PC_501-18130-080_FOR_CONSTRUCTION_Drawings_2026-07-01.pdf
PDF 20 MB Posted
- Attached to
- 161072 Montvale AHQ Phase III
- Solicitation number
- IFB-127379
- Issued by
- Bedford County, Virginia
About this file
This document comprises construction drawings and specifications for the Virginia Department of Transportation's Montvale Area Headquarters Phase III Equipment Storage Building project (Project Code 501-18130-080), located at 1096 Goose Creek Valley Road, Montvale, Virginia 24122. The project scope includes construction of an approximately 7,080 square foot equipment storage building with associated site demolition, site development, utilities, foundations, building envelope, interior finishes, HVAC systems, lighting, grounding, and electrical power infrastructure. The construction documents are dated for construction commencement on July 1, 2026, and are designated as Invitation for Bid (IFB) Number 161072. The project incorporates phased development across three construction phases, with Phase 1 and Phase 2 previously completed, and Phase 3 representing the current equipment storage building construction. Site development includes 0.65 acres of disturbance, with existing detention basin capacity designed to accommodate full buildout of all three phases totaling 3.20 acres of impervious area. The drawing set includes site plans, architectural details, structural specifications, mechanical and plumbing systems, electrical single-line diagrams, lighting photometrics, storm sewer profiles, grading plans, and erosion and sediment control measures in compliance with the 2021 Virginia Uniform Statewide Building Code and applicable VDOT standards.
The construction documents establish comprehensive requirements for contractor coordination across all trades, including verification of underground utilities through Virginia 811 notification (minimum 72 hours prior to excavation), field verification of all dimensions and existing conditions, and coordination between civil, architectural, structural, mechanical, plumbing, electrical, fire protection, and demolition work. Key utilities include water service via one-inch polyethylene pipe, sanitary sewer connections, storm sewer piping with detention basin drainage, propane service with two 1,000-gallon aboveground storage tanks, and electrical service through a 800-amp main disconnect panel with connection to existing utility infrastructure. The project includes one additive bid item for asphalt pavement flooring in Equipment Storage Building Covered Storage Bay 102 as an alternative to gravel flooring. All materials must be new unless otherwise noted, with no asbestos-containing materials permitted. The contractor is responsible for providing submittals, assembling operation and maintenance manuals, maintaining as-built drawings with red-line markups, site cleanliness, public area protection, and proper disposal of demolition materials in accordance with VDOT Specification Section 303 and applicable environmental regulations.
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Other files
| File | Type | Posted |
|---|---|---|
| 161072 Project Manual Vol 1 .pdf | ||
| 161072 Project Manual Vol II .pdf |
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Text version
DRAWING LIST:
DRAWING NO TITLE
G1 COVER SHEET
SITE DRAWINGS
DRAWING NO TITLE
1T1 TITLE SHEET
C1 EXISTING CONDITIONS, DEMOLITION, AND PHASE 1 E&S PLAN
C2 SITE, GRADING, AND UTILITY PLAN
C3 PHASE 2 E&S PLAN
C4 DETAILS
C5 SWPPP GENERAL INFORMATION SHEET
C6 SWPPP GENERAL INFORMATION SHEET
C7 SWPPP GENERAL INFORMATION SHEET
C8 SWPPP GENERAL INFORMATION SHEET
1B1 BORING LOGS
1B2 BORING LOGS
1M1 SITE DISTRIBUTION PLAN
1M2 GAS RISER SCHEMATIC AND DETAILS
1E1 LEGEND AND ABBREVIATIONS
1E2 CALCULATIONS, GENERAL NOTES, AND SCHEDULES
1E3 ELECTRICAL SITE PLAN AND LIGHTING PHOTOMETRICS
1E4 SERVICE RACK AND SINGLE LINE DIAGRAM
1E5 SITE DETAILS
EQUIPMENT STORAGE BUILDING DRAWINGS
DRAWING NO TITLE
2T1 TITLE SHEET
2FP1 FIRE PROTECTION INFORMATION PLAN
2A1 LEGEND, SCHEDULES, AND DETAILS
2A2 FLOOR PLAN
2A3 REFLECTED CEILING AND ROOF PLANS
2A4 BUILDING ELEVATIONS
2A5 BUILDING SECTIONS AND DETAILS
2A6 SECTIONS AND DETAILS
2A7 SECTIONS AND DETAILS
2S1 FOUNDATION AND SLAB PLAN, SECTIONS, AND DETAILS
2S2 STEEL FRAMING PLAN, SECTIONS, AND DETAILS
2S3 ROOF FRAMING PLAN, SECTIONS, AND DETAILS
2S4 ROOF TRUSS PROFILES, SECTIONS, AND DETAILS
2S5 ELEVATIONS, SECTIONS, AND DETAILS
2S6 SECTIONS AND DETAILS
2S7 GENERAL NOTES
2M1 LEGEND AND SPECIFICATIONS
2M2 HVAC AND PLUMBING PLANS
2M3 SCHEDULES AND DETAILS
2E1 LEGEND, ABBREVIATIONS, AND GENERAL NOTES
2E2 SINGLE LINE DIAGRAM AND SCHEDULES
2E3 FLOOR PLAN - LIGHTING
2E4 FLOOR PLAN - POWER
2E5 GROUNDING AND EMBED PLAN
2E6 LIGHTNING PROTECTION SYSTEM PLAN
2E7 DETAILS
2E8 DETAILS
2E9 CALCULATIONS
MONTVALE AREA HEADQUARTERS
PHASE III
EQUIPMENT STORAGE BUILDING
PROJECT CODE: 501-18130-080
MONTVALE, VIRGINIA
FOR CONSTRUCTION
JULY 1, 2026
Drawing No.:
Project No.:
1"
Full Scale Verification
0"
G1
24100
VIRGINIA A&E, PLLC
1115 VISTA PARK DRIVE
FOREST, VA 24551
PHONE: (434) 316-6001
VAE PROJECT NO: 24100
NORTH
PROJECT LOCATION MAP
NORTH
VICINITY MAP
SITE LOCATION
SITEI 81
RT 460
RT 24
RT 460
GOOSE CREEK VALLEY RD
PIKE RD
(1096 GOOSE CREEK VALLEY ROAD,
MONTVALE, VIRGINIA 24122)GENERAL NOTES:
1. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED FOR USE AS FABRICATION DRAWINGS. THESE DRAWINGS INDICATE THE GENERAL AND APPROXIMATE SIZE AND LOCATION OF MATERIAL. FIELD VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR TO BEGINNING WORK. ALL UTILITIES NOTED ON PLANS ARE APPROXIMATE AND CONTRACTOR SHALL FIELD VERIFY LOCATION.
2. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO, THE 2021 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (JANUARY 18, 2024) AND ASSOCIATED CODES OF REFERENCE.
3. ALL MATERIAL SHALL BE NEW UNLESS OTHERWISE NOTED. NO ASBESTOS CONTAINING MATERIALS SHALL BE USED. MATERIALS ARE BASED ON THE INDICATED MANUFACTURER'S/MODELS AND ARE INTENDED ONLY TO SHOW THE GENERAL SIZE, CONFIGURATION, LOCATION, CONNECTIONS, AND SUPPORT FOR INDICATED MATERIAL WITH RELATION TO OTHER BUILDING SYSTEMS. MATERIAL BY ANY MANUFACTURER THAT MEETS THE SCHEDULED CRITERIA IS ACCEPTABLE. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
ACTUAL INSTALLED MATERIAL AND ASSOCIATED CHANGES.
4. CONTRACTOR SHALL COORDINATE THE WORK WITH EXISTING CONDITIONS, INCLUDING BEAMS, COLUMNS, SITE FEATURES, AND OTHER
OBSTRUCTIONS, WHETHER OR NOT SUCH IS SHOWN ON DRAWINGS.
5. CONTACT VIRGINIA 811 AT 1-800-552-7001, OR HTTPS://WWW.VA811.COM NO LESS THAN 72 HOURS PRIOR TO EXCAVATION AND DO NOT
DISTURB THE SOIL UNTIL DIG TICKET HAS BEEN PROCESSED.
6. CONTRACTOR SHALL COORDINATE THE WORK BETWEEN ALL TRADES. MATERIAL LOCATIONS SHALL BE COORDINATED BETWEEN CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, AND DEMOLITION PLANS TO AVOID CONFLICTS.
7. EXISTING MATERIAL TO BE REMOVED SHALL BE REMOVED CAREFULLY TO AVOID DAMAGING MATERIAL TO REMAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE THAT OCCURS TO EXISTING MATERIAL TO REMAIN OR TO BE RELOCATED DURING DEMOLITION AND
CONSTRUCTION.
