Attach6_Civil_5c.pdf
PDF 8 MB Posted
- Attached to
- REPLACE FIRE STATION Federal contract opportunity
- Solicitation number
- W50S8R-20-B-0001
About this file
This solicitation notice is for the replacement of a fire station at Mansfield Air National Guard Base in Mansfield, Ohio. The project includes construction of a new aircraft rescue and firefighting facility to provide emergency response services related to the airfield and installation aircraft. Optional bid items include concrete paving to the flightline in either a minimum or full width, four-fold apparatus doors, and a five-ton bridge crane. The estimated construction duration is 660 calendar days with a notice to proceed. The North American Industry Classification code is 236220 for commercial and institutional building construction with a small business size standard of $39.5 million average annual revenue. The estimated value is between $10-20 million. The pre-bid conference is scheduled for November 5, 2019 and bids are due by November 26, 2019. The solicitation is set aside 100% for small businesses and is available on the Federal Business Opportunities website. The contracting agency is the Department of the Army Ohio Army National Guard.
Volume 6 - CIVIL
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Text version
GENERAL SHEET NOTES
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 #2
WHICH INCLUDES EXTENDING SINGLE LANE PAVING (BID
OPTION #1) TO FULL BUILDING WIDTH.
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
SHEET KEYNOTES
1. 9" PCCP, SEE DETAIL 3/C-501
2. PROVIDE EXPANSION JOINT AT INTERFACE OF
BUILDING OR FLIGHTLINE PAVEMENT AND CONCRETE
APRON, SEE 7/C-503
3. CONSTRUCTION JOINT, SEE 5/C-503
4. BOLLARD, SEE 2/C-502
5. CATCH BASIN, SEE 9/CU-502
6. NOT USED
7. ADD TWO ROWS TO INFILTRATION GALLERY, SEE
5/CU-502
8. EXTENT OF BID OPTION #1 CONCRETE PAVING
9. NOT USED
10. CLEANOUT, SEE 6/CU-501
11. REPLACE GRATED LID WITH SOLID LID, ADJUST TO
NEW GRADE
12. STORM DRAIN MANHOLE WITH GRATED LID, SEE
4/CU-501
13. MATCH EXISTING
KEY PLAN
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( )(TYP)
FIRE STATION
FFE: 1296.25
1296.15++++++++56
+1296.25
+1296.25
+1296.152 152 51+ 9612
35.0'03553
1296.25 +
++++++++++++++++++++++++5
+ TBC 1295.93
C
+++ T+ T+
BC 12
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+1295.555.9+
EXST 18" SDEXST 18" SDT EXST 12" SD
1.0%%%%
2.
4%
2.
4%%
6"SD @ 1.0%
1295.00 ++++
1.
0%
1.
0%
1.
0%%
STORM DRAIN MANHOLE
RIM: 1294.75
INV: MATCH EXST
CATCH BASIN
RIM: 1294.3
N: 34832.6070 E:163683.5286
INV OUT (SE): 1292.7
11.77'7
(TYP) 12.27'7
(TYP)T
1.
2%
1.
2%
1295.00 ++++
2.0%2.0%%2.0%
2.4%
2.
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2.
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3.
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