2026-04-28, EMS Station Bid Documents - DRAWINGS Final.pdf
PDF 35 MB Posted
- Attached to
- Invitation for Bids for Construction of Washington County C. Wayne Stevens, Jr. Public Safety Facility
- Solicitation number
- IFB-119574
- Issued by
- Stafford County, Glen Lyn Town, Virginia
About this file
This document comprises the bid drawings and construction specifications for the C. Wayne Stevens, Jr. Public Safety Facility, a new Emergency Medical Services (EMS) station being constructed by Washington County, Virginia in Glade Spring. The project entails design and construction of approximately 8,602 gross square feet of mixed-use facility comprising load-bearing concrete masonry construction with two pre-engineered metal building apparatus bays. The facility will accommodate a maximum occupancy of 122 persons and include operational spaces such as a 2-bay apparatus room, men's and women's bunkrooms, dayroom/training area, medical supply room, laundry facilities, office spaces, and accessory sleeping quarters. The project site is located at Lot 4 of the Highlands Business Park on Owens Drive in Glade Spring, Virginia. Key deliverables include complete sitework with utility installations (water, sewer, gas, electrical), architectural finishes, structural components, plumbing systems, mechanical HVAC systems, electrical infrastructure with solar and electric vehicle-ready capabilities, fire protection systems with automatic sprinklers and fire alarm, and site amenities including 25 parking spaces (one van accessible, one regular accessible, and three electric vehicle-ready spaces). The contract timeline requires 365 consecutive calendar days from Notice to Proceed for Substantial Completion, with liquidated damages of $200.00 per day for delays. An optional pre-bid meeting was scheduled for May 19, 2026 at 10:00 am in Abingdon, Virginia; written questions were due June 9, 2026 at 5:00 pm; and sealed bids were due June 16, 2026 at 2:00 pm Eastern Standard Time.
The base bid includes the core facility with concrete aprons at the restocking and maintenance bays, while Additive Bid Item #1 encompasses a roof structure, brick piers, screen walls, steel columns, roof panels, and trench drains for the two apparatus bays. The project is funded in whole or in part by the federal government through the USDA Rural Development Community Facilities Grant Program and is subject to Build America, Buy America Act (BABAA) requirements, mandating that all iron, steel, manufactured products, and construction materials be produced in the United States unless an approved waiver is obtained. Bidders must hold Class A Virginia contractor licensing, submit a 5% bid bond, provide 100% performance and payment bonds, obtain workers' compensation insurance, and comply with prevailing wage requirements under the Davis-Bacon Act. The construction must comply with the 2021 Virginia Construction Code, the Virginia Energy Conservation Code for Zone 4A, and 2010 ADA Standards for accessibility. No specific contract award value, budget range, set-asides for disadvantaged enterprises, or incumbent vendors are identified in the procurement documents; the County reserves the right to reject any or all bids and negotiate prices if the lowest responsive bid exceeds available funds.
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Date the
LANE
GROUP
engineering architecture environmental
Abingdon I Big Stone Gap I Galax
310 Valley Street N W Abingdon, VA 24210
276.206.8571 - office
COUNTY OF WASHINGTON, VIRGINIA
C. WAYNE STEVENS, JR. PUBLIC SAFETY FACILITY
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PROJECT DATA
AutoCAD SHX Text PROJECT C. WAYNE STEVENS, JR. PUBLIC SAFETY FACILITY HIGHLANDS BUSINESS PARK OWENS DRIVE GLADE SPRING, VIRGINIA 24340 OWNER / DEVELOPER COUNTY OF WASHINGTON, VIRGINIA DEPARTMENT OF EMERGENCY MANAGEMENT 1 GOVERNMENT CENTER PLACE, SUITE A ABINGDON, VIRGINIA 24210 OWNER CONTACT PERSON KEVIN HILL, GENERAL SERVICES DIRECTOR TELEPHONE NO.: 276-525-1355 EMAIL: khill@washcova.com DESIGNERS OF RECORD DISCIPLINE NAME LICENSE NO. TELEPHONE NO: NAME LICENSE NO. TELEPHONE NO: LICENSE NO. TELEPHONE NO: ARCHITECT MICHAEL WEAVER, AIA VA. 009031 276-206-8571 MICHAEL WEAVER, AIA VA. 009031 276-206-8571 VA. 009031 276-206-8571 CIVIL ENGR. MATTHEW LANE, P.E. VA. 034173 276-206-8571 VA. 034173 276-206-8571 276-206-8571 STRUCTURAL JOHN L. JACOBS, P.E. VA. 016810 423-787-7828 VA. 016810 423-787-7828 423-787-7828 PLUMBING DERWIN E. CARTMEL, P.E. VA. 031491 423-926-5991 VA. 031491 423-926-5991 HVAC DERWIN E. CARTMEL, P.E. VA. 031491 423-926-5991 VA. 031491 423-926-5991 SPRINKLER DERWIN E. CARTMEL, P.E. VA 031491 423-926-5991 VA 031491 423-926-5991 ELECTRICAL JOE W. RIGGS, P.E. VA 022741 423-926-5991 VA 022741 423-926-5991 FIRE ALARM JOE W. RIGGS, P.E. VA 022741 423-926-5991 VA 022741 423-926-5991
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%%UDRAWING INDEX
AutoCAD SHX Text 01-30-2026
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CHARLOTTESVILLE
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RICHMOND
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NORFOLK
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ROANOKE
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WYTHEVILLE
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BRISTOL
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SOUTH
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BOSTON
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LYNCHBURG
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FARMVILLE
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MARTINSVILLE
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WASHINGTON, D.C.