8. CONTRACTOR SHALL ADVISE THE A/E IMMEDIATELY OF DISCREPANCIES FOUND ON THE DRAWINGS, IN THE SPECIFICATIONS, OR BETWEEN THE TWO. MINOR DEVIATIONS FROM THE PLANS MAY BE MADE TO AVOID MINOR CONFLICTS. WHERE MAJOR CONFLICTS ARE ENCOUNTERED, THE AFFECTED WORK SHALL NOT BE INSTALLED UNTIL THE CONFLICT HAS BEEN RESOLVED. NEITHER THE A/E NOR THE OWNER SHALL BE RESPONSIBLE FOR CONSEQUENCES OF PROCEEDING WITH WORK BASED ON CONTRACTOR INTERPRETATION OR ON
DIRECTION FROM OTHER PARTIES, INCLUDING THE OWNER AND INSPECTORS.
9. ALL MATERIAL SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS, MAINTAINING ALL
REQUIRED CLEARANCES AND WITH ALL COMPONENTS ACCESSIBLE AND SERVICEABLE.
10. CONTRACTOR SHALL PROVIDE MATERIAL DATA SUBMITTALS FOR ALL NEW MATERIAL.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR ASSEMBLING OPERATION AND MAINTENANCE MANUALS CONTAINING ALL MATERIAL
SUBMITTALS, INSTALLATION AND OPERATING INSTRUCTIONS, AND WARRANTY INFORMATION.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A SET OF AS-BUILT DRAWINGS ON SITE WHICH INDICATE IN RED ALL DEVIATIONS FROM ORIGINAL CONSTRUCTION DOCUMENTS, INCLUDING APPROVED CONSTRUCTION CHANGE ORDERS.
13. CONTRACTOR SHALL KEEP PUBLIC AREAS FREE OF TRASH AND CONSTRUCTION DEBRIS AND CLEAN ENTIRE WORK AREA ON A DAILY
BASIS.
14. CONTRACTOR SHALL PROTECT THE BUILDING, ADJACENT FEATURES, ROADWAYS, WALKWAYS, SITE IMPROVEMENTS, EXTERIOR PLANTINGS, LANDSCAPING, ETC AS REQUIRED FROM DAMAGE AND CORRECT DAMAGE RESULTING FROM CONSTRUCTION ACTIVITIES TO
THE SATISFACTION OF THE OWNER.
15. CONTRACTOR SHALL COLLECT DEMOLISHED MATERIALS AND PLACE IN APPROPRIATE DISPOSAL AND RECYCLING CONTAINERS.
DEMOLISHED MATERIALS SHALL BE PROMPTLY REMOVED FROM THE OWNER'S PROPERTY AND DISPOSED OF LEGALLY.
16. ANY ROAD/PARKING LOT CLOSURE SHALL BE DONE IN ACCORDANCE WITH THE LATEST VERSION OF THE VIRGINIA WORK AREA
PROTECTION MANUAL.
17. DEFINITIONS:
FURNISH: SUPPLY AND DELIVER TO PROJECT SITE FOR INSTALLATION BY OTHERS.
INSTALL: INSTALL ITEMS FURNISHED BY OTHERS, INCLUDING UNLOADING, TEMPORARILY STORING, UNPACKING, AND ASSEMBLY.
PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.
REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF THEM OFF-SITE UNLESS INDICATED TO BE REMOVED
AND SALVAGED OR REMOVED AND REINSTALLED.
REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE FOR REUSE, AND REINSTALL WHERE INDICATED.
REMOVE AND SALVAGE: CAREFULLY DETACH FROM EXISTING CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, AND DELIVER TO
OWNER.
ASBESTOS DISCLOSURE STATEMENT:
LEAD PAINT DISCLOSURE STATEMENT:
DISCLAIMER STATEMENT:
VIRGINIA A&E ASSUMES NO RESPONSIBILITY FOR THE ADEQUACY OR ACCURACY OF THE ASBESTOS AND LEAD BASED PAINT INFORMATION PROVIDED ABOVE BY THE OWNER. THE CONTRACTOR SHALL ADDRESS ANY RELATED QUESTIONS TO THE OWNER'S PROJECT MANAGER.
AN ASBESTOS INSPECTION WAS NOT PERFORMED BECAUSE ALL PORTIONS OF THE EXISTING AREA HEADQUARTERS THAT MAY BE AFFECTED
BY THE WORK WERE ORIGINALLY CONSTRUCTED AFTER JANUARY 1, 1985.
AN INSPECTION TO IDENTIFY LEAD CONTAINING OR COATED BUILDING COMPONENTS HAS NOT BEEN CONDUCTED BECAUSE THE AREA HEADQUARTER WAS CONSTRUCTED AFTER JANUARY 1, 1985 AND THE OWNER HAS NO KNOWLEDGE OF LEAD CONTAINING OR COATED BUILDING COMPONENTS IN THE BUILDING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL VIRGINIA OCCUPATIONAL SAFETY
AND HEALTH (VOSH) REGULATIONS AS THEY PERTAIN TO EMPLOYEE EXPOSURES TO LEAD.
ALL LEAD AND LEAD-COATED BUILDING COMPONENTS SHALL BE RECYCLED TO THE EXTENT POSSIBLE.
Lic. No. 048440
ANDREW S. KLEPAC
Lic. No. 060997
GLENN E. COOKE WILLIAM L. ALLEN
Lic. No. 034677 Lic. No. 058604
JOSHUA S. KNIGHT
Lic. No. 035249
STEVEN M. HOVIS SCOTT F. BURGER
Lic. No. 034338
ADDITIVE BID ITEM SUMMARY:
ADDITIVE BID ITEMS ARE GENERALLY REPRESENTED AS DESCRIBED BELOW:
ADDITIVE BID ITEM NO. 1 - EQUIPMENT STORAGE BUILDING COVERED STORAGE BAY 102 FLOOR PROVIDE ASPHALT PAVEMENT FLOOR IN EQUIPMENT STORAGE BUILDING COVERED STORAGE BAY 102 TO MATCH ASPHALT PAVEMENT DETAIL
ON SITE DRAWING C4 IN LIEU OF GRAVEL FLOOR.
07/01/2026 07/01/2026 07/01/2026 07/01/2026 07/01/2026 07/01/2026
IFB # 161072
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DRAWING LIST:
DRAWING NO TITLE
1T1 TITLE SHEET
C1 EXISTING CONDITIONS, DEMOLITION, AND PHASE 1 E&S PLAN
C2 SITE, GRADING, AND UTILITY PLAN
C3 PHASE 2 E&S PLAN
C4 DETAILS
C5 SWPPP GENERAL INFORMATION SHEET
C6 SWPPP GENERAL INFORMATION SHEET
C7 SWPPP GENERAL INFORMATION SHEET
C8 SWPPP GENERAL INFORMATION SHEET
1B1 BORING LOGS
1B2 BORING LOGS
1M1 SITE DISTRIBUTION PLAN
1M2 GAS RISER SCHEMATIC AND DETAILS
1E1 LEGEND AND ABBREVIATIONS
1E2 CALCULATIONS, GENERAL NOTES, AND SCHEDULES
1E3 ELECTRICAL SITE PLAN AND LIGHTING PHOTOMETRICS
1E4 SERVICE RACK AND SINGLE LINE DIAGRAM
1E5 SITE DETAILS
MONTVALE AREA HEADQUARTERS
PHASE III
EQUIPMENT STORAGE BUILDING
PROJECT CODE: 501-18130-080
MONTVALE, VIRGINIA
FOR CONSTRUCTION
JULY 1, 2026
Drawing No.:
Project No.:
1"
Full Scale Verification
0"
1T1
24100
VIRGINIA A&E, PLLC
1115 VISTA PARK DRIVE
FOREST, VA 24551
PHONE: (434) 316-6001
VAE PROJECT NO: 24100
NORTH
PROJECT LOCATION MAP
NORTH
VICINITY MAP
SITE LOCATION
SITEI 81
RT 460
RT 24
RT 460
GOOSE CREEK VALLEY RD
PIKE RD
GENERAL NOTES:
1. REFER TO DRAWING G1 FOR GENERAL NOTES.
SITE
GENERAL INFORMATION:
PROJECT INFORMATION:
AGENCY: VIRGINIA DEPARTMENT OF TRANSPORTATION
PROJECT TITLE: MONTVALE AREA HEADQUARTERS PHASE III - EQUIPMENT STORAGE BUILDING
PROJECT CODE: 501-18130-080
ADDRESS: 1096 GOOSE CREEK VALLEY ROAD, MONTVALE, VIRGINIA 24122
APPLICABLE CODES & STANDARDS:
BUILDING CODES: 2021 VIRGINIA UNIFORM STATEWIDE BUILDING CODE - VUSBC
(EFFECTIVE JANUARY 18, 2024)
VIRGINIA CONSTRUCTION CODE - VCC (2021)
VIRGINIA MECHANICAL CODE - VMC (2021)
NATIONAL ELECTRICAL CODE - NFPA-70 (2020)
STANDARD FOR INSTALLATION OF LIGHTNING PROTECTION SYSTEMS - NFPA -780 (2023)
ACCESSIBILITY STANDARDS: ADA90-TITLE II: CHAPTER 2 OF 2010 ADA STANDARD FOR ACCESSIBLE DESIGN DATED
SEPTEMBER 15, 2010 AND CHAPTERS 1 AND 3 THROUGH 11 OF STANDARDS FOR
ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES (ICC A117.1-2017) APPROVED
MARCH 28, 2017.
