199-18484-C28 Widewater SP Shoreline Drawings Bid Set.pdf

PDF 7 MB Posted Sep 21, 2026

Attached to: 199-18484-001 (C28) Widewater State Park, Shoreline Improvements
Solicitation number: IFB-128585
Issued by: Stafford County, Virginia

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Written by GovTribe AI · Sep 23, 2026

Summary

This is a shoreline stabilization bid set prepared by VHB (Vanasse Hangen Brustlin, Inc.) for the Virginia Department of Conservation and Recreation (DCR) Division of Planning and Recreation Resources for a project at Widewater State Park in Stafford County, Virginia. The project involves construction of two segments of shoreline stabilization along the Potomac River, including tree clearing and removal, bank grading, installation of armor stone revetment structures, revegetation of disturbed areas, and planting of buffer shrubs and trees. The work encompasses 458 linear feet of Class III riprap revetment on the southern shoreline and 240 linear feet on the northern shoreline, with 55 linear feet of elongated toe/outfall structures. The total disturbed area for both projects combined is less than 1.0 acres. The project is governed by the 2021 Virginia Construction Code and the 2026 Construction and Professional Services Manual (CPSM), Revision 0, dated July 31, 2026. The drawing set is dated August 14, 2026, and includes comprehensive demolition and erosion control plans, layout and material specifications, typical cross-sections, and planting area details for both shoreline segments.

The contractor is responsible for a thorough site examination prior to bid submission and must obtain all necessary permits before commencing work. Erosion and sediment control measures must comply with the Virginia Erosion and Sediment Control Handbook standards and include temporary construction entrances, silt fencing, turbidity curtains if needed, and permanent seeding with erosion control blankets on slopes steeper than 3:1. All disturbed areas must be stabilized immediately following finish grading, with temporary seeding applied within seven days to denuded areas and permanent seeding to areas remaining dormant for extended periods. The contractor must maintain erosion control measures and inspect them weekly and within twelve hours after storm events, removing sediment and disposing of it in upland areas. A one-week notification period is required prior to commencing work, and the contractor must coordinate with the property owner to maintain access to the adjacent residential property on the northern shoreline during construction.

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Other files

File	Type	Posted
199-18484-C28 - WSP - SHORELINE STABILIZATION PLAN - Addendum #2.pdf	PDF	Oct 22, 2026
199-18484-C28 - WSP - SHORELINE STABILIZATION PLAN - Addendum #1.pdf	PDF	Oct 22, 2026
199-18484-C28 Widewater SP Shoreline Project Manual for Bid.pdf	PDF	Sep 21, 2026
IFB - WW18484-001-C28 Shoreline Improvements.pdf	PDF	Sep 21, 2026

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BRENT POINT ROAD

AC RIVER

AQUIA CREEK

FLOODEBB

FLO

EBB

SOUTHERN

SHORELINE

NORTHERN

SHORELINE

INTERSTATE

STAFFORD

AQUIA

CREEK

IVER

T PO

T R O

IDEW

ATER

STATE PARK

En gi ne er s- Sc ie nt ist s-

Pl an ne rs

-D es ig ne rs

D at e:

A ug us t 1 4, D

P ro je ct

-1

-0

D es ig ne d By

: C F/

M M

D ra w n

By : R

W Ch ec ke d By

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P ar k

Sh or el in e St ab ili za tio n St af fo rd C ou nt y, Vi rg in ia

M cL aw s C irc le , S ui te

W ill ia m sb ur g, V A

Ti tle S he et

LOCATION MAP SCALE: 1" = 2,000'

VICINITY MAP NOT TO SCALE

WIDEWATER STATE PARK

VIRGINIA! CALL 811 (IN VIRGINIA)

VA LAW REQUIRES 3 WORKING DAYS

NOTICE BEFORE YOU EXCAVATE.

BEFORE YOU DIG ANYWHERE IN

1-800-552-7001 (OUTSIDE VIRGINIA)

BID DOCUMENTS

SHORELINE STABILIZATION PLAN

VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION

DCR PROJECT No. 199-18484-001 (C28)

STAFFORD COUNTY, VIRGINIA

C1.0

Issuing Agency:

DEPARTMENT OF CONSERVATION AND RECREATION

DIVISION OF PLANNING AND RECREATION RESOURCES

600 E. MAIN STREET

17TH FLOOR

RICHMOND, VA 23219

CONTRACTING OFFICER:

SYD KNIGHT, RLA

CAPITAL OUTLAY PROJECT MANAGER

DIVISION OF PLANNING AND RECREATION RESOURCES

VIRGINIA DCR

600 E. MAIN STREET, 24TH FLOOR

RICHMOND, VA 23219

804-887-7319 (OFFICE)

804-401-6088 (CELL)

Prime Consultant:

VHB (VANASSE HANGEN BRUSTLIN, INC)

351 McLAWS CIRCLE

SUITE 3

WILLIAMSBURG VA, 23185-6316

TEL. 757.220.0500

FAX. 757.903.2794

Project Information

APPLICABLE CODE: 2021 VIRGINIA CONSTRUCTION CODE (VCC)

2026 CONSTRUCTION AND PROFESSIONAL

SERVICES MANUAL (CPSM), REVISION 0, DATED JULY 31, 2026

APPLICABLE REFERENCE: 2026 CONSTRUCTION AND PROFESSIONAL

SERVICES MANUAL (CPSM), REVISION 0, DATED JULY 31, 2026

Applicable Codes & Reference Standards

SHEET INDEX

C1.0

SHEET NUMBER SHEET NAME

REFERENCE SHEET INDEX

A QUALITY CONTROL/QUALITY ASSURANCE CHECK HAS

BEEN MADE ON THIS PROJECT'S DOCUMENTS AND

CORRECTIONS HAVE BEEN MADE. THE UNDERSIGNED

STATES THAT TO THE BEST OF HIS KNOWLEDGE THESE

PLANS AND SPECIFICATIONS SUBMITTED FOR REVIEW

ARE COMPLETE AND READY FOR CONSTRUCTION.

SIGNED:

SHEET NUMBER SHEET NAME

TITLE SHEET

C1.1 OVERALL SITE & SHEET INDEX

C2.0 GENERAL NOTES

C2.2

DEMOLITION & EROSION AND SEDIMENT CONTROL PLAN SOUTHERN SHORELINE

EROSION AND SEDIMENT CONTROL NOTES & DETAILS

C3.0 LAYOUT AND MATERIALS SOUTHERN SHORELINE

C4.0 SECTIONS SOUTHERN SHORELINE

C4.1 SECTIONS NORTHERN SHORELINE

C5.1 PLANTING AREAS NORTHERN SHORELINE

Sv-1 EXISTING CONDITIONS PLAN OF LAND Sv-2 EXISTING CONDITIONS PLAN OF LAND

C2.3

DEMOLITION & EROSION AND SEDIMENT CONTROL PLAN NORTHERN SHORELINE

C2.1

C3.1 LAYOUT AND MATERIALS NORTHERN SHORELINE

C5.0 PLANTING AREAS SOUTHERN SHORELINE

C5.2 PLANTING NOTES & DETAILS

" D

" D 18 " D

" D

6" D

8" D8"

D 4" D

8" D

4" D

3" D

" D

8" D

6" D

6" C

" D

5" D

6" C

" D

8" D

" D 48 " D

" D8"

C 6"

" D

4" D

8" D

" DDE

" D 18 " D

" D

8" D

4" D

" D

4" D

" D

6" D

" D

5" D

" D

5" D

" D6"

D3" D

4" D

" D

3' W

" D

6" C

" D

RIP

PIC

" C

V= 1.7

" R

V= 0.6

RIP

ITH

R P

SIG

RIP

P A

RIV

B FL

RIV

B FL

EOP

CONC. W

ALK

CONC. WALK

CONC. W

ALK

PIC

RIP

E (

P.)

PIC

ILL

(TY

P.)

(TY

P.)