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TENNESSEE
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WEST VIRGINIA
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KENTUCKY
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MARYLAND
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AutoCAD SHX Text T100 TITLE SHEET, DRAWING INDEX, TITLE SHEET, DRAWING INDEX, AND LOCATION INFORMATION G100 PROJECT INFORMATION PROJECT INFORMATION G101 LIFE SAFETY PLAN LIFE SAFETY PLAN G102 SECURITY PLAN SECURITY PLAN CIVIL C101 SITE / GRADING PLAN SITE / GRADING PLAN C102 SIDEWALK / PARKING LAYOUT SIDEWALK / PARKING LAYOUT C103 SIDEWALK LAYOUT PLAN SIDEWALK LAYOUT PLAN C104 STORM DRAIN LAYOUT STORM DRAIN LAYOUT C105 GAS PIPING PLAN GAS PIPING PLAN C201 EROSION AND SEDIMENT CONTROL EROSION AND SEDIMENT CONTROL PLAN AND NOTES C202 EROSION AND SEDIMENT CONTROL EROSION AND SEDIMENT CONTROL DETAILS C401 ENLARGED SITE LAYOUTS ENLARGED SITE LAYOUTS C501 CONSTRUCTION DETAILS CONSTRUCTION DETAILS C502 CONCRETE SIDEWALK & CONCRETE SLAB DETAILS CONCRETE SIDEWALK & CONCRETE SLAB DETAILS C503 SITE AMENITY DETAILS SITE AMENITY DETAILS C504 RESTOCKING AND MAINTENANCE BAY CONCRETE DETAILS RESTOCKING AND MAINTENANCE BAY CONCRETE DETAILS LANDSCAPING L101 LANDSCAPE PLAN LANDSCAPE PLAN STRUCTURAL S101 FOUNDATION PLAN FOUNDATION PLAN S102 ROOF FRAMING PLAN ROOF FRAMING PLAN S201 NOTES AND SPECIAL INSPECTIONS NOTES AND SPECIAL INSPECTIONS S202 FOUNDATION DETAILS FOUNDATION DETAILS S203 STRUCTURAL DETAILS STRUCTURAL DETAILS ARCHITECTURE A101 FLOOR PLAN - PARTITION TYPES AND NOTATIONS FLOOR PLAN - PARTITION TYPES AND NOTATIONS A102 FLOOR PLAN - DIMENSIONS FLOOR PLAN - DIMENSIONS A103 ROOF PLAN ROOF PLAN A104 ROOF DETAILS ROOF DETAILS A105 REFLECTED CEILING PLAN REFLECTED CEILING PLAN A201 ELEVATIONS ELEVATIONS A301 BUILDING SECTION - SOUTH BUILDING SECTION - SOUTH A302 BUILDING SECTION - OFFICE AREA BUILDING SECTION - OFFICE AREA A303 BUILDING SECTION - NORTH BUILDING SECTION - NORTH A304 BUILDING SECTION - APPARATUS BAY (EAST TO WEST) BUILDING SECTION - APPARATUS BAY (EAST TO WEST) A305 BUILDING SECTION - APPARATUS BAY (NORTH TO SOUTH) BUILDING SECTION - APPARATUS BAY (NORTH TO SOUTH) A306 MAINTENANCE BAY SECTION & EAST ELEVATION MAINTENANCE BAY SECTION & EAST ELEVATION (ADDITIVE BID ITEM #1)
AutoCAD SHX Text COUNTY OF WASHINGTON, VIRGINIA C. WAYNE STEVENS, JR PUBLIC SAFETY FACILITY HIGHLANDS BUSINESS PARK OWENS DRIVE GLADE SPRING, VA 24340 TLG PROJECT NO. 2515
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LOCATION
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INFORMATION
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%%UGENERAL PROJECT INFORMATION
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HIGHLANDS BUSINESS PARK - OWENS DRIVE
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AutoCAD SHX Text A307 WALL SECTION WALL SECTION A308 WALL SECTION WALL SECTION A309 WALL DETAIL - OVERHEAD DOORS WALL DETAIL - OVERHEAD DOORS A401 SERVICE AREA - ENLARGED PLAN / INTERIOR ELEVATIONS SERVICE AREA - ENLARGED PLAN / INTERIOR ELEVATIONS A402 OFFICE AREA - ENLARGED PLAN / INTERIOR ELEVATIONS OFFICE AREA - ENLARGED PLAN / INTERIOR ELEVATIONS A403 BUNKROOM AREA - ENLARGED PLAN / INTERIOR ELEVATIONS BUNKROOM AREA - ENLARGED PLAN / INTERIOR ELEVATIONS A501 PARTITION AND WALL TYPES / MISCELLANEOUS DETAILS PARTITION AND WALL TYPES / MISCELLANEOUS DETAILS A601 DOOR SCHEDULE / GLAZING SCHEDULE DOOR SCHEDULE / GLAZING SCHEDULE A602 DOOR AND FRAME DETAILS DOOR AND FRAME DETAILS A603 WINDOW SCHEDULE / WINDOW DETAILS WINDOW SCHEDULE / WINDOW DETAILS A604 FINISH SCHEDULE / TOILET ACCESSORY SCHEDULE FINISH SCHEDULE / TOILET ACCESSORY SCHEDULE A605 SIGNAGE PLAN SIGNAGE PLAN A606 BUILDING IDENTIFICATION SIGN BUILDING IDENTIFICATION SIGN A701 FINISHES FLOOR PLAN FINISHES FLOOR PLAN MPE SPECIFICATIONS MPE101 MECHANICAL, PLUMBING AND ELECTRICAL SPECIFICATIONS MECHANICAL, PLUMBING AND ELECTRICAL SPECIFICATIONS MPE102 MECHANICAL, PLUMBING AND ELECTRICAL SPECIFICATIONS MECHANICAL, PLUMBING AND ELECTRICAL SPECIFICATIONS PLUMBING (SEE ALSO DRAWING C105). (SEE ALSO DRAWING C105). P101 SANITARY SEWER, AND VENT PIPING FLOOR PLAN SANITARY SEWER, AND VENT PIPING FLOOR PLAN P102 SANITARY SEWER, AND VENT PIPING FLOOR PLAN SANITARY SEWER, AND VENT PIPING FLOOR PLAN P201 DOMESTIC WATER PIPING PLAN DOMESTIC WATER PIPING PLAN P202 DOMESTIC WATER PIPING PLAN DOMESTIC WATER PIPING PLAN P301 PLUMBING SCHEDULE AND DETAILS PLUMBING SCHEDULE AND DETAILS P401 ROOF DRAIN PLAN ROOF DRAIN PLAN FIRE PROTECTION FP101 FIRE PROTECTION DESIGN INTENT FIRE PROTECTION DESIGN INTENT FP102 FIRE PROTECTION DESIGN INTENT FIRE PROTECTION DESIGN INTENT MECHANICAL M101 MECHANICAL FLOOR PLAN MECHANICAL FLOOR PLAN M201 MECHANICAL DETAILS MECHANICAL DETAILS ELECTRICAL (SEE ALSO DRAWING G102). (SEE ALSO DRAWING G102). E101 LIGHTING FLOOR PLAN LIGHTING FLOOR PLAN E102 POWER AND COMMUNICATIONS FLOOR PLAN POWER AND COMMUNICATIONS FLOOR PLAN E103 FIRE ALARM FLOOR PLAN FIRE ALARM FLOOR PLAN E104 SCHEDULES AND DETAILS SCHEDULES AND DETAILS E105 ELECTRICAL SITE PLANELECTRICAL SITE PLAN
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ARCHITECTURE
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MECHANICAL
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ELECTRICAL
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GLADE SPRING, VIRGINIA 24340
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ABINGDON
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GLADE SPRING
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PROJECT SITE HIGHLANDS BUSINESS PARK OWENS DRIVE GLADE SPRING,VIRGINIA
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STRUCTURAL
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CIVIL
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PROJECT SITE
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DRAWN BY CHECKED BY
THE LANE GROUP INC.