OTHER STANDARDS: CONSTRUCTION AND PROFESSIONAL SERVICES MANUAL - CPSM 2025 EDITION, REVISION 0
(MARCH 17, 2025)
ASBESTOS DISCLOSURE STATEMENT:
LEAD PAINT DISCLOSURE STATEMENT:
DISCLAIMER STATEMENT:
VIRGINIA A&E ASSUMES NO RESPONSIBILITY FOR THE ADEQUACY OR ACCURACY OF THE ASBESTOS AND LEAD BASED PAINT INFORMATION PROVIDED ABOVE BY THE OWNER. THE CONTRACTOR SHALL ADDRESS ANY RELATED QUESTIONS TO THE OWNER'S PROJECT MANAGER.
AN ASBESTOS INSPECTION WAS NOT PERFORMED BECAUSE ALL PORTIONS OF THE EXISTING AREA HEADQUARTERS THAT MAY BE AFFECTED
BY THE WORK WERE ORIGINALLY CONSTRUCTED AFTER JANUARY 1, 1985.
AN INSPECTION TO IDENTIFY LEAD CONTAINING OR COATED BUILDING COMPONENTS HAS NOT BEEN CONDUCTED BECAUSE THE AREA HEADQUARTER WAS CONSTRUCTED AFTER JANUARY 1, 1985 AND THE OWNER HAS NO KNOWLEDGE OF LEAD CONTAINING OR COATED BUILDING COMPONENTS IN THE BUILDING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL VIRGINIA OCCUPATIONAL SAFETY
AND HEALTH (VOSH) REGULATIONS AS THEY PERTAIN TO EMPLOYEE EXPOSURES TO LEAD.
ALL LEAD AND LEAD-COATED BUILDING COMPONENTS SHALL BE RECYCLED TO THE EXTENT POSSIBLE.
Lic. No. 048440
ANDREW S. KLEPAC
Lic. No. 060997
GLENN E. COOKE WILLIAM L. ALLEN
Lic. No. 034677 Lic. No. 035249
STEVEN M. HOVIS SCOTT F. BURGER
Lic. No. 034338
07/01/2026 07/01/2026 07/01/2026 07/01/2026 07/01/2026
IFB # 161072
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UG E
UG E UG E UG E UG E UG E UG E UG E
UG
E
UG
E
UG
E
UG
E
UG E
U G
T U
G T
UG E UG E UG E
U G
E U
G T
UG T UG T UG T UG T UG T UG T UG T UG T UG T
UG E
UG
E
UG
E
U G
E U
G E
U G
E
UG E
UG E
X X X X X X X X X X X X X X X X X X X X
X X X
2" W
2" W
2" W
2" W
2" W
2" W 2" W 2" W
CO
2" W 2" W
UG G
U G
G
CO
CO
CO
4" SS4" SS4" SS4" SS4" SS4" SS4" SS
WV
CO
E
X
X X
X X
X X
X X
X X
X X
X
X X
X
X
T
U G
E
UG E
2" W
2" W
2" W
2" W
2" W
2" W
2" W
2" W 2" W 2" W 2" W 2" W 2" W
2" W 2" W
1" W
1" W
UG
E
UG E
U
G E
UG E
UG E
UG E
UG E
UG E
UG E
U G
E
UG E
UG E
UG E
UG E
UG E
UG E
UG E
UG E
U G
E U
G E
UG E
CHEMICAL STORAGE BUILDING
COMBO BUILDING
W
D
20.9'
10.0'
12.0'
21.5'FRAME SHEDS
BENCHMARK:
TOP OF REBAR
ELEVATON = 995.50'
BENCHMARK:
RR SPIKE IN PAVEMENT
ELEVATON = 1000.04'
SPIGOT
PIV
PIV
LOD LOD LOD LOD
LO
D
LODLODLODLO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLOD
LODLODLODLODLODLODLODLOD
LOD LOD LOD
XXXXXXXXXXX
X X
X X
X
X X X X X X X X X X X
CONC.
8"PVC
INV OUT = 982.2'INV OUT = 981.4'
8"PVC
12"PVC
12"PVC
12"PVC
8"PVC
12"CPP
"C
PP
"C
PP
"C
PP
4"PVC
15"C
PP
CO
995.6' 995.3'
995.4'
995.9'995.8'
995.4'
995.4'
994.7'
994.8'
994.7'
994.5'
994.3'
996.6'
TM #87-A-44A
9.991 ACRES
TRACT 'B'
994992
LIMITS OF H&P 2025 FIELD SURVEY
DETENTION BASIN
(QUANTITY CONTROL ONLY)
TM #87-A-44
JAMES A. CAMPBELL II & JANE CAMPBELL
BD 940, PG 204
REMOVE GRAVEL
PROPANE TANKS
PROPERTY LINE
SF
LIMITS OF DISTURBANCE (0.65 AC)
IP
CE
SF
SF
SFSF
IP
IP
ASPHALT
ASPHALT
ASPHALT
ASPHALT
GRAVEL
GRASS
GRASS
GRASS
GRASS
GRAVEL
GRATED INLET
TOP = 1000.17'
INV OUT = 998.6'
GRATED INLET
TOP = 1000.83'
INV IN = 996.2'
INV OUT = 996.2'
GRATED INLET
TOP = 995.24'
INV IN = 992.4'
INV OUT = 992.1'
GRATED INLET
TOP = 995.23'
INV IN = 991.8'
INV OUT = 991.8'
GRATED INLET
TOP = 995.57'
INV IN = 991.2'
INV OUT = 991.2'
GRATED INLET
TOP = 994.52'
INV IN = 989.5'
INV IN = 989.5'
INV OUT = 989.4'
STORM MH
TOP = 993.02'
INV IN = 988.0' NE
INV IN = 985.3' NW
INV OUT = 985.2'
GRATED INLET
TOP = 990.70'
INV OUT = 986.6'
CURB INLET
TOP = 989.74'
INV IN = 983.0'
INV OUT = 982.9'
CURB INLET
TOP = 988.66'
INV IN = 983.9'
INV OUT = 983.2'
STORM SEWER SCHEDULE
1" = 20'
20 10 20 40
GRAPHIC SCALE IN FEET
NORTH
REVISIONS DATEBYNO.
1"
Full Scale Verification
0"
ANDREW S. KLEPAC
Lic. No. 048440
7/1/2026
2026-07-01
DATE:PROJECT NO:
VIRGINIA A&E, PLLC
1115 VISTA PARK DRIVE
FOREST, VIRGINIA 24551
PHONE: (434) 316-6001
Drawing No.:
ENGINEERING • SURVEYING • LAND DEVELOPMENT • ENVIRONMENTAL
GEOTECHNICAL • CONSTRUCTION TESTING & INSPECTION • CULTURAL RESOURCES
2524 LANGHORNE ROAD
LYNCHBURG VA 24501
HANDP.COM WEBSITE
434.847.7796 MAIN
434.847.0047 FAX
INSPIRED / RESPONSIVE / TRUSTED
SITE
VIRGINIA DEPARTMENT OF TRANSPORTATION
MONTVALE AREA HEADQUARTERS
PHASE III
EQUIPMENT STORAGE BUILDING
PROJECT CODE: 501-18130-080
MONTVALE, VIRGINIA 24100
EXISTING CONDITIONS, DEMOLITION,
AND PHASE 1 E&S PLAN
C1
THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE
LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY
UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY
COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE
PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY
DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE
OF THE CONTRACTOR.
NO LESS THAN 72 WORKING HOURS PRIOR TO EXCAVATION, THE
CONTRACTOR SHALL CONTACT VIRGINIA 811 (MISS UTILITY) AND ADVISE
THE NATURE AND LOCATION OF THE WORK. SOIL SHALL NOT BE
DISTURBED UNTIL THE DIG TICKET HAS BEEN PROCESSED.
BENCHMARK
UG SAN. SEWER LINE
TELEPHONE PEDESTAL
EDGE OF PAVEMENT
D STORM MANHOLE
EDGE OF GRAVEL
WATER METER
CLEANOUT
WATER VALVEWV
W
CO
SURVEY LEGEND
ELECTRIC MANHOLEE
ELECTRIC PEDESTAL
CONCRETE
SURVEY NOTES
1. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT RESPONSIBLE
CHARGE OF JOSEPH M. MAY FROM AN ACTUAL GROUND SURVEY. FIELD DATA WAS
OBTAINED ON AUGUST 22, 2025. THIS MAP MEETS THE MINIMUM ACCURACY
STANDARDS.
2. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES
NOT, THEREFORE, NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY.
