832389demoBote.pdf

INVITATION FOR BIDS

IFB #26-002

STRUCTURE DEMOLITION AND SITE RESTORATION

FEMA Disaster No.: FEMA-4674-DR-VA-0002

Funding Source: FEMA Hazard Mitigation Grant Program (HMGP) and the Commonwealth of Virginia, as administered by the Virginia Department of

Emergency Management (VDEM)

RELEASE DATE

July 7th, 2026

OPTIONAL PRE-BID MEETING

Wednesday, July 15th, 2026

2:00 P.M. EST.

72 Railroad Ave, Eagle Rock, VA 24085

SUBMISSION DEADLINE

Tuesday, August 4th, 2026

2:00 P.M. EST.

Public Bid Opening to immediately follow.

Bids may be submitted either electronically or in hard copy. Bidders are responsible for ensuring their submission is received by the deadline, regardless of the method selected.

Electronic submissions shall be made to the Botetourt County Vendor Portal. The portal requires a quick registration and can be accessed at the link below or on the County website's Purchasing page. Fax or email submissions will not be accepted.

BOCO VENDOR PORTAL (BONFIRE)

It is the full responsibility of the Bidder to ensure that it can access and submit its bid in a technically compliant manner before the deadline. Any technical assistance shall be requested via the Bonfire Help site. It is the Bidder’s responsibility to allow sufficient time for any issues to be resolved.

All comments and questions concerning this solicitation shall be received no later than July 21st, 2026, 5:00 p.m. EST, and should be submitted through the Botetourt County Vendor

Portal or emailed to: purchasing@botetourtva.gov.

Individuals with disabilities who require assistance or special arrangements in order to participate in this process should call (540) 928-2106. We request that you provide at least 48 hours ' notice so that reasonable efforts may be made to provide the proper assistance. Botetourt County reserves the right to accept or reject any or all bids, to waive any informalities or irregularities, and to accept a bid, which is deemed in its best interest.

IFB # 26-002

STRUCTURE DEMOLITION AND SITE RESTORATION

https://botetourtva.bonfirehub.com/portal/?tab=pastOpportunities mailto:purchasing@botetourtva.gov

Table of Contents

AUTHORITY & GENERAL INFORMATION

SCOPE OF WORK

Permitting

Work Timeline and Hours

Site Safety

Utility Coordination

Demolition

Material Salvage

Debris Removal and Disposal

Environmental Testing and Abatement

Site Restoration and Preservation

Alternate # 1

CONSTRUCTION MANAGER (CM AGENCY)

ENVIRONMENTAL & SPECIAL CONDITIONS

OPTIONAL PRE-BID MEETING

BID SUBMISSION REQUIREMENTS

Option 1 – Electronic Submission

Option 2 – Hard Copy Submission

Additional Requirements

Submission Deadline

QUESTIONS

EVALUATION & AWARD

CONTRACT TYPE & PRICING

FEDERAL CONTRACT REQUIREMENTS

FEMA COMPLIANCE CLAUSES

PERIOD OF PERFORMANCE

FUNDING

PAYMENT TERMS

EAGLE ROCK SURVEY – EXISTING CONDITIONS

EAGLE ROCK ESC PLAN

PHASE I ESA

SURVEY REPORT

GENERAL CONDITIONS AND INSTRUCTIONS TO BIDDERS

CONTRACTOR’S CERTIFICATION AND BID SHEET

AUTHORIZATION TO TRANSACT BUSINESS FORM

NON-COLLUSION STATEMENT

VIRGINIA PUBLIC PROCUREMENT ACT FORM

IFB # 26-002

STRUCTURE DEMOLITION AND SITE RESTORATION

AUTHORITY & GENERAL INFORMATION

Botetourt County, Virginia, is soliciting sealed bids from qualified contractors for the demolition, debris removal, and site restoration of one (1) condemned structure, one (1) shed, and the retaining walls located at 72 Railroad Avenue, Eagle Rock, Virginia, identified as tax number 27A-70. This Invitation for Bids is issued pursuant to the Virginia Public Procurement Act (VPPA), the Botetourt County Purchasing Policy and Procedures Manual, and applicable federal procurement requirements under 44 CFR Part 80. This project is funded in part by a Federal Emergency Management Agency (FEMA) Hazard Mitigation Grant Program (HMGP) and by the State of Virginia through the Virginia Emergency Management Agency (VDEM).

This bid includes demolition and site work only. Any future permeable parking or improvements will be bid separately after approval of the open space use.

Botetourt County has retained a Construction Management Agency to provide construction administration and project management services for the Project. The successful Contractor will coordinate all Work through the County’s designated Construction Manager (CM).

SCOPE OF WORK

The successful bidder shall provide all labor, materials, equipment, supervision, and incidentals necessary to complete the following tasks:

Permitting

• Obtain and successfully complete the requirements of all required local, state, and federal permits necessary for demolition, erosion and sediment controls / stormwater management, contamination abatement, material disposal, and site restoration.

• Permits shall be posted as required by the issuing organization.

• Permit fees shall not be waived by the County.

Work Timeline and Hours

• Work to complete the demolition components of this project and clear all debris from the site shall specifically be completed as soon as possible from the transfer of ownership of the property to Botetourt County to comply with specific FEMA requirements. Ownership transferred to Botetourt County on April 22nd, 2026.

• The Notice to Proceed will establish the official start of the contract time.

• Construction hours are contractually restricted as follows: Work involving heavy equipment, or other construction activities that generate noise exceeding the standards of the currently adopted noise ordinance, shall be performed only during the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday and 8:00 a.m. to 6:00 p.m.

on Saturday. No work is to occur at the site on Sundays. Other, less impactful construction activities are not otherwise restricted.