DATE:
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AutoCAD SHX Text & AND AND @ At the Rate of (refers to spacing) At the Rate of (refers to spacing) AB Anchor Bolt Anchor Bolt ABV Above Above ADJ Adjustable Adjustable AFF Above Finish Floor Above Finish Floor AHU Air Handling Unit Air Handling Unit ALT Alternative, Alternate Alternative, Alternate ALUM Aluminum Aluminum APPROX, ~ Approximately Approximately ARCH Architect, Architectural Architect, Architectural ASPH Asphalt Asphalt BD Board Board BLDG Building Building BLKG BLocking BLocking BLW Below Below BM Beam Beam BRK Brick Brick BTU British Thermal Unit British Thermal Unit BUR Built-up Roofing Built-up Roofing CFM Cubic Feet Per Minute (Air Flow) Cubic Feet Per Minute (Air Flow) CG Corner Guard Corner Guard C.I.P. Cast-In-Place Cast-In-Place CJ Control Joint Control Joint C Center Line Center Line CLO Closet Closet CLG Ceiling Ceiling CLR Clear Clear CMU Concrete Masonry Unit Concrete Masonry Unit CO Cleanout Cleanout C.H. Coat Hook Coat Hook COL Column Column CONC Concrete Concrete CONT Continuous Continuous CONTR Contractor Contractor CORR Corridor Corridor CPT Carpet Carpet C.S. Concrete Sealer, Concrete Stain Concrete Sealer, Concrete Stain C.T. Ceramic Tile Ceramic Tile CTB Ceramic Tile Base Ceramic Tile Base CTR Center Center CW Cold Water Cold Water DEMO Demolish, Demolition Demolish, Demolition DET Detail Detail DF Drinking Fountain Drinking Fountain DIA Diameter Diameter DIF Determine in Field Determine in Field DIFF Diffuser Diffuser DIM Dimension Dimension DISCH Discharge Discharge DN Down Down DO DItto DItto DR Door Door DI Drop Inlet Drop Inlet DRN Drain Drain DS Downspout Downspout DW Dishwater Dishwater DWG Drawing Drawing DWR Drawer Drawer E East East EA Each Each E.W. Exhaust Fan or Each Face Exhaust Fan or Each Face EUH Electric Unit Heater Electric Unit Heater EJ Expansion Joint Expansion Joint EL Elevation Elevation ELEC Electric, Electrical Electric, Electrical ELEV Elevator Elevator EMER Emergency Emergency ENGR Engineer Engineer EOS Edge of Slab Edge of Slab EP Epoxy Paint Epoxy Paint EQ Equal Equal EQUIP Equipment Equipment E.W. Each Way Each Way EWC Electric Water Cooler Electric Water Cooler EXH Exhaust Exhaust EXIST Existing Existing EXP Exposed Exposed EXT Exterior Exterior F Fahrenheit Fahrenheit FCU Fan Coil Unit Fan Coil Unit FD Fire Damper or Floor Drain Fire Damper or Floor Drain FE Fire Extinguisher Fire Extinguisher FEC Fire Extinguisher Cabinet Fire Extinguisher Cabinet FFE Finish Floor Elevation Finish Floor Elevation FF&E Finishes, Fixtures, & Equipment Finishes, Fixtures, & Equipment FHC Fire Hose Cabinet Fire Hose Cabinet FIN Finish, Finished Finish, Finished FLUOR Fluorescent Fluorescent FR From From FRGWB Fire-Rated Gypsum Wallboard Fire-Rated Gypsum Wallboard FT Feet Feet FTG. Footing Footing FURR Furring Furring GA Gauge Gauge GAL Gallon Gallon GALV Galvanized Galvanized G.B. Grab Bar Grab Bar G.C. General Contractor General Contractor GHM Galvanized Hollow Metal Galvanized Hollow Metal GPM Gallons Per Minute Gallons Per Minute GRV Gravity Roof Ventilator Gravity Roof Ventilator GWB Gypsum Wallboard Gypsum Wallboard HC Handicapped Handicapped HDW Hardware Hardware HDWD Hardwood Hardwood HM Hollow Metal Hollow Metal HORIZ. Horizontal Horizontal HP Horse Power / Heat Pump Horse Power / Heat Pump HR Handrail Handrail HT Height Height HTG Heating Heating HTR Heater Heater HVAC Heating / Ventilating / Air Cond. Heating / Ventilating / Air Cond. HW Hot Water Hot Water HWD Hardwood Hardwood IN Inches Inches INCL Included, Inclusive Included, Inclusive INSUL Insulation Insulation INT Interior Interior JAN Janitor Janitor JT JointJoint
AutoCAD SHX Text KIT Kitchen Kitchen KW Kilowatts Kilowatts L Length, Lintel Length, Lintel LAM Laminated Laminated LAV Lavatory Lavatory LBS Pounds Pounds LF Linear Feet Linear Feet LKR Locker Locker LT Light Light MAS Masonry Masonry MATL Material Material MAX Maximum Maximum MECH Mechanical Mechanical MFG Manufacturer Manufacturer MIN Minimum Minimum MIR Mirror Mirror MISC Miscellaneous Miscellaneous MO Masonry Opening Masonry Opening MRGWB Moisture Resistant Gypsum Wallboard Moisture Resistant Gypsum Wallboard MTD Mounted Mounted MTL Metal Metal MTR Motor Motor MUL Mullion Mullion N North North N/A Not Applicable Not Applicable NIC Not in Contract Not in Contract NO., # Number Number NOM. Nominal Nominal NR Non-Rated Non-Rated NRCA National Roofing Contractors Association National Roofing Contractors Association NTS Not to Scale Not to Scale OC On Center On Center O.H. Overhead Overhead O.H.E. Overhead Electric Overhead Electric OPNG Opening Opening OPP. Opposite Opposite OSB Oriented Strand Board Oriented Strand Board P Paint Paint PC Precast Precast PEMB Pre-Engineered Metal Bldg. Pre-Engineered Metal Bldg. PH Phase Phase PL Plate Plate PLAM Plastic Laminate Plastic Laminate PLAS Plaster Plaster PP Power Pole Power Pole PNL Panel Panel POLYISO. Polyisocyanurate Polyisocyanurate PROJ Projection, Project Projection, Project PRT Pre-cast Resilient Terrazzo Tile Pre-cast Resilient Terrazzo Tile PSI Pounds Per Square Inch Pounds Per Square Inch PT Porcelain Tile, Pressure Treated Porcelain Tile, Pressure Treated PTD Painted or Paper Towel Dispenser Painted or Paper Towel Dispenser PWD Plywood Plywood QT Quarry Tile Quarry Tile R Radius Radius RA Return Air Return Air RB Rubber Base, Resilient Base Rubber Base, Resilient Base RC Resilient Channel Resilient Channel RD Roof Drain Roof Drain REF Reference Reference REFRIG Refrigerator Refrigerator REINF Reinforced, Reinforcement Reinforced, Reinforcement REQD Required Required RET Return Return REV Revise / Revised Revise / Revised RM Room Room R.O.W. Right of Way Right of Way RO Rough Opening Rough Opening RPM Revolution Per Minutes Revolution Per Minutes RTU Roof Top Unit Roof Top Unit S South South SATC Suspended Acoustical Tile Ceiling Suspended Acoustical Tile Ceiling SCH Schedule Schedule SD Smoke Damper or Soap Dispenser Smoke Damper or Soap Dispenser SECT Section Section SF Square Foot (feet) Square Foot (feet) SHT Sheet Sheet SHT MTL Sheet Metal Sheet Metal SIM Similar Similar SPECS Specifications Specifications SQ Square Square SS, S/S Stainless Steel Stainless Steel STD Standard Standard STL Steel Steel STOR Storage Storage STRUCT Structure or Structural Structure or Structural SUSP Suspended Suspended SV Sheet VInyl Sheet VInyl T/ Top of Top of T/CONC Top of Concrete Top of Concrete T/STL Top of Steel Top of Steel T/W Top of Wall Top of Wall T&G Tongue and Groove Tongue and Groove TBD To Be Determined To Be Determined TEL Telephone Telephone TEMP Temperature Temperature TH Thermometer Thermometer THK Thick(ness) Thick(ness) T'HOLD Threshold Threshold TLT Toilet Toilet TPD Toilet Paper Dispenser Toilet Paper Dispenser TSTAT Thermostat Thermostat TV Television Television TYP Typical Typical UC Undercut Undercut UG Underground Underground UH Unit Heater Unit Heater UL Underwriters Laboratory Underwriters Laboratory UR Urinal Urinal V Volts Volts VA VIrginia VIrginia VAV Variable Air Volume Variable Air Volume VCT Vinyl Composition TIle Vinyl Composition TIle VERT Vertical Vertical VEST Vestibule Vestibule VHDA Virginia Housing Development Authority Virginia Housing Development Authority VIF Verify in Field Verify in Field VOL Volume Volume VT VIrginia Tech (Go Hokies!) VIrginia Tech (Go Hokies!) VTR Vent Thru Roof Vent Thru Roof VWC Vinyl Wall CoveringVinyl Wall Covering
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ABBREVIATIONS
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CODES & ORDINANCES
AutoCAD SHX Text 2021 - VIRGINIA CONSTRUCTION CODE (VIRGINIA UNIFORM STATEWIDE BUILDING CODE) 2021 - VIRGINIA EXISTING BUILDING CODE 2021 - VIRGINIA ENERGY CONSERVATION CODE 2021 - VIRGINIA PLUMBING CODE 2021 - VIRGINIA MECHANICAL CODE 2020 - NATIONAL ELECTRICAL CODE 2010 - ADA STANDARDS FOR ACCESSIBLE DESIGN
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USE AND OCCUPANCY
AutoCAD SHX Text MIXED USE OCCUPANCY 1,666.41 GSF - OCCUPANCY TYPE S-1 2,870.09 GSF - OCCUPANCY TYPE S-2 2,517.29 GSF - OCCUPANCY TYPE B / CONCENTRATED LOAD 1,546.96 GSF - OCCUPANCY TYPE B / ACCESSORY SLEEPING QUARTERS
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TOTAL OCCUPANT LOAD
AutoCAD SHX Text 5 OCCUPANTS - OCCUPANCY TYPE S-1 9 OCCUPANTS - OCCUPANCY TYPE S-2 (57 OCCUPANTS - OCCUPANCY TYPE S-2 WHEN CONVERTED TO OCCUPANCY TYPE B FOR EMERGENCY OPERATIONS CENTER USE) 50 OCCUPANTS - BUSINESS OCCUPANCY / CONCENTRATED LOAD 10 OCCUPANTS - BUSINESS OCCUPANCY / ACCESSORY SLEEPING QUARTERS 122 MAXIMUM OCCUPANCY PER CODE. 40 OCCUPANTS MAXIMUM EXPECTED.