3. THE AREA SHOWN HEREON IS LOCATED IN FLOOD HAZARD ZONE 'X' AND IS NOT
LOCATED WITHIN FLOOD HAZARD ZONE 'AE' FOR A 100 YEAR FLOOD AS DETERMINED BY
THE FEDERAL EMERGENCY MANAGEMENT AGENCY AS SHOWN ON FEMA MAP
#51019C0140D DATED SEPTEMBER 29, 2010.
4. PROPERTY LINES SHOWN HEREON ARE FROM RECORD INFORMATION AND HAVE ONLY
BEEN TIED DOWN IN THE FIELD ADEQUATELY ENOUGH TO USE FOR GENERAL
INFORMATION PURPOSES ONLY. THIS DRAWING DOES NOT REPRESENT A BOUNDARY
SURVEY.
5. HORIZONTAL CONTROL FOR THIS PROJECT IS BASED ON VIRGINIA STATE PLANE GRID
SOUTH ZONE (NAD 83). VERTICAL CONTROL FOR THIS PROJECT IS BASED ON NAVD 88,
GEOID MODEL 12B.
6. THE UTILITIES SHOWN HEREON ARE PLOTTED PER VISIBLE EVIDENCE IN THE FIELD.
UNDERGROUND UTILITIES HAVE NOT BEEN MARKED IN THE FIELD AT THIS TIME.
7. THIS SURVEY WAS PREPARED AT THE REQUEST OF VIRGINIA A&E.
SOURCE OF TITLE:
THE AREA SHOWN WAS ACQUIRED BY THE COMMONWEALTH OF VIRGINIA, DEPARTMENT OF
TRANSPORTATION FROM DEANNA C. BOWMAN BY DEED DATED OCTOBER 20, 2017 AS
RECORDED IN INSTRUMENT #170010177 OF THE CIRCUIT COURT CLERK'S OFFICE OF
BEDFORD COUNTY, VIRGINIA.
PLAT OF REFERENCE:
PLAT BY MSA, P.C. TITLED "ALTA/NSPS LAND TITLE SURVEY OF NEW TRACT "B" (P.B. 30, PG.
227 & 228) TAX MAP NO. 87-A-44A / PARCEL NO. 8704101" AND DATED "AUGUST 31, 2017".
RECORDED IN PLAT BOOK 59 PAGE 287 OF THE CIRCUIT COURT CLERK'S OFFICE OF
BEDFORD COUNTY, VIRGINIA.
THIS DRAWING IS INTENDED TO
BE PLOTTED IN COLOR. ITEMS TO
BE REMOVED ARE NOTED IN RED.
SITE DATA
· ADDRESS: 1096 GOOSE CREEK VALLEY RD, MONTVALE, VA 24122
· APPROXIMATE PROJECT CENTER: 37.3876°, -79.7311°
· ZONING: AV (AGRICULTURAL VILLAGE CENTER DISTRICT)
· PARCEL AREA: 9.99 AC
· DISTURBED AREA: 0.65 AC
· EXISTING IMPERVIOUS IN LOD: 0.03 AC
· PROPOSED IMPERVIOUS IN LOD: 0.59 AC
· 12-DIGIT HUC (VAHU6): 030101011101(RU39)
· RECEIVING WATER: U.T. OF GOOSE CREEK
· CBPA RPA/RMA: N/A
· FEMA FLOODPLAIN: N/A
IP INLET PROTECTION
VDOT STD. EC-6, TYPE A
CE
SFX
CONSTRUCTION ENTRANCE
VDOT STD. EC-11
SILT FENCE
VDOT STD. EC-5
EROSION CONTROL LEGEND
IFB # 161072
UG
E
UG
E
UG
E
UG
E
UG E
U G
T U
G T
UG E UG E UG E
U G
E U
G T
UG T UG T UG T UG T UG T UG T UG T UG T UG T
UG E
UG
E
UG
E
U G
E U
G E
U G
E
UG E
UG E
X X X X X X X X X X X X X X X X X X X X
X X X
2" W
2" W
2" W
2" W
2" W
2" W 2" W 2" W
CO
2" W 2" W
UG G
U G
G
CO
CO
CO
4" SS4" SS4" SS4" SS4" SS4" SS4" SS
WV
CO
E
X
X X
X X
X X
X X
X X
X X
X
X X
X
X
T
U G
E
UG E
2" W
2" W
2" W
2" W
2" W
2" W
2" W
2" W 2" W 2" W 2" W 2" W 2" W
2" W 2" W
1" W
1" W
UG
E
UG E
U
G E
UG E
UG E
UG E
UG E
UG E
UG E
U G
E
UG E
UG E
UG E
UG E
UG E
UG E
UG E
UG E
U G
E U
G E
UG E
EQUIPMENT STORAGE BUILDING
F.F.=996.00
CHEMICAL STORAGE BUILDING
COMBO BUILDING
W
D
20.9'
10.0'
12.0'
21.5'FRAME SHEDS
BENCHMARK:
TOP OF REBAR
ELEVATON = 995.50'
BENCHMARK:
RR SPIKE IN PAVEMENT
ELEVATON = 1000.04'
SPIGOT
PIV
PIV
CONC.
8"PVC
INV OUT = 982.2'INV OUT = 981.4'
8"PVC
12"PVC
12"PVC
12"PVC
8"PVC
12"CPP
"C
PP
"C
PP
"C
PP
4"PVC
15"C
PP
CO
995.6' 995.3'
995.4'
995.9'995.8'
995.4'
995.4'
994.7'
994.8'
994.7'
994.5'
994.3'
996.6'
TM #87-A-44A
9.991 ACRES
TRACT 'B'
994992
.0
20.0'
1" W
1" W
CO
CO 150 LF OF 8" STORM SEWER PIPE @ 1.6%
UG G UG G
UG G UG G UG G UG G
U G
G
DETENTION BASIN
(QUANTITY CONTROL ONLY)
TM #87-A-44
JAMES A. CAMPBELL II & JANE CAMPBELL
BD 940, PG 204
PROPANE TANKS
PROPERTY LINE
69 LF O
F 8" STO
R M
SEW
ER
PIPE @
1.6%
995.90
R15'
996.00994.50
995.90
995.00
INV=989.50
INV=988.0 (FROM
DESIGN PLANS)
OIL/WATER SEPARATOR
(SEE PLUMBING)
YARD HYDRANT
YARD HYDRANT
GAS LINE
(SEE MECH.)
1" PE WATER LINE (TYP)
CLEANOUT
TOP=995.80
INV=993.00
CLEANOUT
TOP=994.30
INV=990.60
4" DOWNSPOUT PIPING (TYP)
ADJUST TOP TO MATCH FINISH GRADE
995.90
995.80
B-5
B-4
B-3
B-2
CO
CLEANOUT
TOP=995.90
INV=990.00
995.50
5.
0'
92.0'
70.1'
53.9'
80.7'
ASPHALT
ASPHALT
ASPHALT
ASPHALT
GRASS
GRASS
GRASS
GRAVEL
18"W X 8"T CL. A3
CONC. COLLAR
STORM SEWER PROFILE
0+00 1+00 2+00
150 LF OF
8" STORM SEWER PIPE
@ 1.6%
69 LF OF
8" STORM SEWER PIPE
@ 1.6%
INV=989.50
EXISTING GRADE
PROPOSED GRADE
CLEANOUT
TOP=995.80
INV=993.00
CLEANOUT
TOP=994.80
INV=990.60
4" SANITARY
X X X
X
X
VISITO
R
VISITO
R
X
X
1" = 20'
20 10 20 40
GRAPHIC SCALE IN FEET
NORTH
REVISIONS DATEBYNO.
1"
Full Scale Verification
0"
ANDREW S. KLEPAC
Lic. No. 048440
7/1/2026
2026-07-01
DATE:PROJECT NO:
VIRGINIA A&E, PLLC
1115 VISTA PARK DRIVE
FOREST, VIRGINIA 24551
PHONE: (434) 316-6001
Drawing No.:
ENGINEERING • SURVEYING • LAND DEVELOPMENT • ENVIRONMENTAL
GEOTECHNICAL • CONSTRUCTION TESTING & INSPECTION • CULTURAL RESOURCES
2524 LANGHORNE ROAD
LYNCHBURG VA 24501
HANDP.COM WEBSITE
434.847.7796 MAIN
434.847.0047 FAX
INSPIRED / RESPONSIVE / TRUSTED
SITE
VIRGINIA DEPARTMENT OF TRANSPORTATION
MONTVALE AREA HEADQUARTERS
PHASE III
EQUIPMENT STORAGE BUILDING
PROJECT CODE: 501-18130-080
MONTVALE, VIRGINIA 24100
SITE, GRADING, AND UTILITY PLAN
C2
CONTOUR994
CONCRETE
PROPOSED LEGEND
FF FINISHED FLOOR
P PAVEMENT
STORM SEWER
W WATER LINE
SS SANITARY SEWER
ASPHALT PAVEMENT
CLEANOUTCO
BOREHOLE LOCATION
UG E UNDERGROUND ELECTRIC
UG C UNDERGROUND COMMUNICATIONS
UG G UNDERGROUND GAS
B-1
YARD HYDRANT
DOWNSPOUT PIPING
CO
SITE AND UTILITY NOTES
1. ANY CHANGES TO THE PLANS MUST BE APPROVED BY THE ENGINEER PRIOR TO
CONSTRUCTION.