Y B

: 4 1-1

1 B

T R

IRG

: 4 1-1

1.7

. 0

VIM

S S

VIM

S S

VIM

S S

VIM

S S

IRG

: 4 1-1

1.7

. 0

PIC

BRENT POINT ROAD

AC RIVER

AQUIA CREEK

FLOODEBB

FLO

EBB

WILLOW OAK LN.

(PAVED)

RECREATION AREA

HOLLY

ARSH

LONG POND

RECREATION

AREA

WIDEWATER STATE PARK

PARK BOUNDARY (TYP)

NORTHERN SHORELINE

SOUTHERN SHORELINE

INGRESS/EGRESS ROUTE

(0.9 MILES GRAVEL DRIVE

TO BRENT POINT ROAD)

En gi ne er s- Sc ie nt ist s-

Pl an ne rs

-D es ig ne rs

D at e:

A ug us t 1 4, D

P ro je ct

-1

-0

D es ig ne d By

: C F/

M M

D ra w n

By : R

W Ch ec ke d By

: M M

W id ew at er S ta te

P ar k

Sh or el in e St ab ili za tio n St af fo rd C ou nt y, Vi rg in ia

M cL aw s C irc le , S ui te

W ill ia m sb ur g, V A

O ve ra ll Si te

S he et In de x

C1.1 0 100 200 400 Feet

En gi ne er s- Sc ie nt ist s-

Pl an ne rs

-D es ig ne rs

D at e:

A ug us t 1 4, D

P ro je ct

-1

-0

D es ig ne d By

: C F/

M M

D ra w n

By : R

W Ch ec ke d By

: M M

W id ew at er S ta te

P ar k

Sh or el in e St ab ili za tio n St af fo rd C ou nt y, Vi rg in ia

M cL aw s C irc le , S ui te

W ill ia m sb ur g, V A

C2.0

GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR A THOROUGH EXAMINATION OF THE PROJECT SITE AND ALL AVAILABLE PROJECT

RECORDS PRIOR TO THE SUBMISSION OF A BID, AND FOR ASSESSMENT AND RESPONSE TO THE WORK AS PRESENTED.

ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS, AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE OWNER IN WRITING. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK.

2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC AND PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. FORTY EIGHT (48) HOURS PRIOR TO ANY EXCAVATION CALL MISS

UTILITY (DIAL 811 IN VIRGINIA).

3. WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA EROSION AND SEDIMENT

CONTROL HANDBOOK AND ALL APPLICABLE BUILDING CODES.

4. ANY FIELD CHANGES OR MODIFICATIONS TO THESE PLANS MUST BE APPROVED BY THE EXPRESSED WRITTEN CONSENT

OF THE ENGINEER.

5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND COORDINATE WORK WITH ALL OTHER CONTRACTS FOR THE SITE. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THE JOB SITE DURING THE PERFORMANCE OF THIS CONTRACT.

6. THE PROJECT CONSTRUCTION DOCUMENTS MUST INCLUDE ALL REFERENCE DOCUMENTS FOR USE AND REVIEW BY

PERMIT AGENCIES AND THE GENERAL CONTRACTOR.

EROSION CONTROL NOTES

1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND

SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED IN FEDERAL, STATE AND

LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT.

2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS.

3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND OR DIRECT

DEPOSIT.

4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED OR OTHERWISE STABILIZED TO PREVENT EROSION.

5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE

DRAINAGE AND SEWER SYSTEMS.

1. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ACTUAL ON-THE-GROUND INSTRUMENT

SURVEY PERFORMED BY VHB IN SEPTEMBER 2025.

2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON FIELD OBSERVATIONS AND INFORMATION OF RECORD. THEY ARE NOT WARRANTED TO BE EXACTLY LOCATED NOR IS IT WARRANTED THAT

ALL UNDERGROUND UTILITIES OR OTHER STRUCTURES ARE SHOWN ON THIS PLAN.

3. HORIZONTAL DATUM IS VIRGINIA STATE PLANE COORDINATE SYSTEM, NORTH ZONE (NAD 1983). VERTICAL DATUM IS

NAVD 1988.

4. THIS EXISTING CONDITIONS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF STEVE ROMEO FROM AN ACTUAL GROUND OR AIRBORNE SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON SEPTEMBER 4, 2025; AND THAT THIS PLAT, MAP OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED.

EXISTING CONDITIONS NOTES

N O

Erosion And Sediment Control Narrative Project Description

THE PROPOSED SHORELINE STABILIZATION PROJECTS ARE LOCATED ALONG THE POTOMAC RIVER WITHIN PARK LIMITS. THE PROPOSED WORK IS CONSTRUCTION OF TWO SEGMENTS OF SHORELINE STABILIZATION THAT INCLUDES TREE CLEARING AND REMOVAL, BANK GRADING, INSTALLING ARMOR STONE REVETMENT STRUCTURES, REVEGETATING DISTURBED AREAS AND PLANTING BUFFER SHRUBS AND TREES. THE TOTAL

DISTURBED AREA FOR BOTH PROJECTS COMBINED IS LESS THAN 1.0 ACRES.

Existing Site Conditions THE EXISTING LAND COVER CONSISTS OF ERODING EMBANKMENT ALONG THE RIVER WITH MATURE TREES

BEHIND THE EMBANKMENT, AND ALSO TREES THAT HAVE FALLEN DOWN THE EMBANKMENT.

Adjacent Property THE SURROUNDING LAND COVER IS GENERALLY WOODED PARKLAND WITH THE NORTHERN SITE SITUATED JUST

UPSTREAM FROM A SINGLE RESIDENTIAL PROPERTY. THE SOUTHERN SITE SITS WITHIN A PREVIOUSLY

DEVELOPED SEGMENT OF THE PARK THAT CONTAINS PICNIC AREAS, PARKING, AND A RESTROOM FACILITY.

Offsite Areas THERE ARE NO OFFSITE AREAS ANTICIPATED TO BE DISTURBED WITH THIS PROJECT. IF OFFSITE LAND

DISTURBING ACTIVITY IS FOUND TO BE NECESSARY, IT SHALL BE CONDUCTED UNDER AN APPROVED EROSION

AND SEDIMENT CONTROL PLAN OBTAINED BY THE CONTRACTOR.

Stormwater Runoff Considerations VERY MINOR WATERSHEDS CONTRIBUTE STORMWATER RUNOFF TOWARDS THE SHORELINE STABILZATION

MEASURES. THE PROPOSED PLAN WILL INTERCEPT THESE FLOW PATTERNS VIA DIVERSION BERMS AND DIRECT

RUNOFF ONTO THE PROPOSED EROSION CONTROL MEASURES IN A CONTROLLED MANNER.

Erosion and Sediment Control Measures ALL STRUCTURAL AND VEGETATIVE EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1992. THE FOLLOWING EROSION AND SEDIMENTATION CONTROLS MAY BE

EMPLOYED DURING THE EARTHWORK AND CONSTRUCTION PHASES OF THE PROJECT.

TEMPORARY CONSTRUCTION ENTRANCE/EXIT (C-SCM-03-1)

A TEMPORARY CRUSHED-STONE CONSTRUCTION ENTRANCE/EXIT WILL BE CONSTRUCTED. A CROSS SLOPE WILL BE PLACED IN THE ENTRANCE TO DIRECT RUNOFF TO A PROTECTED CATCH BASIN INLET OR SETTLING AREA. IF DEEMED NECESSARY AFTER CONSTRUCTION BEGINS, A WASH PAD MAY BE INCLUDED TO WASH OFF VEHICLE WHEELS BEFORE LEAVING THE PROJECT SITE. ALL ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD INTO PUBLIC RIGHTS-OF-WAY. ALL MATERIALS SPILLED, DROPPED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.

THE USE OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED OR TRACKED ONTO ROADWAYS WILL

NOT BE PERMITTED UNDER ANY CIRCUMSTANCES.

SILT FENCE (C-PCM-04-2)

SILT FENCE WILL BE PLACED ALONG THE PERIMETER OF THE SITE WHERE OTHER SEDIMENT CONTROL MEASURES ARE NOT IN PLACE. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY

DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.

