Attach6_Civil_4b.pdf
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- 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 Ohio. The project includes construction of a new Aircraft Rescue Fire Fighting facility to provide emergency response services to the airfield and installation aircraft. Optional items include additional concrete paving and four-fold apparatus doors. The pre-bid conference is scheduled for November 5, 2019 and bids are due by November 26, 2019. The project is set aside for small businesses with a NAICS code of 236220 and size standard of $39.5 million. The estimated value is between $10-20 million. Interested parties should register in SAM and monitor the FedBizOpps website for amendments and associated documents. The Department of the Army Ohio Army National Guard is the issuing agency.
Volume 6 - CIVIL
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GENERAL SHEET NOTES
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GENERAL SHEET NOTES
A. ALL SURFACES DISTURBED DURING CONSTRUCTION SHALLA. ALL SURFACES DISTURBED DURING CONSTRUCTION SHALLA. ALL SURFACES DISTURBED DURING CONSTRUCTION SHALLA. ALL SURFACES DISTURBED DURING CONSTRUCTION SHALL
BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION.BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION.BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION.BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION.
EXTENT OF RESTORATION IS APPROXIMATE AND ISEXTENT OF RESTORATION IS APPROXIMATE AND ISEXTENT OF RESTORATION IS APPROXIMATE AND ISEXTENT OF RESTORATION IS APPROXIMATE AND IS DEPENDENT UPON CONSTRUCTION ACTIVITIES.DEPENDENT UPON CONSTRUCTION ACTIVITIES.DEPENDENT UPON CONSTRUCTION ACTIVITIES.DEPENDENT UPON CONSTRUCTION ACTIVITIES.
B. UTILITY TRENCHES SHALL BE RESTORED PER DETAILB. UTILITY TRENCHES SHALL BE RESTORED PER DETAILB. UTILITY TRENCHES SHALL BE RESTORED PER DETAILB. UTILITY TRENCHES SHALL BE RESTORED PER DETAIL 1/C-501. SURFACES TO MATCH EXISTING UNLESS1/C-501. SURFACES TO MATCH EXISTING UNLESS1/C-501. SURFACES TO MATCH EXISTING UNLESS1/C-501. SURFACES TO MATCH EXISTING UNLESS OTHERWISE SHOWN ON PLANS.OTHERWISE SHOWN ON PLANS.OTHERWISE SHOWN ON PLANS.OTHERWISE SHOWN ON PLANS.
C. COORDINATE WITH CONTRACTING OFFICER LOCATION OFC. COORDINATE WITH CONTRACTING OFFICER LOCATION OFC. COORDINATE WITH CONTRACTING OFFICER LOCATION OFC. COORDINATE WITH CONTRACTING OFFICER LOCATION OF ONE ELECTRIC VEHICLE PARKING SPACE AND CHARGINGONE ELECTRIC VEHICLE PARKING SPACE AND CHARGINGONE ELECTRIC VEHICLE PARKING SPACE AND CHARGINGONE ELECTRIC VEHICLE PARKING SPACE AND CHARGING STATION. PROVIDE SIGN TO READ "PARKING FOR ELECTRICSTATION. PROVIDE SIGN TO READ "PARKING FOR ELECTRICSTATION. PROVIDE SIGN TO READ "PARKING FOR ELECTRICSTATION. PROVIDE SIGN TO READ "PARKING FOR ELECTRIC VEHICLES ONLY". SIGN AND POST SIMILAR TO 3/C-503.VEHICLES ONLY". SIGN AND POST SIMILAR TO 3/C-503.VEHICLES ONLY". SIGN AND POST SIMILAR TO 3/C-503.VEHICLES ONLY". SIGN AND POST SIMILAR TO 3/C-503.
D. ALL NEW SURFACES ARE TO MATCH EXISTING GRADESD. ALL NEW SURFACES ARE TO MATCH EXISTING GRADESD. ALL NEW SURFACES ARE TO MATCH EXISTING GRADESD. ALL NEW SURFACES ARE TO MATCH EXISTING GRADES EXCEPT WHERE ELEVATIONS OR CONTOURS ARE SHOWN.EXCEPT WHERE ELEVATIONS OR CONTOURS ARE SHOWN.EXCEPT WHERE ELEVATIONS OR CONTOURS ARE SHOWN.EXCEPT WHERE ELEVATIONS OR CONTOURS ARE SHOWN.