2. CONTRACTOR TO FIELD VERIFY ALL INVERTS AND CONNECTION POINTS PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. IF POTENTIAL CONFLICTS ARE
DETECTED, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY.
3. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN SANITARY SEWER LINES AND
WATER LINES.
4. NEW WATER LINE SHALL BE COMPLETE, DISINFECTED, PRESSURE-TESTED, AND
APPROVED PRIOR TO ACCEPTANCE.
5. NEW SANITARY SEWER PIPE TO BE AWWA C900 PVC (DR25), PRESSURE TESTED IN
PLACE TO 30 PSI WITHOUT LEAKAGE PRIOR TO BACKFILLING.
6. POLYETHYLENE (PE) PIPE TO BE IPS WITH 200 PSI MINIMUM RATING.
7. WATER VALVES TO BE HOUSED IN TRAFFIC-RATED VALVE BOX AND CONCRETE SLAB.
SEE VDOT STD. VB-1.
8. THE PROPOSED BUILDING WILL NOT BE SPRINKLED.
9. SEE MEP PLANS FOR PROPOSED SITE ELECTRICAL AND GAS IMPROVEMENTS.
GRADING NOTES
1. ALL FILL SHALL BE COMPACTED TO MINIMUM 95% STANDARD PROCTOR. FILL UNDER
STRUCTURES SHALL BE COMPACTED TO 98% STANDARD PROCTOR. ALL FILL SHALL BE
PLACED IN 8" LOOSE LIFTS.
2. ALL FILL AREAS TO BE STRIPPED OF UNSUITABLE MATERIAL BEFORE PLACING AND
COMPACTING FILL MATERIAL.
3. PLACE A MINIMUM OF 4" OF TOPSOIL IN AREAS TO BE SEEDED.
4. CONTRACTOR RESPONSIBLE FOR OBTAINING AN APPROVED E&S PLAN FOR ALL
OFFSITE WASTE OR BORROW AREAS IF NEEDED.
5. ALL STORM PIPE IS TO BE INSTALLED PER VDOT STANDARD PB-1. PIPING TO BE SCH. 40
PVC OR TYPE S HDPE. PIPE MATERIAL SHALL CONFORM TO VDOT SPECIFICATION
SECTION 232. ALL STORM PIPE IS TO BE INSTALLED WITH SILT-TIGHT JOINTS UNLESS
NOTED OTHERWISE.
6. CONNECT DOWNSPOUTS TO STORM SEWER PIPING - SEE ARCH. PLANS FOR
DOWNSPOUT LOCATIONS. ALL DOWNSPOUT PIPING TO BE 4" SCH. 40 PVC OR TYPE S
HDPE @ 2% MIN. SLOPE. WHERE DOWNSPOUT PIPING DOES NOT CONNECT DIRECTLY
TO A STRUCTURE, THE CONNECTION SHALL BE MADE WITH A PREFABRICATED TEE OR
WYE FITTING.
PROPERTY LINE
SECURE PERIMETER FENCE
ESB CSB
COMBO
BUILDING
FUEL
STATION
GOOSE CREEK VALLEY ROAD
SITE MAP
1"=200'
HEAVY-DUTY PAVEMENT
UG
E
UG
E
UG
E
UG
E
UG E
U G
T U
G T
UG E UG E UG E
U G
E U
G T
UG T UG T UG T UG T UG T UG T UG T UG T UG T
UG E
UG
E
UG
E
U G
E U
G E
U G
E
UG E
UG E
X X X X X X X X X X X X X X X X X X X X
X X X
2" W
2" W
2" W
2" W
2" W
2" W 2" W 2" W
CO
2" W 2" W
UG G
U G
G
CO
CO
CO
4" SS4" SS4" SS4" SS4" SS4" SS4" SS
WV
CO
E
X
X X
X X
X X
X X
X X
X X
X
X X
X
X
T
U G
E
UG E
2" W
2" W
2" W
2" W
2" W
2" W
2" W
2" W 2" W 2" W 2" W 2" W 2" W
2" W 2" W
1" W
1" W
UG
E
UG E
U
G E
UG E
UG E
UG E
UG E
UG E
UG E
U G
E
UG E
UG E
UG E
UG E
UG E
UG E
UG E
UG E
U G
E U
G E
UG E
CHEMICAL STORAGE BUILDING
COMBO BUILDING
W
D
20.9'
10.0'
12.0'
21.5'FRAME SHEDS
SPIGOT
PIV
PIV
LOD LOD LOD LOD
LO
D
LODLODLODLO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLOD
LODLODLODLODLODLODLODLOD
LOD LOD LOD
XXXXXXXXXXX
X X
X X
X
X X X X X X X X X X X
CONC.
8"PVC
INV OUT = 982.2'INV OUT = 981.4'
8"PVC
12"PVC
12"PVC
12"PVC
8"PVC
12"CPP
"C
PP
"C
PP
"C
PP
4"PVC
15"C
PP
CO
995.6' 995.3'
995.4'
995.9'995.8'
995.4'
995.4'
994.7'
994.8'
994.7'
994.5'
994.3'
996.6'
TM #87-A-44A
9.991 ACRES
TRACT 'B'
994992
1" W
1" W
CO
CO
UG G UG G
UG G UG G UG G UG G
U G
G
DETENTION BASIN
(QUANTITY CONTROL ONLY)
TM #87-A-44
JAMES A. CAMPBELL II & JANE CAMPBELL
BD 940, PG 204
PROPANE TANKS
PROPERTY LINE
SF
LIMITS OF DISTURBANCE (0.65 AC)
IP
TO PS MU
SF
SF
SFSF
IP
IP
X
TO PS MU
CO
ASPHALT
ASPHALT
ASPHALT
ASPHALT
GRASS
GRASS
GRASS
GRAVEL
1" = 20'
20 10 20 40
GRAPHIC SCALE IN FEET
NORTH
REVISIONS DATEBYNO.
1"
Full Scale Verification
0"
ANDREW S. KLEPAC
Lic. No. 048440
7/1/2026
2026-07-01
DATE:PROJECT NO:
VIRGINIA A&E, PLLC
1115 VISTA PARK DRIVE
FOREST, VIRGINIA 24551
PHONE: (434) 316-6001
Drawing No.:
ENGINEERING • SURVEYING • LAND DEVELOPMENT • ENVIRONMENTAL
GEOTECHNICAL • CONSTRUCTION TESTING & INSPECTION • CULTURAL RESOURCES
2524 LANGHORNE ROAD
LYNCHBURG VA 24501
HANDP.COM WEBSITE
434.847.7796 MAIN
434.847.0047 FAX
INSPIRED / RESPONSIVE / TRUSTED
SITE
VIRGINIA DEPARTMENT OF TRANSPORTATION
MONTVALE AREA HEADQUARTERS
PHASE III
EQUIPMENT STORAGE BUILDING
PROJECT CODE: 501-18130-080
MONTVALE, VIRGINIA 24100
PHASE 2 E&S PLAN
C3
MULCHING
VDOT SPEC SECTION 303
IP
MU
INLET PROTECTION
VDOT STD. EC-6, TYPE A
ADDITIONAL ESC MEASURES MAY BE
REQUIRED BY INSPECTION ENGINEER IF
WARRANTED BY THE FIELD CONDITIONS.
PERMANENT SEEDING
VDOT SPEC SECTION 603
CE
SF
PS
X
CONSTRUCTION ENTRANCE
VDOT STD. EC-11
SILT FENCE
VDOT STD. EC-5
TOPSOILING
VDOT SPEC SECTION 602TO
EROSION CONTROL LEGEND
REVISIONS DATEBYNO.
1"
Full Scale Verification
0"
ANDREW S. KLEPAC
Lic. No. 048440
7/1/2026
2026-07-01
DATE:PROJECT NO:
VIRGINIA A&E, PLLC
1115 VISTA PARK DRIVE
FOREST, VIRGINIA 24551
PHONE: (434) 316-6001
Drawing No.:
ENGINEERING • SURVEYING • LAND DEVELOPMENT • ENVIRONMENTAL
GEOTECHNICAL • CONSTRUCTION TESTING & INSPECTION • CULTURAL RESOURCES
2524 LANGHORNE ROAD
LYNCHBURG VA 24501
HANDP.COM WEBSITE
434.847.7796 MAIN
434.847.0047 FAX
INSPIRED / RESPONSIVE / TRUSTED
SITE
VIRGINIA DEPARTMENT OF TRANSPORTATION
MONTVALE AREA HEADQUARTERS
PHASE III
EQUIPMENT STORAGE BUILDING
PROJECT CODE: 501-18130-080
MONTVALE, VIRGINIA 24100
DETAILS
C4
36" MIN.
4"
SELECT BACKFILL
DETECTABLE WARNING
TAPE BURIED 18"-24"
BELOW GRADE
SANITARY SEWER TRENCH
N.T.S.
