2022.10.19 Ringgold Rail Trail Pedestrian Bridge - Drawings.pdf

PDF 22 MB Posted Jul 23, 2024

Attached to: Ringgold Trail Bridge Repairs
Solicitation number: 72404
Issued by: Patrick County, Virginia

About this file

Written by GovTribe AI · Jul 23, 2024

This document contains drawings for the Ringgold Rail Trail Pedestrian Bridge project, which is a state and local contract opportunity in Virginia's Pittsylvania County. The project involves repairs to the Ringgold Bridge, including grading, demolition of the existing bridge, and construction of a new bridge span. No details on item quantities, response dates, due dates, site visits, bidder's meetings, award dates, or contract term are provided in this document.

The document does not contain information on pricing terms, set asides, incumbents, funding requirements and sources, or any other salient details beyond the project overview and location.

View the file

Other files

File	Type	Posted
2024.07.22 Ringgold Rail Trail Pedestrian Bridge - Bid Documents - FINAL.pdf	PDF	Aug 28, 2024
2022.10.19 Ringgold Rail Trail Pedestrian Bridge - Drawings.pdf	PDF	Aug 28, 2024
2024.07.22 Ringgold Rail Trail Pedestrian Bridge - Bid Documents - FINAL.pdf	PDF	Aug 28, 2024
2022.10.19 Ringgold Rail Trail Pedestrian Bridge - Drawings.pdf	PDF	Aug 28, 2024
Pre-Bid Agenda document.pdf	PDF	Aug 28, 2024
Bid Tab Sheet	—	Aug 28, 2024
Pre-Bid Agenda document.pdf	PDF	Aug 28, 2024
2024.07.22 Ringgold Rail Trail Pedestrian Bridge - Bid Documents - FINAL.pdf	PDF	Jul 23, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

G G

R A

E D

E S

N B

G E

S U

P E

R S

R E

C E

M E

N T

A N

D S

U B

U C

E M

O D

O N

C O

U N

G G

, V

Drawing Index

Contacts:

Pittsylvania County

Pittsylvania County, Virginia

Ringgold Rail Trail Pedestrian Bridge

February 11, 2022 Revised October 19, 2022

Civil

General T-100 Cover Sheet

T-101 General Erosion and Sediment Control Notes

C-100 Existing Conditions C-110 Bridge Access Road C-111 Restoration Plan C-200 Erosion and Sediment Control Details C-201 Erosion and Sediment Control Details C-202 Erosion and Sediment Control Details C-300 Drainage Area Plan

Vicinity Map

COVER

SHEET

T100

SITE

NOTE: ACCORDING TO DOCUMENTS

OBTAINED FROM FEMA, THIS

PROJECT IS A RESTORATION OF

PRE-DISASTER CONDITIONS. NO

UPGRADES ARE INCLUDED IN THE

SITE DESIGN.

Structural S-1 General Plan & Elevation S-2 Typical Section S-3 Demolition & Construction Sequence S-4 Removal and Reconstruction Limits & Details S-5 General Notes & Quantities S-6 Bore Data S-7 Bore Data S-8 Pier 3 Elevation S-9 Pier 3 Details S-10 Arch Elevation - 1 S-11 Arch Elevation - 2 S-12 Arch Sections & Details - 1 S-13 Arch Sections & Details - 2 S-14 Bearing Seat Details - 1 S-15 Bearing Seat Details - 2 S-16 Framing Plan S-17 Beam Details S-18 Beam Details S-19 Curb & Fascia Panels S-20 Reinforcement Bar Schedule

SHEET NO.

KEY PLAN

SEAL

SCALE

APPROVED BY

CHECKED BY

REVISIONS

TITLE

DRAWN BY

DATE

PROJECT NO.

Dewberry Engineers Inc.

551 Piney Forest Road Danville ,VA 24540 Phone: 434.797.4497 Fax: 434.797.4341

AutoCAD SHX Text

BIDDING

AutoCAD SHX Text

APPROVAL

AutoCAD SHX Text

PRELIMINARY

AutoCAD SHX Text

SET NUMBER

AutoCAD SHX Text

RECORD

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

SUBMITTAL

AutoCAD SHX Text CIVIL ENGINEER: Dewberry Mark Talbert, P.E. 551 Piney Forest Road Danville, Virginia 24540 PH. (434) 549-8528 FAX (434) 797-4341 mtalbert@dewberry.com

AutoCAD SHX Text COUNTY PLAN REVIEWER: Pittsylvania County Deputy Zoning Administrator Karen Hayes 1 Center Street P.O. Box 426 Chatham, Virginia 24531 PH. (434) 432-1771 karen.hayes@pittgov.org

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text OWNER: Pittsylvania County Assistant County Administrator Dave Arnold 1 Center Street Chatham, VA 24531 PH. (434) 770-0394 FAX (434) 432-7714 dave.arnold@pittgov.org

AutoCAD SHX Text No.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

AutoCAD SHX Text Description

AutoCAD SHX Text 02/11/2021

AutoCAD SHX Text 50106038

AutoCAD SHX Text

JSS

AutoCAD SHX Text

MAT

AutoCAD SHX Text

AutoCAD SHX Text 4/11/2022

AutoCAD SHX Text

JSS

AutoCAD SHX Text County Comments

AutoCAD SHX Text

AutoCAD SHX Text 5/11/2022

AutoCAD SHX Text

JSS

AutoCAD SHX Text DEQ Comments

AutoCAD SHX Text

AutoCAD SHX Text 5/26/2022

AutoCAD SHX Text

JSS

AutoCAD SHX Text DEQ Comments

AutoCAD SHX Text

AutoCAD SHX Text 10/19/2022

AutoCAD SHX Text

JSS

AutoCAD SHX Text DEQ Comments

AutoCAD SHX Text STRUCTURAL ENGINEER: Dewberry Matthew Payne, P.E. 2610 Wycliff Road, Suite 410 Raleigh, NC 27607 PH. (919) 636-6322 mpayne@dewberry.com

GENERAL NOTES

T101

1. SOIL STABILIZATION: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO

DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF

THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO

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

LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE

TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.