Vegetative Practices

TEMPORARY STABILIZATION

TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. THE CONTRACTOR

SHALL STOCKPILE TOPSOIL IN AN APPROPRIATE MANNER IF NO LOCATION IS INDICATED ON THE SITE PLANS.

SILT FENCE SHALL BE PLACED ALONG THE PERIMETER OF THE STOCKPILE.

ALL DISTURBED AREAS SHALL BE SEEDED WITH FAST-GERMINATING, TEMPORARY VEGETATION IMMEDIATELY

FOLLOWING GRADING OR WHERE EXPOSED SOIL SURFACES WILL NOT BE BROUGHT TO FINAL GRADE FOR A

PERIOD OF TIME EXCEEDING 15 DAYS. SELECTION OF THE APPROPRIATE SEED MIXTURE AS RECOMMENDED BY

THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK VERSION 1.1, WILL DEPEND ON THE TIME OF YEAR IT IS

TO BE APPLIED. ESTABLISHMENT OF TEMPORARY VEGETATIVE COVER MAY BE ESTABLISHED BY HYDROSEEDING.

VEGETATIVE SLOPE STABILIZATION WILL BE USED TO MINIMIZE EROSION ON SLOPES OF 3:1 OR FLATTER.

EROSION CONTROL MATTING SHALL BE USED ON SLOPES STEEPER THAN 3:1.

PERMANENT STABILIZATION

ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY

FOLLOWING FINISH GRADING. SEEDING SHALL BE DONE ACCORDING TO THE LANDSCAPING NOTES WITHIN

THIS PLANSET. EROSION CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES (STEEPER THAN 3:1) WHICH

HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES FROM RILL AND

GULLY AND TO ALLOW SEED TO GERMINATE PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY

FLAT AREAS (3:1 AND FLATTER). IN ALL SEEDING OPERATIONS, SEED FERTILIZER, AND LIME WILL BE APPLIED

PRIOR TO MULCHING.

Management Strategies And Construction Sequence

CONTRACTOR MUST FIRST OBTAIN ALL NECESSARY PERMITS.

1. SCHEDULE AND CONDUCT PRECONSTRUCTION MEETING WITH THE OWNER.

2. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY THE

OWNER AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND

AS IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS

PROJECT. THE CONTRACTOR SHALL GIVE THE OWNER 1 WEEK NOTIFICATION PRIOR TO

COMMENCING WORK.

3. ESTABLISH CONSTRUCTION LIMITS FLAGGING AND MAINTAIN OR INSTALL SAFETY FENCE AS

NEEDED.

4. INSTALL CONSTRUCTION TRAFFIC SIGNAGE INDICATING CONSTRUCTION ENTRANCE LOCATION

AND PRESENCE OF CONSTRUCTION TRAFFIC.

5. CLEAR SUFFICIENT AREA TO ALLOW FOR THE PLACEMENT OF THE CONSTRUCTION ENTRANCE.

THE CONSTRUCTION ENTRANCE SHALL BE PLACED IMMEDIATELY (NO LONGER THAN 24 HOURS)

FOLLOWING CLEARING ACTIVITIES. CONTRACTOR SHALL INSTALL A WASH RACK IF REQUIRED.

6. INSTALL PERIMETER CONTROLS SUCH AS CONSTRUCTION ENTRANCES, SILT FENCE, AND TREE

PROTECTION AS SHOWN ON THE EROSION CONTROL PLAN. LAND DISTURBANCE WITHIN THE

LIMITS OF DISTURBANCE MAY NOT OCCUR UNTIL THE INITIAL ESC MEASURE INSTALLATION HAS

BEEN APPROVED BY THE OWNER.

7. UPON APPROVAL FROM OWNER, CONTRACTOR MAY PROCEED TO CLEARING, GRUBBING,

DEMOLITION, AND OTHER LAND DISTURBING ACTIVITIES. ANY TREES OUTSIDE THE LIMIT OF

DISTURBANCE ARE TO REMAIN. APPLY TEMPORARY SEEDING WITHIN 7 DAYS TO DENUDED

AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR PERIODS LONGER

THAN 14 DAYS. APPLY PERMANENT SEEDING TO AREAS THAT WILL REMAIN DORMANT FOR

MORE THAN 1 YEAR.

8. CONTRACTOR TO PERFORM FINAL SITE GRADING AND INSTALL REVETMENT STRUCTURES AS

NOTED ON PLANS.

9. 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.

10. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL REMAIN IN OPERATION AND BE

MAINTAINED UNTIL CONSTRUCTION OPERATIONS ARE COMPLETE. TEMPORARY ESC

MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER THEY ARE NO LONGER NEEDED. UPON

COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER,

CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN

SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS.

24" D

10" D

20" D 42" D

20" D 30" D24" D

16" D

20" D 15" D

10" D

12" D

28" D

6" C15" D 6" C

15" D

30" D

12" D

8" C

6" C

12" D

3" D

6" D

4" D

3" D

3" D 8" C

12" D

6" D

6" D 3" D

17" D

4" D 4" D 4" D

7" D

11" D4" D 6" D 15" D

18" D

20" D 18" D

18" D

36" D

6" D 6" D

8" D

8" D 4" D

8" D

4" D

10" D

3" D

24" D

24" D 8" D

16" D

6" D6" D

6" D

10" D 14" D5" D

14" D

6" C 6" C

12" C

6" C

36" D36" D

36" D

15" D

12" C

5" D

6" C

6" D 6" C

12" D

15" D18" D

18" D

15" D

12" D 8" D

18" C

12" C 12" C

DEAD

32" D

48" D

DEAD

18" D

8" C 6" D

18" D

14" D 6" D

4" D

8" D

24" D 24" D

8" D

12" D

20" D

8" D 6" D

20" D

DEAD

14" D

32" D

18" D

8" D

12" D

10" D

32" D

8" D

10" D

3' WOOD

FENCE

24" D

6" C

6" C 6" C

12" D 12" D

10" D

10" D10" D

12" D

8" D

RIP RAP

PICNIC

SHELTER

SIGN

-1

0.4

1.2 1.4

19.6 18.6 13.6

13.5

15.5

-0.6

-0.8

1.2

17.5

19.6

20.6

21.5

1.2

20.2 17.7

17.5

15.3

11.3 12.4

1.5

2.6

15.5

17.4

20.2

16.6

14.5

WOODS

2.2 1.4

3.77.8

1.3

-1.3

-0.3

-0.9

-1.2

-1.1

-0.8

-0.6 0.3

-1.4

-0.3

-0.9

-1.4

-1.5 -1.3

-1.2

-1.0

-0.5 -0.1

-1.2

-1.4 -1.2

-1.1

-1.4

-1.1

-0.8 -0.8

-0.6 -0.6

-1.6

-1.2

-0.8

-0.4 -0.6

-1.0-1.1

-1.4

-1.3

-1.5 -1.5 -1.5

-1.4

-1.2

-0.5

-0.5 -0.8

-0.5

-1.2-1.1-1.1

-1.3 -1.3 -1.4

-1.5 -1.5-1.5

-1.6 -1.7

-1.4

-1.2

-0.7 0.1

-1.1

-1.4

-1.6

-0.4

POTOMAC RIVER

EBB

FLOOD

MHW

MHW MHW MHW MHW MHW

MHW

MHW MHW

MHW

M H

MLW

LW MLW MLW

MLW

MLW MLW

MLW

EOP

CONC. W

ALK

NC.

WAL

AREA

PICNIC

AREA

PLAYGROUND

ASPHALT

PARKING

STRIPE (TYP.)

SHELTER

WILLOW OAK LANE

GRASS

FALLEN TREES

(TYP.)

