Attach6_Civil_5a.pdf
PDF 5 MB Posted
- Attached to
- REPLACE FIRE STATION Federal contract opportunity
- Solicitation number
- W50S8R-20-B-0001
About this file
This solicitation notice seeks proposals for a replace fire station project at Mansfield Air National Guard Base in Ohio. The project includes construction of a new aircraft rescue firefighting facility to provide emergency response services to the airfield and installation aircraft. Optional items to be included in proposals are concrete paving to the flightline with minimum or full width, four-fold apparatus doors, and a five-ton bridge crane. The North American Industry Classification code is 236220 with a size standard of $39.5 million average annual revenue for the previous three years. The project value is estimated between $10-20 million and the construction duration is 660 calendar days. The pre-bid conference is scheduled for November 5, 2019 and bids are due November 26, 2019. The solicitation is set aside for small businesses and is available on the Federal Business Opportunities website. The agency is the Department of the Army Ohio Army National Guard located at the 179th Airlift Wing in Mansfield, Ohio.
Volume 6 - CIVIL
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Text version
GENERAL SHEET NOTES
SHEET KEYNOTES
KEY PLAN
C
AA B
DCC
B
10 20 30
Scale in Feet
C
IV
IL
SI
N
G
LE
L
AN
E C
O N
C R
ET
E
PA
VI
N G
T O
FL
IG
H
TL
IN
E
IN
FI
LT
R
AT
IO
N
B
AS
IN
A
TH
O
M
PS
O N
J H
ES
S
L G
AN
D
IA
G
A
C-105
AS SHOWN
18 203 TY
PE
B -3
F
IN
AL
D
P
EA
R
SO
N
-0 8-
IS
SU
ED
F O
R C
O N
ST
R
U C
TI
O
N D
P D
P
684448_C-105.dwg
684448CH
M
AT
C H
L
IN
E
- S
EE
C
-1
FIRE STATION
FFE: 1296.25
1296.15+++++++++56
+1296.25
+1296.25
+1296.159612
35.0'03553
1296.25 + 25 ++
+ TBC 1295.93
C
+++ T+ TBC 12
C
+1295.559+
A. ALL SURFACES DISTURBED DURING CONSTRUCTION
SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER
CONDITION. EXTENT OF RESTORATION IS APPROXIMATE
AND IS DEPENDENT UPON CONSTRUCTION ACTIVITIES.
B. ALL NEW SURFACES ARE TO MATCH EXISTING GRADES
EXCEPT WHERE ELEVATIONS OR CONTOURS ARE
SHOWN.
C. ALL NEW IMPERVIOUS SURFACES SHALL SLOPE AWAY
FROM THE BUILDING AT 2% MINIMUM UNLESS OTHERWISE
SHOWN.
D. SEE SHEETS C-101 THROUGH C-104 AND CU-101
THROUGH CU-104 FOR BASE BID DESIGN.
E. THIS SHEET SHOWS WORK INCLUDED IN BID OPTION #1
WHICH INCLUDES THE PAVEMENT TO BE INSTALLED
BETWEEN THE FIRE STATION BUILDING AND THE
FLIGHTLINE, AND AN INFILTRATION GALLERY.
F. JOINTS NEAR CURVED PAVEMENT EDGES SHALL BE
TURNED TO MEET CURVED EDGE AT 90 DEGREES.
IRREGULAR OR ODD SHAPED PAVEMENT SHALL BE
REINFORCED WITH
1. 9" PCCP, SEE 3/C-501
2. PROVIDE EXPANSION JOINT AT INTERFACE OF
BUILDING OR FLIGHTLINE PAVEMENT AND
CONCRETE APRON, SEE DETAIL 9/C-503
3. RESTORE TO SOD AS NEEDED FOR SITE
IMPROVEMENTS
4. DISCHARGE CONTROL STRUCTURE, SEE 9/C-501
5. INFILTRATION GALLERY, SEE 5/C-502
6. TIE INTO STORM DRAIN MANHOLE, SEE 2/CU-502
7. CUT AND CAP 6" STORM DRAIN PIPE, ABANDON IN
PLACE
8. CONSTRUCTION JOINT, SEE 5/C-503
2 4% 2.4% 22 4
R30.0'
R30.0'
25.65'
20.0'000.00
4%
2.
4%
+1295.26662+ 2.2
INV IN (NW): 1291.85
12"SD @ 0.5%
8"SD @ 0.5%
INV: 1291.25
3.
22.4 %4
11.77'7
(TYP)))))))TY
12.27'77
(TYP)P
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