Eagle Rock Survey Existing Conditions.pdf

PDF 918 KB Posted Jul 7, 2026

Attached to: 26-002 Structure Demolition and Site Restoration
Solicitation number: IFB-123843
Issued by: Botetourt County, Virginia

About this file

Written by GovTribe AI · Jul 9, 2026

This is an Existing Conditions Survey document prepared for Botetourt County, Virginia, in support of the demolition and site restoration project at 72 Railroad Avenue, Eagle Rock, Virginia. The survey document provides a comprehensive assessment of the current conditions of the structures and site that are subject to demolition under contract opportunity 26-002. The survey details the physical characteristics, structural conditions, and site layout of one condemned primary structure, one shed, and associated retaining walls that will require removal and debris clearance. The document serves as the baseline existing conditions assessment necessary for contractors to prepare accurate bids and project plans for the demolition work and subsequent site restoration activities.

The Eagle Rock Survey Existing Conditions document is essential to the bidding process as it provides qualified contractors with detailed information about the structures and site conditions they will encounter during project execution. This survey supports the project's funding structure, which combines Federal Emergency Management Agency (FEMA) Hazard Mitigation Grant Program (HMGP) funding with Virginia Department of Emergency Management (VDEM) state funding. By establishing comprehensive existing conditions documentation, the survey enables contractors to develop realistic cost estimates, demolition methodologies, and restoration plans while ensuring compliance with federal and state funding requirements and project specifications.

View the file

Other files

File	Type	Posted
IFB 26-002 - FINAL IFB ONLY.pdf	PDF	Jul 7, 2026
Non-Collusion Statement.pdf	PDF	Jul 7, 2026
Eagle Rock ESC Plan.pdf	PDF	Jul 7, 2026
Authorized to Transact Business Statement.pdf	PDF	Jul 7, 2026
Contractors Bid Sheet.pdf	PDF	Jul 7, 2026
IFB 26-002 - FINAL - Full Doc.pdf	PDF	Jul 7, 2026

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.

L1 L2

LINE TABLE

LINE

BEARING

N52°46'10"W

N35°00'00"E

S50°46'05"E

S34°52'46"W

DISTANCE

139.46

183.50

139.36

178.64

DRAWN

APPROVED

CHECKED

PROJECT:JSC

JSC

LCM SCALE: 1" = 30'

03/13/2026

26012

N/F

CHARLES G. SMITH

TM# 27A-70

INST# 120004371

B-2 ZONING

0.578 ACRES (BY SURVEY)

DN/F

BOTETOURT FUNERAL

SERVICES INC

TM# 27A-71A

INST# 050003814

B-2 ZONING

0.100 ACRES (BY GIS)

A N/F

MARK A. SLOAN

TM# 27A-71

INST#

B-2 ZONING

0.240 ACRES (BY GIS)

B N/F

WANDA M. HUFF

TM# 27A-72

INST#

B-2 ZONING

0.310 ACRES (BY GIS)

C N/F

BANK OF BOTETOURT

TM# 27A-69

INST#

B-2 ZONING

0.237 ACRES (BY GIS)

E N/F

BANK OF BOTETOURT

TM# 27A-68

INST#

B-2 ZONING

0.058 ACRES (BY GIS)

EX. SSCO

EL: 936.73'

EXISTING LIGHT POLE TYPICAL

EX. SSMH

RIM: 935.38'

EX. STORM GRATE

EL: 934.39'

8" INV OUT: 933.29'

EX. 8" SANITARY LINE

EX. SSMH

RIM: 934.45'

EX. OVERHEAD

UTILITY LINE TYPICAL

EX. ABOVE

GROUND POOL

ENCROACHING

EX. POOL DECK

ENCROACHING

EXISTING BANK

OF BOTETOURT

EX. 2" PVC

WATERLINE

EX. CONC

WALL

EX. FENCE

TYPICAL

EX. CONC

WALL

EX. 15" CMP STORM CULVERT

INV OUT: 943.81'

EX. CONTROL VALVE

EL: 942.57'EX. SHED

EX. CONCRETE WALL

EX. SSMH

RIM: 941.32'

EX. WM

RIM: 943.43'

EX. WM

RIM: 941.28'

EX. WM

RIM: 939.99'

EX. BOLLARDS

D E

EDGE OF PAVEMENT

EDGE OF

PAVEMENT

EXISTING GRAVEL ROAD

FLOODWAY

ZONE AE

ZONE X (0.2% CHANCE)

ZONE AE

ZONE X (0.2% CHANCE)

ZONE X (0.2% CHANCE)ZONE XZONE X

ZONE X (0.2% CHANCE)

EX. GRAVEL

AREA

EX. RUBBLE

AREA

1" REBAR BEARS 0.55'

S39°13'55"W TO LINE

REBAR FOUND

1" REBAR BEARS 0.21'

N39°13'55"E TO LINE

EXISTING CONDITIONS PLAN EAGLE ROCK

03/13/26

THIS EXISTING CONDITIONS TOPOGRAPHIC SURVEY WAS

COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE

OF JASON SCOTT CALDWELL, L.S. FROM AN ACTUAL GROUND

SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINAL

DATA WAS OBTAINED ON MARCH 6TH, 2026; AND THAT THIS

PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING

METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS

OTHERWISE NOTED.