2. SOIL STOCKPILE STABILIZATION: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES

AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING

MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND

PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS

AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.

3. PERMANENT STABILIZATION: 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 IS

UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.

4. SEDIMENT BASINS AND TRAPS: SEDIMENT BASINS, SEDIMENT TRAPS, PERIMETER DIKES,

SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE

CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE

FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.

5. STABILIZATION OF EARTHEN STRUCTURES: STABILIZATION MEASURES SHALL BE APPLIED TO

EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER

INSTALLATION.

6. SEDIMENT TRAPS AND SEDIMENT BASINS: SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE

DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY

THE TRAP OR BASIN.

a. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER

ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS

THAN THREE ACRES.

b. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM

DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY

A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE

134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A

MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR

STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS

SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO

EXIST WHILE THE SEDIMENT BASIN IS UTILIZED.

7. CUT AND FILL SLOPES DESIGN & CONSTRUCTION: CUT AND FILL SLOPES SHALL BE DESIGNED

AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO

BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE

PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS

CORRECTED.

8. CONCENTRATED RUNOFF DOWN SLOPES: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN

CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT

CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.

9. SLOPE MAINTENANCE: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE

OR OTHER PROTECTION SHALL BE PROVIDED.

10. STORM SEWER INLET PROTECTION: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE

DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT

ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED

TO REMOVE SEDIMENT.

11. STORMWATER CONVEYANCE PROTECTION: BEFORE NEWLY CONSTRUCTED STORMWATER

CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET

PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE

INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.

12. WORK IN LIVE WATERCOURSE: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED,

PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT

TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING

CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF

CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF

ARMORED BY NONERODIBLE COVER MATERIALS.

13. CROSSING LIVE WATERCOURSE: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY

CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY

VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE

PROVIDED.

14. REGULATION OF WATERCOURSE CROSSING: ALL APPLICABLE FEDERAL, STATE AND LOCAL

REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE

MET.

15. STABILIZATION OF WATERCOURSE: THE BED AND BANKS OF A WATERCOURSE SHALL BE

STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED.

16. UNDERGROUND UTILITY LINE INSTALLATION: 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. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN

ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.

e. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER.

f. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH.

17. VEHICULAR SEDIMENT TRACKING: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES

INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE

TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE

SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE

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 SEDIMENT

CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS

REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS

AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES.

18. REMOVAL OF TEMPORARY MEASURES: ALL TEMPORARY EROSION AND SEDIMENT CONTROL

MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER

THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY

THE VESCP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING

FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO

PREVENT FURTHER EROSION AND SEDIMENTATION.

19. STORMWATER MANAGEMENT: PROPERTIES AND WATERWAYS DOWNSTREAM FROM

DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND

DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER

RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH

THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION

PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN-MADE

CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY

REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS:

a. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE

DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING

CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS

DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE

OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED.

b. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER:

i. THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT

OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE

CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR

ii. (A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO

VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION

OF CHANNEL BED OR BANKS.

(B) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE

USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS

BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER

WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND

STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM.

c. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE

CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL:

i. IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT

OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE

CHANNEL, THE BED, OR THE BANKS; OR

ii. IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IS

CONTAINED WITHIN THE APPURTENANCES;

iii.DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF

RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL

CHANNEL OR WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A

TEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL;

iv.PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR

OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT

DOWNSTREAM EROSION.

d. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS.

e. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED

CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT

PROJECT.

f. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE

SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE

DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS

OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE.

g. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION

FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO

THE RECEIVING CHANNEL.

h. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE.

i. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION

ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE

CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY.

j. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR

PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE

CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT,

AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT.

HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION

SHALL BE USED IN ALL ENGINEERING CALCULATIONS.

k. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED

IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL

INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE.

l. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER

MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY

REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE

CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE

PRACTICES ARE DESIGNED TO

i. DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS;

ii. DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING

FROM THE ONE YEAR, 24-HOUR STORM; AND

iii.REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10-YEAR, 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE

FROM THE SITE ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH

MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS

EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED

CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED

CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY

REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY

REGULATIONS PROMULGATED PURSUANT TO § 62.1-44.15:54 OR 62.1-44.15:65 OF THE ACT.

m.FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND

VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT AND THIS SUBSECTION SHALL

BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE

STORMWATER MANAGEMENT ACT (§ 62.1-44.15:24 ET SEQ. OF THE CODE OF VIRGINIA) AND

ATTENDANT REGULATIONS, UNLESS SUCH LAND-DISTURBING ACTIVITIES ARE IN

ACCORDANCE WITH 9VAC25-870-48 OF THE VIRGINIA STORMWATER MANAGEMENT

PROGRAM (VSMP) REGULATIONS.

n. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN

9VAC25-870-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP)

REGULATIONS SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF SUBDIVISION 19 OF

THIS SUBSECTION.

NOTE: ACCORDING TO DOCUMENTS

OBTAINED FROM FEMA, THIS

PROJECT IS A RESTORATION OF

PRE-DISASTER CONDITIONS. NO

UPGRADES ARE INCLUDED IN THE

SITE DESIGN.

SHEET NO.

KEY PLAN

SEAL

SCALE

APPROVED BY

CHECKED BY

REVISIONS

TITLE

DRAWN BY

DATE

PROJECT NO.

Dewberry Engineers Inc.

