W911SA22B2011 Attachment 1 - Sidewalk Section Details.pdf
PDF 14 MB Posted
- Attached to
- Sidewalk Repair Project Federal contract opportunity
- Solicitation number
- W911SA22B2011
About this file
This federal contract opportunity is a solicitation from the Department of the Army Materiel Command Mission and Installation Contracting Command Fort McCoy to upgrade and repair damaged concrete sidewalks and curbs at the Parks Reserve Forces Training Area in Alameda County, California. The construction work will be limited to 8th Street between Davis Avenue and Dougherty Road within the PRFTA cantonment area and will include replacing damaged sidewalks and curbs with new sidewalks and curbs. Offerors should review the attached invitation for bid, statement of work, and other attachments for requirements and response details. The response due date and anticipated award date are not provided.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W911SA22B2011 Abstract.xlsx | XLSX spreadsheet | |
| W911SA22B2011 IFB Amendment 2.pdf | ||
| W911SA22B2011 IFB Amendment 1.pdf | ||
| W911SA22B2011 Attachment 5 SF24.pdf | ||
| W911SA22B2011 IFB.pdf | ||
| W911SA22B2011 Attachment 6 SOW.docx | DOCX document | |
| W911SA22B2011 Attachment 2 - Sidewalk (SF) Quantity.xlsx | XLSX spreadsheet | |
| W911SA22B2011 Attachment 3 - AT-OPSEC.pdf | ||
| W911SA22B2011 Attachment 4 Wage Determination.pdf |
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Text version
REMOVE EXISTING CONCRETE SIDEWALK
AND REPLACE WITH NEW CONCRETE
(fc'=3000 psi) SEE DETAIL 1
REMOVE EXISTING SIDEWALK CONCRETE
AND REPLACE WITH NEW CONCRETE
(fc'=3000 psi) SEE DETAIL 1
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CONSTRUCT NEW CONCRETE
CATCH BASIN SEE SHEET 11
EXISTING CATCH
BASIN TO REMAIN
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REMOVE EXISTING CONCRET ESIDEWALK
(fc'=3000 psi) SEE DETAIL 1
REMOVE EXISTING CURB CONCRETE
SEE DETAIL 4
REMOVE EXISTING CONCRETE SIDEWALK
AND REPLACE WITH NEW CONCRETE
(fc'=3000 psi) SEE DETAIL 1
REMOVE EXISTING CONCRETE
CURB AND GUTTER AND REPLACE
IN KIND MAINTAIN EXISTING EVERE RADIUS
REMOVE EXISTING CURB CONCRETE
AND REPLACE WITH NEW CONCRETE
(fc'=3000 psi) SEE DETAIL 2
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REMOVE EXISTING CONCRETE CURB AND GUTTER
AND REPLACE IN KIND SEE DETAIL 2
REMOVE EXISTING
CATCH BASIN SEE SHEET 11
EXISTING CATCH
BASIN TO REMAIN
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REMOVE EXISTING CONCRETE CURB
(fc'=3000 psi) SEE DETAIL 3, REMOVE EXISTING CONCRETE SIDEWALK
AND REPLACE WITH NEW CONCRETE
(fc'=3000 psi) SEE DETAIL 1
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12.00'
REMOVE EXISTING CONCRETE SIDEWALK
AND REPLACE WITH NEW CONCRETE
(fc'=3000 psi) SEE DETAIL 1
EXISTING CATCH
BASIN TO REMAIN
REMOVE EXISTING CONCRETE
CURB AND GUTTER AND REPLACE
IN KIND MAINTAIN EXISTING EVERE RADIUS
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(fc'=3000 psi) SEE DETAIL 1
REMOVE EXISTING CONCRETE SIDEWALK
AND REPLACE WITH NEW CONCRETE
(fc'=3000 psi) SEE DETAIL 1
REMOVE EXISTING CURB CONCRETE
AND REPLACE WITH NEW CONCRETE
(fc'=3000 psi) SEE DETAIL 2
REMOVE EXISTING CONCRETE CURB
AND REPLACE WITH NEW
CONCRETE (fc'=3000 psi) SEE DETAIL 2