E. ALL NEW IMPERVIOUS SURFACES SHALL SLOPE AWAYE. ALL NEW IMPERVIOUS SURFACES SHALL SLOPE AWAYE. ALL NEW IMPERVIOUS SURFACES SHALL SLOPE AWAYE. ALL NEW IMPERVIOUS SURFACES SHALL SLOPE AWAY FROM THE BUILDING AT 2% MINIMUM UNLESS OTHERWISEFROM THE BUILDING AT 2% MINIMUM UNLESS OTHERWISEFROM THE BUILDING AT 2% MINIMUM UNLESS OTHERWISEFROM THE BUILDING AT 2% MINIMUM UNLESS OTHERWISE
SHOWN.SHOWN.SHOWN.SHOWN.
F. WORK SHOWN REPRESENTS THE BASE BID. SEE SHEETSF. WORK SHOWN REPRESENTS THE BASE BID. SEE SHEETSF. WORK SHOWN REPRESENTS THE BASE BID. SEE SHEETSF. WORK SHOWN REPRESENTS THE BASE BID. SEE SHEETS C-105 THROUGH C-108 FOR BID OPTIONS.C-105 THROUGH C-108 FOR BID OPTIONS.C-105 THROUGH C-108 FOR BID OPTIONS.C-105 THROUGH C-108 FOR BID OPTIONS.
G. JOINTS NEAR CURVED PAVEMENT EDGES SHALL BEG. JOINTS NEAR CURVED PAVEMENT EDGES SHALL BEG. JOINTS NEAR CURVED PAVEMENT EDGES SHALL BEG. JOINTS NEAR CURVED PAVEMENT EDGES SHALL BE TURNED TO MEET CURVED EDGE AT 90 DEGREES.TURNED TO MEET CURVED EDGE AT 90 DEGREES.TURNED TO MEET CURVED EDGE AT 90 DEGREES.TURNED TO MEET CURVED EDGE AT 90 DEGREES.
IRREGULAR OR ODD SHAPED PAVEMENT SHALL BEIRREGULAR OR ODD SHAPED PAVEMENT SHALL BEIRREGULAR OR ODD SHAPED PAVEMENT SHALL BEIRREGULAR OR ODD SHAPED PAVEMENT SHALL BE
REINFORCED WITHREINFORCED WITHREINFORCED WITHREINFORCED WITH
SHEET KEYNOTESSHEET KEYNOTESSHEET KEYNOTESSHEET KEYNOTES
1. 6" PCCP, SEE 3/C-5011. 6" PCCP, SEE 3/C-5011. 6" PCCP, SEE 3/C-5011. 6" PCCP, SEE 3/C-501
2. 2' WIDE CONCRETE VALLEY GUTTER, SEE 4/C-5022. 2' WIDE CONCRETE VALLEY GUTTER, SEE 4/C-5022. 2' WIDE CONCRETE VALLEY GUTTER, SEE 4/C-5022. 2' WIDE CONCRETE VALLEY GUTTER, SEE 4/C-502
3. 3" MIN AC PAVEMENT, SEE 6/C-5023. 3" MIN AC PAVEMENT, SEE 6/C-5023. 3" MIN AC PAVEMENT, SEE 6/C-5023. 3" MIN AC PAVEMENT, SEE 6/C-502
4. 5' WIDE CONCRETE SIDEWALK, SEE 2/C-5014. 5' WIDE CONCRETE SIDEWALK, SEE 2/C-5014. 5' WIDE CONCRETE SIDEWALK, SEE 2/C-5014. 5' WIDE CONCRETE SIDEWALK, SEE 2/C-501
5. CATCH BASIN, SEE 6/CU5025. CATCH BASIN, SEE 6/CU5025. CATCH BASIN, SEE 6/CU5025. CATCH BASIN, SEE 6/CU502
6. CURB INLET, SEE 7/CU5026. CURB INLET, SEE 7/CU5026. CURB INLET, SEE 7/CU5026. CURB INLET, SEE 7/CU502
7. INSTALL WEED BARRIER APPROVED BY CO OR7. INSTALL WEED BARRIER APPROVED BY CO OR7. INSTALL WEED BARRIER APPROVED BY CO OR7. INSTALL WEED BARRIER APPROVED BY CO OR SEPARATION GEOTEXTILE AND 4" GRAVEL SURFACINGSEPARATION GEOTEXTILE AND 4" GRAVEL SURFACINGSEPARATION GEOTEXTILE AND 4" GRAVEL SURFACINGSEPARATION GEOTEXTILE AND 4" GRAVEL SURFACING