551 Piney Forest Road Danville ,VA 24540 Phone: 434.797.4497 Fax: 434.797.4341

G G

R A

E D

E S

N B

G E

S U

P E

R S

R E

C E

M E

N T

A N

D S

U B

U C

E M

O D

O N

C O

U N

G G

, V

AutoCAD SHX Text %%UGeneral Notes

AutoCAD SHX Text

1. FIELD VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL UTILITIES PRIOR TO FIELD VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. NOTIFY THE UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. CONTACT MISS UTILITY (811) 48 HOURS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. 2. NOTIFY THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO ANY NOTIFY THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO ANY CONSTRUCTION ON STREET RIGHT-OF-WAYS (PHONE NO. 434-432-7219). 3. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., CONTRACTOR WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE. 4. EROSION AND SEDIMENT CONTROL NOTES: EROSION AND SEDIMENT CONTROL NOTES: A. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL CONFORM ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND THE VDOT ROAD AND BRIDGE STANDARDS MANUAL. B. CONTRACTOR SHALL INSTALL SILT BARRIERS, INLET PROTECTION, CONTRACTOR SHALL INSTALL SILT BARRIERS, INLET PROTECTION, CONSTRUCTION ENTRANCES AT POINTS OF INGRESS AND EGRESS TO PUBLIC RIGHT-OF-WAY, STABILIZE DISTURBED AREAS, AND PROVIDE OTHER MEASURES REQUIRED AS SHOWN ON THE DRAWINGS AND SPECIFIED. C. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PREVENT CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PREVENT TRACKING ON EXISTING PAVEMENTS. D. CONTRACTOR SHALL INSTALL GRAVEL CONSTRUCTION ROAD CONTRACTOR SHALL INSTALL GRAVEL CONSTRUCTION ROAD STABILIZATION OF ADEQUATE AREA TO ACCOMMODATE CONSTRUCTION VEHICLE PARKING, MATERIAL STORAGE, ETC. AT A LOCATION CONVENIENT TO THE INDIVIDUAL CONSTRUCTION AREAS AND CONSISTENT WITH THE CONSTRUCTION SEQUENCES. E. THE LOCATIONS OF SEDIMENT AND EROSION CONTROL MEASURES THE LOCATIONS OF SEDIMENT AND EROSION CONTROL MEASURES SHOWN ON PLANS ARE APPROXIMATE, THE EXACT LOCATION MUST BE DETERMINED IN THE FIELD. F. A ROCK CHECK DAM SHALL BE INSTALLED BELOW THE DISTURBED A ROCK CHECK DAM SHALL BE INSTALLED BELOW THE DISTURBED AREA WITHIN DITCH LINES AND/OR WHERE DITCH LINES OUTLET TO UNDISTURBED AREAS. G. SILT FENCE SHALL BE PROVIDED BELOW DISTURBED AREAS FOR ALL SILT FENCE SHALL BE PROVIDED BELOW DISTURBED AREAS FOR ALL LOCATIONS WHERE DISTURBED AREA DRAINS TOWARD PROPERTY OWNER BY OTHERS AND/OR TOWARD STREAMS. 5. ALL DISTURBED AREAS ARE TO BE MULCHED AND SEEDED PER THE ALL DISTURBED AREAS ARE TO BE MULCHED AND SEEDED PER THE SPECIFICATIONS WITHIN 7 DAYS OF ACHIEVING FINAL GRADES. 6. IF CONSTRUCTION SCHEDULE DOES NOT ALLOW PERMANENT SEEDING IN THE IF CONSTRUCTION SCHEDULE DOES NOT ALLOW PERMANENT SEEDING IN THE DATES SHOWN IN THE SPECIFICATIONS OR IF CONSTRUCTION IS TEMPORARILY HALTED FOR A PERIOD OF 14 DAYS OR LONGER DUE TO WEATHER, WINTER SHUT DOWN, ETC., CONTRACTOR SHALL INSTALL TEMPORARY SEEDING WITHIN 7 DAYS. WHEN PERMANENT SEEDING DATES CAN BE ACCOMMODATED, THE CONTRACTOR SHALL RESEED WITH PERMANENT SEEDING MIXTURES. ALL SEEDED AREAS, WHICH DO NOT PRODUCE A THICK, HEALTHY, DESIRABLE VEGETATIVE COVER, ARE TO BE RESEEDED AND MULCHED AS NECESSARY UNTIL ACCEPTABLE VEGETATIVE COVER IS ESTABLISHED. PRIOR TO RESEEDING WITH PERMANENT VEGETATION, ALL ESTABLISHED TEMPORARY VEGETATION IS TO BE REMOVED. 7. ANY CONSTRUCTION WITHIN THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ANY CONSTRUCTION WITHIN THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S RIGHTS-OF-WAY ARE TO BE IN ACCORDANCE WITH THE STATE'S STANDARDS AND SPECIFICATIONS REGARDING MATERIALS, INSTALLATION, AND TESTING, UNLESS NOTED OTHERWISE IN THE CONTRACT DRAWINGS AND TECHNICAL SPECIFICATIONS, EXCEPT THE METHOD OF PAYMENT WHICH WILL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS AND CONTRACT DOCUMENTS. ANY CONSTRUCTION WITHIN THE VDOT RIGHTS-OF-WAYS AND AT ENTRANCE TO VDOT RIGHT-OF-WAYS ARE TO BE SIGNED IN ACCORDANCE WITH THE VIRGINIA WORK AREA PROTECTION MANUAL STANDARDS AND GUIDELINE. 8. TOPSOIL IS TO BE STOCKPILED AND RE-SPREAD OVER DISTURBED AREAS TO BE TOPSOIL IS TO BE STOCKPILED AND RE-SPREAD OVER DISTURBED AREAS TO BE SEEDED PER THE TECHNICAL SPECIFICATIONS. STOCKPILES SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AND SEDIMENT AND EROSION CONTROLS DEVICES/MEASURES SHALL BE INSTALLED AS NECESSARY. THESE STOCKPILES ARE TO BE LOCATED IN AREAS THAT MINIMIZE DISTURBANCE TO CONSTRUCTION OPERATIONS. ANY OFF-SITE LAND DISTURBING ACTIVITIES ASSOCIATED WITH THIS PROJECT MUST HAVE AN APPROVED EROSION AND SEDIMENT CONTROL PLAN. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING DOCUMENTATION OF THE APPROVED EROSION SEDIMENT CONTROL PLAN FOR EACH OF THESE SITES. 9. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES TO BE REMOVED ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES TO BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. 10. ALL DISTURBED PAVEMENT AND GRAVEL DRIVES ARE TO BE RESTORED TO ALL DISTURBED PAVEMENT AND GRAVEL DRIVES ARE TO BE RESTORED TO ORIGINAL CONDITION OR BETTER. 11. WHEN CONSTRUCTION DISTURBS EXISTING DITCH LINES, THE RESTORED DITCH WHEN CONSTRUCTION DISTURBS EXISTING DITCH LINES, THE RESTORED DITCH LINES SHALL BE STABILIZED WITH EXCELSIOR MAT OR SOD FOR EROSION CONTROL. 12. DRIVEWAYS, FENCES, MAILBOXES, ROAD SIGNS, STEPS, SIDEWALKS, ETC., THAT DRIVEWAYS, FENCES, MAILBOXES, ROAD SIGNS, STEPS, SIDEWALKS, ETC., THAT INTERFERE WITH CONSTRUCTION ARE TO BE RESTORED TO ORIGINAL CONDITION. 13. PAVED DRIVEWAYS, PARKING LOTS, AND PRIVATE ROADS SHALL BE OPEN-CUT PAVED DRIVEWAYS, PARKING LOTS, AND PRIVATE ROADS SHALL BE OPEN-CUT UNLESS SHOWN OTHERWISE. 14. CONTRACTOR SHALL NOT DISTURB ANY TREES, SHRUBS, OR LANDSCAPING CONTRACTOR SHALL NOT DISTURB ANY TREES, SHRUBS, OR LANDSCAPING OUTSIDE THE CONSTRUCTION LIMITS. CONTRACTOR SHALL USE EXTREME CAUTION TO PREVENT DISTURBANCE TO THE TREES, SHRUBS, ETC., WHICH ARE IN THE CONSTRUCTION LIMITS AND NOTED TO REMAIN. 15. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO VERIFY THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO VERIFY LOCATION OF AND PREVENT DISTURBANCE OF ANY EXISTING UTILITIES IN WORK AREA, AND PROVIDE IMMEDIATE TEMPORARY SERVICE TO ANY DAMAGED UTILITIES AT THE EXPENSE OF THE CONTRACTOR. ANY EXISTING UTILITIES NOT LOCATED PRIOR TO BEGINNING CONSTRUCTION THAT ARE DAMAGED DURING CONSTRUCTION OR WHICH CONFLICT WITH PROPOSED CONSTRUCTION SHALL BE REPAIRED OR RELOCATED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 16. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN, POSTAL & VEHICULAR ACCESS THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN, POSTAL & VEHICULAR ACCESS TO & FROM ALL DWELLINGS & BUSINESSES DURING CONSTRUCTION. 17. TOPOGRAPHIC SURVEY FOR THIS PROJECT IS BASED ON A CURRENT FIELD TOPOGRAPHIC SURVEY FOR THIS PROJECT IS BASED ON A CURRENT FIELD SURVEY DATED DECEMBER 2020. 18. HORIZONTAL CONTROL: VIRGINIA STATE PLANE (SOUTH ZONE) (NAD83, NSRS HORIZONTAL CONTROL: VIRGINIA STATE PLANE (SOUTH ZONE) (NAD83, NSRS 2011, US FT). HORIZONTAL CONTROL ESTABLISHED BY GPS OBSERVATIONS AND COMPUTED USING THE KEYNETGPS VIRTUAL REFERENCE STATION NETWORK(VRS).

