Full Set (Bid).pdf
PDF 5 MB Posted
- Attached to
- Fort Avenue Sewer Replacement
- Solicitation number
- IFB-117610
- Issued by
- New Kent County, Virginia
About this file
This is a plan and profile drawing for the Fort Avenue Sewer Replacement project in the Town of Blackstone, Virginia, prepared by B&B Consultants, Inc. The project involves the installation of sanitary gravity sewer pipe and associated infrastructure along Fort Avenue, including 172 linear feet of 10-inch SDR-18 PVC pipe at 1.64% slope, 128 linear feet of 10-inch SDR-35 PVC pipe at 1.00% slope, and 17 linear feet of 10-inch SDR-35 PVC pipe at 1.00% slope. The design includes four identified manhole locations (designated A-1 through A-4) with varying top elevations ranging from 427.47 to 432.41 feet, the abandonment of existing 8-inch and 10-inch sanitary sewer lines, and a critical 131-linear-foot bore and jack operation with an 18-inch steel casing to cross beneath the Norfolk Southern Railroad right-of-way. The project area is bounded by Southwest Avenue and Irvin Street, with the railroad crossing occurring at station 0+34 to 1+65. The drawing depicts a 20-foot by 40-foot boring pit and a 10-foot by 10-foot receiving pit, along with temporary silt fencing for erosion control.
The technical specifications require compliance with Norfolk Southern's NSCE-8 Specifications and the American Railway Engineering and Maintenance of way Association Standards for Pipelines Conveying Flammable and Non-Flammable Substances. The design prohibits blasting operations and specifies that manhole interiors shall receive epoxy coating. The profile view illustrates elevation changes across the project alignment, with proposed invert elevations documented at multiple stations. The document includes revisions dated July 7, 2025, and June 18, 2025, reflecting modifications required by the railroad authority, indicating the project's coordination with Norfolk Southern Railroad requirements for safe pipeline installation beneath active rail infrastructure.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Prebid Minutes.pdf | ||
| 012200 - UNIT PRICES (Add No. 1).pdf | ||
| Specifications- Full Set.pdf | ||
| 06 Bid Frm (Add No. 1).pdf | ||
| Addendum No. 1.pdf | ||
| PREBID ATTENDANCE.pdf | ||
| C-1_ADD_01.pdf | ||
| Planholders List.pdf | ||
| C-2_ADD_01.pdf | ||
| 02-CONTENTS (Add No. 1).pdf | ||
| 03-advertisement for bids-C-111.pdf |
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Text version
EX
W
ES
TB
O U
N D
R
AI
LR
O
AD
EX
E
AS
TB
O U
N D
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AI
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FORT AVENUE
SO
U
TH
W
ES
T
AV
EN
U E
ED
G
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F R
R B
AL
LA
ST
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G
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F R
R B
AL
LA
ST
N S
R R
R /W
N S
R R
R /W
PROP 8" PLUG
ON EX SS TO BE
ABANDONED
PROP 8" PLUG
ON EX SS TO BE
ABANDONED
EX MH TO BE P&A
TOPS TO BE REMOVED AND
MH TO BE FILLED IN
A-3
TOP = 432.41
A-1
TOP = 427.47
172' - 10" SDR-18 PVC @ 1.64%
128' - 10" SDR-35 PVC @ 1.00%
17' - 10" SDR-35 PVC @ 1.00%
A-4
TOP = 432.04
LIMITS OF EXCAVATION
20'x40' BORING PIT
LIMITS OF EXCAVATION
10'x10' RECEIVING PIT
TEMPORARY SILT FENCETEMPORARY SILT FENCE
PROP 131' - 18"
BORE AND JACK
STEEL CASING
PROP MARKER POST
PROP MARKER POST
W IRVIN ST
A-2
TOP = 429.87
CLEARING LIMITS
10' 10'
PROP SAWCUT
& PAVEMENT
REPAIR
50.86' 67.33'
110.00'
EX 10" SS TO BE P&A
PROP VARIABLE WIDTH PERM
UTILITY ESMT
DAMON, ANDREW C. DAMON, DEBRA A.
PARCEL ID: 50-A26-5-17
INSTRUMENT NO.: 23 23 734
FT
T
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TT
O W
AY
A
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2, FT
T
O A
M
EL
IA
A
VE
37.07888, -78.00076
94°'
12.38'
40'± 58'±
-0+20 0+00 1+00 2+00 3+00 3+37
ST
A
0+
PR
O
P
IN
V
IN
: 4
.9
A-1
TOP = 427.47
A-4
TOP = 432.04
A-3
TOP = 432.41
A-2
TOP = 429.87
ST
A
3+
PR
O
P
IN
V O
U T:
.4
ST
A
1+
PR
O
P
IN
V
IN
: 4
.8
PR
O
P
IN
V O
U T:
.7
ST
A
3+
PR
O
P
IN
V
IN
: 4
.2
PR
O
P
IN
V O
U T:
.1
ST
A
3+
PR
O
P
IN
V
IN
: 4
.2
PR
O
P
IN
V O
U T:
.1
ST
A
3+
PR
O
P
IN
V O
U T:
.4
A-3
TOP = 432.41
131' - 18" BORE AND JACK STEEL CASING
EX
M
H
EX
IN
V
IN
: 4
.7
6" F
M
ST
A
0+
B
EG
IN
C
AS
IN
G
ST
A
1+
E
N D
C
AS
IN
G
EX 8" SS TO
BE PLUGGED
AND ABANDONED
EX
IN
V
IN
: 4
.7
8" S
S
EX
M
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PR
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NORFOLK
SOUTHERN
RR
10'
10'
THEO
RETICAL LINETH
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EA
ST
BO
U N
D R
R
W
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TB
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BASE OF RAIL = 432.1
BASE OF RAIL = 431.1
.3
2'
.0
7'
172' - 10" SDR-18 PVC @ 1.64%
128' - 10" SDR-35 PVC @ 1.00%
17' - 10" SDR-35 PVC @ 1.00%10'x10'
RECEIVING PIT
20'x40'
BORING PIT
Railroad Notes:
1. Contractor shall follow all requirements of Norfolk Southern's NSCE-8
Specifications.
2. Pipeline and crossing to be installed and maintained in accordance with last approved American Railway Engineering and Maintenance of way Association Specifications for Pipelines Conveting Flammable and Non-flame Substances.
3. Blasting not permitted
PROP MARKER POST
PROP MARKER POST
MH INTERIORS
TO RECIEVE
EPOXY COATING
NORTH
PL
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COMMISSION NO.
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CHECKED BY
ISSUE DATE
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PROFILE VIEW
HORZ. SCALE: 1" = 20'
VERT. SCALE: 1" = 5'
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24075
CARROLL
CLARY/MITCHELL
CARROLL
05/19/2025
10' 60'40'20'
SCALE: 1" = 20'
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