Attch 8 - Sample Project - Repave Asphalt Area DWGs.pdf

PDF 1 MB Posted

Attached to
2021 Civil Works IDIQ Federal contract opportunity
Solicitation number
FA441721R0002
Issued by
Department of the Air Force Special Operations Command

View the file

Other files for this federal contract opportunity

Other files attached to 2021 Civil Works IDIQ, newest first.
File Type Posted
Solicitation Amendment FA441721R00020001.pdf PDF
Attch 1 - Contract Line Item Listing (Bid Schedule) Rev 1.xlsx XLSX spreadsheet
FA441721R0002 - Questions and Answers.pdf PDF
Pre-Proposal Conference_Site Visit Sign-in Roster.pdf PDF
Memo for Record - FA441721R0002 Pre-Proposal Conference_Site Visit.pdf PDF
Attch 4 - Past_Present Performance Questionnaire.pdf PDF
Attch 7 - Sample Project - Repave Asphalt Area SOW.pdf PDF
Attch 2 - Specifications for Base Civil Works IDIQ.pdf PDF
Attch 6 - Sample Project - Repave Asphalt Area WTA.pdf PDF
Attch 10 - Seed Project - Repair Road Drainage and Stormdrain DWGs.pdf PDF
Attch 11 - Seed Project - Repair Road Drainage and Stormdrain Utility Map.pdf PDF
Attch 12 - Seed Project - Repair Road Drainage and Stormdrain WTA.pdf PDF
Attch 1 - Contract Line Item Listing (Bid Schedule).xlsx XLSX spreadsheet
Attch 3 - FL20210179 Wage Determination.pdf PDF
Attch 5 - Financial Institution Reference Sheet.pdf PDF
Attch 9 - Seed Project - Repair Road Drainage and Stormdrain SOW.pdf PDF
Solicitation FA441721R0002 - 2021 Civil Works IDIQ.pdf PDF
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07JULY20

J. DESTEFANO

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SAMPLE PROJECT

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HURLBURT FIELD, FL.

SAMPLE PROJECT

REPAIR ASPHALT AREA

EXISTING CONDITIONS

TITLE SHEET

C1

SITE PLANC2

T1

DETAILSC3

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BUILDING NO.:

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APP'D

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17'

57'

29'

30'

EXISTING 6" THICK

CONCRETE PAVEMENT

(NOTE 1)

EXISTING CONCRETE PIER

TO REMAIN

SAMPLE PROJECT

REPAVE ASPHALT AREA

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- FENCE

- WATER LINE

- EXISTING CONTOURS

- FINAL SPOT ELEVATIONS

- WATER VALVE

- FDOT TYPE "E" GRATE INLET

- GROUNDING POINT

W

EXISTING FDOT TYPE "E"

GRATE INLET TO REMAIN

T.E. = 12.00'

INV EL = 4.00'

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14'

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EXISTING 2" THICK ASPHALT (NOTE 1)

x

NOTES:

1. REMOVE EXISTING SUBGRADE, BASE, AND PAVEMENT

WHERE SHOWN

2. REMOVE EXISTING CURB AND GUTTER FIVE FEET (5')

PAST EDGE OF ASPHALT PAVEMENT.

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SAWCUT CONCRETE

6" DIA EXISTING

WATER LINE

EXISTING 6' HIGH

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TO REMAIN

REMOVE 73' EX.

CURB & GUTTER

(RADIUS 118')

10'

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SAMPLE

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LAYOUT SIZE 24"x36"

CONNECT TO EXISTING

FDOT TYPE "E" GRATE INLET

T.E. = 12.00'

INV EL = 6.00'

12.5'

12.5' X 15'

SLABS

(TYP)

EXISTING CONCRETE PIER

TO REMAIN

SAMPLE PROJECT

REPAVE ASPHALT AREA

(TYP)

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NOTES:

1. PLACE THICKENED EDGE CONCRETE SLABS TO MATCH EXISTING CONCRETE

2. SLABS TO BE 12.5' X 15' AS SHOWN DOWELS TO BE 3/4" Ø X 15"LONG 15" O.C

3. INSTALL EXPANSION JOINT BETWEEN NEW CONCRETE AND NEW TYPE F CURB &

GUTTER.