• Exceptions to these hours may be granted for urgent site safety work or by written approval of Botetourt County, or by extension, its construction project manager.

• All work related to any submitted bid shall be completed no later than Sunday, September 20, 2026.

Site Safety

• Contractor shall post two (2) no trespassing signs, no smaller than 8”x10”, along each side of the property, no closer than 25 feet to another sign along the perimeter, until

IFB # 26-002

the Botetourt County demolition permit associated with the project is deemed successfully complete by Botetourt County Development Services and finalized.

Utility Coordination

• Coordinate utility locating and disconnection for all public and private utilities serving the site while preserving future access.

• Provide the Community Development Office with written verification from each applicable utility provider confirming proper disconnection prior to the commencement of demolition or land disturbing activities.

Demolition

• Demolish the condemned structure, associated shed, and all other man-made improvements on the site.

i) All above-ground components of the condemned structure, the shed, and the masonry retaining walls located behind the condemned structure shall be completely removed from the site following the approved site plan.

ii) All below-ground components of the condemned structure, the shed, and the masonry retaining walls on the property shall be removed to a minimum depth of twelve (12) inches below finished grade.

iii) Horizontal concrete or other masonry surfaces, including but not limited to remaining basement floors, shall be penetrated with a continuous through-hole having a minimum diameter of twelve (12) inches. No maximum hole size is specified. The through-hole shall be located approximately at the center of the remaining concrete with one hole per area if divided by walls that will remain as dividers below grade.

(1) If the opening is made by a method other than boring a round hole, an area equivalent to one (1) square foot, with no side shorter than six (6) inches, cleared completely through, may be accepted with Botetourt County’s prior approval.

• During removal of any manmade component, any existing trees or brush that are damaged or unhealthy, at Botetourt County’s or its construction manager’s discretion, are to be cleared from the site.

• No deviation from these demolition requirements shall be permitted without prior written approval from Botetourt County’s Building Official.

Material Salvage

• Identify, remove, and set aside one (1) steel I-beam measuring between approximately twenty (20) feet in length, that is straight and in good condition, or as close to these requirements as possible, in accordance with FEMA requirements for the environmentally sound repurposing of building materials. Contractor shall place the beam at the Church Avenue edge of the lot, clear of the right of way, for pickup and removal by others. If not picked up by the end of the project's demolition phase, the contractor is to properly dispose of the beam along with all other materials.

• All other materials salvaged from the site are the property and responsibility of the contractor to remove in their entirety. Any disposal costs are the responsibility of the contractor.

IFB # 26-002

Debris Removal and Disposal

• Remove and lawfully dispose of all demolition debris, plant/tree remains, trash, and litter from the entire parcel prior to completion of the contract.

• All disposals shall occur at properly licensed and permitted facilities.

i) Bidder shall provide complete, legible landfill receipts and disposal documents with invoicing.

ii) Landfill receipts shall be included as part of the grant records.

Environmental Testing and Abatement

• Utilize Botetourt County provided site evaluation documentation

i) The Contractor shall comply with all findings, restrictions, required practices, material handling procedures, and mitigation measures identified in the Botetourt County provided Pre-Development Site Assessment Package.

ii) The Contractor shall fully comply with the Resource Conservation and Recovery Act (RCRA). No work shall proceed contrary to this requirement.

iii) Documentation sufficient to support compliance with all requirements of:

(1) FEMA HMGP Environmental and Historic Preservation (EHP)

(2) Virginia Department of Environmental Quality (DEQ)

(3) Resource Conservation and Recovery Act (RCRA)

• The Contractor shall perform all abatement, remediation, disposal, and confirmatory testing necessary to address any hazardous materials or contaminants identified at concentrations exceeding applicable regulatory thresholds.

i) Contractor to provide documentation of any abatement, remediation, disposal, or confirmatory testing completed as a part of this contract.

Site Restoration and Preservation

• Restore the site in accordance with FEMA grant requirements, DEQ guidelines, the approved erosion and sediment control plan, the approved site plan, and in the Botetourt County provided Pre-Development Site Assessment Package.

• Return the site to a natural, stable condition, following the approved site plan, including:

i) Install and maintain erosion and sediment control measures according to the approved plan

ii) Removal of surface gravel and remaining debris

iii) Site grading

iv) Leveling and compaction in specified areas

v) Placement of clean topsoil fill, outside of the 1-percent annual chance (100-year) floodplain, as necessary

(1) See approved site plan for topsoil depth and target finished grades

vi) Removal of construction entrance materials

vii) Removal of erosion and sediment controls

viii) Stabilization and seeding

(1) See approved site plan for seeding specifications

Alternate # 1 Contingent on the availability of funding, and at the option of Botetourt County prior to beginning construction, the project shall include the following nature-based surface water

IFB # 26-002

management plantings and access barriers as specified on sheet L101 of the approved site plan:

i) Planting of trees

ii) Plantings shall be Taylor Juniper (Juniperus virginiana 'Taylor' aka Eastern

Redcedar) trees, or similar, as market availability dictates.

iii) All trees planted are to be:

(1) A preference given to Virginia native trees if specified trees are unavailable

(2) A minimum height of at least four (4) feet tall at planting with a maximum of seven (7) feet tall

(3) Nursery of origin shall be provided

(4) Only verifiably container-grown plants, excluding all ball and burlap-grown plants, are to be used unless written approval from Botetourt County is given prior to installation

(5) Plantings shall be healthy, and free of pests, noxious weeds, and disease

(6) Planted according to established industry best practices, to include

(a) Root preparation

(b) Trees are to be vertical and plumb

(c) Stake as necessary depending on slope of surrounding ground

iv) Provide water and watering service

(1) Complete a total of four (4) post-restoration waterings

(2) Water a maximum of two (2) times a week, with a minimum of two (2) days between waterings

(3) Where rainfall would make watering detrimental to the site watering shall be postponed until the next appropriate date

(4) Apply water to the entire site of appropriate water quality, volume, and rate of application based on site conditions for all grass and trees present

(5) Watering shall only occur during the hours of 6:00 a.m. to 8:00 p.m. Monday through Saturday.