VIMS SAV

17.3

19.3

14.4

20.5

21.4

18.8 16.5

13.8

1.3

1.3 4.5

18.4 19.6

20.5 20.3

18.5

19.6

14 16

-1-1

-1

-1.5 -1.5

-1.2

-1.3

-1.5

COMMON WEALTH OF VIRGINIA

PARCEL ID: 41-1

301.707 AC.

DOC. NO. 060008150X

1.2

DEAD

30" D

PICNIC

AREAPICNIC

AREA

100'RPA

100'RP A

100'RPA 100'RP A

100'RPA

100'RP A

100'RPA 100'RP A

100'RPA

100'RP A

EXISTING

DITCH

FALLEN WOODY DEBRIS

TO BE REMOVED (TYP)

FALLEN WOODY DEBRIS TO BE

REMOVED (TYP)

CONSTRUCTION

ENTRANCE

LIMIT OF WORK (TYP)

EXISTING SHORELINE

PROTECTION STRUCTURE

(VMRC #16-0198)

LANDWARD LIMIT

OF SAV (TYP)

30'X50' STOCKPILE AND LAY

DOWN AREA

(RESTORE TO ORIGINAL WHEN

CONSTRUCTION IS FINISHED)

FENCE TO BE REMOVED,

SALVAGED AND REINSTALLED

AT COMPLETION OF PROJECT

FENCE TO BE REMOVED

TC TC

TURBIDITY CURTAIN

(IF NEEDED)

TURBIDITY CURTAIN

(IF NEEDED)

TURBIDITY CURTAIN

(IF NEEDED)

SF TS PS

TP TP

B/M TS PS

B/M

TREES TO BE

REMOVED (TYP)

TREES TO BE

REMOVED (TYP)

En gi ne er s- Sc ie nt ist s-

Pl an ne rs

-D es ig ne rs

D at e:

A ug us t 1 4, D

P ro je ct

-1

-0

D es ig ne d By

: C F/

M M

D ra w n

By : R

W Ch ec ke d By

: M M

W id ew at er S ta te

P ar k

Sh or el in e St ab ili za tio n St af fo rd C ou nt y, Vi rg in ia

M cL aw s C irc le , S ui te

W ill ia m sb ur g, V A

0 10 20 40 Feet

Legend

C2.1

SILT FENCE

PERMANENT SEEDING

TEMPORARY SEEDING

TURBIDITY CURTAIN

TREE PROTECTION

De mo

Er os ion an d S ed im en t C on tro l P lan

So uth ern Sh ore lin e

SOIL STABILIZATION BLANKETS

AND OR MATTING

CONSTRUCTION ENTRANCE

TREE REMOVAL

DIVERSION BERM

15" D

24" D

6" D

12" D

6" D 24" D

12" D

12" D 6" D

30" D

24" D

8" D

10" D

24" D18" D

5" D

30" D

15" D

6" D

5" D

7" D

18" D

36" D

24" D 18" D

28" D

24" D 6" D

24" D

36" D

6" D 36" D8" D 10" D

12" D

8" D 4" D

5" D 24" D

15" D

12" D

6" D

12" D

15" D 4" D

4" D30" D30" D 18" D

18" D 24" D

12" D 6" D

12" D 5" D24" D

6" D 3" D

4" D24" D

30" D15" D

18" D 12" D

24" D

12" D 12" D

24" D

8" D12" D

8" D

12" D 15" D

24" D

15" D

12" D 12" D

8" D

6" D 36" D

12" D

12" D 12" D

12" D12" D

6" D

8" D

18" D

24" D

12" D

12" D 12" D

12" D

12" D 12" D12" D

12" D 24" D

15" D

15" D 12" D8" D

4" D

18" D

12" D 12" D

12" D12" D 12" D

3" D

10" D 5" D 10" D

4" D

GRAVEL

WOOD

FENCE

WOOD

FENCE

15" CMP

INV=1.76'

24" RCP

INV=0.66'

RIP RAP

AND DEBRIS

POST WITH

SOLAR PANEL

RIP RAP

2 3 4

3.70

4.72

12.30

13.80

14.21

14.64

1.7

1.3

1.4

5.3

14.7

1.0

-0.3

-0.6 -0.4

-0.3

-0.6

0.9

-1

WOODS

-1.5 -1.6 -1.3

-1.6 -1.5 -1.5 -1.5 -1.6 -1.5 -1.5

-1.3

-1.5-1.3-1.3

-1.3

12 13

13.7

13.9 14.1

14.5

13.8

13.2

13.1

11.3

-1

-0.4 -0.2

-0.3

-0.5

-0.6 -0.5 -0.8

POTOMAC RIVER

EBB

FLOOD

FALLEN TREES

(TYP.)

RUST JOHN W & MARY B TRUSTEES

PARCEL ID: 41-1A

921 BRENT POINT ROAD

COMMON WEALTH OF VIRGINIA

PARCEL ID: 41-1

301.707 AC.

DOC. NO. 060008150X

5105 10 5 3

MLW MLW

MLW

MLW MLW M

MLW

MLW MLW

MLW

MLW MLW

MLW

MHW MHW

MHW

MHW MHW

MHW

MHW MHW MHW

MHW MHW

MHW

VIMS SAV

3.4

1.4

1.3

2.3

10.7

1.6

12.5

13.4

13.8

14.2

14.3

14.9

14.8

14.6

14.8

14.7

14.413.812.6

-0.2 0.4

0.2

1.41.51.7 1.6

-1.1

0.31.7

1.6

13.8

-1.2 -1.2

-1.1 -1.2-1.2

-1.2

1.3

1.5 4.3

0-1

-1

2.1

2 1

2.5

-0.5

-0.6 -0.31.6

12.6 2.7 14.3

-0.3

-0.2

100'RP A

100'RPA

100'RP A

100' RP A

100'RP A 100'RP A

100'RP A

55 LF ELONGATED

TOE/OUTFALL

RIPRAP

DRAINAGE DITCH

TOP OF BANK GRADING

DITCH

LIMIT OF WORK (TYP)

FALLEN WOODY

DEBRIS TO BE

REMOVED (TYP)

APO #2

WOOD FENCE

TO BE REMOVE

STOCKPILE AND LAY DOWN AREA

(RESTORE TO ORIGINAL WHEN

CONSTRUCTION IS FINISHED)

SF TS PS

B/M TS PS

TURBIDITY CURTAIN

(IF NEEDED)

TURBIDITY CURTAIN

(IF NEEDED)

LANDWARD LIMIT

OF SAV (TYP)

GRAVEL/DIRT ROAD

TREES TO BE

REMOVED (TYP)

TREES TO BE

REMOVED (TYP)

En gi ne er s- Sc ie nt ist s-

Pl an ne rs

-D es ig ne rs

D at e:

A ug us t 1 4, D

P ro je ct

-1

-0

D es ig ne d By

: C F/

M M

D ra w n

By : R

W Ch ec ke d By

: M M

W id ew at er S ta te

P ar k

Sh or el in e St ab ili za tio n St af fo rd C ou nt y, Vi rg in ia

M cL aw s C irc le , S ui te

W ill ia m sb ur g, V A

De mo

Er os ion an d S ed im en t C on tro l P lan N ort he rn Sh ore lin e

C2.2

0 10 20 40 Feet

Legend

SILT FENCE

PERMANENT SEEDING

TEMPORARY SEEDING

TURBIDITY CURTAIN

TREE PROTECTION

SOIL STABILIZATION BLANKETS

AND OR MATTING

CONSTRUCTION ENTRANCE

TREE REMOVAL

DIVERSION BERM

CONTRACTOR TO KEEP DRIVEWAY

OPEN AT ALL TIMES SO

LANDOWNER HAS TRAVELWAY

ne er s- Sc ie nt ist s-

Pl an ne rs

-D es ig ne rs

D at e:

A ug us t 1 4, D

P ro je ct

-1

-0

D es ig ne d By

: C F/

M M

D ra w n

By : R

W Ch ec ke d By

: M M

W id ew at er S ta te

P ar k

Sh or el in e St ab ili za tio n St af fo rd C ou nt y, Vi rg in ia

M cL aw s C irc le , S ui te

W ill ia m sb ur g, V A

Er os io n an d Se di m en t C on tro l N ot es

D et ai ls

C2.3

Tree Protection

1. INSTALL TREE PROTECTION FENCE OR FLAGGING AS SHOWN ON PLANS.

2. CONTRACTOR SHALL NOT OPERATE VEHICLES WITHIN THE TREE PROTECTION AREA.

CONTRACTOR SHALL NOT STORE VEHICLES OR MATERIALS, OR DISPOSE OF ANY

WASTE MATERIALS, WITHIN THE TREE PROTECTION AREA.

