Attach6_Civil_4a.pdf
PDF 2 MB Posted
- Attached to
- REPLACE FIRE STATION Federal contract opportunity
- Solicitation number
- W50S8R-20-B-0001
About this file
This solicitation package describes a construction project to replace an existing fire station at Mansfield Air National Guard Base in Ohio. The project includes demolition of the current station and construction of a new Aircraft Rescue Fire Fighting facility that will provide emergency response services to the airfield and installation aircraft. Optional bid items such as concrete paving and apparatus doors are also specified. The estimated contract duration is 660 calendar days with a pre-bid conference scheduled for November 5, 2019 and bid opening on November 26, 2019. The solicitation is set aside for small businesses with a NAICS code of 236220 and size standard of $39.5 million average annual revenue. Interested contractors must register in SAM and monitor the FedBizOpps website for solicitation documents, amendments, and other requirements. The Department of the Army Ohio Army National Guard is the issuing agency for this replacement of the Mansfield Air National Guard Base fire station.
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. UTILITY TRENCHES SHALL BE RESTORED PER DETAIL
1/C-501. SURFACES TO MATCH EXISTING UNLESS
OTHERWISE SHOWN ON PLANS.
C. COORDINATE WITH CONTRACTING OFFICER LOCATION OF
ONE ELECTRIC VEHICLE PARKING SPACE AND CHARGING
STATION. PROVIDE SIGN TO READ "PARKING FOR ELECTRIC
VEHICLES ONLY". SIGN AND POST SIMILAR TO 3/C-503.
D. ALL NEW SURFACES ARE TO MATCH EXISTING GRADES
EXCEPT WHERE ELEVATIONS OR CONTOURS ARE SHOWN.
E. ALL NEW IMPERVIOUS SURFACES SHALL SLOPE AWAY
FROM THE BUILDING AT 2% MINIMUM UNLESS OTHERWISE
SHOWN.
F. WORK SHOWN REPRESENTS THE BASE BID. SEE SHEETS
C-105 THROUGH C-108 FOR BID OPTIONS.
G. 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. 4" WIDE WHITE PAVEMENT MARKING
2. ADA MARKING, SEE 2/C-503
3. 3" MIN AC PAVEMENT, SEE 6/C-502
4. 6' TALL TYPE FE7 CHAINLINK FENCE
5. EQUIPMENT ENCLOSURE , PROVIDE 7' TALL TYPE FE5
CHAIN LINK FENCE WITH SINGLE LEAF (3' WIDE)
PEDESTRIAN GATE WITH CIPHER LOCK , SEE 1/C-502
AND 3/C-502
6. RESTORE AREA WITH SOD, SEE GENERAL NOTE A
7. 5' WIDE CONCRETE SIDEWALK, SEE DETAIL 2/C-501
8. CONCRETE EQUIPMENT PAD, SEE DETAIL 8/S-501
9. CONCRETE STOOP CENTERED ON WALL OPENING,
WxL, SEE DETAIL 4/S-502
10. CONCRETE CURB AND GUTTER, SEE DETAIL 5/C-501
11. STORM DRAIN MANHOLE, SEE 4/CU501
12. CONSTRUCTION JOINT, SEE DETAIL 5/C-503
13. BOLLARD, SEE 2/C-502
KEY PLAN
C
AA B
DCC
B
10 20 30
Scale in Feet
C
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G A
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A A
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AS SHOWN
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684448_C-101.dwg
684448CH
MATCH LINE - SEE C-103
M
AT
C H
L
IN
E
- S
EE
C
-1
5'X5'
TYP
FIRE STATION
FFE: 1296.25
1296.15+++++++56
+1296.25
+1296.25
+1296.159 121 612
5'X8'
35'-0"0353
1296.25 +
+ TBC 1295.93
C 12929
CC
+++ T+ T+
BC 121C
LOG 1295.05 ++5 +055 029121OGLOL
++++2929 +1295.555.9+
EXST 18" SDEXST 18" SDT EXST 12" SD
6' -0
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33'-0"
9' -0
6'-0"
TYP
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. UTILITY TRENCHES SHALL BE RESTORED PER DETAIL
1/C-501. SURFACES TO MATCH EXISTING UNLESS
OTHERWISE SHOWN ON PLANS.