(6) Provide log of watering performance dates, times, and estimated gallons to

Botetourt County at end of watering period

• Site preservation

i) Two existing drive entrances along Railroad Ave are to have vehicular traffic limited by the Contractor by the installation of natural stone barriers (rock bollards) to restrict post-project access

ii) Rocks shall be placed outside the 1-percent annual chance (100-year) floodplain as indicated on the approved site plan

iii) Each rock shall meet the minimum specifications shown on the site plan.

iv) Rock is to be placed directly on the surface of the ground, be stable, plumb, not pose a hazard of injury due to settling, shifting, or movement, and be deemed temporary as related to the site.

• All work to follow the approved site plan.

Bidder shall not disturb or alter the site in a way that conflicts with FEMA open space deed restrictions.

IFB # 26-002

CONSTRUCTION MANAGER (CM AGENCY)

The County has retained a Construction Manager (CM) to provide construction management agency services for this Project. The CM serves as the County’s representative and will assist the County with the administration and coordination of the Project.

The Contractor shall coordinate all work with the CM and shall provide timely responses to requests for information, schedules, submittals, applications for payment, and other project documentation as requested by the CM.

The CM is not a party to the Contract between the County and the Contractor and has no authority to modify the Contract Documents, authorize additional compensation, increase or decrease the Contract Time, or otherwise bind the County contractually. Only the County, acting through its authorized representatives, may approve changes to the Contract by written Change Order or other written contract modifications.

The Contractor shall promptly comply with written directives issued by the County and shall cooperate fully with the CM in the administration of the Project.

ENVIRONMENTAL & SPECIAL CONDITIONS

Executive Order 11988: Floodplain Restrictions: debris may not be staged, stored, stockpiled, burned, or disposed of in the floodplain without the Contractor/bidder obtaining an approval letter/permit from the Virginia Department of Environmental Quality (DEQ). Documentation of the request, which includes accurate site conditions and the approval/permit from the permitting official, must be forwarded by the County to FEMA for inclusion in the administrative record to document compliance with this condition. Contractor/bidder must provide a copy of the DEQ approval to Botetourt County prior to any staging.

Clean fill must be compacted according to the site plan and may not be staged or stockpiled in the floodplain. All fill material must be free of debris, contaminants, or unsuitable material.

Open burning of debris is prohibited anywhere on the site.

Endangered Species Act (ESA): The project location is within the range of federally listed bat species. No standing tree removal is permitted under this IFB without prior County, VDEM, and FEMA approval. No deviation from the approved scope of work or environmental condition is permitted without prior written authorization from the County, VDEM, and FEMA.

National Historic Preservation Act (NHPA): In the event that archaeological resources are discovered during ground-disturbing activities, work shall cease immediately, and the County shall be notified.

If human remains are encountered, the Contractor shall immediately stop work, secure the site, and notify the County. Work shall not resume until cleared by DHR and FEMA.

Resource Conservation and Recovery Act (RCRA): The Bidder is responsible for determining whether hazardous or toxic materials are present. This may include, but is not limited to, propane cylinders, sandblasting residue, discarded paint and solvents, cleaning chemicals, pesticide containers, lead-acid batteries, items containing chlorofluorocarbons (CFCs), used oil filters and motor oil, and unlabeled tanks or containers. The Bidder is responsible for handling, managing, and disposing of hazardous or toxic materials in accordance with state and federal requirements.

State Hazardous Materials and Solid Waste Laws: The Bidder is responsible for determining whether asbestos-containing materials (ACM) are present. This may include, but is not limited to, cementitious siding, caulking compound, roof felt and shingles, roofing mastic, pipe

IFB # 26-002

insulation, furnaces and related elements, sheet vinyl, floor tiles, floor underlayment, and associated mastics. Bidder is responsible for identifying, abating, and disposing of ACMs in accordance with local, state, and federal requirements.

Environmental Compliance, General All work shall comply with:

1. FEMA Environmental and Historic Preservation (EHP) requirements

2. 44 CFR Part 9 (Floodplain Management)

3. 44 CFR Part 10 (Environmental Considerations)

4. Applicable Virginia Department of Environmental Quality (DEQ) regulations

5. Applicable Virginia Administrative Code (VAC) provisions

6. Generally accepted environmental, demolition, and site remediation practices

OPTIONAL PRE-BID MEETING

An optional pre-bid meeting will be held on the date, time, and location indicated below.

Attendance at this meeting is not required to submit a responsive bid.

• Date: Wednesday, July 15th, 2026

• Time: 2:00 PM – 2:30 P.M. EST.

• Location: 72 Railroad Avenue, Eagle Rock, Virginia, 24085-3348

All prospective bidders attending the pre-bid meeting must sign the attendance sheet.

Bidders arriving after the scheduled start time may not be permitted to participate in the meeting.

The purpose of this meeting is to review the scope of work, discuss project requirements, and provide opportunities for questions. All questions and responses will be documented and issued in a written addendum, which will be made available to those not in attendance or who arrived after the scheduled start. Verbal responses provided at the meeting shall not be considered binding unless confirmed in writing by an addendum. Bidders are encouraged to familiarize themselves with the solicitation documents prior to attending.

BID SUBMISSION REQUIREMENTS

Bids may be submitted either electronically or in hard copy, as described below. Bidders are responsible for ensuring their submission is received by the deadline, regardless of the method selected.

