Attach6_Civil_5d.pdf
PDF 3 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 the fire station at Mansfield Air National Guard Base in Mansfield, Ohio. The project includes construction of a new aircraft rescue and firefighting station to provide emergency response services to the airfield and installation aircraft. Optional bid items include extending concrete paving to the flight line at either a minimum or full width, installing four-fold apparatus doors, and supplying a 5-ton bridge crane. The construction duration is estimated at 660 calendar days. The solicitation is set aside for small businesses with a NAICS code of 236220 and size standard of $39.5 million average annual revenue. The project magnitude is between $10-20 million. The pre-bid conference is scheduled for November 5, 2019 and bids are due November 26, 2019. The solicitation and plans are available on FedBizOpps. Questions should be directed to the point of contact listed.
Volume 6 - CIVIL
View the file
Other files for this federal contract opportunity
Show all 50
REPLACE FIRE STATION has more files on GovTribe.
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
GENERAL SHEET NOTES
SHEET KEYNOTES
1. 9" PCCP, SEE 3/C-501
2. STORM DRAIN MANHOLE WITH GRATED LID, SEE
4/CU-501
3. TIE INTO STORM DRAIN MANHOLE, SEE 2/CU502
4. REPLACE GRATED LID WITH SOLID LID, ADJUST TO
NEW GRADE
5. CONCRETE TO ASPHALT TRANSITION, SEE 9/C-501
6. CATCH BASIN, SEE DETAIL 9/CU-502
7. BOLLARD, SEE 2/C-502
8. PROVIDE EXPANSION JOINT AT INTERFACE OF
BUILDING OR FLIGHT LINE PAVEMENT AND CONCRETE
APRON, SEE DETAIL 7/C-503
9. MATCH EXISTING GRADE
10. CLEAN OUT SEE 6/CU-501
11. CONSTRUCTION JOINT, SEE 5/C-503
12. EXTENT OF BID OPTION #1 PAVING
KEY PLAN
C
A BB
DCC
B
10 20 30
Scale in Feet
FILENAME: PLOT DATE: PLOT TIME:
C H
2M H
IL
L
AL
L R
IG
H
TS
R
ES
ER
VE
D
C
H 2M
H
IL
L
AN
D
IS
N O
T
TO
B E
U
SE
D , I
N W
H O
LE
O
R
IN
P
AR
T, F
O R
A N
Y O
TH
ER
P R
O
JE
C T
W
IT
H O
U T
TH
E
W R
IT
TE
N A
U
TH
O R
IZ
AT
IO
N
O F
C H
2M H
IL
L.
TH
IS
D O
C U
M
EN
T, A
N D
T H
E
ID
EA
S
AN
D
D
ES
IG
N
S
IN
C O
R
PO
R
AT
ED
H
ER
EI
N , A
S
AN
IN
ST
R U
M
EN
T O
F
PR
O
FE
SS
IO
N
AL
S
ER
VI
C
E, IS
T H
E
PR
O
PE
R
TY
O F
R
EU
SE
O
F D
O C
U M
EN
TS
1 2 3 4 5 6
B
C
D
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
1"0 c
PROJ
DATE
D
AT
E N
O
D
SG
N D
R R
EV
IS
IO
N
C H
K
AP
VD
BY
AP
VD
SHEET
DWG
A of
CH
2M
H
ILL
HD
R
JV
FI
R
E
ST
AT
IO
N
M
AN
SF
IE
LD
L
AH
M
A N
G B
AS
E
AI
R
N
AT
IO
N
AL
G
U
AR
D
M
AN
SF
IE
LD
, O
H
IO
TA
YL
O R
S
TR
EE
T, S U
IT
E
D
AY
TO
N
, O H
IO
TE
LE
3)
-0
F
AX
0)
-9
8/3/2019 3:23:35 PM
AUGUST 2019
C
IV
IL
EX
TE
N D
S
IN
G
LE
L
AN
E
PA
VI
N
G (B
ID
O
PT
IO
N
1) T
O F
U
LL
B U
IL
D
IN
G
W
ID
TH
A
TH
O
M
PS
O N
J H
ES
S
L G
AN
D
IA
G
A
C-108
AS SHOWN
21 203 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-108.dwg
684448CH
M
AT
C H
L
IN
E
- S
EE
C
-1
1296.25+ +1296.25
+1296.25
+1296.25
+1296.25
1296.25 +
296.252525
1296.25+