C. COORDINATE WITH CONTRACTING OFFICER LOCATION OF
ONE ELECTRIC VEHICLE PARKING SPACE AND CHARGING
STATION. PROVIDE SIGN TO READ "PARKING FOR ELECTRIC
VEHICLES ONLY". SIGN AND POST SIMILAR TO 3/C-503.
D. ALL NEW SURFACES ARE TO MATCH EXISTING GRADES
EXCEPT WHERE ELEVATIONS OR CONTOURS ARE SHOWN.
E. ALL NEW IMPERVIOUS SURFACES SHALL SLOPE AWAY
FROM THE BUILDING AT 2% MINIMUM UNLESS OTHERWISE
SHOWN.
F. WORK SHOWN REPRESENTS THE BASE BID. SEE SHEETS
C-105 THROUGH C-108 FOR BID OPTIONS.
G. 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. 6' TALL CHAIN LINK FENCE, TYPE FE6, SEE 1/C-502
2. 3" MIN AC PAVEMENT, SEE 6/C-502
3. 5' WIDE CONCRETE SIDEWALK, SEE DETAIL 2/C-501
4. 24' WIDE DOUBLE LEAF VEHICULAR GATE WITH
MANUAL CIPHER LOCK, SEE DETAIL 8/C-503
5. RESTORE AREA WITH SOD, SEE GENERAL NOTE A
6. CONCRETE CURB AND GUTTER, SEE DETAIL 5/C-501
7. CURB TAPER, SEE DETAIL 8/C-501
8. BOLLARD, SEE 2/C-502
9. 4" WIDE WHITE PAVEMENT MARKING
10. EXPANSION JOINT, SEE 7/C-503
11. 2' WIDE CONCRETE VALLEY GUTTER, SEE DETAIL
4/C-502
12. CONCRETE STOOP CENTERED ON WALL OPENING,
WxL, SEE 4/S-502
13. CONSTRUCTION JOINT, SEE 5/C-503
KEY PLAN
C
A BB
DCC
B
10 20 30
Scale in Feet
FILENAME: PLOT DATE: PLOT TIME:
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AUGUST 2019
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684448_C-102.dwg
684448CHMATCH LINE - SEE C-104
M
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C H
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IN
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- S
EE
C
-1
18.8' X 5'
1296.25+ +1296.25
+1296.25
+1296.25
+1296.25
1296.25 +
296.252525
TYP
TYPPPTYT
1296.25+
121292969
FIRE STATIONIRE STATIO
FFE: 1296.25FFE: 1296.25
+ 1295.75 ++++++++++++ 12++++++++++ 1+ 1+ 1++ 1295.70
++++ 1++++++++++++++
+ 1296.256.2 +++ 1++++++ 1+++ 1++++++++++++++
+ 1295.6555565555
+++ 1+ 1++ 1+ 1+++ 1+++++
+ 1295.5050055559521+++ 1++ + 1295.75
+ 1296.156.1 + 1
666.1.16666 + 1+++ + 1295.757555 7955921
++ + 1296.00
+ 1++
+ 1295.75
+ 1295.33 12+ 1
333595229112++
+ 1296.15 (TBC)C)
C)BCB(TT5 (156 19629
+ 1212+++ 121212++++
(TBC))
TB
+ 1296.15 (TBC)
++ 1
1211111
C)
+ 1+++ 1++
2.
%%3333
1.0%%0%1
1.68%%8%661
1.75%5%%5%%71
0.83%%%3300
20.54'
25.21'1215522
EXST 10" SD
EXST 12" SD
EXST 10" SD
TYP
5'555
TYPT
TYP
TYP
5'x5'
File details come from the government source that posted it. Updated .