AutoCAD SHX Text VA E&S Minimum Standards

AutoCAD SHX Text No.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

AutoCAD SHX Text Description

AutoCAD SHX Text 02/11/2021

AutoCAD SHX Text 50106038

AutoCAD SHX Text

JSS

AutoCAD SHX Text

MAT

AutoCAD SHX Text

AutoCAD SHX Text 4/11/2022

AutoCAD SHX Text

JSS

AutoCAD SHX Text County Comments

AutoCAD SHX Text

AutoCAD SHX Text 5/11/2022

AutoCAD SHX Text

JSS

AutoCAD SHX Text DEQ Comments

AutoCAD SHX Text

AutoCAD SHX Text 5/26/2022

AutoCAD SHX Text

JSS

AutoCAD SHX Text DEQ Comments

AutoCAD SHX Text

AutoCAD SHX Text 10/19/2022

AutoCAD SHX Text

JSS

DEQ Comments

26D

HSG: B

HSG: B/D

12C

HSG: B

16B

HSG: D

C100

30'0' 15' 60'

SCALE: 1" = 30'

EXISTING

CONDITIONS

NOTE: ACCORDING TO DOCUMENTS OBTAINED FROM FEMA, THIS

PROJECT IS A RESTORATION OF PRE-DISASTER CONDITIONS. NO

UPGRADES ARE INCLUDED IN THE SITE DESIGN.

SHEET NO.

KEY PLAN

SEAL

SCALE

APPROVED BY

CHECKED BY

REVISIONS

TITLE

DRAWN BY

DATE

PROJECT NO.

Dewberry Engineers Inc.

551 Piney Forest Road Danville ,VA 24540 Phone: 434.797.4497 Fax: 434.797.4341

G G

R A

E D

E S

N B

G E

S U

P E

R S

R E

C E

M E

N T

A N

D S

U B

U C

E M

O D

O N

C O

U N

G G

, V

NOTE: TOPO SHOWN ON THIS DRAWING IS COMBINED FROM DEWBERRY

SURVEY AND PITTSYLVANIA COUNTY AERIAL SURVEY.

