Attach6_Civil_4c.pdf

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Attached to
REPLACE FIRE STATION Federal contract opportunity
Solicitation number
W50S8R-20-B-0001
Issued by
Department of the Army Ohio Army National Guard

About this file

This solicitation notice seeks bids for a replace fire station project at Mansfield Air National Guard Base in Ohio. The project includes construction of a new aircraft rescue firefighting station to provide emergency response to aircraft incidents at the base. Optional bid items include additional concrete paving and specialized equipment. Bids are set aside for small businesses with revenues under $39.5 million. The pre-bid conference is scheduled for November 5th and bids are due November 26th, with award to follow. The project is estimated to cost between $10-20 million and have a 660 day performance period. Interested contractors must register in the System for Award Management to receive solicitation documents from the Federal Business Opportunities website.

Volume 6 - CIVIL

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Other files for this federal contract opportunity

Other files attached to REPLACE FIRE STATION, newest first.
File Type Posted
Abstract_FIRE_signed.pdf PDF
bid opening attendees.pdf PDF
RFI_17.pdf PDF
A-601 - DOOR-WINDOW SCHEDULES.pdf PDF
RFI_15.pdf PDF
RFI_19.pdf PDF
A-602 - INTERIOR FINISH-COLOR SCHEDULE.pdf PDF
RFI_18.pdf PDF
RFI_13.pdf PDF
RFI_14.pdf PDF
RFI_16.pdf PDF
RFI_12.pdf PDF
RFI_08 attach.pdf PDF
RFI_08.pdf PDF
RFI_07.pdf PDF
RFI_09.pdf PDF
RFI_10_attachment.pdf PDF
RFI_10.pdf PDF
RFI_11.pdf PDF
RFI_06.pdf PDF
Pre-Bid_minutes,_data.pdf PDF
RFI_4.pdf PDF
RFI_3.pdf PDF
RFI_3_attachment.pdf PDF
RFI_2.pdf PDF
Attach6_Civil_6a.pdf PDF
Attach6_Civil_8a.pdf PDF
Attach6_Civil_5d.pdf PDF
Attach6_Civil_9.pdf PDF
Attach6_Civil_8b.pdf PDF
Attach6_Telecommunications.pdf PDF
Attach6_Architectural.pdf PDF
Attach6_Civil_6b.pdf PDF
Attach6_Civil_7.pdf PDF
Attach6_Civil_5b.pdf PDF
Attach6_Plumbing.pdf PDF
Attach6_Mechanical.pdf PDF
Attach4_Vol_4_Specifications.pdf PDF
Attach1_Vol_1_BOD.pdf PDF
Attach8_RFI_template.doc DOC document
Attach6_Civil_1b.pdf PDF
Attach6_Civil_1a.pdf PDF
EXHIBIT_A-Communications_Equipment.xlsx XLSX spreadsheet
EXHIBIT_B_Sealed_Bid_Reminders.pdf PDF
Attach3_Vol_3_Specifications.pdf PDF
Attach5_Vol_5_Specifications.pdf PDF
Attach6_Civil_5a.pdf PDF
Attach6_Civil_2.pdf PDF
Attach6_Civil_5c.pdf PDF
Attach6_Fire_Protection.pdf PDF
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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 ADJACENT

GRADES EXCEPT WHERE ELEVATIONS OR CONTOURS ARE

SHOWN. PROVIDE SMOOTH TRANSITION BETWEEN NEW

AND EXISTING SURFACES.

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. 9" PCCP, SEE 3/C-501

2. ADA SIGN, SEE 3/C-503

3. 3" MIN AC PAVEMENT, SEE 6/C-502

4. 5' WIDE CONCRETE SIDEWALK, SEE 2/C-501

5. 4' WIDE CONCRETE VALLEY GUTTER, SEE 4/C-502

6. CONCRETE CURB RAMP, SEE 6/C-501

7. INSTALL WEED BARRIER APPROVED BY CO OR

SEPARATION GEOTEXTILE AND 4" GRAVEL SURFACING

8. RESTORE AREA WITH SOD

9. ADA MARKING, SEE 1/C-503, 2/C-503

10. ADD NEW CATCH BASIN FRAME AND GRATE, ADJUST

TO NEW FINISH GRADE ELEVATION

11. CONCRETE TO ASPHALT TRANSITION, SEE 9/C-501

12. CONCRETE CURB AND GUTTER, SEE DETAIL 5/C-501

13. BOLLARD, SEE 2/C-502

14. CURB TAPER, SEE DETAIL 8/C-501

15. 4" WIDE WHITE PAVEMENT MARKING

16. 4" WIDE, YELLOW "NO PARKING" STRIPING AT 45

DEGREE ANGLE WITH 3' SPACING; NO PARKING TEXT

TO BE 24" TALL

17. 4" WIDE WHITE PAVEMENT MARKINGS AT 45 DEGREE

ANGLE WITH 3' SPACING

18. PROVIDE EXPANSION JOINT AT INTERFACE OF

BUILDING AND CONCRETE APRON, SEE DETAIL 9/C-503

19. CONCRETE STOOP CENTERED ON WALL OPENING,

WxL, SEE DETAIL 4/S-502

20. NOT USED

21. AREA INLET, SEE 1/CU803

22. CONCRETE VERTICAL CURB, SEE 5/C-502

23. CONCRETE WHEEL STOP, SEE 4/C-501

24. CATCH BASIN, SEE 6/CU502

25. CONSTRUCTION JOINT, SEE 5/C-503

26. 2' WIDE CONCRETE VALLEY GUTTER, SEE 4/C-502

27. BOLLARD, SEE 7/C-502

28. MATCH EXISTING GRADE

29. OWS, SEE CU101

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File details come from the government source that posted it. Updated .