Atch3_Drawings.pdf
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- Solicitation number
- FA520526R0001
About this file
This is a set of technical drawings and specifications for an Indefinite Delivery/Indefinite Quantity (IDIQ) contract for roads, pavements, and miscellaneous civil work at Misawa Air Base in Japan. The contract is prepared by the 35 Civil Engineering Squadron, US Air Force, Misawa AB, with a solicitation date of 1-May-26.
The drawing set comprises 18 sheets detailing standard construction details and specifications for civil infrastructure projects at Misawa Air Base and locations within a 40-kilometer radius, including the Fleet Logistics Center Yokosuka Hachinohe Fuel Terminal, with exclusions for the Misawa AB Airfield and Draughon Range. Key technical details include concrete sidewalk specifications (100mm thick concrete with 100mm base course and 250mm sand frost layer), concrete curb designs (both precast and cast-in-place), asphalt pavement crack repair procedures using geotextile, concrete curbs and gutters, handicap pavement markings, standard earthworks for pipe installation, gutter inlet details, box culvert specifications, manhole construction details, bollard sleeve installations, and construction signage requirements. The specifications address transverse and expansion joint requirements for concrete work, snow pole hole placements, and various foundation and base course specifications using RC-40 material. MFH (Military Family Housing) carport areas are specifically identified with separate specifications for streets, sidewalks, and carport surfaces indicated on location maps for both Main Base and North Base areas.
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PREPARED BY:
35 CIVIL ENGINEERING SQUADRON
US AIR FORCE, MISAWA AB
APO AP 96319-5022
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: NH ROADS/PAVEMENTS & MISC. CIVIL WORK IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: NH TITLE SHEET 1 OF 18
SHEET NUMBER
T-1 1
TITLE SHEET
MISAWA AIR BASE
JAPAN
IDIQ CONTRACT
ROADS/PAVEMENTS & MISC. CIVIL WORK
1-May-26
Solicitation No.
Contract No.
SEQ. NO. REF.NO.
1 1 OF 18 T-1 TITLE SHEET
2 2 OF 18 T-2 LIST OF DRAWINGS
3 3 OF 18 T-3 REVISIONS
4 4 OF 18 T-4 LOCATION MAP
5 5 OF 18 T-5 LOCATION MAP (MFH AREA)
6 6 OF 18 T-6 LOCATION MAP (MFH AREA)
7 7 OF 18 C-1 CRACK REPAIR DETAIL (GEOTEXTILE)
8 8 OF 18 C-2 CONCRETE SIDEWALK DETAIL
9 9 OF 18 C-3 CONCRETE CURBS DETAIL
10 10 OF 18 C-4 CONCRETE CURBS & GUTTER DETAIL
11 11 OF 18 C-5 ALPHANUMERIC SYMBOL DETAIL
12 12 OF 18 C-6 HANDICAP PAVEMENT MARKINGS
13 13 OF 18 C-7 STANDARD EARTHWORKS FOR PIPE
14 14 OF 18 C-8 GUTTER INLET DETAIL
15 15 OF 18 C-9 BOX CULVERT DETAIL
16 16 OF 18 C-10 MANHOLE DETAIL
17 17 OF 18 C-11 BOLLARD SLEEVE
18 18 OF 18 C-11 CONSTRUCTION SIGN
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: NH ROADS/PAVEMENTS & MISC. CIVIL WORK IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: NH LIST OF DRAWINGS 2 OF 18
LIST OF DRAWINGS
SHEET NO. DESCRIPTION DATE OF DRAWING/REVISION
SHEET NUMBER
T-2 2
SHEET NO. REV. LTR SYMBOL DATE
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: NH ROADS/PAVEMENTS & MISC. CIVIL WORK IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: NH REVISIONS 3 OF 18
SHEET NUMBER
T-3 3
REVISIONS
APPROVALDESCRIPTION
DRAWING BY: NH ROADS/PAVEMENTS & MISC. CIVIL WORK IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: NH LOCATION MAP 4 OF 18
SHEET NUMBER
T-4 4
LOCATION MAP OF MISAWA AB
Project location is entire Misawa Air Base and locations within 40 km radius from Misawa AB, including its associated sites of Fleet Logistics Center Yokosuka Hachinohe Fuel Terminal, with the exception of the Misawa AB Airfield and Draughon Range., Location Map for Main Base MFH
DRAWING BY: NH ROADS/PAVEMENTS & MISC. CIVIL WORK IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: NH LOCATION MAP (MFH AREA) 5 OF 18
SHEET NUMBER
T-5 5
MFH Carport Areas include the streets, sidewalks and areas under the carports, as indicated in the red lines (ref. Specifications Section 01 11 00, para. 1.1.1.12 thru 1.1.1.16). For the streets not indicated in the red lines, Specifications Section 01 11 00, para.
1.1.1.1 thru 1.1.1.11 applies.
Location Map for Main Base MFH
Location Map for North Base MFH
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: NH ROADS/PAVEMENTS & MISC. CIVIL WORK IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: NH LOCATION MAP (MFH AREA) 6 OF 18
SHEET NUMBER
T-6 6
MFH Carport Areas include the streets, sidewalks and areas under the carports, as indicated in the red lines (ref. Specifications Section 01 11 00, para. 1.1.1.12 thru 1.1.1.16). For the streets not indicated in the red lines, Specifications Section 01 11 00, para.
1.1.1.1 thru 1.1.1.11 applies.