WETLAND WB

(PFO)

WETLAND WA

(PEM)

STREAM SB STREAM SA

LOUIS H. DALTON

PIN : 2368-03-5951

DONALD W. AND FRANCES E. WILES

PIN : 2358-83-2440

RICHARD L., JR. AND MARY JO W. SOWERS

PIN : 2358-84-4492

CLOVERDALE LUMBER CO INC

PIN : 2368-02-4887

CLOVERDALE LUMBER CO INC

PIN : 2358-81-6739

ZONE A FLOODPLAIN

AutoCAD SHX Text

NLS

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

48" WOV

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

RAILROAD TRESTLE / WALK TRAIL BRIDGE

AutoCAD SHX Text

48" WOV

AutoCAD SHX Text

6"X6" WOOD 2 MILE MARKER POST

AutoCAD SHX Text N:3383237.386

AutoCAD SHX Text E:11259595.850

AutoCAD SHX Text

ELEV:461.92

AutoCAD SHX Text 60d NAIL SET

AutoCAD SHX Text CONTROL POINT No. 1

AutoCAD SHX Text N:3383209.534

AutoCAD SHX Text E:11259513.320

AutoCAD SHX Text

ELEV:461.96

AutoCAD SHX Text N:3383287.191

AutoCAD SHX Text E:11259751.213

AutoCAD SHX Text

ELEV:460.15

AutoCAD SHX Text 60d NAIL SET

AutoCAD SHX Text CONTROL POINT No. 2

AutoCAD SHX Text 60d NAIL SET

AutoCAD SHX Text CONTROL POINT No. 50

AutoCAD SHX Text

48" WOV

AutoCAD SHX Text

48" WOV

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

EOG

AutoCAD SHX Text

EOG

AutoCAD SHX Text

EOG

AutoCAD SHX Text

EOG

AutoCAD SHX Text

BENCH MARK: NGS MONUMENT FY0762 ELEVATION = 462.69 SEE NOTE 2

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

TRV#6049

AutoCAD SHX Text

ELEV=465.50

AutoCAD SHX Text

TRV#6128

AutoCAD SHX Text

ELEV=468.28

AutoCAD SHX Text

RAIL TRAIL

AutoCAD SHX Text

EOG

AutoCAD SHX Text

EOG

AutoCAD SHX Text

DIRT TRAIL

AutoCAD SHX Text

DIRT TRAIL

AutoCAD SHX Text

AutoCAD SHX Text No.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

AutoCAD SHX Text Description

AutoCAD SHX Text 02/11/2021

AutoCAD SHX Text 50106038

AutoCAD SHX Text

JSS

AutoCAD SHX Text

MAT

AutoCAD SHX Text

AutoCAD SHX Text 4/11/2022

AutoCAD SHX Text

JSS

AutoCAD SHX Text County Comments

AutoCAD SHX Text

AutoCAD SHX Text 5/11/2022

AutoCAD SHX Text

JSS

AutoCAD SHX Text DEQ Comments

AutoCAD SHX Text

AutoCAD SHX Text 5/26/2022

AutoCAD SHX Text

JSS

AutoCAD SHX Text DEQ Comments

AutoCAD SHX Text

AutoCAD SHX Text 10/19/2022

AutoCAD SHX Text

JSS

DEQ Comments

26D

HSG: B

HSG: B/D

12C

HSG: B

16B

HSG: D

414.00

415.00

414.21

414.10

415.00

444.74

446.05

443.41

445.60

466.00

414.91

414.80

417.75

SHEET NO.

KEY PLAN

SEAL

SCALE

APPROVED BY

CHECKED BY

REVISIONS

TITLE

DRAWN BY

DATE

PROJECT NO.

Dewberry Engineers Inc.

551 Piney Forest Road Danville ,VA 24540 Phone: 434.797.4497 Fax: 434.797.4341

C110

30'0' 15' 60'

SCALE: 1" = 30'

BRIDGE ACCESS

ROAD

THE FOLLOWING SEQUENCE OF CONSTRUCTION SHALL BE ADHERED TO BY THE CONTRACTOR AT ALL TIMES:

1. OBTAIN ALL PERMITS AND POST ALL REQUIRED BONDS.

2. CONTRACTOR SHALL KEEP & MAINTAIN A COPY OF THE VIRGINIA EROSION & SEDIMENT CONTROL

HAND-BOOK, LATEST EDITION ON-SITE AT ALL TIMES.

3. INSTALL PERIMETER SILT FENCE AND TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT. TEMPORARY

EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO ALL LAND DISTURBING ACTIVITIES.

4. ALL SPECIFIC LOCATIONS FOR SILT FENCE OR STONE CHECK DAMS ARE NOT SHOWN ON THE APPROVED

PLANS. THE NEED FOR ADDITIONAL E&S CONTROL MEASURES IS TO BE DETERMINED IN THE FIELD BY THE

PROJECT ENGINEER AND THE EROSION CONTROL DIRECTOR.

5. INSTALL BLANKET MATTING AND RIP-RAP IN DITCHES AND ON STEEP SLOPES PER DETAILS.

6. TEMPORARY SEEDING SHALL OCCUR AS CONSTRUCTION PROGRESSES. NO SECTION OF DISTURBANCE

LONGER THAN 1000' SHALL BE LEFT UNSEEDED. TEMPORARY SEEDING SHALL COMPLY W/ DEQ.

