C101 Site Grading Plan.pdf
PDF 579 KB 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 is a Site Grading Plan 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, Virginia at Lot 4 of the Highlands Business Park. The plan details site grading, drainage infrastructure, utility installations, and structural specifications for the approximately 8,602 square-foot mixed-use facility. Key site elements include a proposed wet pond with bottom elevation of 2061.00 feet, forebay at 2062.00 feet, sanitary sewer infrastructure with multiple manholes and 8-inch sewer lines at 1.40% slope, storm drain structures (VDOT DI-3A and HW-1 types), underground utility locations marked as UGE (underground), and grading with 3:1 side slope ditches and a 15-foot aquatic bench. The plan indicates finished floor elevation at 2076.70 feet for VDOT right-of-way and shows VDOT curb and gutter specifications (CG-2 and CG-6 types). An optional pre-bid meeting is scheduled for May 19, 2026 at 10:00 am in Abingdon, Virginia; written questions must be submitted by June 9, 2026 at 5:00 pm; and sealed bids are due June 16, 2026 at 2:00 pm Eastern Standard Time to the Department of Budget and Finance. The project requires 365 consecutive calendar days from Notice to Proceed for Substantial Completion, with liquidated damages of $200.00 per day for delays.
The facility design incorporates a generator, utility transformer, sanitary sewer system with rim elevations ranging from 1973.50 to 2074.52 feet, and multiple drainage structures with invert elevations indicating proper stormwater management. Contractors must hold Class A Virginia licensing, submit a 5% bid bond with 100% performance and payment bonds, and comply with Davis-Bacon Act prevailing wage requirements and Build America, Buy America Act (BABAA) mandates ensuring all iron, steel, manufactured products, and construction materials are produced in the United States unless approved waivers are obtained. The project is funded in whole or in part by USDA Rural Development Community Facilities Grant Program. The base bid includes the core facility with concrete apron at 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 apparatus bays. No specific budget range or contract award value is disclosed; however, the County reserves the right to reject any or all bids and negotiate if the lowest responsive bid exceeds available funds.
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Text version
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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AQUATIC BENCH
6-WIDE V-SHAPE DITCH
3:1 SIDE WLOPES
6 6
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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:
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