Attach6_Civil_8b.pdf
PDF 8 MB Posted
- Attached to
- REPLACE FIRE STATION Federal contract opportunity
- Solicitation number
- W50S8R-20-B-0001
About this file
This solicitation package includes plans and specifications for a federal construction project to replace an existing fire station at Mansfield Air National Guard Base in Ohio. Key details include the scope of work such as demolition of the existing station and new construction to provide aircraft rescue and firefighting services. The project is estimated to take 660 days to complete. Optional line items include concrete paving and equipment. The solicitation is set aside for small businesses with a NAICS code of 236220 and size standard of $39.5 million. The magnitude is estimated between $10-20 million. The pre-bid conference is scheduled for November 5, 2019 with bids due on November 26, 2019. Plans and specifications are available through the Federal Business Opportunities website. Interested parties should register in the System for Award Management and monitor the website for any amendments.
Volume 6 - CIVIL
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Text version
GENERAL SHEET NOTES
KEY PLAN
CC
A B
DCCC
B
10 20 30
Scale in Feet
FILENAME: PLOT DATE: PLOT TIME:
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684448_CU103.dwg
684448CH
MATCH LINE - SEE CU101
M
AT
C H
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IN
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- S
EE
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SHEET KEYNOTES
1. ELECTRICAL CONDUIT, SEE E-100
2. 4"x8"x8" TEE AND ISOLATION VALVE, SEE 8/CU501
3. THRUST BLOCK, SEE 3/CU502
4. CLEANOUT, SEE 6/CU501
5. TIE INTO EXISTING SANITARY SEWER LATERAL
WITH SERVICE TAPPING SLEEVE, SEE 4/CU502
6. BENCHED UTILITY TRENCH, SEE 2/CU503
7. SEE T-111 FOR CONTINUATION OF PIPING
8. TIE INTO EXISTING GAS MAIN
9. CORE DRILL EXISTING COMM VAULT, SEE 1/CU502
10. SEE P-101 FOR CONTINUATION OF PIPING
11. ELECTRICAL MH OR PULLBOX, SEE E-503
12. RELOCATED LIGHT, SEE E-100
13. CATCH BASIN, SEE 6/CU502
14. EXTERIOR ROOF DRAIN CONNECTION, SEE 5/CU502
15. GENERATOR AND TRANSFORMER, SEE E-100
16. COMMUNICATIONS TOWER
17. AREA INLET, SEE 1/CU503
18. CATCH BASIN, SEE 6/CU502
19. STORM DRAIN MANHOLE WITH SOLID COVER, SEE
4/CU502
20. CURB INLET, SEE 8/CU502
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.
MATCH LINE - SEE BELOW RIGHT
MATCH LINE - SEE INSET ABOVE LEFT
101010
6"SS @ 1.4%
2" NG
3" W
33322
SEE NOTE DN
AREA DRAINA RAAAA RRAAAAA DDDRDR
RIM: 1295.0M
N: 34822.1421244 224444 2222
E: 163692.8510 .1 .8.E: 2..EEE
INV OUT (SE): 1292.90)TT T I T (
SUMP: 1292.44PP 44M 44SSSSU
CATCH BASINCATC NNASBAAHCCHTTCCAAC
RIM: 1294.8: 1294.884 882991MR MR
N: 34819.0030030000148833NN
E: 163692.5735557335592696316E:E
INV IN (NE): 1292.50050922291) NE(NNNVVNV
INV OUT (SW): 1292.393939222:WW)SWT (UTOOVV ONN
SUMP: 1291.8988991291P:MMUUS
STORM DRAIN MANHOLET D A ETT R A ESTTT DD MA LE
RIM: 1294.8
N: 34819.40618 1818 118888 1111 E: 163685.1425: 5 .1E:: 5
INV IN (S): 1291.95
INV OUT (NW): 1291.89O W) 8U W):W) 898OOOO WWW)W) 8888
SUMP: 1291.4SU 2U 9S 2
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CURB INLETU EU T
TBC: 1294.914444
N: 34819.75788188888 8 E: 163688.009333393.
