Attach6_Civil_8a.pdf
PDF 3 MB Posted
- Attached to
- REPLACE FIRE STATION Federal contract opportunity
- Solicitation number
- W50S8R-20-B-0001
About this file
This solicitation package describes a federal construction contract opportunity to replace an existing fire station at Mansfield Air National Guard Base in Ohio. The project scope includes demolishing the current station and constructing a new Aircraft Rescue Fire Fighting facility that will provide emergency response services to the airfield and installation aircraft. Optional items such as concrete paving and apparatus doors are also specified. The contract duration is estimated at 660 calendar days. The solicitation is set aside for small businesses only, with a NAICS code of 236220 and 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 5th and bids are due on November 26th. Interested parties must register on SAM.gov and monitor FBO.gov for solicitation documents and any amendments. 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
SHEET KEYNOTES
KEY PLAN
C
AA B
DCC
B
10 20 30
Scale in Feet
C
IV
IL
SI
TE
U
TI
LI
TY
P
LA
N
AR
EA
A
A
TH
O M
PS
O
N H
J O
H N
SO
N
L G
AN
D
IA
G
A
CU101
AS SHOWN
29 203 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_CU101.dwg
684448CH
MATCH LINE - SEE CU103
M
AT
C H
L
IN
E
- S
EE
C
U
1. ELECTRICAL CONDUIT, SEE E-100
2. THRUST BLOCK, SEE 3/CU502
3. SEE P-111 FOR CONTINUATION OF PIPING
4. SEE P-101 FOR CONTINUATION OF PIPING
5. STORM DRAIN MANHOLE WITH GRATED COVER,
SEE 4/CU501
6. STORM DRAIN MANHOLE WITH SOLID COVER, SEE
4/CU502
7. ELECTRICAL HAND HOLE, SEE E-504
8. LIGHT POLE, SEE E-100
9. INTERIOR ROOF DRAIN CONNECTION, SEE 4/CU502
10. EXTERIOR ROOF DRAIN CONNECTION, SEE 5/CU502
11. ELECTRICAL MH OR PULLBOX, SEE E-503
12. CLEANOUT, SEE 6/CU501
A. CONTRACTOR TO FIELD VERIFY LOCATION OF ALL
UTILITIES PRIOR TO CONSTRUCTION.
B. CONTRACTOR TO RETAIN AND PROTECT ALL
EXISTING UTILITIES TO REMAIN.
C. CONTRACTOR SHALL PROVIDE ADEQUATE
SUPPORT OF EXISTING UTILITIES WHERE NEW
UTILITIES PASS BELOW THEM, SEE DETAIL 2/CU501.
D. WATER MAINS CROSSING SEWERS SHALL BE LAID
AS CLOSE TO PERPENDICULAR AS POSSIBLE AND
HAVE A MINIMUM VERTICAL DISTANCE OF 18"
BETWEEN OUTSIDE OF PIPES. ONE FULL LENGTH
OF WATER PIPE SHALL BE LOCATED SO BOTH
JOINTS ARE AS FAR FROM SEWER AS POSSIBLE. IF
NOT POSSIBLE, THE SEWER MATERIALS SHALL BE
150 PSI PRESSURE-RATED PIPE MEETING AWWA
STANDARDS.
E. TRENCH UTILITIES PER DETAIL 1/CU501, UNLESS
OTHERWISE SHOWN.
F. REUSE EXISTING ELECTRICAL CONDUIT AS MUCH
AS POSSIBLE BETWEEN LIGHT POLES AND
PULLBOXES.