3. DAMAGE TO EXISTING TREES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED BY

A CERTIFIED ARBORIST AT THE CONTRACTOR'S EXPENSE.

Tree Protection Fence N.T.S. Source: VHB LD_610

1/16

NOTES

1. INSTALL TREE PROTECTION FENCE AT THE DRIP

LINE OF EXISTING TREES TO REMAIN.

(3) EQUALLY

SPACED TIES (TYP.)

ORANGE PLASTIC

WEB FENCE (TYP.)

1"X1"X6'

POST (TYP.)

8'-0"

MAX. O.C.

4' -0

ELEVATION

INDICATES TRAVEL DIRECTION

Log Mat N.T.S.

B/M

Construction of a Silt Fence (Without Wire Support) N.T.S. Source: Virginia Erosion and Sediment Control Handbook Plate 3.05-2

6/08

REV

Legend:

Turbidity Curtain N.T.S. Source: Virginia Erosion and Sediment Control Handbook Plate 3.27-3

6/08

Mulching N.T.S.

Typical Treatment Soil Stabilization Matting Slope Installation N.T.S. Source: Virginia Erosion and Sediment Control Handbook

SF TC

Temporary Fill Diversion N.T.S. Source: Virginia Erosion and Sediment Control Handbook

20" D 42" D

20" D 30" D24" D

20" D 15" D

10" D

12" D

28" D

6" C15" D 6" C

15" D

30" D

12" D

8" C

6" C

12" D

3" D

6" D

4" D

3" D

3" D 8" C

12" D

6" D

6" D 3" D

17" D

4" D 4" D 4" D

7" D

11" D4" D 6" D 15" D8" D

4" D

10" D

24" D

24" D 16" D

6" D

10" D 14" D5" D

14" D

12" C 36" D36" D

36" D

12" C

6" D 6" C

15" D18" D

15" D 18" C

12" C 12" C

DEAD

14" D 6" D 8" D

8" D

24" D 24" D

12" D

20" D

8" D 6" D

14" D 18" D

8" D

12" D

10" D

32" D

8" D

10" D

3' WOOD

FENCE

6" C 6" C

12" D

12" D 12" D

10" D

10" D10" D

12" D

8" D

RIP RAP

PICNIC

SHELTER

SIGN

-1

0.4

1.2 1.4

19.6 18.6 13.6

13.5

15.5

-0.6

-0.8

1.2

17.5

19.6

20.6

21.5

1.2

20.2 17.7

17.5

15.3

11.3 12.4

1.5

2.6

15.5

17.4

20.2

16.6

14.5

WOODS

2.2 1.4

3.77.8

1.3

-1.3

-0.3

-0.9

-1.2

-1.1

-0.8

-0.6 0.3

-1.4

-0.3

-0.9

-1.4

-1.5 -1.3

-1.2

-1.0

-0.5 -0.1

-1.2

-1.4 -1.2

-1.1

-1.4

-1.1

-0.8 -0.8

-0.6 -0.6

-1.6

-1.2

-0.8

-0.4 -0.6

-1.0-1.1

-1.4

-1.3

-1.5 -1.5 -1.5

-1.4

-1.2

-0.5

-0.5 -0.8

-0.5

-1.2-1.1-1.1

-1.3 -1.3 -1.4

-1.5 -1.5-1.5

-1.6 -1.7

-1.4

-1.2

-0.7 0.1

-1.1

-1.4

-1.6

-0.4

POTOMAC RIVER

EBB

FLOOD

MHW

MHW MHW MHW MHW MHW

MHW

MHW MHW

MHW

M H

MLW

LW MLW MLW

MLW

MLW MLW

MLW

EOP

CONC. W

ALK

NC.

WAL

AREA

PICNIC

AREA

PLAYGROUND

ASPHALT

PARKING

STRIPE (TYP.)

SHELTER

WILLOW OAK LANE

GRASS

FALLEN TREES

(TYP.)

VIMS SAV

17.3

19.3

14.4

20.5

21.4

18.8 16.5

13.8

1.3

1.3 4.5

18.4 19.6

20.5 20.3

18.5

19.6

14 16

-1-1

-1

-1.5 -1.5

-1.2

-1.3

-1.5

COMMON WEALTH OF VIRGINIA

PARCEL ID: 41-1

301.707 AC.

DOC. NO. 060008150X

1.2

DEAD

30" D

PICNIC

AREAPICNIC

AREA

1.5:1

100'RPA

100'RP A

100'RPA 100'RP A

100'RPA

100'RP A

100'RPA 100'RP A

100'RPA

100'RP A

BANK GRADING

TOP OF BANK GRADING

TOP OF BANK

GRADING

TOP OF BANK GRADING

BANK GRADING

458 LF REVETMENT

CLASS III RIPRAP

REVETMENT

EXISTING

DITCH

SEE SOUTHERN SHORELINE

TYPICAL SHORELINE SECTION

+8 CREST

FALLEN WOODY DEBRIS

TO BE REMOVED (TYP)

FALLEN WOODY DEBRIS TO BE

REMOVED (TYP)

6' 9'

CONSTRUCTION

ENTRANCE

LIMIT OF WORK (TYP)

DRAINAGE INLET

CLASS I RIPRAP 18" DEPTH

WITH FILTER FABRIC

EXISTING SHORELINE

PROTECTION STRUCTURE

(VMRC #16-0198)

30'X50' STOCKPILE

AND LAY DOWN AREA

0+00 0+50 1+00 1+50 2+00

2+50

3+00

3+50 4+00

4+50

5+00

LANDWARD LIMIT

OF SAV (TYP)

TOE OF

REVETMENT

TOE OF

REVETMENT

TOE OF

REVETMENT

DIVERSION BERM

RE-INSTALL FENCE

En gi ne er s- Sc ie nt ist s-

Pl an ne rs

-D es ig ne rs

D at e:

A ug us t 1 4, D

P ro je ct

-1

-0

D es ig ne d By

: C F/

M M

D ra w n

By : R

W Ch ec ke d By

: M M

W id ew at er S ta te

P ar k

Sh or el in e St ab ili za tio n St af fo rd C ou nt y, Vi rg in ia

M cL aw s C irc le , S ui te

W ill ia m sb ur g, V A

La yo ut a nd

M at er ia ls So ut he rn S ho re lin e

C3.0

0 10 20 40 Feet

6" D

12" D

6" D 24" D

12" D

12" D 6" D

30" D

24" D

8" D

10" D

24" D18" D

5" D

30" D

15" D

6" D

5" D

7" D

18" D

36" D

24" D 18" D

28" D

24" D 6" D

24" D

36" D

6" D 36" D8" D 10" D

5" D 24" D

15" D

6" D

12" D

15" D 4" D

30" D15" D

18" D 12" D

24" D

8" D12" D

8" D

12" D

12" D 12" D

8" D

6" D 36" D

12" D

12" D 12" D

12" D12" D

6" D

8" D

18" D

24" D

12" D

12" D 12" D

12" D

12" D 12" D12" D

12" D 24" D

15" D

15" D 12" D8" D

4" D

18" D

12" D 12" D

12" D12" D 12" D

3" D

10" D 5" D 10" D

4" D

GRAVEL

WOOD

FENCE

WOOD

FENCE

15" CMP

INV=1.76'

24" RCP

INV=0.66'

RIP RAP

AND DEBRIS

POST WITH

SOLAR PANEL

RIP RAP

2 3 4

3.70

4.72

12.30

13.80

14.21

14.64

1.7

1.3

1.4

5.3

14.7

1.0

-0.3

-0.6 -0.4

-0.3 0.9

-1

WOODS

-1.5 -1.6 -1.3

-1.6 -1.5 -1.5 -1.5 -1.6 -1.5 -1.5

-1.3

-1.5-1.3-1.3

12 13

13.7

13.9 14.1

14.5

13.8

13.2

13.1

11.3

-1

-0.4 -0.2

-0.3

-0.5

-0.6 -0.5 -0.8

POTOMAC RIVER

EBB

FLOOD

FALLEN TREES

(TYP.)