12" BURIED

CULVERT

RAILROAD AVE

STATE ROUTE 734

UNSPECIFIED WIDTH

DB 502 PG 484

CHURCH STREETSTATE ROUTE 43

R O

40' R/W

DB 502 PG 484

EX. REMNANTS OF

CONSTRUCTION FENCE

EX. SIDEWALK

EX. ENTRANCE

EX. CONC

STRUCTURE

EX. UTILITY POLE

EX. SWING SET

EX. WOODEN

FENCE

LEGEND

R/W

PLAT BOOKPB

PAGEPG

LIGHT POLE

SANITARY SEWERSS

SANITARY SEWER CLEANOUTSSCO

SANITARY SEWER MANHOLESSMH

W WATER LINE

REINFORCED CONCRETE PIPERCP

CORRUGATED METAL PIPECMP

OVERHEAD UTILITY LINEOHU

INVERTINV

STORM DRAIN

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

LIGHT POLE

ENTRANCES

RIGHT OF WAY

NOW OR FORMERN/F

INSTRUMENTINST

UTILITY POLE

WATER VALVE

WATER VALVEWV

FENCELINEX

DEED BOOKDB

PARCEL LINE

CONTOUR-EXISTING1000

STATE ROUTESR

IRON PIN SET W/ CAPIPS

IRON PIN FOUNDIPF

MONUMENT FOUND

MONUMENT SET

CALCULATED POINT

UTILITY POLEUP

CONCRETE

EXISTINGEX.

PAVEMENT

AutoCAD SHX Text C

AutoCAD SHX Text 540.473.1253

AutoCAD SHX Text

94 GREENFIELD STREET

AutoCAD SHX Text

DALEVILLE, VIRGINIA 24083

AutoCAD SHX Text of

AutoCAD SHX Text

AutoCAD SHX Text Y

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text L

AutoCAD SHX Text D

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text Lic. No.002744

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text O

AutoCAD SHX Text H

AutoCAD SHX Text V

AutoCAD SHX Text F

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text

JASON SCOTT CALDWELL

AutoCAD SHX Text NOTES: 1. OWNER OF RECORD: CHARLES G. SMITH OWNER OF RECORD: CHARLES G. SMITH 2. LEGAL REFERENCE: INST# 120004371 LEGAL REFERENCE: INST# 120004371 3. TAX MAP NUMBER: 27A-70 TAX MAP NUMBER: 27A-70 4. REFERENCE PLATS: REFERENCE PLATS: 5. NO TITLE REPORT FURNISHED, THEREFORE ENCUMBRANCES MAY EXIST OTHER THAN THOSE NO TITLE REPORT FURNISHED, THEREFORE ENCUMBRANCES MAY EXIST OTHER THAN THOSE SHOWN HEREON. 6. BY GRAPHIC PLOTTING ONLY, THE SUBJECT PROPERTY LIES WITHIN F.E.M.A. DEFINED ZONE BY GRAPHIC PLOTTING ONLY, THE SUBJECT PROPERTY LIES WITHIN F.E.M.A. DEFINED ZONE AE, ZONE X (0.2% ANNUAL CHANCE), AND ZONE X-UNSHADED. SEE MAP NUMBER 51023C0120C, EFFECTIVE DATE OF DECEMBER 17, 2010. THIS OPINION IS BASED ON THE AFORESAID MAP AND HAS NOT BEEN VERIFIED BY THE ACTUAL FIELD EVALUATIONS. 7. THIS PLAT IS BASED RECORD AND A PARTIAL FIELD SURVEY IN ACCORDANCE WITH THIS PLAT IS BASED RECORD AND A PARTIAL FIELD SURVEY IN ACCORDANCE WITH "MINIMUM STANDARDS AND PROCEDURES FOR LAND BOUNDARY SURVEY PRACTICE" AS DEFINED IN VA DPOR STANDARDS.

AutoCAD SHX Text EXISTING CONDITIONS FOR CHARLES G. SMITH TM# 27A-70 (0.578 ACRES BY SURVEY) AS RECORDED IN INST# 120004371 SITUATED BETWEEN RAILROAD AVE & CHURCH STREET, EAGLE ROCK VIRGINIA FINCASTLE MAGISTERIAL DISTRICT BOTETOURT COUNTY, VIRGINIA MARCH 13, 2026

AutoCAD SHX Text

SITE

AutoCAD SHX Text

VICINITY MAP NO SCALE

AutoCAD SHX Text

CHURCH ST

AutoCAD SHX Text

RAILROAD AVE

AutoCAD SHX Text

HIGH ST

AutoCAD SHX Text

HIGH ST

AutoCAD SHX Text

INDIAN LN

AutoCAD SHX Text

JAMES ST

AutoCAD SHX Text

BOTETOURT RD

AutoCAD SHX Text

RIVERSIDE DR

AutoCAD SHX Text

JAMES RIVER

AutoCAD SHX Text S

AutoCAD SHX Text C

Sheets and Views

PLAT (2)

File details come from the government source that posted it. Updated Jul 9, 2026.