1" W
3" W
2" NG
EXST 18" SDEXST 18" SDT
STORM DRAIN MANHOLE
RIM: MATCH EXST GRADE
N: 34824.6027 E: 163674.7971
INV IN (E): 1290.30
INV IN (S): 1290.50
INV OUT: 1290.25
STORM DRAIN MANHOLES
RIM: MATCH EXST GRADE
N: 34824.0783 E: 163675.2869
INV IN (SE): 1291.00
INV OUT (NW): 1290.75
STORM DRAIN MANHOLE
RIM: MATCH EXST GRADE
N: 34825.9219 E: 163683.1891
INV IN (NE): 1291.61
INV IN (SE): 1291.74
INV OUT (SW): 1291.51
STORM DRAIN MANHOLEO A NORO AA NHNOOOO RAAAA NNNN
RIM: MATCH EXST GRADERIM: MATCH EXST GRADEEXST GRADERIM: MATCH EXST GRIM: MATCH EX RADEXST GRIM: MARIM: MARIM: MAATCH EXEXATCH EATCH EXXST GXST GRADERADEXST GRADERRRR AAAAAA XXXXXXCHHHHHHH
N: 34823.8800088384NN: 34823 8800N: 34823 88008N: 34823 88008NNNNNNNNNN 04
E: 163680.994646999806686631EE
INV IN (NE):):EE(NINV INNI
INV IN (SE): 1291.45549122) 1E)(SN (NVVIN
INV OUT: 1291.3535519112: 1UTOOUVNNI
EXST 12" SD
INV: 1291.55INV 1291 55 INV: 1291.86INV: 12INV: 1291 862
6"SD @ 0.9%
6"SD @ 1.0%6"SD @ 1.0%
6"SD @ 1.0%%
6"SS INV: 1292.3216 SS INV: 1111VVV6 SS INVVVSS
6"SD @ 0.5%
12"SD @ 0.5%%5%00 5@D @@DD2 S12
12"SD @ 0.5%
12"SD @ 0.5%
SEE NOTE F
TYP
GENERAL SHEET NOTES
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
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T H
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SE
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F D
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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
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SG
N D
R R
EV
IS
IO
N
C H
K
AP
VD
BY
AP
VD
SHEET
DWG
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HD
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N
M
AN
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-9
8/3/2019 3:56:03 PM
AUGUST 2019
C
IV
IL
SI
TE
U
TI
LI
TY
P
LA
N
AR
EA
B
A
TH
O M
PS
O
N H
J O
H N
SO
N
L G
AN
D
IA
G
A
CU102
AS SHOWN
30 203 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_CU102.dwg
684448CHMATCH LINE - SEE CU104
M
AT
C H
L
IN
E
- S
EE
C
U
SHEET KEYNOTES
1. RELOCATED LIGHTPOLE, SEE E-100
2. SEE P-101 FOR CONTINUATION OF PIPING
3. INTERIOR ROOF DRAIN CONNECTION, SEE 4/CU502
4. EXTERIOR ROOF DRAIN CONNECTION, SEE 5/CU502
5. CLEANOUT, SEE 6/CU501
6. SEE F-301 FOR CONTINUATION OF PIPING
7. ELECTRICAL MH OR PULLBOX, SEE E-503
A. CONTRACTOR TO FIELD VERIFY LOCATION OF ALL
UTILITIES PRIOR TO CONSTRUCTION.
B. CONTRACTOR TO RETAIN AND PROTECT ALL
EXISTING UTILITIES TO REMAIN.
C. CONTRACTOR SHALL PROVIDE ADEQUATE
SUPPORT OF EXISTING UTILITIES WHERE NEW
UTILITIES PASS BELOW THEM, SEE DETAIL 2/CU501.
D. WATER MAINS CROSSING SEWERS SHALL BE LAID
AS CLOSE TO PERPENDICULAR AS POSSIBLE AND
HAVE A MINIMUM VERTICAL DISTANCE OF 18"
BETWEEN OUTSIDE OF PIPES. ONE FULL LENGTH
OF WATER PIPE SHALL BE LOCATED SO BOTH
JOINTS ARE AS FAR FROM SEWER AS POSSIBLE. IF
NOT POSSIBLE, THE SEWER MATERIALS SHALL BE
150 PSI PRESSURE-RATED PIPE MEETING AWWA
STANDARDS.
E. TRENCH UTILITIES PER DETAIL 1/CU501, UNLESS
OTHERWISE SHOWN.
EXST 10" SD" SD
EXST 12" SD
EXST 10" SD
6"SD @ 0.9%
6"SD @ 1.0%
INV: 1292.64V
6"SD @ 1.0%0
4 INV: 1294.109
66666 FDC
4"WWWW4
6"SD INV: 1293.83
INV: 1293.95V 9V:VVVVV 9599999VVVVVV 999999
INV: 1294.0704 INV: 1294.1112
6"SD @ 1.0%D 0%00%00@@@SDD6 SS6
TYP
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