INV OUT (S): 1292.20111112VVVVVVVVVV SSSVVVVVVVVVVVV (SSSS
SUMP: 1291.707.7.7. 0PPPP:PPPPPPP
EXST SS MH-2X
RIM: 1296.16 (EXST)RIM: 1296.16 (EXST)R 9 XRR 99 XXRRRR 9999 XXXXRIM: 1296.16 (EXST)RIM: 1296.16 (EXST)
INV IN (NE): 1289.21 (EXST)INV IN (NE): 1289.21 (EXST)
INV IN (NW): 1288.66 (EXST)
INV OUT (SW): 1288.59 (EXST)
6"SS INV: 1288.44
4 - 4" COMMC
12"SD @ 0.5%5%%0 5@ 0@@DD "S22
12"SD @ 0.5%
12"SD @ 1.0%0%.0%
TYPTTTTTTTT INV: 1293.38INV 129 .38 INV: 1292.6929
4"SS @ 1.4%SSSSSSSS %@ %@@ 1 4%%
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SEE NOTE F
111111
TYP
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4 - 4" COMM
2" NG
3" W
2 - 4" COMM
GENERAL SHEET NOTES
KEY PLAN
C
A B
DDCC
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
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TH
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C H
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D O
C U
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T H
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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
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HD
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FI
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M
AN
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A N
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LE
3)
-0
F
AX
0)
-9
8/3/2019 3:58:01 PM
AUGUST 2019
C
IV
IL
SI
TE
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TI
LI
TY
P
LA
N
AR
EA
D
A
TH
O M
PS
O
N H
J O
H N
SO
N
L G
AN
D
IA
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A
CU104
AS SHOWN
32 203 TY
PE
B -3
F
IN
AL
D
P
EA
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SO
N
-0 8-
IS
SU
ED
F O
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O N
ST
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TI
O
N D
P D
P
684448_CU104.dwg
684448CH
MATCH LINE - SEE CU102
M
AT
C H
L
IN
E
- S
EE
C
U
SHEET KEYNOTES
1. ELECTRICAL CONDUIT, SEE E-100
2. 8"x8"x8" TEE AND ISOLATION VALVE, SEE 8/C-501
3. THRUST BLOCK, SEE 3/CU502
4. SANITARY SEWER CLEANOUT, SEE B1/P-502
5. OWS, SEE 3/CU-503
6. FIRE HYDRANT, SEE 3/F-503
7. POST INDICATOR VALVE, SEE 1/F-503
8. FIRE DEPARTMENT CONNECTION, 3/F-503
9. 2" VENT, SEE P-101
10. SEE P-101 FOR CONTINUATION OF PIPING
11. AREA INLET, SEE 1/CU-503
12. CATCH BASIN, SEE 6/CU-502
13. ADJUST GRATED COVER TO NEW RIM ELEVATION
14. CLEANOUT, SEE 6/CU-501
15. SEE F-301 FOR CONTINUATION OF PIPING
16. EXTERIOR ROOF DRAIN CONNECTION, SEE
5/CU-502
17. 3"x8"x8" TEE AND ISOLATION VALVE, SEE 8/CU-501
18. RELOCATED LIGHT POLE, SEE E-100
19. 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.
F. REUSE EXISTING ELECTRICAL CONDUIT AS MUCH AS
POSSIBLE BETWEEN LIGHT POLES AND PULLBOXES.
28" WWW"
EX SDMHS MHMMSSDX SEXE
RIM: 1295.2M 25 22912M:RR
CATCH BASINATC ASSSB S
RIM: 1295.0RI 9599 0
N: 34824.79594828288822882 7778 9599 E: 163698.799316 3698.
INV OUT: 1293.25IN OUTUUTOUOUUIININNN 1INV OI
AREA DRAIN INLETR
RIM: 1295.00MM 00MMMM 0000
N: 34824.860422428222 4 E: 163695.9026
INV OUT: 1293.25V 1VV 2VVVV 1111
INV: 1294.25V
NV: 1293.9699NI V: 1293V: NV: 1293V: 129329 999
161616
6" SDSD" S6
INV: 1294.444444494.291V:NI
6" SS
INV: 1291.33
6" SS @ 1%@@@@
6" SS @ 1%S
6" SD @ 1%D %6 DD
6" SD @ 1%"6
6" SD @ 1%
INV: 1293.13321V 39INV: 1293 132V
6" SD @ 0.5%%5%%0@ 0@@SDD S6
6" SS @ 1%%%%@S @@SSS" S66
6" SD
INV: 1293.63
6" SS
INV: 1291.0492299291V
6" SSSS" S6
INV: 1290.400400221VVIN
19191
EX SS MHMH
RIM EL: 1296.31 (EX)(EEL
INV EL (SW): 1290.87 (EX)87 NV
INV EL (SE): 1291.31 (EX)(EXININI
INV EL (E): 1291.18 (EX)NV
INV EL (N): 1290.93 (EX)EL (N
INV EL (N): 1292.21 (EX)L (N
SEE NOTE F
INV: 1294.90
13131
14141
TYPPTY
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