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CONSTRUCTION TYPE
AutoCAD SHX Text TYPE III (VCC SECTION 602.3) (EXTERIOR WALLS OF NONCOMBUSTIBLE MATERIALS AND THE INTERIOR BUILDING ELEMENTS OF ANY MATERIAL PERMITTED BY CODE).
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FIRE PROTECTION
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AN AUTOMATIC SPRINKLER SYSTEM IS PROVIDED. A FIRE ALARM SYSTEM IS PROVIDED.
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BUILDING HEIGHT / AREA
AutoCAD SHX Text 1 STORY ACTUAL / 6 STORIES ALLOWED BY CODE. 8,600.75 GROSS SQUARE FEET ACTUAL / 114,000 ALLOWED BY CODE. AREA INCREASE NOT REQUIRED.
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TABULATION OF PLUMBING FIXTURES.
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ACOUSTICAL TILE
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BATT INSULATION
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CARPET
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CAST STONE
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CERAMIC TILE
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CMU
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CONCRETE
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EARTH
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FACE BRICK
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FOAM INSULATION
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GLASS BLOCK
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GRAVEL
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MARBLE
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STEEL
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STONE
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STRUCTURAL STEEL
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PLYWOOD
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RIGID INSULATION
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TERRAZZO
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WOOD FINISH
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WOOD BLOCKING
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WOOD ROUGH FRAMING
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IDENTIFICATION
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DWG IDENTIFICATION
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REVISION TAG
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DETAIL AREA
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ROOM
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BREAK LINE
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PARTITION TYPE TAG
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SPOT ELEVATION
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WINDOW TAG
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DOOR TAG
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PROJECT NORTH
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INTERIOR ELEVATIONS
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EXTERIOR ELEVATIONS
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DETAIL TAG
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NORTH
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ROOM
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NAME
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DETAIL
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SCALE
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ELEVATION DESIGNATION
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MISC. PROJECT NOTES
AutoCAD SHX Text THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL WORK REQUIRED FOR THE SUCCESSFUL COMPLETION OF THE PROJECT. ALL WORK LISTED, SHOWN, OR IMPLIED ON THE CONSTRUCTION DOCUMENTS SHALL BE PROVIDED BY THE CONTRACTOR TO THE EXTENT IT IS REASONABLE TO INFER THE WORK NECESSARY TO PRODUCE THE INTENDED RESULT. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PERMITS, WORK, AND MATERIALS IN ACCORDANCE WITH ALL CODES, ORDINANCES, AND REGULATIONS APPLICABLE AT THE PROJECT LOCATION. USE OF THE WORD "PROVIDED" IN CONNECTION WITH ANY ITEM SHOWN SHALL MEAN FURNISHED, INSTALLED, AND CONNECTED, UNLESS NOTED OTHERWISE. THESE DRAWINGS ARE INTENDED TO PROVIDE SUFFICIENT INFORMATION TO OBTAIN A BUILDING PERMIT AND TO CONVEY GENERAL DESIGN INTENT TO THE CONTRACTOR. ADDITIONAL TECHNICAL ADVICE AND DETAILING MAY BE REQUIRED FOR SUCCESSFUL COMPLETION OF THIS PROJECT AND IS THE CONTRACTOR'S RESPONSIBILITY. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT ALL WORK IS BUILDABLE, AS INDICATED, BEFORE PROCEEDING WITH CONSTRUCTION OR THE FABRICATION OF ANY ITEM TO BE INSTALLED IN THE PROJECT. DO NOT SCALE DRAWINGS! USE ONLY THE DIMENSIONS INDICATED ON THE DRAWINGS. IF DIMENSIONS ON THE DRAWINGS ARE AT VARIANCE WITH ACTUAL CONDITIONS, SUCH THAT WORK CANNOT PROCEED AS INDICATED, REQUEST CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION AND / OR FABRICATION OF ANY ITEM SCHEDULED FOR INSTALLATION. CONTRACTOR IS RESPONSIBLE FOR THE MEANS, METHODS, AND TECHNIQUES OF CONSTRUCTION, SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, AND FOR THE ACTS OR OMISSIONS OF SUBCONTRACTORS. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDED SPECIFICATIONS. UNLESS NOTED OTHERWISE, DIMENSIONS ARE FACE TO FACE OF METAL STUDS OR FACE TO FACE OF CMU. EXTERIOR DIMENSIONS ARE FACE TO FACE OF FINISHED MATERIAL (i.e., FACE OF CONCRETE, FACE OF MASONRY, ETC.). FACE OF CONCRETE, FACE OF MASONRY, ETC.). ELEVATIONS AND LEVELS ARE SHOWN TO TOP OF FINISHED HARD SURFACES (i.e., TOP OF CONCRETE FLOOR SLAB, ETC.). THIN-SET FINISH MATERIALS, SUCH AS CERAMIC TILE, ETC. ARE IN ADDITION TO THE DIMENSION INDICATED. ALL VERTICAL PIPING SHALL BE FURRED AND FINISHED TO MATCH ADJACENT WALLS. EXCEPTIONS ARE IN MECHANICAL / ELECTRICAL ROOMS WHERE PIPING MAY REMAIN EXPOSED. ALL ELECTRICAL CONDUITS SHALL BE CONCEALED WITHIN CMU WALLS. NO VISIBLE CONDUITS ARE PERMITTED, EXCEPT WITHIN THE ELECTRICAL ROOM. CEILING ACCESS PANELS SHALL BE PROVIDED IN OTHERWISE NON-ACCESSIBLE CEILINGS BELOW THE FOLLOWING MECHANICAL AND PLUMBING DEVICES: A. VALVES VALVES B. FLOW MEASURING DEVICES FLOW MEASURING DEVICES C. MIXING BOXES MIXING BOXES D. POWER OPERATED DAMPERS POWER OPERATED DAMPERS E. ACCESS PANELS IN DUCTWORK ACCESS PANELS IN DUCTWORK F. VOLUME AND BALANCING DEVICES VOLUME AND BALANCING DEVICES G. WATER FLOW SWITCHES WATER FLOW SWITCHES H. SPRINKLER SYSTEM DRAINS AND TEST CONNECTIONS SPRINKLER SYSTEM DRAINS AND TEST CONNECTIONS I. PRESSURE SWITCHES PRESSURE SWITCHES ITEMS MARKED "NIC" ARE NOT-IN-CONTRACT. THESE ITEMS ARE INCLUDED IN THE CONTRACT DOCUMENTS FOR REFERENCE AND MAY REQUIRE CONTRACTOR COORDINATION FOR CONSTRUCTION. DETAILS MARKED "TYPICAL" OR "TYP." SHALL APPLY IN ALL CASES, UNLESS OTHERWISE NOTED. DETAILS MARKED "SIMILAR" OR "SIM." SHALL HAVE COMPARABLE CONDITIONS TO THAT INDICATGED. CONTRACTOR SHALL CLEAN UP CONSTRUCTION DEBRIS ON A DAILY BASIS. CONSTRUCTION DEBRIS SHALL BE STORED IN A DUMPSTER OR OTHER SUITABLE CONTAINER THAT WILL FACILITATE LEGAL DISPOSAL.