RUST JOHN W & MARY B TRUSTEES

PARCEL ID: 41-1A

921 BRENT POINT ROAD

COMMON WEALTH OF VIRGINIA

PARCEL ID: 41-1

301.707 AC.

DOC. NO. 060008150X

5105 10 5 3

MLW

MLW MLW M

MLW

MLW MLW

MLW

MLW MLW

MLW

MHW

MHW MHW

MHW

MHW MHW MHW

MHW MHW

MHW

VIMS SAV

3.4

1.4

1.3

2.3

10.7

1.6

12.5

13.4

13.8

14.2

14.3

14.9

14.8

14.6

14.8

14.7

14.413.812.6

-0.2 0.4

0.2

1.41.51.7 1.6

-1.1

0.31.7

1.6

13.8

-1.2 -1.2

-1.1 -1.2-1.2

-1.2

1.3

1.5 4.3

0-1

-1

2.1

2 1

2.5

-0.5

-0.6 -0.31.6

12.6 2.7 14.3

-0.3

-0.2

11.5:1

1.5:1

12:1

2:1

100'RP A

100'RPA

100'RP A

100' RPA

100'RP A 100'RP A

100'RPA

240 LF REVETMENT

CLASS III RIPRAP

+8 CREST

55 LF ELONGATED

TOE/OUTFALL

TIE INTO

EXISTING RIPRAP

RIPRAP DRAINAGE

CHANNEL

BANK

GRADING

TOP OF BANK GRADING

REVETMENT

DRAINAGE CHANNEL

SEE TYPICAL NORTHERN

SHORELINE SECTION

DIVERSION BERM

6' 9'

LIMIT OF WORK (TYP)

FALLEN WOODY

DEBRIS TO BE

REMOVED (TYP)

DRAINAGE CHANNEL

CLASS I RIPRAP 18" DEPTH

WITH FILTER FABRIC

APO #2

0+00

0+50

1+00

1+50

2+00

2+50

3+00 3+15

GRAVEL/DIRT ROAD

LANDWARD LIMIT

OF SAV (TYP)

TOE OF

REVETMENT

TOE OF

REVETMENT

En gi ne er s- Sc ie nt ist s-

Pl an ne rs

-D es ig ne rs

D at e:

A ug us t 1 4, D

P ro je ct

-1

-0

D es ig ne d By

: C F/

M M

D ra w n

By : R

W Ch ec ke d By

: M M

W id ew at er S ta te

P ar k

Sh or el in e St ab ili za tio n St af fo rd C ou nt y, Vi rg in ia

M cL aw s C irc le , S ui te

W ill ia m sb ur g, V A

La yo ut a nd

M at er ia ls N or th er n

Sh or el in e

C3.1

0 10 20 40 Feet

CONTRACTOR TO KEEP DRIVEWAY

OPEN AT ALL TIMES SO

LANDOWNER HAS TRAVELWAY

AVD

88 Elevation N

E le va tio n

Offset

Offset 0+50.00

-10

-5

-10

-5

250 500

0 10 20 30 40 500-10

AVD

88 Elevation N

E le va tio n

Offset

Offset 1+00.00

-10

-5

-10

-5

250 500

0 10 20 30 40 500-10

AVD

88 Elevation N

E le va tio n

Offset

Offset 1+50.00

-10

-5

-10

-5

250 500

0 10 20 30 40 500-10

AVD

88 Elevation N

E le va tio n

Offset

Offset 2+00.00

-10

-5

-10

-5

200 500

0 10 20 30 40 500-10

AVD

88 Elevation N

E le va tio n

Offset

Offset 2+50.00

-10

-5

-10

-5

200 500

0 10 20 30 40 500-10

AVD

88 Elevation N

E le va tio n

Offset

Offset 3+00.00

-10

-5

-10

-5

250 500

0 10 20 30 40 500-10

AVD

88 Elevation N

E le va tio n

Offset

Offset 3+50.00

-10

-5

-10

-5

250 500

0 10 20 30 40 500-10

AVD

88 Elevation N

E le va tio n

Offset

Offset 4+00.00

-10

-5

-10

-5

250 500

0 10 20 30 40 500-10

AVD

88 Elevation N

E le va tio n

Offset

Offset 4+50.00

-10

-5

-10

-5

250 500

0 10 20 30 40 500-10

MHW

+0.86

MLW

-0.93

MHW

+0.86

MLW

-0.93

MHW

+0.86

MLW

-0.93

MHW

+0.86

MLW

-0.93

MHW

+0.86

MLW

-0.93

MHW

+0.86

MLW

-0.93

MHW

+0.86

MLW

-0.93

MHW

+0.86

MLW

-0.93

MHW

+0.86

MLW

-0.93

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND EXISTING

GROUND

EXISTING

GROUND

EXISTING BOTTOM

EXISTING BOTTOMEXISTING BOTTOM

EXISTING BOTTOM EXISTING BOTTOM

EXISTING BOTTOMEXISTING BOTTOMEXISTING BOTTOM

2:1 GRADED SLOPE

CLASS III RIPRAP

REVETMENT

CLASS III RIPRAP

REVETMENTCLASS III RIPRAP

REVETMENT

CLASS III RIPRAP

REVETMENT

CLASS III RIPRAP

REVETMENTCLASS III RIPRAP

REVETMENT

CLASS III RIPRAP

REVETMENT CLASS III RIPRAP

REVETMENT

CLASS III RIPRAP

REVETMENT

DIVERSION BERM

E le va tio ns

E le va tio ns Typical Southern Shoreline Section

4' 2'

1.5:1

2:1

CUT

CREST ELEV.=+8

ELEV.=+2

CLASS III RIPRAP

FILTER FABRIC

FILL

9" TO 12" VA#1 STONE

EXISTING BOTTOM

EXISTING GROUND

MHW

+0.86

MLW

-0.93

GRADED SLOPE TO RECEIVE A

MINIMUM OF 3" OF TOPSOIL,

SEEDED, AND COVERED WITH NEDIA

KOIRMAT 700, OR EQUIVALENT

ZONE 4 (BANK SLOPE)

PLANTING AREA

ZONE 4 (BUFFER)

PLANTING AREA

DIVERSION BERM 9" HIGH X 36 WIDE TO

PREVENT RAIN WATER FROM WASHING

DOWN FACE OF GRADED SLOPE

En gi ne er s- Sc ie nt ist s-

Pl an ne rs

-D es ig ne rs

D at e:

A ug us t 1 4, D

P ro je ct

-1

-0

D es ig ne d By

: C F/

M M

D ra w n

By : R

W Ch ec ke d By

: M M

W id ew at er S ta te

P ar k

Sh or el in e St ab ili za tio n St af fo rd C ou nt y, Vi rg in ia

M cL aw s C irc le , S ui te

W ill ia m sb ur g, V A

Horiz.

Vert.