7. REMOVE EROSION AND SEDIMENT CONTROL MEASURES UPON SITE STABILIZATION.

8. CONTRACTOR IS RESPONSIBLE FOR ALL MAINTENANCE MEASURES UNTIL THE SITE IS STABILIZED.

9. ALL DENUDED AREAS SHALL BE SHAPED TO PROMOTE POSITIVE DRAINAGE.

GRADING NOTES:

1. CONTRACTOR SHALL COORDINATE WORK WITH OTHER CONTRACTOR(S) ON-SITE.

2. ALL SPOT ELEVATIONS REFLECT FINISHED ELEVATIONS. SUBGRADE ELEVATIONS SHALL BE

DETERMINED FROM INDIVIDUAL SECTION DETAILS.

3. CONTRACTOR SHALL PROTECT THE PUBLIC AT ALL COST FROM CONSTRUCTION ACTIVITIES

WITH FENCES, BARRICADES, ENCLOSURES, AND OTHER BEST MANAGEMENT PRACTICES.

4. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES BEFORE SITE WORK

MAY BEGIN. CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY DAMAGED UTILITIES.

5. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS AND TIE OUT AT 2.5:1 SLOPE EXCEPT AT

TEMPORARY CONSTRUCTION PAD IN THE STREAM.

6. CONTRACTOR SHALL REPAIR ANY AND ALL AREAS DAMAGED BY SITE WORK AND

TRANSPORTATION.

7. ALL TEMPORARY CONSTRUCTION AREAS SHALL BE RESTORED TO PRE-DEVELOPMENT

CONDITION UPON COMPLETION OF CONSTRUCTION.

LIMITS OF

CONSTRUCTION

SILT FENCE,

VA. E&S STD. 3.05

TEMPORARY SEEDING,

VA. E&S STD. 3.31

PERMANENT SEEDING,

VA. E&S STD. 3.32

SOIL STABILIZATION BLANKETS AND MATTING,

VA. E&S STD. 3.36

E&S LEGEND

LIMITS OF DISTURBANCE

TOTAL LAND DISTURBANCE = 1.27 ACRES

NOTE: ACCORDING TO DOCUMENTS OBTAINED FROM FEMA, THIS PROJECT IS A RESTORATION

OF PRE-DISASTER CONDITIONS. NO UPGRADES ARE INCLUDED IN THE SITE DESIGN.

G G

R A

E D

E S

N B

G E

S U

P E

R S

R E

C E

M E

N T

A N

D S

U B

U C

E M

O D

O N

C O

U N

G G

, V

STRUCTURAL STREAMBANK STABILIZATION,

VA. E&S STD. 3.23

WETLAND WB

(TO BE PLANTED WITH WOODY

VEGETATION, SEE

PLANTING DETAIL ON SHEET C201)

WETLAND WA

(TO BE PLANTED WITH

HERBACEOUS WETLAND

SEED MIX)

NOTE: “CRANE/CONSTRUCTION PAD SHOWN FOR ILLUSTRATION AND PERMITTING PURPOSES ONLY.

THIS PAD IS CONSIDERED A DESIGN-BUILD ITEM AND THE CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION WITHIN THE PERMITTED AREA SHOWN ON THE DRAWINGS. CONTRACTOR SHALL REMOVE AFTER CONSTRUCTION AND RESTORE AREA TO ORIGINAL CONDITIONS. CONTRACTOR

SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE NOTED.”

CONTRACTOR SHALL INSTALL BANK

STABILIZATION MEASURES AS

NEEDED IN THIS LOCATION.