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OF ACCESSIBILITY
AutoCAD SHX Text W West, Width West, Width W/ With With W/0 Without Without WC Water Closet Water Closet WD Wood Wood WH Water Heater Water Heater WT Weight Weight WTR Water Water WWF Welded Wire FabricWelded Wire Fabric
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DEMOLITION KEY
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NEW WORK KEY
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NOTE LETTER
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HIGH PERFORMANCE BUILDING ACT
AutoCAD SHX Text THIS BUILDING IS GREATER THAN 5,000 GROSS SQUARE FEET AND, THEREFORE, MUST MEET THE DESIGN REQUIREMENTS OF HB2001, VIRGINIA HIGH PERFORMANCE BUILDING ACT.
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INTERIOR FINISHES
AutoCAD SHX Text FLAME SPREAD RATING SHALL BE IN ACCORDANCE WITH ASTM E84 AND GROUPED IN THE FOLLOWING CLASSES: CLASS A: FLAME SPREAD 0-25, SMOKE-DEVELOPED 0-450. CLASS B: FLAME SPREAD 26-75, SMOKE-DEVELOPED 0-450. CLASS C: FLAME SPREAD 76-200, SMOKE-DEVELOPED 0-450. THE RATINGS FOR THIS PRIMARILY GROUP "B" OCCUPANCY SHALL BE IN ACCORDANCE WITH THE "SPRINKLERED" PORTION OF THE VIRGINIA CONSTRUCTION CODE, TABLE 803.13, INTERIOR WALL , TABLE 803.13, INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY. EXIT ENCLOSURES AND PASSAGEWAYS: B CORRIDORS: C ROOMS AND ENCLOSED SPACES: C
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ENERGY CONSERVATION
AutoCAD SHX Text PER THE VIRGINIA ENERGY CONSERVATION CODE, CHAPTER 3, VIRGINIA ENERGY CONSERVATION CODE, CHAPTER 3, , CHAPTER 3, SECTION 301, "CLIMATE ZONES", THIS PROJECT SITE FALLS WITHIN ZONE 4A. IN ACCORDANCE WITH THE VIRGINIA ENERGY CONSERVATION CODE, VIRGINIA ENERGY CONSERVATION CODE, , CHAPTER 4, TABLE C402.1.3, , "OPAQUE THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS, R-VALUE METHOD", AND TABLE 402.1.4, "OPAQUE THERMAL ENVELOPE ASSEMBLY MAXIMUM REQUIREMENTS, U-FACTOR METHOD", THE FOLLOWING MINIMUM INSULATION REQUIREMENTS APPLY TO ZONE 5A:
AutoCAD SHX Text MAXIMUM OCCUPANCY 122 PERSONS - 61 MEN AND 61 WOMEN 3 WATER CLOSETS REQUIRED / 5 PROVIDED. 3 LAVATORIES REQUIRED / 5 PROVIDED. 1 HIGH / LOW DRINKING FOUNTAIN REQUIRED / 2 PROVIDED. 1 SERVICE SINK REQUIRED / 1 PROVIDED.
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TABULATION OF PARKING SPACES.
AutoCAD SHX Text A TOTAL OF 25 PARKING SPACES ARE PROVIDED, INCLUDING ONE (1) VAN ACCESSIBLE PARKING SPACE, ONE (1) REGULAR ACCESSIBLE PARKING SPACE, AND THREE (3) ELECTRIC VEHICLE READY PARKING SPACES.
AutoCAD SHX Text ABOVE DECK ROOF INSULATION: R-30, CONTINUOUS R-30, CONTINUOUS WALLS AND ABOVE GRADE INSULATION: R-20 R-20 UNHEATED SLABS ON GRADE: R-10 FOR 24" BELOW GRADE R-10 FOR 24" BELOW GRADE SECTIONAL OVERHEAD DOORS U-0.13 U-0.13 SWINGING OPAQUE DOORS: U-0.37 U-0.37 SWINGING ENTRANCE DOORS: U-0.30 U-0.30 WINDOWS (FIXED) U-0.22 U-0.22 WINDOWS (OPERABLE) U-0.30 U-0.30 FENESTRATION SHGC 0.40 0.40 FENESTRATION % OF EXTERIOR WALL 20% 20%
ENERGY CONSERVATION
VITREOUS CHINALAVATORYGREENWICHK-2032
VITREOUS CHINALAVATORYGREENWICHK-2032VITREOUS CHINALAVATORYGREENWICHK-2032
LIFE SAFETY PLAN LEGEND
DATE: DATE: DATE:
0 4' 8' 16'
SHEET:
NO. REVISION DATE
DRAWN BY CHECKED BY
THE LANE GROUP INC.
PROJECT NO.
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STORAGE
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(TOOLS, TIRES, ETC.)
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OXY
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TANKS
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DECON
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DOUBLE-DEEP
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2-BAY APPARATUS ROOM
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ELECTRICAL /
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DAYROOM / TRAINING
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MEN'S BUNKROOM
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WOMEN'S BUNKROOM
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MEDICAL
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SUPPLY
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OFFICE
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VESTIBULE
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I.T. ROOM
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STORAGE
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CLOSET
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CORRIDOR
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STORAGE
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LAUNDRY
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CLOSET
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CLOSET
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TOILET
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ESTCODE
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ESTCODE
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SPRINKLER
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CORRIDOR
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MEN
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VESTIBULE
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WOMEN
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GEAR
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CLOSET
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2-HOUR FIRE-RATED WALLS AT OXY TANK ROOM PERIMETER, U. L. DES. NO. U905.
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AutoCAD SHX Text OCCUPANCY TYPE S-1, MODERATE HAZARD ACCESSORY STORAGE / 1666.41 G.S.F. 300 S.F. PER OCCUPANT = 5 OCCUPANTS
AutoCAD SHX Text OCCUPANCY TYPE S-2, LOW-HAZARD STORAGE (PARKING GARAGE) / 2870.09 G.S.F. 300 S.F. PER OCCUPANT = 9 OCCUPANTS
AutoCAD SHX Text OCCUPANCY TYPE B, BUSINESS WITH CONCENTRATED LOAD / 2517.29 G.S.F. 50 S.F. PER OCCUPANT = 50 OCCUPANTS
AutoCAD SHX Text OCCUPANCY TYPE B, BUSINESS OCCUPANCY, ACCESSORY SLEEPING QUARTERS / 1546.96 G.S.F. 150 S.F. PER OCCUPANT = 10 OCCUPANTS
AutoCAD SHX Text 1-HOUR FIRE-RATED SEPARATION WALL BETWEEN OCCUPANCY TYPES S-1 AND S-2, U. L. DES. NO. U905, SIMILAR.
AutoCAD SHX Text 1-HOUR FIRE-RATED SEPARATION WALL BETWEEN OCCUPANCY TYPES S-2 AND B (MAIN BUSINESS OCCUPANCY), U. L. DES. NO. U905, SIMILAR.
AutoCAD SHX Text 1-HOUR FIRE-RATED SEPARATION WALL BETWEEN OCCUPANCY TYPE B, (MAIN BUSINESS OCCUPANCY), AND B, (ACCESSORY SLEEPING QUARTERS), U. L. DESIGN NUMBERS U905 AND U419.
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151.47 N.S.F. 300/1
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51.79 N.S.F. 50/1
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101.04 N.S.F. 50/2
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105.38 N.S.F. 300/1
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256.11 N.S.F. 300/1
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137.58 N.S.F. 300/1
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112.39 NS.F. 50/2
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55.33 N.S.F. 50/1
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75.11 N.S.F. 300/1
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177.95 N.S.F. 50/4
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TOILET
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105.03 N.S.F. 300/1
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90.45 N. S.F. 50/1
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218.00 S.F. 50/4
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137.02 N.S.F. 150/1
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85.22 N.S.F. 150/1
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472.20 N.S.F. 150/3
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472.20 N.S.F. 150/3
AutoCAD SHX Text NOTE: THE APPARATUS ROOM MAY BE USED AS AN EMERGENCY OPERATIONS CENTER. IN THAT EVENT, THE OCCUPANCY SHALL BE BUSINESS OCCUPANCY (CONCENTRATED USE) AND SHALL BE COMPUTED AS 50 S.F. PER OCCUPANT = 57 OCCUPANTS.