12" 12"VDOT 21A OR
21B STONE
COMPACTED
BACKFILL
12"
18"
24"
NOTE: ALL 90°
BENDS SHALL
BE MADE WITH
(2) 45° BENDS
CLEANOUT
N.T.S.
4" RISER PIPE
SET HEIGHT
AS REQUIRED
GRADE
45° BEND
45° BEND
COMPACTED VDOT
#26 STONE TO
SUPPORT RISER
SEE FRAME &
COVER DETAIL
CLEANOUT FRAME & COVER
N.T.S.
GRADE 2" MIN. CLEARANCE
NEENAH R-1792-BL
OR EQUAL
8" ANCHOR BOLTS
FLASHING
COMPACTED VDOT
#21 STONE TO INVERT
OF CLEANOUT
15# BUILDERS FELT
36" MIN.
4"
SELECT BACKFILL
DETECTABLE WARNING
TAPE BURIED 18"-24"
BELOW GRADE
WATER LINE TRENCH
N.T.S.
12" 12"VDOT 21A OR
21B STONE
COMPACTED
BACKFILL
12"
24" X 24" X 6"
CONCRETE PAD
NOTE: BACKFILL SHALL
BE COMPACTED VDOT 21A
OR 21B STONE IN AREAS
OF EXISTING GRAVEL.
METALLIC
LOCATING WIRE
METALLIC
LOCATING WIRE
LOCATING WIRE NOTE:
LOCATING WIRE SHALL BE CONNECTED TO MANHOLE,
INLET, AND CLEANOUT FRAMES, AND DAYLIGHTED TO
SURFACE GRADE ADJACENT TO ALL OTHER STRUCTURES.
YARD HYDRANT (NON-FREEZE)
N.T.S.
PE
R
M A
N U
FA
C
TU
R
ER
2'x2'x4" CONCRETE PAD
(SEE CONCRETE NOTE)
PE TO NTP ADAPTER
AT HYDRANT
YARD HYDRANT SPECIFICATIONS:
INLET: 1" NPT
CASING: 1 14" GALV. STEEL PIPE
OPERATING ROD: 3 8" GALV. STEEL PIPE
DRAIN HOLE: TAPPED 18" NPT
HOSE NOZZLE: 3 4" BRASS
HYDRANT SHALL BE SUPPLIED WITH
ADJUSTABLE LINK, ROD GUIDE, FLOW
FINDER & LOCK, ONE PIECE VARIABLE
FLOW PLUNGER, AND AUTOMATIC DRAIN.
PROVIDE 7" X 10" PLASTIC SIGN AND
ATTACH SIGN TO THE YARD HYDRANT.
1 CF OF WASHED
#57 STONE
CONCRETE NOTE: CONCRETE TO BE
3,500 PSI NON-STRUCTURAL CONCRETE,
EXPOSURE CLASS F3, AIR-ENTRAINED.
CAUTION: NON-POTABLE WATER
DO NOT DRINK
SIGN DETAIL
ASPHALT PAVEMENT
N.T.S.
6" VDOT #21B STONECOMPACTED SUBGRADE
2" VDOT SM-9.5D
NOTE: APPLICATION OF TACK AT JOINTS,
ADJACENT TO CURBS, GUTTERS OR OTHER
APPURTENANCES SHALL BE APPLIED BY
HAND WAND AT THE RATE OF 0.2 GAL./SQ.YD.
CRS-1 @ 0.05 GAL/SY
3" VDOT BM-25.0
SEEDING AND STABILIZATION NOTES
1. APPROXIMATELY 0.65 ACRES WILL BE DISTURBED ON THIS PROJECT AND WILL REQUIRE
THE ESTABLISHMENT OF GRASSES AND/OR LEGUMES.
2. OVERSEEDING RATES SHALL BE 100 PERCENT OF THE SEED MIXTURE SUPPLIED
WITHOUT FERTILIZER.
3. THE ENGINEER WILL REQUIRE THE CONTRACTOR TO PERFORM SUPPLEMENTAL
SEEDING WHEN LESS THAN 75 PERCENT UNIFORM STAND OF THE PERMANENT GRASS
SPECIFIED IN THE MIXTURES IS OBTAINED. (ANNUAL SPECIES SUCH AS, RYE AND MILLET
ARE TEMPORARY VARIETIES AND REQUIRE SUPPLEMENTAL SEEDING.)
4. LEGUME SEED MIXES (BIRDSFOOT TREFOIL, CROWNVETCH, AND SERICEA LESPEDEZA
AND WEEPING LOVEGRASS SHALL NOT BE USED ON SHOULDERS AND OTHER
LOCATIONS FLATTER THAN 3:1 SLOPE.
5. LEGUME SEED SHALL BE INOCULATED WITH THE APPROPRIATE STRAIN AND RATE OF
BACTERIA FOR HYDROSEEDING, USE FIVE TIMES THE DRY SEEDING RATE OF
INOCULATE.
6. A TEMPORARY MIX OR EROSION CONTROL MULCH, AS DIRECTED BY THE ENGINEER, IS
TO BE USED ONLY ON AREAS THAT ARE TO BE REGRADED OR LATER DISTURBED, IF LEFT
DORMANT FOR MORE THAN 15 DAYS.
7. EROSION CONTROL MULCH, AS DIRECTED BY THE ENGINEER, IS TO BE USED ON AREAS
THAT ARE TO BE LEFT DORMANT FOR MORE THAN 15 DAYS BETWEEN DECEMBER 1 AND
FEBRUARY 28.
8. EROSION CONTROL MULCH, AS LISTED ON THE VDOT APPROVED PRODUCTS LIST, SHALL
BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
9. EROSION CONTROL MULCH SHALL PROVIDE 100 PERCENT COVERAGE OF ALL DENUDED
AREAS.
10. SPRING & SUMMER AND FALL & WINTER DEFINED FOR THE PURPOSE OF DETERMINING
WHETHER HULLED OR UNHULLED BERMUDAGRASS AND SERICEA LESPEDEZA SEED IS
REQUIRED:
SPRING & SUMMER: 4/1 - 9/15 - USE HULLED SEED
FALL & WINTER: 9/15 - 4/1 - USE UNHULLED SEED
11. TYPE I MULCH (STRAW) TO BE USED ON NEWLY SEEDED AREAS ADJACENT TO ALL
WATERWAYS, WETLANDS, SWAMPS, OR ANY AREA IN WHICH DRAINAGE FLOWS TOWARD
AREAS UNDER THE JURISDICTION OF THE ENVIRONMENTAL REGULATORY AGENCIES.
12. TYPE I MULCH SHALL BE APPLIED TO PROVIDE A MINIMUM 90 PERCENT COVERAGE.
13. TYPE I MULCH SHALL BE TACKED WITH FIBER MULCH AT THE RATE OF 500 LBS. PER
ACRE AND/OR MULCH TACKIFIER.
14. TYPE II MULCH (FIBER MULCH) MAY BE SUBSTITUTED FOR TYPE I MULCH AT THE
RECOMMENDATION OF THE DISTRICT ROADSIDE MANAGER.
15. TYPE II MULCH SHALL BE APPLIED AT A RATE OF 1000 LBS. (NET DRY WEIGHT) PER ACRE
TO PROVIDE A MINIMUM OF 90 PERCENT COVERAGE, AND SHALL BE APPLIED IN A
SEPARATE APPLICATION.
16. ALL TOPSOIL IS TO BE FREE OF HARD LUMPS, CLODS, ROCKS AND FOREIGN DEBRIS AND
IS TO BE HAND-RAKED TO TIE INTO EXISTING LAWNS.
17. ALL SEED MUST BE IN CONFORMANCE WITH VDOT SEED SPECIFICATIONS FOR GRASSES
& LEGUMES AND BE PROVIDED AT THE PROJECT SITE IN BAGS NOT OPENED AND
LABELED FOR USE ON VDOT PROJECTS WITH A GREEN TAG CERTIFYING INSPECTION BY
THE VIRGINIA CROP IMPROVEMENT ASSOCIATION.
18. MIX REQUIREMENTS THIS PROJECT: RECOMMENDATIONS FOR THE APPLICATION OF
SEED MIXTURES (CORE MIX AND ADDITIVES), FERTILIZER, LIME, ETC. ARE TO BE
OBTAINED FROM THE DISTRICT ROADSIDE MANAGER.
EROSION AND SEDIMENT CONTROL DEVICES:
PERIMETER EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO
ANY LAND DISTURBING ACTIVITY. AS CONSTRUCTION PROCEEDS, ALL ADDITIONAL EROSION
AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE. EROSION
AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLAN ARE A MINIMUM AND THE
PROJECT CONDITION MAY DICTATE ADDITIONAL CONTROL. CONTRACTOR SHALL MAINTAIN
E&S MEASURES IN ACCORDANCE WITH VDOT SPECIFICATION 303.