TEMPORARY BRIDGE CROSSING,

VA. E&S STD. 3.24

WETLAND WA

RIPRAP,

VA. E&S STD. 3.19

CONSTRUCTION ENTRANCE,

VA. E&S STD. 3.02

ACCESS ROAD TO BE REMOVED AND

RESTORED TO EXISTING CONDITIONS

AFTER CONSTRUCTION

CONSTRUCTION PAD TO BE REMOVED

AND RESTORED TO EXISTING

CONDITIONS AFTER CONSTRUCTION

LOUIS H. DALTON

PIN : 2368-03-5951

DONALD W. AND FRANCES E. WILES

PIN : 2358-83-2440

RICHARD L., JR. AND MARY JO W. SOWERS

PIN : 2358-84-4492

CLOVERDALE LUMBER CO INC

PIN : 2368-02-4887

CLOVERDALE LUMBER CO INC

PIN : 2358-81-6739

1 1

AutoCAD SHX Text

NLS

AutoCAD SHX Text

PIER

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

48" WOV

AutoCAD SHX Text

PIER

AutoCAD SHX Text

PIER

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

RAILROAD TRESTLE / WALK TRAIL BRIDGE

AutoCAD SHX Text

5' VINYL FENCE ON BALLAST CRADLE

AutoCAD SHX Text

48" WOV

AutoCAD SHX Text

6"X6" WOOD 2 MILE MARKER POST

AutoCAD SHX Text

ABUTMENT

AutoCAD SHX Text

ABUTMENT

AutoCAD SHX Text N:3383237.386

AutoCAD SHX Text E:11259595.850

AutoCAD SHX Text

ELEV:461.92

AutoCAD SHX Text 60d NAIL SET

AutoCAD SHX Text CONTROL POINT No. 1

AutoCAD SHX Text N:3383209.534

AutoCAD SHX Text E:11259513.320

AutoCAD SHX Text

ELEV:461.96

AutoCAD SHX Text N:3383287.191

AutoCAD SHX Text E:11259751.213

AutoCAD SHX Text

ELEV:460.15

AutoCAD SHX Text 60d NAIL SET

AutoCAD SHX Text CONTROL POINT No. 2

AutoCAD SHX Text

BENCH

AutoCAD SHX Text 60d NAIL SET

AutoCAD SHX Text CONTROL POINT No. 50

AutoCAD SHX Text

48" WOV

AutoCAD SHX Text

48" WOV

AutoCAD SHX Text

PILING COFFER DAM

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

5' VINYL FENCE ON BALLAST CRADLE

AutoCAD SHX Text

EOG

AutoCAD SHX Text

EOG

AutoCAD SHX Text

EOG

AutoCAD SHX Text

EOG

AutoCAD SHX Text

BENCH MARK: NGS MONUMENT FY0762 ELEVATION = 462.69 SEE NOTE 2

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

TRV#6049

AutoCAD SHX Text

ELEV=465.50

AutoCAD SHX Text

TRV#6128

AutoCAD SHX Text

ELEV=468.28

AutoCAD SHX Text

RAIL TRAIL

AutoCAD SHX Text

EOG

AutoCAD SHX Text

EOG

AutoCAD SHX Text

DIRT TRAIL

AutoCAD SHX Text

DIRT TRAIL

AutoCAD SHX Text

NLS

AutoCAD SHX Text

PIER

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

48" WOV

AutoCAD SHX Text

PIER

AutoCAD SHX Text

PIER

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

RAILROAD TRESTLE / WALK TRAIL BRIDGE

AutoCAD SHX Text

5' VINYL FENCE ON BALLAST CRADLE

AutoCAD SHX Text

48" WOV

AutoCAD SHX Text

6"X6" WOOD 2 MILE MARKER POST

AutoCAD SHX Text

ABUTMENT

AutoCAD SHX Text

ABUTMENT

AutoCAD SHX Text N:3383237.386

AutoCAD SHX Text E:11259595.850

AutoCAD SHX Text

ELEV:461.92

AutoCAD SHX Text 60d NAIL SET

AutoCAD SHX Text CONTROL POINT No. 1

AutoCAD SHX Text N:3383209.534

AutoCAD SHX Text E:11259513.320

AutoCAD SHX Text

ELEV:461.96

AutoCAD SHX Text N:3383287.191

AutoCAD SHX Text E:11259751.213

AutoCAD SHX Text

ELEV:460.15

AutoCAD SHX Text 60d NAIL SET

AutoCAD SHX Text CONTROL POINT No. 2

AutoCAD SHX Text

BENCH

AutoCAD SHX Text 60d NAIL SET

AutoCAD SHX Text CONTROL POINT No. 50

AutoCAD SHX Text

48" WOV

AutoCAD SHX Text

48" WOV

AutoCAD SHX Text

PILING COFFER DAM

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

5' VINYL FENCE ON BALLAST CRADLE

AutoCAD SHX Text

EOG

AutoCAD SHX Text

EOG

AutoCAD SHX Text

EOG

AutoCAD SHX Text

EOG

AutoCAD SHX Text

BENCH MARK: NGS MONUMENT FY0762 ELEVATION = 462.69 SEE NOTE 2

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

TRV#6049

AutoCAD SHX Text

ELEV=465.50

AutoCAD SHX Text

TRV#6128

AutoCAD SHX Text

ELEV=468.28

AutoCAD SHX Text

RAIL TRAIL

AutoCAD SHX Text

EOG

AutoCAD SHX Text

EOG

AutoCAD SHX Text

DIRT TRAIL

AutoCAD SHX Text

DIRT TRAIL

AutoCAD SHX Text

NLS

AutoCAD SHX Text

PIER

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

48" WOV

AutoCAD SHX Text

PIER

AutoCAD SHX Text

PIER

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

RAILROAD TRESTLE / WALK TRAIL BRIDGE

AutoCAD SHX Text

5' VINYL FENCE ON BALLAST CRADLE

AutoCAD SHX Text

48" WOV

AutoCAD SHX Text

6"X6" WOOD 2 MILE MARKER POST

AutoCAD SHX Text

ABUTMENT

AutoCAD SHX Text

ABUTMENT

AutoCAD SHX Text N:3383237.386

AutoCAD SHX Text E:11259595.850

AutoCAD SHX Text

ELEV:461.92

AutoCAD SHX Text 60d NAIL SET

AutoCAD SHX Text CONTROL POINT No. 1

AutoCAD SHX Text N:3383209.534

AutoCAD SHX Text E:11259513.320

AutoCAD SHX Text

ELEV:461.96

AutoCAD SHX Text N:3383287.191

AutoCAD SHX Text E:11259751.213

AutoCAD SHX Text

ELEV:460.15

AutoCAD SHX Text 60d NAIL SET

AutoCAD SHX Text CONTROL POINT No. 2

AutoCAD SHX Text

BENCH

AutoCAD SHX Text 60d NAIL SET

AutoCAD SHX Text CONTROL POINT No. 50

AutoCAD SHX Text

48" WOV

AutoCAD SHX Text

48" WOV

AutoCAD SHX Text

PILING COFFER DAM

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

5' VINYL FENCE ON BALLAST CRADLE

AutoCAD SHX Text

EOG

AutoCAD SHX Text

EOG

AutoCAD SHX Text

EOG

AutoCAD SHX Text

EOG

AutoCAD SHX Text

BENCH MARK: NGS MONUMENT FY0762 ELEVATION = 462.69 SEE NOTE 2

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

TRV#6049

AutoCAD SHX Text

ELEV=465.50

AutoCAD SHX Text

TRV#6128

AutoCAD SHX Text

ELEV=468.28

AutoCAD SHX Text

RAIL TRAIL

AutoCAD SHX Text

EOG

AutoCAD SHX Text

EOG

AutoCAD SHX Text

DIRT TRAIL

AutoCAD SHX Text

DIRT TRAIL

AutoCAD SHX Text

AutoCAD SHX Text No.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

AutoCAD SHX Text Description

AutoCAD SHX Text 02/11/2021

AutoCAD SHX Text 50106038

AutoCAD SHX Text

JSS

AutoCAD SHX Text

MAT

AutoCAD SHX Text

AutoCAD SHX Text 4/11/2022

AutoCAD SHX Text

JSS

AutoCAD SHX Text County Comments

AutoCAD SHX Text

AutoCAD SHX Text 5/11/2022

AutoCAD SHX Text

JSS

AutoCAD SHX Text DEQ Comments

AutoCAD SHX Text

AutoCAD SHX Text 5/26/2022

AutoCAD SHX Text

JSS

AutoCAD SHX Text DEQ Comments

AutoCAD SHX Text

AutoCAD SHX Text 10/19/2022

AutoCAD SHX Text

JSS

AutoCAD SHX Text DEQ Comments

AutoCAD SHX Text

EROSION & SEDIMENT CONTROL NOTES:

AutoCAD SHX Text

SSS

AutoCAD SHX Text

SSS

AutoCAD SHX Text

SHEET NO.