Option 1 – Electronic Submission Bids may be submitted electronically through the County’s e-procurement portal: BOCO

VENDOR PORTAL (BONFIRE)

Electronic submissions must be fully uploaded and finalized in the system prior to the deadline stated in this Invitation for Bids. Late submissions will not be accepted. The County is not responsible for incomplete electronic submissions.

Option 2 – Hard Copy Submission Bids shall be sealed and clearly marked to prevent accidental opening prior to the official bid opening. Hard copy bids shall be delivered to:

Botetourt County Purchasing Department 57 S. Center Drive Daleville, VA 24083

The outside of the envelope shall be clearly labeled with:

• IFB Number

• Project Title

• Bidder’s Name

IFB # 26-002

STRUCTURE DEMOLITION AND SITE RESTORATION

https://botetourtva.bonfirehub.com/portal/?tab=openOpportunities

Bids may be received by designated County staff, including the main reception desk;

however, all bids must be delivered to and date/time stamped by the Purchasing Office.

The official time of receipt shall be the date and time the bid is received and stamped by the Purchasing Office. Delivery to any other County personnel or location does not constitute official receipt.

Bids must be received and time-stamped prior to the submission deadline. Bids received after the deadline will not be accepted.

Bids submitted by mail or courier must be received at the designated location prior to the submission deadline. Postmarks, shipping dates, or other evidence of mailing shall not be considered in determining timeliness.

The County is not responsible for delays in delivery, including mail, courier, or internal routing delays.

Additional Requirements

• Bidders shall submit only one bid using one method of delivery (electronic or hard copy, not both). In the event of a conflict between an electronic submission and a hard copy submission from the same bidder, the County reserves the right to deem the bid non-responsive.

• The official time for receipt of bids shall be determined by:

o The timestamp in Bonfire for electronic submissions; or o The date/time stamp at the receiving office for hard copy submissions.

• The County is not responsible for delays in delivery, including technical assistance or courier delays.

Submission Deadline: all submissions shall be made no later than Tuesday, August 4th, 2026, 2:00 PM EST—public bid opening to follow, located at 57 S. Center Drive, Daleville, VA 24083.

The following items shall be submitted with each bid:

• Completed Contractor Certification & Bid Form

• Addenda acknowledgment (if applicable)

• Virginia State Contractor’s license information

• Authorization to Transact Business Form

• Non-Collusion Statement

• Virginia Public Procurement Act Form

The total lump sum price shall include all costs necessary to deliver a complete, compliant, and FEMA-eligible project, whether or not each item is expressly listed, provided such work is reasonably inferable from the IFB documents, applicable regulations, and approved site plan Bidders are encouraged to submit examples of similar demolition and site restoration projects completed within the past five (5) years with their bid. Examples may include project descriptions, photographs, references, or other documentation demonstrating experience with comparable work.

The County reserves the right to request additional information from the apparent low bidder, including examples of similar projects and supporting documentation, for the purpose of determining bidder responsibility in accordance with the Virginia Public Procurmenet Act.

QUESTIONS

All questions regarding this IFB shall be submitted through the Botetourt County Vendor portal, Bonfire, or in writing to: purchasing@botetourtva.gov.

Questions shall be submitted no later than Tuesday, July 21st, 2026, 5:00 PM EST.

During the solicitation process, all communications shall be directed exclusively to the Purchasing Office. Bidders shall not contact Community Development or the Construction Manager regarding this IFB, unless specifically authorized by the County.

IFB # 26-002

STRUCTURE DEMOLITION AND SITE RESTORATION

mailto:purchasing@botetourtva.gov

EVALUATION & AWARD

A public bid opening will be held on Tuesday, August 4th, 2026, at 2:00 PM EST at the Botetourt County Administration Center, 57 S. Center Drive, Daleville, VA 24083.

Award will be made to the lowest responsive and responsible bidder based on the Base Bid.

The County reserves the right to remove landscaping (Alternate #1) from the scope based on funding availability. Responsibility will be determined in accordance with the Virginia Public Procurement Act, including evaluation of the Bidder’s ability, capacity, and past performance.

Botetourt County reserves the right to accept or reject any or all bids, to waive any informalities or irregularities, and to accept a bid, which is deemed in its best interest.

The awarded Bidder must provide a certificate of insurance and federal certifications, such as Debarment & Suspension, Lobbying, Covered Telecom, and Domestic Preference.

The Bidder shall not enter into any subcontract with a debarred or suspended party and must verify subcontractor status via SAM.gov.

No deviation from the approved scope of work or environmental condition is permitted without prior written authorization from the County, VDEM, and FEMA.

CONTRACT TYPE & PRICING

The County intends to award a firm-fixed-price contract to the lowest responsive and responsible bidder. Cost-plus-percentage-of-cost submissions are prohibited.

FEDERAL CONTRACT REQUIREMENTS

This procurement is funded in whole or in part by federal funds from the Federal Emergency Management Agency (FEMA). As such, the successful bidder shall comply with all applicable federal laws, regulations, and executive orders, including but not limited to those set forth in 2 C.F.R. Part 200.

Domestic Preference In accordance with 2 C.F.R. § 200.322, to the greatest extent practicable, the Bidder shall provide a preference for the purchase, acquisition, or use of goods, products, or materials produced in the United States. For purposes of this requirement, “produced in the United States” means that all manufacturing processes occurred in the United States and that all components of the product are of U.S. origin, unless a waiver applies.

Prohibition on Covered Telecommunications Equipment or Services In accordance with 2 C.F.R. § 200.216, the Contractor is prohibited from using FEMA award funds to procure or obtain equipment, services, or systems that use covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. Covered telecommunications equipment or services include those produced or provided by entities identified in 2 C.F.R. §

200.216 and related federal guidance.

The successful bidder shall be required to certify compliance with these requirements as part of contract execution.