0 5 10 20 Feet

Se ct io ns

S ou th er n Sh or el in

C4.0

AVD

88 Elevation N

E le va tio n

Offset

Offset 0+40.00

-10

-5

-10

-5

0 10 20 30 400-10

AVD

88 Elevation N

E le va tio n

Offset

Offset 1+00.00

-10

-5

-10

-5

200 500

0 10 20 30 40 500-10

AVD

88 Elevation N

E le va tio n

Offset

Offset 1+50.00

-10

-5

-10

-5

200 500

0 10 20 30 40 500-10

AVD

88 Elevation N

E le va tio n

Offset

Offset 2+00.00

-10

-5

-10

-5

200 500

0 10 20 30 40 500-10

AVD

88 Elevation N

E le va tio n

Offset

Offset 2+50.00

-10

-5

-10

-5

200 500

0 10 20 30 40 500-10

AVD

88 Elevation N

E le va tio n

Offset

Offset 2+90.00

-10

-5

-10

-5

200 500

0 10 20 30 40 500-10

MHW

+0.86

MLW

-0.93

MHW

+0.86

MLW

-0.93

MHW

+0.86

MLW

-0.93

MHW

+0.86

MLW

-0.93

MHW

+0.86

MLW

-0.93

MHW

+0.86

MLW

-0.93

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING BOTTOMEXISTING BOTTOM

EXISTING BOTTOM EXISTING BOTTOM

EXISTING BOTTOMEXISTING BOTTOM

2:1 GRADED SLOPE2:1 GRADED SLOPE

2:1 GRADED SLOPE 2:1 GRADED SLOPE

2:1 GRADED SLOPE

CLASS III RIPRAP

REVETMENT

CLASS III RIPRAP

REVETMENT

CLASS III RIPRAP

REVETMENT CLASS III RIPRAP

REVETMENT

CLASS III RIPRAP

REVETMENTELONGATED

TOE/OUTFALL

DIVERSION BERM

E le va tio ns

1.5:1

CREST ELEV.=+8

ELEV.=+2

CLASS III RIPRAP

FILTER FABRIC

9" TO 12" VA#1 STONE

EXISTING BOTTOM

EXISTING

GROUND

MHW

+0.86

MLW

-0.93

2:1 CUT

DIVERSION BERM 9" HIGH X 36 WIDE TO

PREVENT RAIN WATER FROM WASHING

DOWN FACE OF GRADED SLOPE

GRADED SLOPE TO

RECEIVE A MINIMUM OF

3" OF TOPSOIL, SEEDED,

AND COVERED WITH

EC-2 MATTING

Typical Northern Shoreline Section

ZONE 4 (BANK SLOPE)

PLANTING AREA

ZONE 4 (BUFFER)

PLANTING AREAEXISTING

GRAVEL ROAD

GRADED SLOPE TO RECEIVE A

MINIMUM OF 3" OF TOPSOIL,

SEEDED, AND COVERED WITH NEDIA

KOIRMAT 700, OR EQUIVALENT

En gi ne er s- Sc ie nt ist s-

Pl an ne rs

-D es ig ne rs

D at e:

A ug us t 1 4, D

P ro je ct

-1

-0

D es ig ne d By

: C F/

M M

D ra w n

By : R

W Ch ec ke d By

: M M

W id ew at er S ta te

P ar k

Sh or el in e St ab ili za tio n St af fo rd C ou nt y, Vi rg in ia

M cL aw s C irc le , S ui te

W ill ia m sb ur g, V A

Horiz.

Vert.

0 5 10 20 Feet

Se ct io ns

N or th er n Sh or el in

C4.1

20" D 42" D

20" D 30" D24" D

20" D 15" D

10" D

12" D

28" D

6" C15" D 6" C

15" D

30" D

12" D

8" C

6" C

12" D

3" D

6" D

4" D

3" D

3" D 8" C

12" D

6" D

6" D 3" D

17" D

4" D 4" D 4" D

7" D

11" D4" D 6" D 15" D8" D

4" D

10" D

24" D

24" D 16" D

6" D

10" D 14" D5" D

14" D

12" C 36" D36" D

36" D

12" C

6" D 6" C

15" D18" D

15" D 18" C

12" C 12" C

DEAD

14" D 6" D 8" D

8" D

24" D 24" D

12" D

20" D

8" D 6" D

14" D 18" D

8" D

12" D

10" D

32" D

8" D

10" D

3' WOOD

FENCE

6" C 6" C

12" D

12" D 12" D

10" D

10" D10" D

12" D

8" D

RIP RAP

PICNIC

SHELTER

SIGN

-1

0.4

1.2 1.4

19.6 18.6 13.6

13.5

15.5

-0.6

-0.8

1.2

17.5

19.6

20.6

21.5

-0.8

1.2

20.2 17.7

17.5

15.3

11.3 12.4

1.5

2.6

15.5

17.4

20.2

16.6

14.5

WOODS

2.2 1.4

3.77.8

1.3

-1.3

-1.4

-1.2

-0.3

-0.9

-1.2

-1.1

-0.8

-0.6 0.3

-1.4

-0.3

-0.9

-1.4

-1.5 -1.3

-1.2

-1.0

-0.5 -0.1

-1.2

-1.4 -1.2

-1.1

-1.4

-1.1

-0.8 -0.8

-0.6 -0.6

-1.6

-1.2

-0.8

-0.4 -0.6

-1.0-1.1

-1.4

-1.3

-1.5 -1.5 -1.5

-1.4

-1.2

-0.5

-0.5 -0.8

-0.5

-1.2-1.1-1.1

-1.3 -1.3 -1.4

-1.5 -1.5-1.5

-1.6 -1.7

-1.4

-1.2

-0.7 0.1

-1.1

-1.4

-1.6

-0.4

POTOMAC RIVER

EBB

FLOOD

MHW

MHW MHW MHW MHW MHW

MHW

MHW MHW

MHW

M H

MLW

LW MLW MLW

MLW

MLW MLW

MLW

EOP

CONC. W

ALK

NC.

WAL

PICNIC

AREA

PLAYGROUND

PARKING

STRIPE (TYP.)

WILLOW OAK LANE

GRASS

FALLEN TREES

(TYP.)

VIMS SAV

17.3

19.3

14.4

20.5

21.4

18.8 16.5

13.8

1.3

1.3 4.5

18.4 19.6

20.5 20.3

18.5

19.6

14 16

-1-1

-1

-1.5 -1.5

-1.2

-1.3

-1.5

COMMON WEALTH OF VIRGINIA

PARCEL ID: 41-1

301.707 AC.

DOC. NO. 060008150X

1.2

DEAD

30" D

PICNIC

AREAPICNIC

AREA

1.5:1

100'RPA

100'RP A

100'RPA 100'RP A

100'RP A

100'RPA 100'RP A

100'RP A

100'RPA

BANK GRADING

TOP OF BANK GRADING

TOP OF BANK

GRADING

TOP OF BANK GRADING

BANK GRADING

458 LF REVETMENT

CLASS III RIPRAP

REVETMENT REVETMENT

EXISTING

DITCH

SEE SOUTHERN SHORELINE

TYPICAL SHORELINE SECTION

+8 +8

FALLEN WOODY DEBRIS

TO BE REMOVED (TYP)

FALLEN WOODY DEBRIS TO BE

REMOVED (TYP)

LIMIT OF WORK (TYP)

DRAINAGE INLET

CLASS I RIPRAP 18" DEPTH

WITH FILTER FABRIC

EXISTING SHORELINE

PROTECTION STRUCTURE

(VMRC #16-0198)

SAV (TYP)

TOE OF

REVETMENT

TOE OF

REVETMENT

TOE OF

REVETMENT

DIVERSION BERM

En gi ne er s- Sc ie nt ist s-

Pl an ne rs

-D es ig ne rs

D at e:

A ug us t 1 4, D

P ro je ct

-1

-0

D es ig ne d By

: C F/

M M

D ra w n

By : R

W Ch ec ke d By

: M M

W id ew at er S ta te

P ar k

Sh or el in e St ab ili za tio n St af fo rd C ou nt y, Vi rg in ia

M cL aw s C irc le , S ui te

W ill ia m sb ur g, V A

ZONE 4 (BANK SLOPE)

ZONE 4 (BUFFER ZONE)