M
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45.00'18.00'
83.00'
EXISTING CATCH
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REMOVE EXISTING CONCRETE
CURB AND GUTTER AND REPLACE
IN KIND MAINTAIN EXISTING EVERE RADIUS
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(fc'=3000 psi) SEE DETAIL 1
REMOVE EXISTING CONCRETE SIDEWALK
AND REPLACE WITH NEW CONCRETE
(fc'=3000 psi) SEE DETAIL 1
REMOVE EXISTING CURB CONCRETE
AND REPLACE WITH NEW CONCRETE
(fc'=3000 psi) SEE DETAIL 3
M
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M
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CONSTRUCT NEW CONCRETE
DRIVEWAY SEE DETAIL 5
REMOVE EXISTING CONCRETE
CURB AND PAVEMENT
EXISTING CATCH
BASIN TO REMAIN
EXISTING CATCH
BASIN TO REMAIN
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(fc'=3000 psi) SEE DETAIL 1
REMOVE EXISTING CONCRETE SIDEWALK
AND REPLACE WITH NEW CONCRETE
(fc'=3000 psi) SEE DETAIL 1
M
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REMOVE EXISTING CONCRETE CURB AND GUTTER
AND REPLACE IN KIND SEE DETAIL 2
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260'
6'
6'
7'
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AND REPLACE WITH NEW CONCRETE
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REMOVE EXISTING CONCRETE SIDEWALK
AND REPLACE WITH NEW CONCRETE
(fc'=3000 psi) SEE DETAIL 6
2% SLOPE
RAMP SLOPE 8%
DETECTABLE WARNING SURFACE
2% SLOPE
RAMP SLOPE 8%
DETECTABLE WARNING SURFACE
NEW CONCRETE
(fc'=3000 psi) SEE DETAIL 6
15.00'
EADGE OF EXISTING ROAD
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76'
8'
REMOVE EXISTING CONCRETE SIDEWALK
AND REPLACE WITH NEW CONCRETE
(fc'=3000 psi) SEE DETAIL 1
75.7310
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191.00' 23.00'
AND REPLACE WITH NEW CONCRETE
(fc'=3000 psi) SEE DETAIL 1
CONCRETE CURB
RAMPS SEE DETAIL 7
CONCRETE CURB
RAMPS SEE DETAIL 7
8.00'
REMOVE EXISTING CURB
CONCRETE CURB
RAMPS SEE DETAIL3
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161.00'23.00'
AND REPLACE WITH NEW CONCRETE
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8.00'
REMOVE EXISTING CURB
CONCRETE CURB
RAMPS SEE DETAIL3
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NEW 14" ELBOW 45°
NEW STORMWATER PIPE 14"
NEW CATCH BASIN
SEE DETAIL 8
EXISTING CATCH BASIN
TO BE REMOVE
EXISTING 14" STORMWATER
PIPE TO BE REMOVE
EXISTING 16" STORMWATER
PIPE TO BE ABANDONED
NEW 21" STORMWATER
PIPE TO BE INSTALL
EXISTING 12"
STORMWATER PIPE
TO BE REMOVE
5.00'
EXISTING 14" STORMWATER
PIPE TO BE REMAIN
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6" CALTRANS CLASS 2 AGGREGATE
BASE COMPACT TO 90% OF
MAXIMUM DRY DENSITY (ASTM D698)
3/4" CHAMFER IN
TURF AREASNEW 4" THICK CONCRETE
SIDEWALK (fc'=3000 psi)
COMPACT 6" OF SUBGRADE
TO 90% OF MAXIMUM DRY
DENSITY (ASTM D698)
FINISH GRADE
TURF AREAS
8.00' 1"
EXISTING CURB &
GUTTER TO REMAIN
NEW WWF
6X6 -W2.0X W2.0
SAWCUT LINE
2"
SIDEWALK DETAIL 1
1% SLOPE6"
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8.00' 1" 2"
SIDEWALK WITH
CURB AND GUTTER
DETAIL 2
1% SLOPE
6" CALTRANS CLASS 2 AGGREGATE
BASE COMPACT TO 90% OF
MAXIMUM DRY DENSITY (ASTM D698)
3/4" CHAMFER IN
TURF AREAS
NEW 4" THICK CONCRETE
SIDEWALK (fc'=3000 psi)
COMPACT 6" OF SUBGRADE