Required Federal Contract Provisions (2 C.F.R. Part 200, Appendix II) The provisions set forth in 2 C.F.R. Part 200, Appendix II are hereby incorporated by reference and shall apply to this contract as applicable.

Davis-Bacon Act The Davis-Bacon Act (40 U.S.C. § 3141 et seq.) does not apply to this acquisition and demolition project funded under the FEMA Hazard Mitigation Grant Program (HMGP). FEMA’s Hazard Mitigation Assistance Guidance and 44 C.F.R. Part 206 confirm that Davis-Bacon labor standards apply only to FEMA’s Public Assistance (PA) permanent construction projects, and do not apply to HMGP-funded activities such as acquisition, demolition, or open space conversion. Accordingly, no federal prevailing wage rates are required or applicable for this

IFB.

IFB # 26-002

FEMA COMPLIANCE CLAUSES

FEMA/VDEM Funding Limitation This project is funded in part through a Federal Emergency Management Agency (FEMA) Hazard Mitigation Grant. This grant is supported by funding from the State of Virginia through the Virginia Emergency Management Agency (VDEM).

Award of any contract resulting from this Invitation for Bids is expressly contingent upon the availability of grant funding and the required local match. The County reserves the right to reject any and all bids, in whole or in part, including any bid that exceeds available funding or otherwise renders the project ineligible for reimbursement.

Environmental and Historic Preservation (EHP) Requirements Work under this contract shall not commence until all applicable FEMA Environmental and Historic Preservation (EHP) requirements have been satisfied and written authorization to proceed has been issued by the County. The Contractor shall comply with all EHP conditions applicable to the project, including, but not limited to, environmental testing, hazardous materials handling, and any required work sequencing. No costs incurred prior to written authorization shall be eligible for payment.

Federal Grant Compliance and Records The Contractor shall maintain all records related to this project in accordance with applicable FEMA grant requirements and shall make such records available for inspection, audit, or reproduction by the County, the Commonwealth of Virginia, FEMA, or their authorized representatives.

PERIOD OF PERFORMANCE

No work shall begin until issuance of a written Notice to Proceed (NTP) by Botetourt County.

The Notice to Proceed will establish the official start date for the contract performance.

Completed shall be defined as all physical work being finished, all required documentation submitted, all inspections passed, all permits closed, all contractor-owned property removed from the site, and all required County approvals issued.

FUNDING

This project will be funded in whole or in part by the FEMA Hazard Mitigation Grant Program (HMGP), the Commonwealth of Virginia, as administered by the Virginia Department of Emergency Management (VDEM), and the Botetourt County Board of Supervisors.

PAYMENT TERMS

Payment shall be made NET 45 upon completion of the work. Completed is defined as the physical condition of work, permit closeout, final inspections, and County acceptance.

Invoices submitted prior to final acceptance or permit closeout will not be eligible for payment.

IFB # 26-002

EAGLE ROCK SURVEY – EXISTING CONDITIONS

Following page

IFB # 26-002

L3

L4

L1 L2

LINE TABLE

LINE

L1

L2

L3

L4

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

NA

D8

(2

1)

VI

RG

IN

IA

S

OU

TH

Z

ON

E

GR

ID

N

OR

TH

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)

F

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

F

A

B

C

EDGE OF PAVEMENT

EDGE OF PAVEMENT

EDGE OF

PAVEMENT

EXISTING GRAVEL ROAD

FLOODWAY

ZONE AE

ZONE AE

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

IN

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STRUCTURE DEMOLITION AND SITE RESTORATION

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AutoCAD SHX Text 540.473.1253

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94 GREENFIELD STREET

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DALEVILLE, VIRGINIA 24083

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AutoCAD SHX Text Lic. No.002744

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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

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SITE

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VICINITY MAP NO SCALE

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CHURCH ST

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INDIAN LN

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BOTETOURT RD

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26004

SPECTRUM PROJECT NUMBER:

CONSTRUCTION DOCUMENTS

04.17.2026

72 RAILROAD AVE|EAGLE ROCK, VA 24085

PROJECT PHASE:

PROJECT DATE:

INDEX OF DRAWINGS:

C001 COVER SHEET

C101 EXISTING CONDITIONS & DEMOLITION PLAN

C102 GRADING AND EROSION & SEDIMENT CONTROL PLAN

C501 NOTES & DETAILS

L101 LANDSCAPE PLAN

GENERAL PROJECT INFORMATION

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OWNER/AUTHORIZED AGENT: BOTETOURT COUNTY

PHONE: (540) 928-2000

OWNER'S ADDRESS: 57 S. CENTER DR

DALEVILLE, VA 24083

SUBMITTING ENGINEER: SPECTRUM DESIGN PC

PHONE: (540) 342-6001

ENGINEER'S ADDRESS: 10 CHURCH AVE SE

ROANOKE, VA 24011

PID

0.57818259

SHEET NUMBER:

C001

Plaza Suite 1 10 Church Avenue, SE Roanoke, VA 24011

540.342.6001 spectrumpc.com

72 RAILROAD AVE

ACREAGE

IFB # 26-002

STRUCTURE DEMOLITION AND SITE RESTORATION

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RAILROAD AVE

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CHURCH ST

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JAMES RIVER

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BOTETOURT RD

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CRAIG CRK RD

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JAMES RIVER

NARROW PASSAGE RD

NOT FOR

CONSTRUCTION

SHEET NUMBER:

SHEET REVISIONS:

SHEET ISSUE DATE:

SHEET NAME:

DRAWN BY:CHECKED BY:

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26004

CONSTRUCTION DOCUMENTS

4.17.2026

RENOVATIONS TO

72 RAILROAD AVE

EAGLE ROCK, VIRGINIA

AHJ APPROVAL STAMP

4.17.2026

MAR MAR TGK

Plaza Suite 1 10 Church Avenue, SE Roanoke, VA 24011

540.342.6001 spectrumpc.com

SCALE

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EXISTING CONDITIONS

& DEMOLITION PLAN

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STRUCTURE DEMOLITION AND SITE RESTORATION

AutoCAD SHX Text N/F BOTETOURT FUNERAL SERVICES INC TM# 27A-71A INST# 050003814 ZONING: B-2 AREA=0.100 AC. (GIS)

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N/F MARK A. SLOAN TM# 27A-71 ZONING: B-2 AREA=0.240 AC. (GIS)

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N/F WANDA M. HUFF TM# 27A-72 ZONING: B-2 AREA=0.310 AC. (GIS)

AutoCAD SHX Text N/F CHARLES G. SMITH TM# 27A-70 INST# 120004371 ZONING: B-2 AREA=0.578 AC. (BY SURVEY)

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N/F BANK OF BOTETOURT TM# 27A-69 ZONING: B-2 AREA=0.237 AC. (GIS)

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N/F BANK OF BOTETOURT TM# 27A-68 ZONING: B-2 AREA=0.058 AC. (GIS)

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RAILROAD AVENUE STATE RTE. 734 D.B. 502 PG. 484

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CHURCH STREET STATE RTE 43 40' R.O.W. D.B. 502 PG. 484

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RUBBLE/ EXTENTS OF DEMOLISHED BUILDING DEBRIS TO BE REMOVED. SEE NOTE #6

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STORM GRATE TOP=934.39 8" INV. OUT=933.29

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SAN. MANHOLE TOP=935.38

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CONC. ENTRANCE

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UTILITY POLE (TYP.)

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REMNANTS OF CONSTRUCTION FENCE TO BE REMOVED

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WOODEN FENCE TO BE REMOVED

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CONC. WALL TO BE REMOVED TO PROPERTY LINE. SEE NOTE #7

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CONC. WALL TO BE REMOVED TO PROPERTY LINE. SEE NOTE #7

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SIDEWALK (TYP.)

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OVERHEAD UTILITY (TYP.)

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8" SANITARY SEWER(TYP.)

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REBAR FOUND

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CONC. WALL & STAIRS TO BE REMOVED

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CONTROL VALVE ELE.=942.57 SEE NOTE #11

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12" BURIED CULVERT TO BE REMOVED

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2" PVC WATERLINE

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INV. OUT=943.81

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15" CMP

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SWING SET SEE NOTE #8

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ABOVE GROUND POOL & POOL DECK (ENCROACHING) SEE NOTE #8.

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FENCE (TYP.)

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EDGE OF PAVEMENT

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LIGHT POLE (TYP.) TO REMAIN

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EDGE OF PAVEMENT

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ZONE X ZONE X (0.2% CHANCE)

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ZONE X (0.2% CHANCE) ZONE AE

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RUBBLE/ EXTENTS OF DEMOLISHED BUILDING DEBRIS TO BE REMOVED. SEE NOTE #6

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CONC. STRUCTURE TO BE REMOVED TO PROPERTY LINE. SEE NOTE #7

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CONC. WALL TO REMAIN

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CONC. WALL TO BE REMOVED TO PROPERTY LINE. SEE NOTE #7

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LIMITS OF DISTURBANCE =0.51 AC.

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CONC. ENTRANCE

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EDGE OF PAVEMENT

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1" REBAR BEARS 0.21' N39°13'55"E TO LINE

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1" REBAR BEARS 0.55' N39°13'55"E TO LINE

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100-YR FLPL

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500-YR FLPL

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APPROXIMATE EXTENTS OF FOUNDATION (THREE WYTHE BRICK EXPECTED)

AutoCAD SHX Text SANITARY CLEANOUT TOP=936.73 TO BE ABANDONED. SEE WVWA DETAIL S-6A ON SHEET C501.

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GRAVEL TO BE REMOVED

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SHED TO BE REMOVED

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APPROXIMATE PARTIAL BASEMENT LOCATION. SEE SEQUENCE NOTE 4 ON SHEET C102.

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TREE TO BE REMOVED

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LIMITS OF DISTURBANCE =0.51 AC.

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SOIL BOUNDARY: 58C (HSG B) SOIL BOUNDARY: 64B (HSG B)