121292969
S OS OFIRE STATION
FFE: 1296.25
+ 1295.01
+ 1+ 12+ 1++++++++++++++++
+ 1295.23
+ 1295.75 ++++++++++ 12+++++++++++++++++++++++++++++++ 1295.70
++++++++++++++++++++++++ 1++++++++ 755 7755.55
+ 1296.256.2 +++ 1+++++++ 1+ 1+++++++++++++
+ 1295.655 55565555
+++ 1+ 1++ 1+ 1+++ 1+++++
+ 1295.5050055559521+++ 1++ + 1295.75
+ 1296.156.1 + 1
666.1.16666 + 1+++ + 1295.757555 7955921
++ + 1296.00
+ 1295.75
+ 129 +++++ 22222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222122212121212222222222212121222222222222222222121212121212121212222221212122222222122122122121212222212121222221212122222121212121212121212122222221221221222221222121222221212212222222221212212222222122122121212121212121212121212121212122212121212121212121212121212121212121212121212121222121212121212121212121212121212222121212221212121212222221212122221212122212121222121212122212121212121212121212121212121212121212121212121212122122121222121212221212121212222122122121212212222121212122122221212121212121212121212121212121212121212121212121212121221212121221222121212122121212122122212121212212212121212121212121212121212212121212121212121212121292922929222292929292929292929222929222922929292922292229292922222922292929292929292929292929292929292922929292929292929292929292292929292929292929292929229292929229292929292929292222922222222222222922222222222222222212212222222222222122122222121212212222212212212212212222121212121212121221212121212121222221212121212121212122212121212222212121212121212121222121212122222121212121212121212221212121222221212121212121212122121212122121212121212121212121212121212121212121212121212112121212121211121212121212121111121121121121121121112112112112112112111211211211211211211121121121121121112112112112112112111211211112111121111121121121121121121112112112112112112121212121121212121121212112121121211211212111111111111+ 1295.33
12+ 1 333595229112++
+ 1296.15 (TBC)C)
C)BCB(TT5 (156 19629
+ 12121212+++ 2121212++++
(TBC))
TB
+ 1296.15 (TBC)
+ 1
12111111
C)
+ 1++ 1++
2.
1.0%%1.0%
1.68%1.68%
1.75%11.75%
0.83%%0.83%
20.54'
25.21'1215522
EXST 10" SD
EXST 12" SD
EXST 10" SD
1 0% 1.0%
1.
2%
1.
2%
1.0%%%%%%
+ 1295.63
+ 1295.29
+ 1+ 1+ 1++++
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
11.77'7
(TYP)( Y
12.27'7
(TYP))))))TY
1.0
1.0 %0%
+ 1295.00
+ 1++ 1+ 1+ 1++++++++ 1295.00
+ 1121++ 1+ 1+ 1111
2.0%00000
2.4
2.4 %%42 4
33.
%5
2 4% 2.4%%%
2.0%% 2 0%2.0%2 + 1295.00 +++ 9 02+ + 1295.00
29+ 9595951
21+ + 1295.00
1 0% 1.0%
1.
2%
1.
2%
1.0
1.0 %%0%%0%0%
2.4
22222
33.
22222
%5
2 4% 2.4%444%
2.0%% %2.0%
6"SD @ 0.5%
CATCH BASIN
RIM: 1294.3
N: 34840.6719 E:163692.1576
INV OUT (SE): 1293.62
6"SD @ 0.5%
CATCH BASIN
RIM: 1294.3
N: 34836.6255 E:163687.8282
INV OUT (SE): 1292.92
STORM DRAIN MANHOLE
RIM: 1294.8
INV OUT (SW): 1291.536"SD @ 1.0%
6"SD INV: 1293.356"SD INV: 1292.65
11.0
2 4% 2.4%%
2 0%2.0%
( )(TYP)( )(TYP)
(TYP)(TYP)
File details come from the government source that posted it. Updated .