8. RESTORE AREA WITH SOD8. RESTORE AREA WITH SOD8. RESTORE AREA WITH SOD8. RESTORE AREA WITH SOD
9. CONCRETE VERTICAL CURB, SEE 5/C-5029. CONCRETE VERTICAL CURB, SEE 5/C-5029. CONCRETE VERTICAL CURB, SEE 5/C-5029. CONCRETE VERTICAL CURB, SEE 5/C-502
10. 4' WIDE CONCRETE VALLEY GUTTER, SEE 4/C-50210. 4' WIDE CONCRETE VALLEY GUTTER, SEE 4/C-50210. 4' WIDE CONCRETE VALLEY GUTTER, SEE 4/C-50210. 4' WIDE CONCRETE VALLEY GUTTER, SEE 4/C-502
11. STORM DRAIN MANHOLE, SEE 4/CU50111. STORM DRAIN MANHOLE, SEE 4/CU50111. STORM DRAIN MANHOLE, SEE 4/CU50111. STORM DRAIN MANHOLE, SEE 4/CU501
12. ADA MARKING, SEE 2/C-50312. ADA MARKING, SEE 2/C-50312. ADA MARKING, SEE 2/C-50312. ADA MARKING, SEE 2/C-503
13. CONSTRUCTION JOINT, 5/C-50313. CONSTRUCTION JOINT, 5/C-50313. CONSTRUCTION JOINT, 5/C-50313. CONSTRUCTION JOINT, 5/C-503
14. PROVIDE EXPANSION JOINT AT INTERFACE OF14. PROVIDE EXPANSION JOINT AT INTERFACE OF14. PROVIDE EXPANSION JOINT AT INTERFACE OF14. PROVIDE EXPANSION JOINT AT INTERFACE OF BUILDING AND CONCRETE APRON. SEE 8/C-503BUILDING AND CONCRETE APRON. SEE 8/C-503BUILDING AND CONCRETE APRON. SEE 8/C-503BUILDING AND CONCRETE APRON. SEE 8/C-503
15. BIKE RACKS ON CONCRETE PAD, SEE 4/C-50315. BIKE RACKS ON CONCRETE PAD, SEE 4/C-50315. BIKE RACKS ON CONCRETE PAD, SEE 4/C-50315. BIKE RACKS ON CONCRETE PAD, SEE 4/C-503
16. CONCRETE CURB RAMP, SEE 6/C-50116. CONCRETE CURB RAMP, SEE 6/C-50116. CONCRETE CURB RAMP, SEE 6/C-50116. CONCRETE CURB RAMP, SEE 6/C-501
17. GENERATOR, SEE E-10017. GENERATOR, SEE E-10017. GENERATOR, SEE E-10017. GENERATOR, SEE E-100
18. COMMUNICATIONS TOWER, SEE 5/S-50318. COMMUNICATIONS TOWER, SEE 5/S-50318. COMMUNICATIONS TOWER, SEE 5/S-50318. COMMUNICATIONS TOWER, SEE 5/S-503
19. CONCRETE STOOP CENTERED ON WALL OPENING,19. CONCRETE STOOP CENTERED ON WALL OPENING,19. CONCRETE STOOP CENTERED ON WALL OPENING,19. CONCRETE STOOP CENTERED ON WALL OPENING, WxL, SEE DETAIL 4/S-502WxL, SEE DETAIL 4/S-502WxL, SEE DETAIL 4/S-502WxL, SEE DETAIL 4/S-502
20. 4" WIDE WHITE PAVEMENT MARKINGS20. 4" WIDE WHITE PAVEMENT MARKINGS20. 4" WIDE WHITE PAVEMENT MARKINGS20. 4" WIDE WHITE PAVEMENT MARKINGS
21. CONCRETE CURB AND GUTTER, SEE DETAIL 5/C-50121. CONCRETE CURB AND GUTTER, SEE DETAIL 5/C-50121. CONCRETE CURB AND GUTTER, SEE DETAIL 5/C-50121. CONCRETE CURB AND GUTTER, SEE DETAIL 5/C-501
22. ADA SIGN, SEE 3/C-50322. ADA SIGN, SEE 3/C-50322. ADA SIGN, SEE 3/C-50322. ADA SIGN, SEE 3/C-503
23. AREA INLET, SEE 1/CU50323. AREA INLET, SEE 1/CU50323. AREA INLET, SEE 1/CU50323. AREA INLET, SEE 1/CU503