PLANTING AREA 15,562 SF Pl an tin g

Ar ea s S ou th er n Sh or el in e

C5.0

0 10 20 40 Feet

6" D

12" D

6" D 24" D

12" D

12" D 6" D

30" D

24" D

8" D

10" D

24" D18" D

5" D

30" D

15" D

6" D

5" D

7" D

18" D

36" D

24" D 18" D

28" D

24" D 6" D

24" D

36" D

6" D 36" D8" D 10" D

5" D 24" D

15" D

6" D

12" D

15" D 4" D

30" D15" D

18" D 12" D

24" D

8" D12" D

8" D

12" D 12" D

8" D

6" D 36" D

12" D

12" D 12" D

12" D12" D

6" D

8" D

18" D

24" D

12" D

12" D 12" D

12" D

12" D 12" D12" D

12" D 24" D

15" D

15" D 12" D8" D

4" D

18" D

12" D 12" D

12" D12" D 12" D

10" D 5" D 10" D

4" D

GRAVEL

WOOD

FENCE

WOOD

FENCE

15" CMP

INV=1.76'

24" RCP

INV=0.66'

RIP RAP

AND DEBRIS

POST WITH

SOLAR PANEL

RIP RAP

2 3 4

3.70

4.72

12.30

13.80

14.21

14.64

1.7

1.3

1.4

5.3

14.7

1.0

-0.3

-0.6 -0.4

-0.3 0.9

-1

WOODS

-1.5 -1.6 -1.3

-1.6 -1.5 -1.5 -1.5 -1.6 -1.5 -1.5

-1.3

-1.5-1.3-1.3

12 13

13.7

13.9 14.1

14.5

13.8

13.2

13.1

11.3

-1

-0.4 -0.2

-0.3

-0.5

-0.6 -0.5 -0.8

POTOMAC RIVER

EBB

FLOOD

FALLEN TREES

(TYP.)

RUST JOHN W & MARY B TRUSTEES

PARCEL ID: 41-1A

921 BRENT POINT ROAD

COMMON WEALTH OF VIRGINIA

PARCEL ID: 41-1

301.707 AC.

DOC. NO. 060008150X

5105 10 5 3

MLW

MLW MLW M

MLW

MLW MLW

MLW

MLW MLW

MLW

MHW

MHW MHW

MHW

MHW MHW MHW

MHW MHW

MHW

VIMS SAV

3.4

1.4

1.3

2.3

10.7

1.6

12.5

13.4

13.8

14.2

14.3

14.9

14.8

14.6

14.8

14.7

14.413.812.6

-0.2 0.4

0.2

1.41.51.7 1.6

-1.1

0.31.7

1.6

13.8

-1.2 -1.2

-1.1 -1.2-1.2

-1.2

1.3

1.5 4.3

-1 -1

-1

2.1

2 1

2.5

-0.5

-0.6 -0.31.6

12.6 2.7 14.3

-0.3

-0.2

11.5:1

1.5:1

12:1

2:1

100'RP A

100'RPA

100'RP A

100' RP A

100'RP A 100'RP A

100'RPA

240 LF REVETMENT

CLASS III RIPRAP

+8 +8

55 LF ELONGATED

TOE/OUTFALL

TIE INTO

EXISTING RIPRAP

RIPRAP DRAINAGE

CHANNEL

BANK

GRADING

TOP OF BANK GRADING

REVETMENT

DRAINAGE CHANNEL

SEE TYPICAL NORTHERN

SHORELINE SECTION

DIVERSION BERM

LIMIT OF WORK (TYP)

FALLEN WOODY

DEBRIS TO BE

REMOVED (TYP)

DRAINAGE CHANNEL

CLASS I RIPRAP 18" DEPTH

WITH FILTER FABRIC

SAV (TYP)

APO #2

TOE OF

REVETMENT

TOE OF

REVETMENT

TOE OF

REVETMENT

En gi ne er s- Sc ie nt ist s-

Pl an ne rs

-D es ig ne rs

D at e:

A ug us t 1 4, D

P ro je ct

-1

-0

D es ig ne d By

: C F/

M M

D ra w n

By : R

W Ch ec ke d By

: M M

W id ew at er S ta te

P ar k

Sh or el in e St ab ili za tio n St af fo rd C ou nt y, Vi rg in ia

M cL aw s C irc le , S ui te

W ill ia m sb ur g, V A

ZONE 4 (BANK SLOPE)

ZONE 4 (BUFFER ZONE)

PLANTING AREA 5,086 SF

0 10 20 40 Feet

Pl an tin g

Ar ea s N or th er n Sh or el in

C5.1 ne er s- Sc ie nt ist s-

Pl an ne rs

-D es ig ne rs

D at e:

A ug us t 1 4, D

P ro je ct

-1

-0

D es ig ne d By

: C F/

M M

D ra w n

By : R

W Ch ec ke d By

: M M

W id ew at er S ta te

P ar k

Sh or el in e St ab ili za tio n St af fo rd C ou nt y, Vi rg in ia

M cL aw s C irc le , S ui te

W ill ia m sb ur g, V A

Pl an tin g N ot es

D et ai ls

C5.2

Zone IV (Bank Slope & Buffer) Total Area 20,648 sf.

Understory Trees

Shrubs

Balled & Burlapped, & Container Plants N.T.S.

Planting Notes

1. ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED AS SHOWN ON THE

PLANS FOR FIELD REVIEW AND APPROVAL BY THE OWNER PRIOR TO

INSTALLATION.

2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL BELOW GRADE AND ABOVE

GROUND UTILITIES AND NOTIFY OWNERS REPRESENTATIVE OF CONFLICTS.

3. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND

CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.

4. A 3-INCH DEEP MULCH RING PER SPECIFICATION SHALL BE INSTALLED UNDER

ALL TREES AND SHRUBS, AND IN ALL PLANTING BEDS, UNLESS OTHERWISE

INDICATED ON THE PLANS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE.

5. ALL TREES SHALL BE BALLED AND BURLAPPED OR CONTAINERIZED, UNLESS

OTHERWISE NOTED IN THE DRAWINGS OR SPECIFICATION, OR APPROVED BY

THE OWNER'S REPRESENTATIVE.

6. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED BY LANDSCAPE

ARCHITECT AND APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE.

7. ALL PLANT MATERIALS INSTALLED SHALL MEET THE SPECIFICATIONS OF THE

"AMERICAN STANDARDS FOR NURSERY STOCK" BY THE AMERICAN

ASSOCIATION OF NURSERYMEN AND CONTRACT DOCUMENTS.

8. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING

DATE OF FINAL ACCEPTANCE.

9. ALL DISTURBED AREAS NOT OTHERWISE NOTED ON CONTRACT DOCUMENTS

SHALL BE SEEDED OR MULCHED AS DIRECTED BY OWNER'S REPRESENTATIVE.

Notes:

Shrub Bed Planting N.T.S.

Tree Planting (For Trees Under 4" Caliper) N.T.S. Source: VHB LD_602

9/18

NOTES

1. STAKING IS NOT REQUIRED FOR TREES

UNDER 3" CALIPER.

3' MULCH CIRCLE

SIT ROOTBALL ON EXISTING

UNDISTURBED SOIL OR ON

COMPACTED SUBGRADE

UNTIE AND CUT AWAY BURLAP

FROM 13 OF ROOTBALL (MIN.);

IF SYNTHETIC WRAP IS USED,

REMOVE COMPLETELY

PLANT BACKFILL MIXTURE.

SLOPE TO FORM

3" HIGH SAUCER

3" BARK MULCH,

DO NOT PLACE MULCH

WITHIN 3" OF TRUNK

TRUNK FLARE SHALL BE

COMPLETELY EXPOSED, SET

2" ABOVE THE ESTABLISHED

FINISH GRADE

TREE SHALL BE SET PLUMB,

AFTER SETTLEMENT

2"X2"X8' HARDWOOD STAKE

(2 STAKES PER TREE)

(PLACE WITHIN 6" OF ROOTBALL)

PAINT TOP 6" OF STAKES ORANGE

OR REFLECTIVE RED TAPE

NYLON TREE TIE WEBBING

(LOOSELY TIED)

TRUNK

TREE TIE

ROOTBALL

TREE PIT

HARDWOOD STAKES

OR DEADMEN (TYP.)

PLAN

Notes:

Evergreen Tree Planting N.T.S.

Plan

REV

Quantity Spacing Size

File details come from the government source that posted it. Updated Sep 23, 2026.