NOTE:
1. THICKNESS OF EXISTING AC SURFACE SHALL BE VERIFIED IN THE FIELD.
2. GEOTEXTILE SHALL EXTEND A MINIMUM 300MM BEYOND CRACK.
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: NH ROADS/PAVEMENTS & MISC. CIVIL WORK IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: NH CRACK REPAIR DETAIL (GEOTEXTILE) 7 OF 18
SHEET NUMBER
C-1 7
CRACK REPAIR DETAIL (GEOTEXTILE)
3. CRACKS WIDTH LESS THAN 20MM SHALL BE FIELD WITH JOINT SEALANT. CRACKS WIDTH LARGER THAN
20MM SHALL BE FILLED WITH A BITUMINOUS MIXTURE OF SAND AND ASPHALT.
CHECKED BY: NH CONCRETE SIDEWALK DETAIL 8 OF 18
SHEET NUMBER
C-2 8
CONCRETE SIDEWALK DETAIL
SECTION
TRANSVERSE CONTRACTION JOINT
NOTES:
1. TRANSVERSE CONTRACTION
JOINTS SHALL BE LOCATED
SUCH THAT THE LENGH
DIMENSION OF THE SLABS IS
NO GREATER THAN 1.25 TIMES
THE WIDTH AND NORMALLY
1.0 TIMES THE WIDTH.
2. EXPANSION JOINTS SHALL
BE CONSTRUCTED NOT MORE
THAN FIVE TIMES THE WIDTH
"W" OF THE WALKWAY.
EXPANTION JOINT
PRECAST CONCRETE CURB BLOCK TYPE A & TYPE C
CAST-IN PLACE CONCRETE CURB 150 MM (BARRIER)
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: NH ROADS/PAVEMENTS & MISC. CIVIL WORK IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: NH CONCRETE CURBS DETAIL 9 OF 18
SHEET NUMBER
C-3 9
CONCRETE CURBS DETAIL
PRECAST A BLOCK & CAST-IN PLACE CONCRETE GUTTER
CAST-IN PLACE STANDARD BARRIER CONCRETE CURB AND GUTTER
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: NH ROADS/PAVEMENTS & MISC. CIVIL WORK IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: NH CONCRETE CURBS & GUTTER DETAIL 10 OF 18
SHEET NUMBER
C-4 10
CONCRETE CURBS & GUTTER DETAIL
CHECKED BY: NH ALPHANUMERIC SYMBOL DETAIL 11 OF 18
SHEET NUMBER
C-5 11
ALPHANUMERIC SYMBOL DETAIL
Unit: mm
DRAWING BY: NH ROADS/PAVEMENTS & MISC. CIVIL WORK IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: NH HANDICAP PAVEMENT MARKINGS 12 OF 18
SHEET NUMBER
C-6 12
HANDICAP PAVEMENT MARKINGS
CHECKED BY: NH STANDARD EARTHWORKS FOR PIPE 13 OF 18
SHEET NUMBER
C-7 13
STANDARD EARTHWORKS FOR PIPE
DRAWING BY: NH ROADS/PAVEMENTS & MISC. CIVIL WORK IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: NH GUTTER INLET DETAIL 14 OF 18
SHEET NUMBER
C-8 14
GUTTER INLET DETAIL
DRAWING BY: NH ROADS/PAVEMENTS & MISC. CIVIL WORK IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: NH BOX CULVERT DETAIL 15 OF 18
SHEET NUMBER
C-9 15
BOX CULVERT DETAIL
DRAWING BY: NH ROADS/PAVEMENTS & MISC. CIVIL WORK IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: NH MANHOLE DETAIL 16 OF 18
SHEET NUMBER
C-10 16
MANHOLE DETAIL
Revised 1 May 26
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: NH ROADS/PAVEMENTS & MISC. CIVIL WORK IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: NH BOLLARD SLEEVE DETAIL 17 OF 18
SHEET NUMBER
C-11r 17
BOLLARD SLEEVE DETAIL
DRAWING BY: NH ROADS/PAVEMENTS & MISC. CIVIL WORK IDIQ CONTRACT CLASS LOG SHEET
CHECKED BY: NH CONSTRUCTION SIGN 18 OF 18
SHEET NUMBER
C-12 18
AF DÉCOR and all characters shall be white space on dark browned background.
CONSTRUCTION SIGN
| 1. T-1 Title sheet |
| Sheet1 |
| 2. T-2 LIST OF DRAWINGS |
| Sheet1 |
| 3. T-3 REVISIONS |
| Sheet1 |
| 4. T-4 LOCATION MAP |
| Sheet1 |
| 5. T-5 LOCATION MAP |
| MFH |
| 6. T-6 LOCATION MAP |
| MFH (2) |
| 7. C-1 Geotextile |
| Sheet1 |
| 8. C-2 Sidealk |
| Sheet1 |
| 9. C-3 Curbs |
| Sheet1 |
| 10. C-4 Curbs and Gutter |
| Sheet1 |
| 11. C-5 VISITOR |
| Sheet1 |
| 12. C-6 Handicap |
| Sheet1 |
| 13. C-7 Digging Utility |
| Sheet1 |
| 14. C-8 Inlet |
| Sheet1 |
| 15. C-9 Box Culvert |
| Sheet1 |
| 16. C-10 Manhole |
| Sheet1 |
| 17. C-11 Bollard Sleeve |
| Sheet1 |
| 18. C-12 Project Sign |
| Sheet1 |
File details come from the government source that posted it. Updated .