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FACP
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AT EGRESS DOORS
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EGRESS WIDTH PROVIDED (EXISTING CAPACITY)
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EGRESS WIDTH REQUIRED
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CUMULATIVE OCCUPANT LOAD
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ROOM NAME
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CONFERENCE ROOM
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ROOM NUMBER
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NUMBER OF OCCUPANTS IN ROOM
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AREA FACTOR PER OCCUPANT
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FIRE EXTINGUISHER (BRACKET MOUNTED)
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FIRE EXTINGUISHER CABINET
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APPROXIMATE EGRESS PATH
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LONGEST EGRESS PATH
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SCALE: 1/8" = 1'-0"
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NORTH
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LIFE SAFETY PLAN
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LIFE SAFETY PLAN NOTES
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1. REFER TO DRAWING G100, "PROJECT INFORMATION", FOR CODE SUMMARY. REFER TO DRAWING G100, "PROJECT INFORMATION", FOR CODE SUMMARY. 2. FIRE EXTINGUISHERS SHALL BE PROVIDED BY THE CONTRACTOR. TRAVEL DISTANCE BETWEEN FIRE EXTINGUISHERS SHALL BE PROVIDED BY THE CONTRACTOR. TRAVEL DISTANCE BETWEEN EXTINGUISHERS SHALL NOT EXCEED 75'-0". SEE FIRE EXTINGUISHER NOTES ON THIS SHEET. 3. THIS BUILDING IS FULLY SPRINKLERED. LONGEST TRAVEL ROUTE ALLOWED BY CODE IS 300'-0" IN THE THIS BUILDING IS FULLY SPRINKLERED. LONGEST TRAVEL ROUTE ALLOWED BY CODE IS 300'-0" IN THE BUSINESS OCCUPANCY PORTION OF THE BUILDING, 250'-0" IN THE S-1 PORTION, AND 400'-0" IN THE S-2 PORTION, PER VCC TABLE 1017.2, "EXIT ACCESS TRAVEL DISTANCE." LONGEST TRAVEL ROUTE IN THIS VCC TABLE 1017.2, "EXIT ACCESS TRAVEL DISTANCE." LONGEST TRAVEL ROUTE IN THIS TABLE 1017.2, "EXIT ACCESS TRAVEL DISTANCE." LONGEST TRAVEL ROUTE IN THIS BUILDING IS 70'-4" (+/-). 4. ELECTRICAL / I.T. ROOM, STORAGE ROOMS, AND ACCESSORY SPACES ARE COMPUTED AT 300 SQUARE ELECTRICAL / I.T. ROOM, STORAGE ROOMS, AND ACCESSORY SPACES ARE COMPUTED AT 300 SQUARE FEET PER OCCUPANT. 5. PER VCC PARAGRAPH 1005.3.2, EGRESS DOORS SHALL HAVE A CAPACITY OF 0.2 INCH PER PERSON. PER VCC PARAGRAPH 1005.3.2, EGRESS DOORS SHALL HAVE A CAPACITY OF 0.2 INCH PER PERSON. VCC PARAGRAPH 1005.3.2, EGRESS DOORS SHALL HAVE A CAPACITY OF 0.2 INCH PER PERSON. PARAGRAPH 1005.3.2, EGRESS DOORS SHALL HAVE A CAPACITY OF 0.2 INCH PER PERSON. 6. LOSS OF ANY EGRESS DOOR DOES NOT REDUCE THE OVERALL EGRESS CAPACITY BY MORE THAN 50%.LOSS OF ANY EGRESS DOOR DOES NOT REDUCE THE OVERALL EGRESS CAPACITY BY MORE THAN 50%.
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FIRE EXTINGUISHER NOTES
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1. THE FIRE EXTINGUISHER IN ELECTRICAL / I.T. ROOM # 110 SHALL BE A CLEAN AGENT OR CARBON THE FIRE EXTINGUISHER IN ELECTRICAL / I.T. ROOM # 110 SHALL BE A CLEAN AGENT OR CARBON DIOXIDE TYPE EXTINGUISHER. BASIS OF DESIGN EXTINGUISHER SHALL BE LARSEN MP20 DRY CHEMICAL LARSEN MP20 DRY CHEMICAL MP20 DRY CHEMICAL TYPE OR ARCHITECT APPROVED EQUAL. 2. ALL OTHER FIRE EXTINGUISHERS SHALL BE ABC DRY CHEMICAL TYPE, 20 LBS. ALL OTHER FIRE EXTINGUISHERS SHALL BE ABC DRY CHEMICAL TYPE, 20 LBS. 3. BASIS OF DESIGN FOR FIRE EXTINGUISHER CABINETS (FEC) SHALL BE MODEL #2712-RA SEMI-RECESSED BASIS OF DESIGN FOR FIRE EXTINGUISHER CABINETS (FEC) SHALL BE MODEL #2712-RA SEMI-RECESSED CABINET, WITH ADA COMPLAINT HANDLE, AS MANUFACTURED BY LARSEN'S MANUFACTURING COMPANY. LARSEN'S MANUFACTURING COMPANY. . FIRE EXTINGUISHER CABINETS ARE LOCATED IN ROOMS DAYROOM / TRAINING ROOM #101 AND BUNKROOMS # 103 AND 104. ALL OTHER EXTINGUISHERS SHALL BE BRACKET HUNG.
8602.84 GROSS SQUARE FEET
DATE: DATE: DATE: DATE:
0 4' 8' 16'
SHEET:
NO. REVISION DATE
DRAWN BY CHECKED BY
THE LANE GROUP INC.
PROJECT NO.
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01-30-2026
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G102
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ELECTRICAL /
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I.T. ROOM
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ESTCODE
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ESTCODE
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PROVIDE CARD SWIPE IN STOREFRONT MULLION.
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PROVIDE CARD SWIPE IN STOREFRONT MULLION.
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MOUNT CAMERA TO PEMB STRUCTURE, ABOVE, AT ADDITIVE BID ITEM #1.
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MOUNT CAMERA TO PEMB STRUCTURE, ABOVE, AT ADDITIVE BID ITEM #1.
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MH
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MH
AutoCAD SHX Text DEVICES INDICATED ON THIS PLAN ARE: C CAMERA AND C CAMERA AND CAMERA AND CARD SWIPE ENTRY DEVICE. THE CAMERAS AND CARD SWIPE DEVICES SHALL BE PROVIDED BY TELE-OPTICS AND INSTALLED BY THEM UNDER A SEPARATE CONTRACT. CONTACT IS MR. MARK COUNTS. PHONE: (276) 356-3694. EMAIL: MCOUNTS@TELE-OPTICS.COM. GENERAL CONTRACTOR SHALL COORDINATE THE LOCATION OF SINGLE GANG BOXES FOR CAMERAS WITH TELE-OPTICS. THIS REFERS TO THE HEIGHT OF THE BOX ABOVE THE CONCRETE FLOOR SLAB. CONTRACTOR SHALL PROVIDE A SINGLE GANG BOX AT EACH DEVICE LOCATION. BOXES FOR CARD SWIPES SHALL BE MOUNTED 48" ABOVE THE TOP OF THE CONCRETE FLOOR SLAB TO THE BOX CENTERLINE, VERTICALLY, AND 4-6 INCHES FROM THE DOOR FRAME STRIKE JAMB HORIZONTALLY. CONTRACTOR SHALL ALSO PROVIDE AN EMPTY 3/4" DIAMETER CONDUIT, WITH APPROPRIATE PULL STRING, FROM ALL DEVICE LOCATIONS TO 6-INCHES ABOVE THE CEILING. THE OWNER'S CONTRACTOR (TELE-OPTICS) SHALL INSTALL CABLING FROM THE CONTRACTOR PROVIDED SINGLE GANG BOXES BACK TO THE ELECTRICAL / I.T. ROOM #110. ALL CONDUITS SHALL BE CONCEALED WITHIN THE ADJACENT WALLS. CONTRACTOR IS RESPONSIBLE FOR COORDINATION AMONG TRADES SUCH THAT NO CONDUIT IS VISIBLE, EXCEPT ABOVE THE CMU WALLS IN THE APPARATUS ROOM AND IN THE ELECTRICAL / I.T. ROOM #110. CONDUITS TO ACCESS CAMERAS LOCATED BELOW THE METAL ENTRANCE AWNINGS MAY ALSO HAVE EXPOSED CONDUITS FROM THE EXTERIOR FACE OF THE CMU TO THE CAMERA LOCATION. CONTRACTOR SHALL PAINT CONDUIT TO MATCH THE METAL AWNING COLOR.
