plain: 2 tons/acre pulverized agricultural grade limestone

AutoCAD SHX Text

- Kentucky 31 Fescue 128 lbs.

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- Red Top Grass 2 lbs.

AutoCAD SHX Text

- Kentucky 31 Fescue 93-108 lbs.

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- Common Bermudagrass ** 0-15 lbs.

AutoCAD SHX Text

- Red Top Grass 2 lbs.

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- Seasonal Nurse Crop * 20 lbs.

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* Use seasonal nurse crop in accordance with seeding dates as stated below:

AutoCAD SHX Text February, March, April. . . . . . . . . . Annual Rye

AutoCAD SHX Text May 1st through August. . . . . . . . Foxtail Millet

AutoCAD SHX Text September, October through November 15th. Annual Rye

AutoCAD SHX Text November 16th through January . . . . . . Winter Rye

AutoCAD SHX Text ** May through October, use hulled seed. All other seeding periods use

AutoCAD SHX Text unhulled seed. Weeping Lovegrass may be added to any slope or low-

AutoCAD SHX Text maintenance mix during warmer seeding periods; add 10-20 lbs./acre in mixes.

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- Seasonal Nurse Crop * %%u 20 lbs.

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- Sericea Lespedeza ** %%u 20 lbs.

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- Common Bermudagrass ** 75 lbs.

AutoCAD SHX Text Fescue 175-200 lbs.

AutoCAD SHX Text

- Kentucky 31 or Turf-Type Tall Fescue 200-250 lbs.

AutoCAD SHX Text

- Hybrid Bermudagrass (seed) ** 40 lbs. (unhulled)

AutoCAD SHX Text or 30 lbs. (hulled)

AutoCAD SHX Text establishment method, see Std. & Spec. 3.34)

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- Hybrid Bermudagrass (by other wegetative

AutoCAD SHX Text %%uFertilizer

AutoCAD SHX Text %%uLime

AutoCAD SHX Text (23 lbs./1000 ft. )

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AutoCAD SHX Text (90 lbs./1000 ft. ).

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AutoCAD SHX Text %%uHigh-Maintenance Lawn%%u

AutoCAD SHX Text %%uGeneral Slope (3:1 or less)%%u

AutoCAD SHX Text %%uLow-Maintenance Slope (Steeper than 3:1)%%u

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- Commercial or Residential

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- Kentucky 31 or Turf-Type Tall

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AutoCAD SHX Text 150 lbs.

AutoCAD SHX Text Note: All grasses shall be planted at a minimum rate of 80 Lbs.

AutoCAD SHX Text 25%

AutoCAD SHX Text %%uSITE SPECIFIC SEEDING MIXTURES FOR COASTAL PLAIN AREA

AutoCAD SHX Text %%uMinimum Care Lawn%%u %%uPer Acre%%u

AutoCAD SHX Text per acre or 2 Lbs. per 1000 sq.ft.

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- Red Top

AutoCAD SHX Text %%uBMP Basin and Ditches

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- Roughstalk Bluegrass

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- Wild Millet

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- Switchgrass

AutoCAD SHX Text Total Lbs.

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H:\VESCH\COASTAL.DWG

AutoCAD SHX Text Straw or Hay

AutoCAD SHX Text Fiber Mulch

AutoCAD SHX Text Corn Stalks

AutoCAD SHX Text Wood Chips

AutoCAD SHX Text Bark Chips

AutoCAD SHX Text or

AutoCAD SHX Text Shredded

AutoCAD SHX Text Bark

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MULCHES:

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RATES:

AutoCAD SHX Text Per Acre

AutoCAD SHX Text Per 1000 sq. ft.

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NOTES:

AutoCAD SHX Text 1 1/2 - 2 tons

AutoCAD SHX Text (minimum 2

AutoCAD SHX Text tons for

AutoCAD SHX Text winter cover)

AutoCAD SHX Text Minimum

AutoCAD SHX Text 1500 lbs.

AutoCAD SHX Text 4 - 6 tons

AutoCAD SHX Text 50 - 70 cu.

AutoCAD SHX Text yds.

AutoCAD SHX Text 70 - 90 lbs.

AutoCAD SHX Text 35 lbs.

AutoCAD SHX Text 185 - 275 lbs.

AutoCAD SHX Text 1 - 2 cu. yds.

AutoCAD SHX Text Free from weeds and coarse

AutoCAD SHX Text matter. Must be anchored.

AutoCAD SHX Text Spread with mulch blower

AutoCAD SHX Text or by hand.

AutoCAD SHX Text Do not use as mulch for

AutoCAD SHX Text winter cover or during hot, AutoCAD SHX Text dry periods.* Apply as

AutoCAD SHX Text slurry.

AutoCAD SHX Text Cut or shredded in 4 - 6 "

AutoCAD SHX Text lengths. Air-dried. Do not

AutoCAD SHX Text use in fine turf areas. Apply

AutoCAD SHX Text with mulch blower or by

AutoCAD SHX Text hand.

AutoCAD SHX Text Free of coarse matter. Air-

AutoCAD SHX Text dried. Treat with 12 lbs

AutoCAD SHX Text nitrogen per ton. Do not

AutoCAD SHX Text use in fine turf areas. Apply

AutoCAD SHX Text with mulch blower, chip

AutoCAD SHX Text handler, or by hand.

AutoCAD SHX Text Free of coarse matter. Air-

AutoCAD SHX Text dried. Do not use in fine

AutoCAD SHX Text turf areas. Apply with

AutoCAD SHX Text mulch blower, chip handler, AutoCAD SHX Text or by hand.

AutoCAD SHX Text

* When fiber mulch is the only available mulch during periods when straw

AutoCAD SHX Text should be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./

AutoCAD SHX Text 1000 sq. ft.

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ORGANIC MULCH MATERIALS AND APPLICATION RATES

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WASHRACK

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(OPTIONAL)

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POSITIVE DRAINAGE

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TO SEDIMENT

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TRAPPING DEVICE

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VDOT #1

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COURSE AGGREGATE

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FILTER CLOTH

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REINFORCED

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CONCRETE

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12' MIN.

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EXISTING…

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File details come from the government source that posted it. Updated Apr 20, 2026.