SUGGESTED CONSTRUCTION SEQUENCE:
PHASE 1:
1. INSTALL CONSTRUCTION ENTRANCE, PERIMETER CONTROLS AND ALL APPURTENANCES
AS SHOWN ON PLANS.
2. CLEAR SITE; STRIP TOPSOIL.
3. GRADE BUILDING PAD AND PAVED AREAS.
PHASE 2:
4. INSTALL UTILITIES.
5. CONSTRUCT BUILDING AND PAVING.
6. SPREAD TOPSOIL; TEMPORARY/PERMANENT SEEDING AND MULCHING OR SOD TO BE
PLACED ON ALL DISTURBED AREAS AS INDICATED ON THE PLANS.
7. CONTRACTOR TO RESTORE ALL AREAS BACK TO EITHER PROPOSED GRADES OR
EXISTING CONDITIONS AFTER COMPLETION OF THE PROJECT. ALL DISTURBED AREAS,
HAUL ROADS, CONSTRUCTION ROADS, LAY DOWN AREAS, ETC. SHALL BE RESTORED.
EROSION AND SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
THIS PROJECT CONSISTS OF THE CONSTRUCTION OF AN EQUIPMENT STORAGE BUILDING, AND
ASSOCIATED PAVING, GRADING, UTILITIES, AND DRAINAGE AT VDOT'S MONTVALE AREA
HEADQUARTERS SITE, WHICH IS LOCATED IN BEDFORD COUNTY, VIRGINIA. A TOTAL OF 0.65
ACRES WILL BE DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES.
EXISTING SITE CONDITIONS
THE SITE IS CURRENTLY A PAD THAT WAS GRADED AS PART OF THE VDOT MONTVALE PHASE 1
(PC 501-18130-004) AND PHASE 2 (PC 501-18130-072) PROJECTS. THE SITE IS PREDOMINANTLY
GRASS, WITH A SMALL PORTION AS GRAVEL. SITE RUNOFF GENERALLY FLOWS FROM NORTH TO
SOUTH TO AN EXISTING DETENTION BASIN CONSTRUCTED AS PART OF THE PHASE 1 PROJECT.
THE EXISTING DETENTION BASIN WAS DESIGNED TO ACCOMMODATE PHASE 2 AND 3
DEVELOPMENT.
ADJACENT PROPERTY
THE PROJECT IS ADJACENT TO A RAILROAD TO THE NORTH, RESIDENTIAL PROPERTY TO THE
EAST, THE PHASE 1 AREA HEADQUARTERS FACILITY TO THE SOUTH, AND A STORAGE LOT TO
THE WEST.
CRITICAL AREAS
NO CRITICAL AREAS HAVE BEEN IDENTIFIED FOR THIS SITE. THERE ARE NO EXISTING DRAINAGE
PROBLEMS OR CONCERNS.
OFFSITE AREAS
ANY WASTED MATERIAL FROM THE SITE WILL BE REMOVED TO AN OFFSITE LOCATION CHOSEN
BY THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT A SITE
PLAN IS SUBMITTED FOR APPROVAL FOR ANY BORROW OR FILL AREAS OFFSITE.
SOILS
THE MOST RECENT SOIL SURVEY MAP FOR THE PROJECT AREA INDICATES THAT THIS SITE
CONSISTS OF DILLARD FINE SANDY LOAM (C, K=0.24) AND SEQUOIA LOAM (C, K=0.32).
STORMWATER
QUALITY
WATER QUALITY TREATMENT REQUIREMENTS WERE ACCOUNTED FOR AS PART OF THE PHASE
2 PROJECT. NUTRIENT CREDITS HAVE ALREADY BEEN PURCHASED TO MEET THE PHOSPHORUS
REMOVAL REQUIREMENT ASSOCIATED WITH THE IMPERVIOUS AREA FOR PHASE 3. THE CREDIT
PURCHASE OF 3.12 LB FOR PHASE 2 WAS BASED ON VRRM 3.0. USING VRRM 4.1, THE
ASSOCIATED CREDIT REMOVAL WOULD BE 1.18 LB, SO A SURPLUS OF CREDITS WERE
PURCHASED FOR THE DEVELOPMENT. ALL PHASES WERE DESIGNED PER THE PART IIB
TECHNICAL CRITERIA.
QUANTITY
THE PHASE 1 DETENTION BASIN (EXISTING) WAS SIZED TO ACCOUNT FOR FULL BUILDOUT OF
THE SITE, INCLUDING THE IMPERVIOUS AREA FOR PHASE 1, PHASE 2, AND PHASE 3. THE
PROPOSED DEVELOPMENT (PHASES 1, 2, AND 3) RESULTS IN A TOTAL OF 3.20 ACRES OF
IMPERVIOUS AREA, SO THE ORIGINAL QUANTITY CALCULATIONS WILL NOT CHANGE AS A
RESULT OF THE PHASE 3 DEVELOPMENT AND THE BASIN IS ADEQUATELY SIZED. ALL PHASES
WERE DESIGNED PER THE PART IIB TECHNICAL CRITERIA. THE BASIN ALSO COMPLIES WITH THE
LATEST VIRGINIA STORMWATER MANAGEMENT HANDBOOK REQUIREMENTS.
STORM SEWER
THE STORM SEWER SERVING PHASE 3 WAS DESIGNED AS PART OF THE PHASE 2
DEVELOPMENT.
EROSION AND SEDIMENT CONTROL
VDOT STD. EC-11: CONSTRUCTION ENTRANCE (CE) - WHERE THE ENTRANCE IS PROPOSED IN
PAVED AREAS CONTRACTOR SHALL REMOVE ALL MUD, DIRT, AND DEBRIS PRIOR TO ENTERING
THE PUBLIC RIGHT OF WAY. CONTRACTOR SHALL INSTALL ADDITIONAL STONE STABILIZATION
AS NECESSARY TO PREVENT TRACKING ONTO THE EXISTING ROADWAY WITHIN THE LIMITS OF
CONSTRUCTION.
VDOT STD. EC-5: SILT FENCE (SF) - A TEMPORARY SEDIMENT BARRIER CONSTRUCTED OF POSTS
PLACED ACROSS OR AT THE TOE OF A SLOPE OR IN A MINOR DRAINAGE WAY TO INTERCEPT
AND DETAIN SEDIMENT AND DECREASE FLOW VELOCITIES FROM DRAINAGE AREAS OF LIMITED
SIZE.
VDOT STD. EC-6: INLET PROTECTION (IP) - STORM DRAIN INLET PROTECTION SHALL BE PLACED
AT THE INLET OF ALL CURB AND DROP INLETS TO FILTER SEDIMENT-LADEN RUNOFF.
VDOT SPEC. SECTION 602: TOPSOILING (TO) PRESERVING AND USING THE SURFACE LAYER OF
SOIL TO OBTAIN A MORE DESIRABLE PLANTING AND GROWTH MEDIUM.
VDOT SPEC. SECTION 603: PERMANENT SEEDING (PS) - ESTABLISHMENT OF PERENNIAL
VEGETATIVE COVER BY PLANTING SEED ON ROUGH-GRADED AREAS THAT WILL NOT BE
BROUGHT TO FINAL GRADE FOR A YEAR OR MORE OR WHERE PERMANENT, LONG-LIVED
VEGETATIVE COVER IS NEEDED ON FINE-GRADED AREAS.
VDOT SPEC. SECTION 303: MULCHING (MU) - APPLICATION OF PLANT RESIDUES OR OTHER
SUITABLE MATERIALS TO DISTURBED SURFACES TO PREVENT EROSION AND REDUCE
OVERLAND FLOW VELOCITIES. FOSTERS PLANT GROWTH BY INCREASING AVAILABLE MOISTURE
AND PROVIDING INSULATION AGAINST EXTREME HEAT OR COLD.
VDOT STD. EC-2: SOIL STABILIZATION BLANKETS & MATTING (B/M) - SOIL STABILIZATION
BLANKETS OR MATTING SHOULD BE APPLIED TO ALL SLOPES STEEPER THAN 3:1.
VEGETATIVE MEASURES
TEMPORARY SEEDING/PERMANENT STABILIZATION: SEEDING MEASURES SHALL BE TAKEN ON
DISTURBED SOIL AT CUT/FILL SLOPES, SIDES OF SEDIMENT BASINS, DITCH LINES, OR AREAS
OUTSIDE OF ON-GOING CONSTRUCTION PRACTICES WITHIN SEVEN (7) DAYS OF COMPLETED
GRADING. ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT
SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. UNLESS OTHERWISE INDICATED, ALL
EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE
VIRGINIA STORMWATER MANAGEMENT HANDBOOK.
MANAGEMENT STRATEGIES
- EROSION AND SEDIMENT CONTROL SHOULD BE DISCUSSED BETWEEN THE GRADING
CONTRACTOR AND THE OWNER PRIOR TO ANY EXCAVATION SO THAT LIMITS OF
CONSTRUCTION AND EROSION CONTROL METHODS ARE CLEARLY UNDERSTOOD BY BOTH
PARTIES.
- CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END
AS QUICKLY AS POSSIBLE.