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AutoCAD SHX Text EXISTING CONDITIONS & DEMOLITION NOTES 1. WHERE INDICATED OR WHERE IN CONFLICT WITH NEW CONSTRUCTION, EXISTING TOPOGRAPHICAL WHERE INDICATED OR WHERE IN CONFLICT WITH NEW CONSTRUCTION, EXISTING TOPOGRAPHICAL INDICATED OR WHERE IN CONFLICT WITH NEW CONSTRUCTION, EXISTING TOPOGRAPHICAL INDICATED OR WHERE IN CONFLICT WITH NEW CONSTRUCTION, EXISTING TOPOGRAPHICAL OR WHERE IN CONFLICT WITH NEW CONSTRUCTION, EXISTING TOPOGRAPHICAL OR WHERE IN CONFLICT WITH NEW CONSTRUCTION, EXISTING TOPOGRAPHICAL WHERE IN CONFLICT WITH NEW CONSTRUCTION, EXISTING TOPOGRAPHICAL WHERE IN CONFLICT WITH NEW CONSTRUCTION, EXISTING TOPOGRAPHICAL IN CONFLICT WITH NEW CONSTRUCTION, EXISTING TOPOGRAPHICAL IN CONFLICT WITH NEW CONSTRUCTION, EXISTING TOPOGRAPHICAL CONFLICT WITH NEW CONSTRUCTION, EXISTING TOPOGRAPHICAL CONFLICT WITH NEW CONSTRUCTION, EXISTING TOPOGRAPHICAL WITH NEW CONSTRUCTION, EXISTING TOPOGRAPHICAL WITH NEW CONSTRUCTION, EXISTING TOPOGRAPHICAL NEW CONSTRUCTION, EXISTING TOPOGRAPHICAL NEW CONSTRUCTION, EXISTING TOPOGRAPHICAL CONSTRUCTION, EXISTING TOPOGRAPHICAL CONSTRUCTION, EXISTING TOPOGRAPHICAL EXISTING TOPOGRAPHICAL EXISTING TOPOGRAPHICAL TOPOGRAPHICAL TOPOGRAPHICAL AND PLANIMETRIC FEATURES ARE TO BE REMOVED. 2. PERMITS, FEES AND LICENSES SHALL BE SECURED AND PAID BY THE CONTRACTOR. CONTRACTOR PERMITS, FEES AND LICENSES SHALL BE SECURED AND PAID BY THE CONTRACTOR. CONTRACTOR FEES AND LICENSES SHALL BE SECURED AND PAID BY THE CONTRACTOR. CONTRACTOR FEES AND LICENSES SHALL BE SECURED AND PAID BY THE CONTRACTOR. CONTRACTOR AND LICENSES SHALL BE SECURED AND PAID BY THE CONTRACTOR. CONTRACTOR AND LICENSES SHALL BE SECURED AND PAID BY THE CONTRACTOR. CONTRACTOR LICENSES SHALL BE SECURED AND PAID BY THE CONTRACTOR. CONTRACTOR LICENSES SHALL BE SECURED AND PAID BY THE CONTRACTOR. CONTRACTOR SHALL BE SECURED AND PAID BY THE CONTRACTOR. CONTRACTOR SHALL BE SECURED AND PAID BY THE CONTRACTOR. CONTRACTOR BE SECURED AND PAID BY THE CONTRACTOR. CONTRACTOR BE SECURED AND PAID BY THE CONTRACTOR. CONTRACTOR SECURED AND PAID BY THE CONTRACTOR. CONTRACTOR SECURED AND PAID BY THE CONTRACTOR. CONTRACTOR AND PAID BY THE CONTRACTOR. CONTRACTOR AND PAID BY THE CONTRACTOR. CONTRACTOR PAID BY THE CONTRACTOR. CONTRACTOR PAID BY THE CONTRACTOR. CONTRACTOR BY THE CONTRACTOR. CONTRACTOR BY THE CONTRACTOR. CONTRACTOR THE CONTRACTOR. CONTRACTOR THE CONTRACTOR. CONTRACTOR CONTRACTOR. CONTRACTOR CONTRACTOR. CONTRACTOR CONTRACTOR CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL MATERIALS. 3. LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON BEST AVAILABLE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON BEST AVAILABLE OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON BEST AVAILABLE OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON BEST AVAILABLE EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON BEST AVAILABLE EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON BEST AVAILABLE UTILITIES SHOWN ON THESE PLANS ARE BASED ON BEST AVAILABLE UTILITIES SHOWN ON THESE PLANS ARE BASED ON BEST AVAILABLE SHOWN ON THESE PLANS ARE BASED ON BEST AVAILABLE SHOWN ON THESE PLANS ARE BASED ON BEST AVAILABLE ON THESE PLANS ARE BASED ON BEST AVAILABLE ON THESE PLANS ARE BASED ON BEST AVAILABLE THESE PLANS ARE BASED ON BEST AVAILABLE THESE PLANS ARE BASED ON BEST AVAILABLE PLANS ARE BASED ON BEST AVAILABLE PLANS ARE BASED ON BEST AVAILABLE ARE BASED ON BEST AVAILABLE ARE BASED ON BEST AVAILABLE BASED ON BEST AVAILABLE BASED ON BEST AVAILABLE ON BEST AVAILABLE ON BEST AVAILABLE BEST AVAILABLE BEST AVAILABLE AVAILABLE AVAILABLE INFORMATION. NOTHING IN THESE CONTRACT DOCUMENTS SHALL BE CONSTRUCTED AS A NOTHING IN THESE CONTRACT DOCUMENTS SHALL BE CONSTRUCTED AS A NOTHING IN THESE CONTRACT DOCUMENTS SHALL BE CONSTRUCTED AS A IN THESE CONTRACT DOCUMENTS SHALL BE CONSTRUCTED AS A IN THESE CONTRACT DOCUMENTS SHALL BE CONSTRUCTED AS A THESE CONTRACT DOCUMENTS SHALL BE CONSTRUCTED AS A THESE CONTRACT DOCUMENTS SHALL BE CONSTRUCTED AS A CONTRACT DOCUMENTS SHALL BE CONSTRUCTED AS A CONTRACT DOCUMENTS SHALL BE CONSTRUCTED AS A DOCUMENTS SHALL BE CONSTRUCTED AS A DOCUMENTS SHALL BE CONSTRUCTED AS A SHALL BE CONSTRUCTED AS A SHALL BE CONSTRUCTED AS A BE CONSTRUCTED AS A BE CONSTRUCTED AS A CONSTRUCTED AS A CONSTRUCTED AS A AS A AS A A A GUARANTEE THAT SUCH UTILITIES EXIST IN THE LOCATION INDICATED OR THAT OTHER UTILITIES DO THAT SUCH UTILITIES EXIST IN THE LOCATION INDICATED OR THAT OTHER UTILITIES DO THAT SUCH UTILITIES EXIST IN THE LOCATION INDICATED OR THAT OTHER UTILITIES DO SUCH UTILITIES EXIST IN THE LOCATION INDICATED OR THAT OTHER UTILITIES DO SUCH UTILITIES EXIST IN THE LOCATION INDICATED OR THAT OTHER UTILITIES DO UTILITIES EXIST IN THE LOCATION INDICATED OR THAT OTHER UTILITIES DO UTILITIES EXIST IN THE