AutoCAD SHX Text
SECURITY FLOOR PLAN
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
NORTH
SECURITY FLOOR PLAN NOTES & LEGEND
LE
N=
.9
7'
SL
O
PE
=1 .0
4%
DI
A=
LEN=135.49'
SLOPE=1.18%
DIA=15"
LEN=30.82'
SLOPE=0.97%
DIA=18"
PROP. WET POND
BOTTOM ELEV: 2061.00
PROP. FOREBAY
BOTTOM ELEV: 2062.00
PROP. VDOT CG-2 CURB (TYP.)
PROP. VDOT CG-6
CURB & GUTTER (TYP.)
VDOT RIGHT-OF-WAY
FFE: 2076.70
2076.98 TC
2076.48 BC
LE
N
=1
.6 5'
SL
O
PE
=0
.9 5%
D
IA
=1 5"
PROP. SAN SEWER MANHOLE
RIM: 1973.50
INV IN: 1969.91
INV OUT: 1969.81
PROP. SAN SEWER MANHOLE
RIM: 2074.52
INV IN: 2067.65 (N)
INV IN: 2067.55 (E)
INV OUT: 2067.55
CONNECT TO EX. WATERLINE
PROP. 93 LF 8" SEWER
@ 1.40% SLOPE
PROP. 161 LF 8" SEWER
@ 1.40% SLOPE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
PROP. SAN SEWER MANHOLE
RIM: 1975.8
INV IN: 1971.10
INV OUT: 1971.20
LEN=94.73'
SLO
PE=1.00%
DIA=15"
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AT VDOT ROW
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15-FOOT
AQUATIC BENCH
6-WIDE V-SHAPE DITCH
3:1 SIDE WLOPES
6 6
6 6
206820
2063.50
STRUCTURE 100-3
PROP. VDOT DI-3A
STA:1+90.70
RIM:2074.80
INV IN:2070.10
INV OUT:2070.00
STRUCTURE 100-4
PROP. VDOT DI-3A
STA:3+26.19
RIM:2074.00
INV IN:2068.40
INV IN:2068.40
INV OUT:2068.30
STRUCTURE 100-5
PROP. VDOT HW-1
STA:3+57.01
INV IN:2068.00
STRUCTURE 100-1
PROP. VDOT DI-3A
STA:0+00.00
RIM:2075.40
INV OUT:2072.15
STRUCTURE 100-2
PROP. VDOT DI-3A
STA:0+94.73
RIM:2076.20
INV IN:2071.20
INV OUT:2071.10
SHEET:
DATE:
NO. REVISION DATE
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11.19.202501.30.2026
DATE: DATE:
0 8' 16' 24'
SHEET:
NO. REVISION DATE
DRAWN BY CHECKED BY
THE LANE GROUP INC.
PROJECT NO.
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AutoCAD SHX Text 60'-0"
AutoCAD SHX Text 74'-8"
AutoCAD SHX Text
6 SPACES @ 9'-0" = 54'-0"
AutoCAD SHX Text 54'-3"
AutoCAD SHX Text 10'-5"
AutoCAD SHX Text
10 SPACES @ 9'-0" = 90'-0"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 24'-0"
AutoCAD SHX Text 18'-0"
AutoCAD SHX Text 24'-0"
AutoCAD SHX Text 11'-4"
AutoCAD SHX Text 18'-0"
AutoCAD SHX Text 27'-3"
AutoCAD SHX Text 51'-5 "12"
AutoCAD SHX Text 54'-6" (+/-)
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 18'-0"
AutoCAD SHX Text 18'-0"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 18'-0"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 18'-0"
AutoCAD SHX Text 46'-0"
AutoCAD SHX Text
9 SPACES @ 10'-0" WIDE EACH = 90'-0"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 10'-0"
AutoCAD SHX Text
VDOT CG-6 CURB & GUTTER, TYP.
AutoCAD SHX Text
CURB INLET AND CATCH BASIN.
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 17'-6" (+/-)
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 48'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text
VDOT CG-6 CURB & GUTTER, TYP.
AutoCAD SHX Text
GENERATOR
AutoCAD SHX Text
UTILILTY TRANSFORMER
AutoCAD SHX Text 15'-0"
AutoCAD SHX Text 40'-0"
AutoCAD SHX Text
CURB INLET AND CATCH BASIN.
AutoCAD SHX Text
CENTERLINE VEHICLE BAYS
AutoCAD SHX Text
CENTERLINE SITE ENTRANCE
AutoCAD SHX Text
ESTCODE
AutoCAD SHX Text
ESTCODE
AutoCAD SHX Text OIL / WATER SEPARATORS BENEATH CONC. APRON & SIDEWALK. CAREFULLY COORDINATE LOCATION SUCH THAT LIDS ARE CENTERED ON SIDEWALK AND FLUSH WITH TOP OF CONCRETE.
AutoCAD SHX Text
25' HIGH CLEAR ANODIZED ALUMINUM FLAG POLE.
AutoCAD SHX Text
12" WIDE X 40' LONG TRENCH DRAINS. CENTERED FRONT TO BACK.
AutoCAD SHX Text
EDGE OF ASPHALT PAVEMENT. SEE DRAWING C101.
AutoCAD SHX Text 27'-0"
AutoCAD SHX Text 54'-3"
AutoCAD SHX Text 24'-0"
AutoCAD SHX Text 12'-0"
AutoCAD SHX Text 24'-0"
AutoCAD SHX Text 36'-0"
AutoCAD SHX Text
6 SPACES @ 6'-0" = 36'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text
7 SPACES @ 6'-0" = 42'-0"
AutoCAD SHX Text
16 SPACES @ 6'-0" = 96'-0"
AutoCAD SHX Text 24'-0"
AutoCAD SHX Text 26'-0"
AutoCAD SHX Text 146'-3"
AutoCAD SHX Text 24'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 11'-4"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 11'-4"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text
12" WIDE X 10' LONG TRENCH DRAINS, CENTERED.
AutoCAD SHX Text 20'-0"
AutoCAD SHX Text 20'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 24'-0"
AutoCAD SHX Text
3 SP. @ 6'-0" = 18'-0"
AutoCAD SHX Text
3 SP. @ 6'-0" = 18'-0"
AutoCAD SHX Text A
AutoCAD SHX Text C401
AutoCAD SHX Text 5'-4"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 18'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 18'-0"
AutoCAD SHX Text
VDOT CG-6 CURB & GUTTER, TYP.
AutoCAD SHX Text
ASPHALT PAVEMENT, TYP.
AutoCAD SHX Text
ASPHALT PAVEMENT, TYP.
AutoCAD SHX Text 18'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 11'-4"
AutoCAD SHX Text
DOWN
AutoCAD SHX Text
DOWN
AutoCAD SHX Text
DOWN
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text
VDOT CG-6 CURB & GUTTER, TYP.
AutoCAD SHX Text
VDOT CG-2.