- THERE IS TO BE NO TRACKING OF MUD OR DIRT BY CONSTRUCTION EQUIPMENT ONTO ANY
PAVED DRIVES OR ROADS.
- SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING AND WILL
BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION.
- SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING.
- AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC.
- AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E&S CONTROLS WILL BE
CLEANED UP AND REMOVED.
PERMANENT STABILIZATION
ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING
IMMEDIATELY FOLLOWING FINISH GRADING. MULCH (STRAW OR FIBER) WILL BE USED ON
RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME WILL BE
APPLIED PRIOR TO MULCHING.
CORE MIX
MIX LBS./AC DESCRIPTION
1 * 100% CERTIFIED FINE FESCUE
2 100% CERTIFIED TALL FESCUE
3 200 50% CERTIFIED TALL FESCUE
* 50% CERTIFIED FINE FESCUE
4 50% ORCHARDGRASS
50% CERTIFIED KENTUCKY BLUEGRASS
5 100% BERMUDAGRASS
TEMPORARY
3/1 - 5/16 AND
8/16 - 3/1
50% CERTIFIED TALL FESCUE
50% BARLEY, WINTER RYE OR WINTER WHEAT
5/16 - 8/16 50
50% FOXTAIL MILLET
50% CERTIFIED TALL FESCUE
ALL RATES TO BE SPECIFIED BY THE DISTRICT ROADSIDE MANAGER.
* FINE FESCUES INCLUDE CHEWINGS, CREEPING RED, HARD, SHEEP
ADDITIIVES
TYPE LBS./AC DESCRIPTION
A 100% LOVEGRASS
B 15 100% BARLEY, WINTER RYE OR WINTER WHEAT
C 10 100% FOXTAIL MILLET
D 100% ANNUAL RYEGRASS
E 100% CROWNVETCH (LEGUME)
F 100% SERICEA LESPEDEZA (LEGUME)
G 100% BIRDSFOOT TREFOIL (LEGUME)
SEEDING SCHEDULE
SPRING
4/1 - 6/1
SUMMER
6/1 - 9/15
FALL & WINTER
9/15 - 4/1
CORE MIX #3
NO ADDITIVE
CORE MIX #3
ADDITIVE C
CORE MIX #3
ADDITIVE B
TYPE OF FESCUE:
ANY
TYPE OF FESCUE:
ANY
TYPE OF FESCUE:
ANY
FERTILIZER: DO NOT USE ANY FERTILIZER WITHIN FIFTY FEET OF AN
ACTIVE STREAM OR LAKE. NO FERTILIZER MAY BE APPLIED ANYWHERE
BETWEEN NOVEMBER 1 AND MARCH 15. WITHIN THESE RESTRICTIONS,
APPLY 250 LBS. / ACRE OF 10-10-10 FERTILIZER AT TIME OF SEEDING.
LIME IS APPLIED AT 2,000 LBS. / ACRE.
METALLIC
LOCATING WIRE
(TYP FOR ALL
INSTALLATIONS)
DOWNSPOUT CONNECTION
N.T.S.
EX
TE
R
IO
R W
A
LL
GRADE
18" MIN.
DOWNSPOUT
CAST IRON DOWNSPOUT
SHOE WITH CLEANOUT.
INSTALL IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS.
45° BEND
CAST IRON TO
PVC ADAPTER
Full Scale Verification
0"
ANDREW S. KLEPAC
Lic. No. 048440
7/1/2026
2026-07-01
DATE:PROJECT NO:
VIRGINIA A&E, PLLC
1115 VISTA PARK DRIVE
FOREST, VIRGINIA 24551
PHONE: (434) 316-6001
Drawing No.:
ENGINEERING • SURVEYING • LAND DEVELOPMENT • ENVIRONMENTAL
GEOTECHNICAL • CONSTRUCTION TESTING & INSPECTION • CULTURAL RESOURCES
2524 LANGHORNE ROAD
LYNCHBURG VA 24501
HANDP.COM WEBSITE
434.847.7796 MAIN
434.847.0047 FAX
INSPIRED / RESPONSIVE / TRUSTED
SITE
VIRGINIA DEPARTMENT OF TRANSPORTATION
MONTVALE AREA HEADQUARTERS
PHASE III
EQUIPMENT STORAGE BUILDING
PROJECT CODE: 501-18130-080
MONTVALE, VIRGINIA 24100
SWPPP GENERAL INFORMATION SHEET
C5
Full Scale Verification
0"
ANDREW S. KLEPAC
Lic. No. 048440
7/1/2026
2026-07-01
DATE:PROJECT NO:
VIRGINIA A&E, PLLC
1115 VISTA PARK DRIVE
FOREST, VIRGINIA 24551
PHONE: (434) 316-6001
Drawing No.:
ENGINEERING • SURVEYING • LAND DEVELOPMENT • ENVIRONMENTAL
GEOTECHNICAL • CONSTRUCTION TESTING & INSPECTION • CULTURAL RESOURCES
2524 LANGHORNE ROAD
LYNCHBURG VA 24501
HANDP.COM WEBSITE
434.847.7796 MAIN
434.847.0047 FAX
INSPIRED / RESPONSIVE / TRUSTED
SITE
VIRGINIA DEPARTMENT OF TRANSPORTATION
MONTVALE AREA HEADQUARTERS
PHASE III
EQUIPMENT STORAGE BUILDING
PROJECT CODE: 501-18130-080
MONTVALE, VIRGINIA 24100
SWPPP GENERAL INFORMATION SHEET
C6
Full Scale Verification
0"
ANDREW S. KLEPAC
Lic. No. 048440
7/1/2026
2026-07-01
DATE:PROJECT NO:
VIRGINIA A&E, PLLC
1115 VISTA PARK DRIVE
FOREST, VIRGINIA 24551
PHONE: (434) 316-6001
Drawing No.:
ENGINEERING • SURVEYING • LAND DEVELOPMENT • ENVIRONMENTAL
GEOTECHNICAL • CONSTRUCTION TESTING & INSPECTION • CULTURAL RESOURCES
2524 LANGHORNE ROAD
LYNCHBURG VA 24501
HANDP.COM WEBSITE
434.847.7796 MAIN
434.847.0047 FAX
INSPIRED / RESPONSIVE / TRUSTED
SITE
VIRGINIA DEPARTMENT OF TRANSPORTATION
MONTVALE AREA HEADQUARTERS
PHASE III
EQUIPMENT STORAGE BUILDING
PROJECT CODE: 501-18130-080
MONTVALE, VIRGINIA 24100
SWPPP GENERAL INFORMATION SHEET
C7
Full Scale Verification
0"
ANDREW S. KLEPAC
Lic. No. 048440
7/1/2026
2026-07-01
DATE:PROJECT NO:
VIRGINIA A&E, PLLC
1115 VISTA PARK DRIVE
FOREST, VIRGINIA 24551
PHONE: (434) 316-6001
Drawing No.:
ENGINEERING • SURVEYING • LAND DEVELOPMENT • ENVIRONMENTAL
GEOTECHNICAL • CONSTRUCTION TESTING & INSPECTION • CULTURAL RESOURCES
2524 LANGHORNE ROAD
LYNCHBURG VA 24501
HANDP.COM WEBSITE
434.847.7796 MAIN
434.847.0047 FAX
INSPIRED / RESPONSIVE / TRUSTED
SITE
VIRGINIA DEPARTMENT OF TRANSPORTATION
MONTVALE AREA HEADQUARTERS
PHASE III
EQUIPMENT STORAGE BUILDING
PROJECT CODE: 501-18130-080
MONTVALE, VIRGINIA 24100
SWPPP GENERAL INFORMATION SHEET
C8
24100 2026-07-01
DATE:PROJECT NO:
VIRGINIA A&E, PLLC
1115 VISTA PARK DRIVE
FOREST, VIRGINIA 24551
PHONE: (434) 316-6001
Drawing No.:
1"
Full Scale Verification
0"
REVISIONS DATEBYNO.
VIRGINIA DEPARTMENT OF TRANSPORTATION
MONTVALE AREA HEADQUARTERS
PHASE III
EQUIPMENT STORAGE BUILDING
PROJECT CODE: 501-18130-080
MONTVALE, VIRGINIA SITE
BORING LOGS
1B1Lic. No. 060997
GLENN E. COOKE
07/01/2026
IFB # 161072
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VIRGINIA A&E, PLLC
1115 VISTA PARK DRIVE
FOREST, VIRGINIA 24551
PHONE: (434) 316-6001
Drawing No.:
1"
Full Scale Verification
0"
REVISIONS DATEBYNO.
VIRGINIA DEPARTMENT OF TRANSPORTATION
MONTVALE AREA HEADQUARTERS
PHASE III
EQUIPMENT STORAGE BUILDING
PROJECT CODE: 501-18130-080
MONTVALE, VIRGINIA SITE
BORING LOGS
1B2Lic. No. 060997
GLENN E. COOKE
07/01/2026
IFB # 161072
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
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