LOCATION INDICATED OR THAT OTHER UTILITIES DO EXIST IN THE LOCATION INDICATED OR THAT OTHER UTILITIES DO EXIST IN THE LOCATION INDICATED OR THAT OTHER UTILITIES DO IN THE LOCATION INDICATED OR THAT OTHER UTILITIES DO IN THE LOCATION INDICATED OR THAT OTHER UTILITIES DO THE LOCATION INDICATED OR THAT OTHER UTILITIES DO THE LOCATION INDICATED OR THAT OTHER UTILITIES DO LOCATION INDICATED OR THAT OTHER UTILITIES DO LOCATION INDICATED OR THAT OTHER UTILITIES DO INDICATED OR THAT OTHER UTILITIES DO INDICATED OR THAT OTHER UTILITIES DO OR THAT OTHER UTILITIES DO OR THAT OTHER UTILITIES DO THAT OTHER UTILITIES DO THAT OTHER UTILITIES DO OTHER UTILITIES DO OTHER UTILITIES DO UTILITIES DO UTILITIES DO DO DO NOT EXIST WITHIN THE AREA OF CONSTRUCTION OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR EXIST WITHIN THE AREA OF CONSTRUCTION OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR EXIST WITHIN THE AREA OF CONSTRUCTION OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR WITHIN THE AREA OF CONSTRUCTION OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR WITHIN THE AREA OF CONSTRUCTION OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR THE AREA OF CONSTRUCTION OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR THE AREA OF CONSTRUCTION OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR AREA OF CONSTRUCTION OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR AREA OF CONSTRUCTION OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR OF CONSTRUCTION OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR OF CONSTRUCTION OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR CONTRACTOR IS RESPONSIBLE FOR CONTRACTOR IS RESPONSIBLE FOR IS RESPONSIBLE FOR IS RESPONSIBLE FOR RESPONSIBLE FOR RESPONSIBLE FOR FOR FOR SUBSURFACE UTILITY EXPLORATION TO VERIFY LOCATIONS AND DEPTHS. CONTRACTOR TO VERIFY UTILITY EXPLORATION TO VERIFY LOCATIONS AND DEPTHS. CONTRACTOR TO VERIFY UTILITY EXPLORATION TO VERIFY LOCATIONS AND DEPTHS. CONTRACTOR TO VERIFY EXPLORATION TO VERIFY LOCATIONS AND DEPTHS. CONTRACTOR TO VERIFY EXPLORATION TO VERIFY LOCATIONS AND DEPTHS. CONTRACTOR TO VERIFY TO VERIFY LOCATIONS AND DEPTHS. CONTRACTOR TO VERIFY TO VERIFY LOCATIONS AND DEPTHS. CONTRACTOR TO VERIFY VERIFY LOCATIONS AND DEPTHS. CONTRACTOR TO VERIFY VERIFY LOCATIONS AND DEPTHS. CONTRACTOR TO VERIFY LOCATIONS AND DEPTHS. CONTRACTOR TO VERIFY LOCATIONS AND DEPTHS. CONTRACTOR TO VERIFY AND DEPTHS. CONTRACTOR TO VERIFY AND DEPTHS. CONTRACTOR TO VERIFY DEPTHS. CONTRACTOR TO VERIFY DEPTHS. CONTRACTOR TO VERIFY CONTRACTOR TO VERIFY CONTRACTOR TO VERIFY TO VERIFY TO VERIFY VERIFY VERIFY LOCATIONS AND SIZES OF ALL EXISTING FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION. AND SIZES OF ALL EXISTING FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION. AND SIZES OF ALL EXISTING FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION. SIZES OF ALL EXISTING FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION. SIZES OF ALL EXISTING FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION. OF ALL EXISTING FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION. OF ALL EXISTING FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL EXISTING FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL EXISTING FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION. EXISTING FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION. EXISTING FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION. FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION. FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION. PRIOR TO COMMENCEMENT OF CONSTRUCTION. PRIOR TO COMMENCEMENT OF CONSTRUCTION. TO COMMENCEMENT OF CONSTRUCTION. TO COMMENCEMENT OF CONSTRUCTION. COMMENCEMENT OF CONSTRUCTION. COMMENCEMENT OF CONSTRUCTION. OF CONSTRUCTION. OF CONSTRUCTION. CONSTRUCTION. CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ANY DAMAGES TO EXISTING IS RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ANY DAMAGES TO EXISTING IS RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ANY DAMAGES TO EXISTING RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ANY DAMAGES TO EXISTING RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ANY DAMAGES TO EXISTING FOR REPAIR OR REPLACEMENT OF ANY DAMAGES TO EXISTING FOR REPAIR OR REPLACEMENT OF ANY DAMAGES TO EXISTING REPAIR OR REPLACEMENT OF ANY DAMAGES TO EXISTING REPAIR OR REPLACEMENT OF ANY DAMAGES TO EXISTING OR REPLACEMENT OF ANY DAMAGES TO EXISTING OR REPLACEMENT OF ANY DAMAGES TO EXISTING REPLACEMENT OF ANY DAMAGES TO EXISTING REPLACEMENT OF ANY DAMAGES TO EXISTING OF ANY DAMAGES TO EXISTING OF ANY DAMAGES TO EXISTING ANY DAMAGES TO EXISTING ANY DAMAGES TO EXISTING DAMAGES TO EXISTING DAMAGES TO EXISTING TO EXISTING TO EXISTING EXISTING EXISTING UTILITIES INTENDED TO REMAIN RESULTING FROM CONSTRUCTION. 4.