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 16'-0"
AutoCAD SHX Text 16'-0"
AutoCAD SHX Text 22'-0"
AutoCAD SHX Text 22'-0"
AutoCAD SHX Text 22'-0"
AutoCAD SHX Text 32'-0"
AutoCAD SHX Text 16'-0"
AutoCAD SHX Text NOTE: THE TWO 22'-0" WIDE X 30'-0" DEEP RESTOCKING AND MAINTENANCE BAYS ARE BASE BID. BASE BID INCLUDES CONCRETE PAVEMENT AND CONCRETE CURBS. THE CONCRETE PAVEMENT SHALL BE MONOLITHIC AND SHALL SHEET FLOW TO THE NEAREST DROP INLET. (NOT AS DRAWN - - THE TRENCH DRAINS INDICATED ARE NOT BASE BID). AT THESE TWO BAYS, THE BRICK PIERS, SCREEN WALLS, STEEL PIPE BOLLARDS, STEEL COLUMNS, ROOF STRUCTURE AND ROOF PANELS ARE ADDITIVE BID ITEM #1. THE TWO 10'-0" LONG TRENCH DRAINS INDICATED ARE ALSO ADDITIVE BID ITEM #1. BASE BID = NO ROOF STRUCTURE AND PAVEMENT TO SHEET FLOW TO NEAREST DROP INLET. ADDITIVE BID ITEM #1 = ROOF COVERING AND TRENCH DRAINS. SLOPE CONCRETE TO TRENCH DRAINS AT 1/4" PER FOOT.
AutoCAD SHX Text
VDOT MS-1, SIMILAR.
AutoCAD SHX Text C502
AutoCAD SHX Text
AutoCAD SHX Text S202
AutoCAD SHX Text
AutoCAD SHX Text S202
AutoCAD SHX Text
AutoCAD SHX Text C502
AutoCAD SHX Text
AutoCAD SHX Text C502
AutoCAD SHX Text
AutoCAD SHX Text C502
AutoCAD SHX Text
AutoCAD SHX Text C503
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CURB INLET AND CATCH BASIN.
AutoCAD SHX Text
CURB INLET AND CATCH BASIN.
AutoCAD SHX Text
CURB INLET AND CATCH BASIN.
AutoCAD SHX Text
AutoCAD SHX Text
EL. 2076.20'
AutoCAD SHX Text
AutoCAD SHX Text
EL. 2076.20'
AutoCAD SHX Text S202
AutoCAD SHX Text
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
SEE DRAWING C101, TYP. OF 2.
AutoCAD SHX Text S202
AutoCAD SHX Text
SIDEWALK / PARKING LAYOUT
AutoCAD SHX Text
SCALE: 3/32" = 1'-0"
NORTH
DATE: DATE: DATE:
0 4' 8' 16'
SHEET:
NO. REVISION DATE
DRAWN BY CHECKED BY
THE LANE GROUP INC.
PROJECT NO.
th e LA N E
G R
O U
P en gi ne er in g ar ch ite ct ur e en vi ro nm en ta l
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01-30-2026
DMW MRL
TLG-2515
C103
SI
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AutoCAD SHX Text
6 SPACES @ 9'-0" = 54'-0"
AutoCAD SHX Text 54'-3"
AutoCAD SHX Text 10'-5"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 54'-6" (+/-)
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 18'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text
ESTCODE
AutoCAD SHX Text
ESTCODE
AutoCAD SHX Text 11'-4"
AutoCAD SHX Text 5'-8"
AutoCAD SHX Text
12" WIDE X 40' LONG TRENCH DRAINS. CENTERED FRONT TO BACK.
AutoCAD SHX Text
EDGE OF ASPHALT PAVEMENT. SEE DRAWING C101.
AutoCAD SHX Text 27'-0"
AutoCAD SHX Text 54'-3"
AutoCAD SHX Text 24'-0"
AutoCAD SHX Text 30'-0"
AutoCAD SHX Text 30'-0"
AutoCAD SHX Text 36'-0"
AutoCAD SHX Text
6 SPACES @ 6'-0" = 36'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text
7 SPACES @ 6'-0" = 42'-0"
AutoCAD SHX Text
16 SPACES @ 6'-0" = 96'-0"
AutoCAD SHX Text 24'-0"
AutoCAD SHX Text 11'-4"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text
12" WIDE X 10' LONG TRENCH DRAINS, CENTERED.
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 24-0"
AutoCAD SHX Text
3 SP. @ 6'-0" = 18'-0"
AutoCAD SHX Text
3 SP. @ 6'-0" = 18'-0"
AutoCAD SHX Text A
AutoCAD SHX Text C401
AutoCAD SHX Text 5'-4"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 18'-0"
AutoCAD SHX Text
ASPHALT PAVEMENT, TYP.
AutoCAD SHX Text 18'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 11'-4"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text
VDOT CG-2.
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 16'-0"
AutoCAD SHX Text 16'-0"
AutoCAD SHX Text 32'-0"
AutoCAD SHX Text 16'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 7'-6"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 7'-10"
AutoCAD SHX Text 22'-0"
AutoCAD SHX Text 22'-0"
AutoCAD SHX Text 22'-0"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 18'-0"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 18'-0"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 18'-0"
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 48'-0"
AutoCAD SHX Text
27'-0" (2% MAX. SLOPE)
AutoCAD SHX Text 9'-0"
AutoCAD SHX Text
6 SPACES @ 9'-0" = 54'-0"
AutoCAD SHX Text 6'-6"
AutoCAD SHX Text
8 SPACES @ 6'-0" = 48'-0"
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 5'-4"
AutoCAD SHX Text 7'-10
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text
SLOPE DN.
AutoCAD SHX Text
SLOPE DN.
AutoCAD SHX Text
7 SPACES @ 6'-0" = 42'-0"
AutoCAD SHX Text 6'-3 "12"
AutoCAD SHX Text
25' HIGH ALUM. FLAG POLE.
AutoCAD SHX Text B
AutoCAD SHX Text C401
AutoCAD SHX Text 104°
AutoCAD SHX Text 104°
AutoCAD SHX Text 104°
AutoCAD SHX Text 104°
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text OIL / WATER SEPARATORS BENEATH CONC. APRON & SIDEWALK. CAREFULLY COORDINATE LOCATION SUCH THAT LIDS ARE CENTERED ON SIDEWALK AND FLUSH WITH TOP OF CONCRETE.
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text E J
AutoCAD SHX Text
VDOT MS-1, SIM.
AutoCAD SHX Text
BOLLARD, TYP.
AutoCAD SHX Text
BOLLARDS, TYP. OF 5.
AutoCAD SHX Text
"EV-READY" PARKING SPACES
AutoCAD SHX Text
FUTURE EV CHARGING
AutoCAD SHX Text
FUTURE EV CHARGING
AutoCAD SHX Text
FUTURE EV CHARGING
AutoCAD SHX Text S202
AutoCAD SHX Text
AutoCAD SHX Text C502
AutoCAD SHX Text
AutoCAD SHX Text C502
AutoCAD SHX Text
AutoCAD SHX Text C502
AutoCAD SHX Text
AutoCAD SHX Text S202
AutoCAD SHX Text
AutoCAD SHX Text 4'-4"
AutoCAD SHX Text 4'-4"
AutoCAD SHX Text C502
AutoCAD SHX Text
AutoCAD SHX Text C503
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EL. 2076.20'
AutoCAD SHX Text
AutoCAD SHX Text
EL. 2076.20'
AutoCAD SHX Text
MH
AutoCAD SHX Text
AutoCAD SHX Text S202
AutoCAD SHX Text
AutoCAD SHX Text S202
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
NORTH
SIDEWALK LAYOUT PLAN
SD
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SCALE 1" = 1'-0"
STORM DRAIN TERMINATION DETAIL
C104 A
TYPICAL FOUNDATION DRAIN DETAIL
DATE: DATE: DATE: DATE:
0 8' 16' 24'
SHEET:
NO. REVISION DATE
DRAWN BY CHECKED BY
THE LANE GROUP INC.
PROJECT NO.
th e LA N E
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