TO 90% OF MAXIMUM DRY
DENSITY (ASTM D698)
FINISH GRADE
TURF AREAS
NEW CONCRETE
CURB & GUTTER
NEW WWF
6X6 -W2.0X W2.0
6" 12"
6"
12"
4" THICK NEW
A.C. PAVMENT
EXISTING ROAD
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2% SLOPE RAMP SLOPE 8%
DETECTABLE WARNING SURFACE
0.50' 3'
8'
5' MIN5' MIN
CONCRETE CURB
RAMPS DETAIL 3
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EXISTING CURB &
GUTTER TO REMAIN
EXISTING CURB &
GUTTER TO REMAIN
NEW 4" THICK CONCRETE
SIDEWALK (fc'=3000 psi)
NEW 4" THICK CONCRETE
SIDEWALK (fc'=3000 psi)
EXISTING CONCRETE
TO REMAIN
NEW CONCRETE CURB
NEW CONCRETE CURB
8% SLOPE
8% SLOPE
SAWCUT LINE
EXISTING ASPHALT
TO REMAIN
7.50'
8.00'
5.00'
8TH STREET CONCRETE
SIDEWALK WITH DRIVEWAY
DETAIL 4
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4'
5'
2'2' DRIVEWAY ENTRANCE WIDTH
8' SIDEWALK 8' SIDEWALK
1'
1' 5' WING 5' WING
2% M
AX2% MAX
EXPANSION JOINT
CONSTRUCTION JOINT
BACK OF CURB - CONSTRUCTION JOINT
DEPRESSED CURB
WARP
WARP
A
A
2% MAX
CURB AND GUTTER
6"
4' RAMP 5'
6"
NEW WWF
6X6 -W2.0X W2.0
12" MIN
4" THICK NEW
A.C. PAVMENT
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LS
DRIVEWAY DETAIL 5
SECTION A-A
6.00' 1.00' 2.00"
SIDEWALK DETAIL 6
1% SLOPE
6" CALTRANS CLASS 2 AGGREGATE
BASE COMPACT TO 90% OF
MAXIMUM DRY DENSITY (ASTM D698)
3/4" CHAMFER IN
TURF AREASNEW 4" THICK CONCRETE
SIDEWALK (fc'=3000 psi)
COMPACT 6" OF SUBGRADE
TO 90% OF MAXIMUM DRY
DENSITY (ASTM D698)
FINISH GRADE
TURF AREAS
NEW WWF
6X6 -W2.0X W2.0
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RAMP
CONCRETE CURB
RAMPS DETAIL 7
DETECTABLE WARNING
SURFACE
EXISTING SIDEWALK
TO REMAINE
1:1
1:1
1:12
6'
3'
4.00'
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24.00"
Wall Reinforcement
KEYED JOINT TYPE
BOTTOM SLAB
REINFORCEMENT
SAME SLOPE AS GUTTER
MATCH ADJACENT
CURB TYPE
36.00"
NEW CATCH BASIN
DETAIL 8
#4
Wall Reinforcement
1 2 3 4 5 6 7 8
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| PRFTA Sidewalk_recover-Part 1 |
| PRFTA Sidewalk_recover-Part 2 |
| Sheets and Views |
| Part 2 |
| PRFTA Sidewalk_recover-Part 3 |
| Sheets and Views |
| Part 3 |
| PRFTA Sidewalk_recover-Part 4 |
| Sheets and Views |
| Part 4 |
| PRFTA Sidewalk_recover-Part 5 |
| Sheets and Views |
| Part 5 |
| PRFTA Sidewalk_recover-Part 6 |
| Sheets and Views |
| Part 6 |
| PRFTA Sidewalk_recover-DAVISE |
| Sheets and Views |
| DAVISE |
| PRFTA Sidewalk_recover-DAVISE (2) |
| Sheets and Views |
| DAVISE (2) |
| PRFTA Sidewalk_recover-Chaple sidewalk |
| Sheets and Views |
| Chaple sidewalk |
| PRFTA Sidewalk_recover-Chaple sidewalk (2) |
| PRFTA Sidewalk_recover-DETAIL 1 |
| PRFTA Sidewalk_recover-DETAIL 2 |
| PRFTA Sidewalk_recover-DETAIL 3 |
| PRFTA Sidewalk_recover-DETAIL 4 |
| Sheets and Views |
| DETAIL 4 |
| PRFTA Sidewalk_recover-DRIVEWAY WIT SIDEWALK DETAIL 5 |
| Sheets and Views |
| DRIVEWAY WIT SIDEWALK DETAIL 5 |
| PRFTA Sidewalk_recover-DETAIL 6 |
| Sheets and Views |
| DETAIL 6 |
| PRFTA Sidewalk_recover-DETAIL 7 |
| Sheets and Views |
| DETAIL 7 |
| PRFTA Sidewalk_recover-DETAIL 8 |
| Sheets and Views |
| DETAIL 8 |
| PRFTA Sidewalk_recover-CATCH BASINE.pdf |
| Sheets and Views |
| CATCH BASINE |
File details come from the government source that posted it. Updated .