KEY PLAN

SEAL

SCALE

APPROVED BY

CHECKED BY

REVISIONS

TITLE

DRAWN BY

DATE

PROJECT NO.

Dewberry Engineers Inc.

551 Piney Forest Road Danville ,VA 24540 Phone: 434.797.4497 Fax: 434.797.4341

C111

30'0' 15' 60'

SCALE: 1" = 30'

RESTORATION

PLAN

RESTORATION NOTES:

1. CONTRACTOR SHALL COORDINATE WORK WITH OTHER CONTRACTOR(S) ON-SITE.

2. ALL SPOT ELEVATIONS REFLECT FINISHED ELEVATIONS. SUBGRADE ELEVATIONS SHALL BE

DETERMINED FROM INDIVIDUAL SECTION DETAILS.

3. CONTRACTOR SHALL PROTECT THE PUBLIC AT ALL COST FROM CONSTRUCTION ACTIVITIES

WITH FENCES, BARRICADES, ENCLOSURES, AND OTHER BEST MANAGEMENT PRACTICES.

4. AREAS SHOWN TO BE RESTORED TO A FORESTED CONDITION, BUT NOT RECORDED IN A

FORESTED / OPEN SPACE CONDITION, WILL BE PLANTED WITH PINES. SEE DETAIL SHEETS

FOR PLANTING DETAILS.

5. IN AREAS WHERE THERE MAY HAVE BEEN INADVERTENT SOIL COMPACTION, SOIL SHALL BE

TILLED AND RESTORED TO A HYDROLOGICALLY FUNCTIONAL CONDITION.

6. CONTRACTOR SHALL REPAIR ANY AND ALL AREAS DAMAGED BY SITE WORK AND

TRANSPORTATION.

7. ALL TEMPORARY CONSTRUCTION AREAS SHALL BE RESTORED TO PRE-DEVELOPMENT

CONDITION UPON COMPLETION OF CONSTRUCTION.

LIMITS OF

CONSTRUCTION

RESTORATION LEGEND

NOTE: ACCORDING TO DOCUMENTS OBTAINED FROM FEMA, THIS PROJECT IS A RESTORATION

OF PRE-DISASTER CONDITIONS. NO UPGRADES ARE INCLUDED IN THE SITE DESIGN.

G G

R A

E D

E S

N B

G E

S U

P E

R S

R E

C E

M E

N T

A N

D S

U B

U C

E M

O D

O N

C O

U N

G G

, V

STRUCTURAL STREAMBANK STABILIZATION,

VA. E&S STD. 3.23

WETLAND WB

(TO BE PLANTED WITH WOODY

VEGETATION, SEE

PLANTING DETAIL ON SHEET C201)

WETLAND WA

(TO BE PLANTED WITH

HERBACEOUS WETLAND

SEED MIX)

CONTRACTOR SHALL INSTALL BANK

STABILIZATION MEASURES AS

NEEDED IN THIS LOCATION.

WETLAND WA

RIPRAP,

VA. E&S STD. 3.19

ACCESS ROAD TO BE REMOVED AND

RESTORED TO EXISTING CONDITIONS

AFTER CONSTRUCTION

LOUIS H. DALTON

PIN : 2368-03-5951

DONALD W. AND FRANCES E. WILES

PIN : 2358-83-2440

RICHARD L., JR. AND MARY JO W. SOWERS

PIN : 2358-84-4492

CLOVERDALE LUMBER CO INC

PIN : 2368-02-4887

CLOVERDALE LUMBER CO INC

PIN : 2358-81-6739

REPLANT TREES

KEY

DRAINAGE AREAS

Tc FLOW PATH

DA-A

0.7549 ACRES

DA-B

0.5157 ACRES

PLANTING LIST (TREES)

Qty. Botanical/Common Name

Height at Maturity (Feet)

Width at Maturity (Feet)

Acer rubrum/Red

Maple 40-60 40

Liquidamber styraciflua/Sweet Gum

60-75 40-50

8 Betula nigra/River Birch 40-70 40-60

15 Pinus taeda/Loblolly Pine 60-90 25-35

Ostrya virginiana/American Hornbeam

20-40 20-30

AutoCAD SHX Text

NLS

AutoCAD SHX Text

PIER

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

EDGE OF

AutoCAD SHX Text

48" WOV

AutoCAD SHX Text

PIER

AutoCAD SHX Text

PIER

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

RAILROAD TRESTLE / WALK TRAIL BRIDGE

AutoCAD SHX Text

5' VINYL FENCE ON BALLAST CRADLE

AutoCAD SHX Text

48" WOV

AutoCAD SHX Text

6"X6" WOOD 2 MILE MARKER POST

AutoCAD SHX Text

ABUTMENT

AutoCAD SHX Text

ABUTMENT

AutoCAD SHX Text N:3383237.386

AutoCAD SHX Text E:11259595.850

AutoCAD SHX Text

ELEV:461.92

AutoCAD SHX Text 60d NAIL SET

AutoCAD SHX Text CONTROL POINT No. 1

AutoCAD SHX Text N:3383209.534

AutoCAD SHX Text E:11259513.320

AutoCAD SHX Text

ELEV:461.96

AutoCAD SHX Text N:3383287.191

AutoCAD SHX Text E:11259751.213

AutoCAD SHX Text

ELEV:460.15

AutoCAD…

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 Jul 23, 2024.