24. 6" MIN PCCP, SEE 1/C-50124. 6" MIN PCCP, SEE 1/C-50124. 6" MIN PCCP, SEE 1/C-50124. 6" MIN PCCP, SEE 1/C-501
25. TRANSFORMER, SEE E-10025. TRANSFORMER, SEE E-10025. TRANSFORMER, SEE E-10025. TRANSFORMER, SEE E-100
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4 84 4 84 84 884 +
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1295.23 +
1295.23 +
1295.23 +
1295.23 +++++
(EX(EX(EX(EXX.)X.)X.)X.)X )X )X )X )
111111294.71 +
1294.71 +
1294.71 +
1294.71 +17777429999912222
121111
1294.41 +1294.41 +1294.41 +1294.41 ++14 44449999444422221 ++++++++++++1 +++++++++++++++++++++++++++++++
MATCH LINE - SEE BELOW RIGHT
MATCH LINE - SEE INSET ABOVE LEFT
3.
9% 3.
9% 3.
9% 3.
9%%%%%%%%%%9 3333 1.
9% 1.
9% 1.
9% 1.
9%%%%%%%9999 1.
1.
1.
1.
999999999999
.9%.9%.9%.9%%1.91.91.91.999991.91.91.91.9
1295.53+ 1295.53+ 1295.53+ 1295.53+ 22229999
++++5+5+5+5+
1295.75+
1295.75+
1295.75+
1295.75+ 777777775 7775 75 7775.7555 775 77775 7
++++5+5+5+5++++++++++++
2.
0%
2.
0%
2.
0%
2.
0%%0%%%%
22222
+++++1++++1295.75
+1295.75
+1295.75
+1295.75 9999999999999999999999999999999
+1+1+1+1+1+1+1+1+1+1+1+1+1+1+1+1+++
5555555555555
96.03+ 96.03+ 96.03+ 96.03+
29292929
+++++1
+1
+1
+1
55.7
5.7
5.7
5.7
000000000000000000000000000000000
++++ 296.25 296.25 296.25 296.25
+129 +129 +129 +129 +1+1+1+1+ 296296296296 ++++++++++++++1+1+1+1+++++++++++++1+1+1+1
+1+1+1+1+1296.15
+1296.15
+1296.15
+1296.155555
11111 +1+1+1+1++++++++++++
5555151515155555 1295.75
1295.71295.71295.775 +75 +75 +75 +++++++++++777759999
+++++++++757575757777
2.
2.
2.
2.
1111111111111111111111111111
1294.81
1294.81 1294.81
1294.811 +
81888
6.5% 6.5% 6.5% 6.5%%%%%
112121212296.15 +
296.15 +
296.15 +
296.15 +
11111111121212121212111111111111111111111111111111111111111111111111111112111111129292929
1296.15
1296.15 1296.15
1296.1515 +
15 + 15 + 15 +++++++++++++++
1111111111111111121212121212121211111111222212121212111111111111111111111111121212121111111111111111111111111111111111121212121111111111111111111111111111112121212
15151515 222222222222
'-0 " T
YP
'-0
" T
YP
'-0 " T
YP
'-0
" T
YP
SEESEESEESEE
GENERALGENERALGENERALGENERALEEEEENENENENGGGGGGGGGGGGGGGG
NOTE 6NOTE 6NOTE 6NOTE 6NNNNNNNN
5'X5'5'X5'5'X5'5'X5'
5'X5'5'X5'5'X5'5'X5'55555
X1X1X1X110'10'10'10'4.25'X4.25'X4.25'X4.25'X25'5'5'5' 1111XXXX25'X252525'X'X'X'XX
EXIST ACEXIST ACEXIST ACEXIST AC
PAVEMENTPAVEMENTPAVEMENTPAVEMENT
CCCCCCCCSSSS CEXIST PCCP
PAVEMENT
S CS CS CS CEXIST AC
PAVEMENT
S CCS CCS CCS CCCEXIST PCCP
PAVEMENT
File details come from the government source that posted it. Updated .