3. INSTALL 4 GROUND RODS (3/4"Ø X 10' LONG) ALL COUNTERPOSED TOGETHER PER

SECTION 16170 OF THE CIVIL I.D. / I.Q. SPECIFICATIONS AT LOCATIONS SHOWN ON

PLAN. PROVIDE CLAMP GROUNDING POINTS ON SURFACE PER U.F.C.3-260-01

4. INSTALL NEW RIBBON CURB AND TRANSITION FROM RIBBON CURBING TO FDOT

TYPE "F" CURB AND GUTTER OVER A PERIOD OF 5' AS SHOWN IN DETAIL 6 ON SHEET

C3.

5. ALL DISTURBED AREAS DUE TO CONSTRUCTION ARE TO BE SODDED

GROUND

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- FINAL SPOT ELEVATIONS

- WATER VALVE

- FDOT TYPE "E" GRATE INLET

- GROUNDING POINT

W

INSTALL

NEW 6"

WATER LINE

6" EXISTING WATER LINE

TO BE ABANDONED IN PLACE

INSTALL 6"

HYDRANT

AND GATE

VALVE

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12.5'

12.0' x x x x x x x x x x x

INSTALL 64LF OF 24" DIA RCP

(CLASS III PIPE)

@ SLOPE = 0.005 FT/FT

CONSTRUCT FDOT TYPE 10 (4')

CURB INLET TOP AND BOX

I.E. = 6.32'

2' SOD STRIP

2' SOD STRIP

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EXISTING 6' HIGH

CHAIN LINK FENCE

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INSTALL FDOT TYPE F

CURB & GUTTER

INSTALL FDOT TYPE F

CURB & GUTTER

6" EXISTING WATER LINE

TO BE ABANDONED IN PLACE

EXISTING

FDOT TYPE

"F" CURB &

GUTTER

INSTALL RIBBON

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SAMPLE

SCALE 1" = 10'

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- THICKENED EDGE EXPANSION JOINT

- DOWELED CONSTRUCTION JOINT

- CONTRACTION JOINT

- THICKENED EDGE

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SAMPLE PROJECT

REPAVE ASPHALT AREA

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SAMPLE

6" THICK 750 FLEX

CONCRETE

6" THICK COMPACTED

GAB TO 100% MODIFIED

PROCTOR

12" THICK COMPACTED

SUBGRADE AT 98%

MODIFIED PROCTOR

5' MIN.

CURB & GUTTER

DETAIL (TYPE F)

NTS

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CURB TRANSITION

TO RIBON DETAIL

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SUBGRADE

TYPICAL RIBBON CURB

NTS

FILL

MATERIAL

1/2" TO 1"

NTS

JOINT SEALANT

NTS

THICKENED EDGE

EXPANSION JOINT

NTS

DOWELED

CONSTRUCTION JOINT

NTS

LONGITUDINAL

CONTRACTION JOINT

NTS

CONCRETE SLAB

DETAIL, X-SECTION

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PREVENT JOINT SEALANTS FROM BONDING TO BOTTOM OF RESERVOIR.

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FLOWING INTO SAWCUT; TO SEPARATE NONCOMPATIBLE MATERIALS AND

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NONABSORBENT BACKER MATERIAL REQUIRED TO PREVENT SEALANT FROM

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2" FOR 6" PAVEMENT

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MATERIAL

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BACKER

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RECESS =

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BOTTOM

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JOINT

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CRACK

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INITIAL SAWCUT

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POURED JOINT SEALER

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PAVEMENT SURFACE

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JET FUEL RESISTANT

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JOINT SEAL SEE DETAIL 1

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PAINT AND OIL

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ONE END OF DOWEL

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SLIP FIT

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20" LONG DOWEL

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SPACED 15" ON CENTER.

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EXPANSION CAP,

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1.25" DIAMETER BY

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EXISTING PCC

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NEW PCC

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PAVEMENT

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THICKNESS

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JOINT FILLER

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3/4" NON-EXTRUDING

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INCHES

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INCHES

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EXISTING CONCRETE

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TOP OF CURB

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TOP OF TOE

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TOP OF RIBBON CURB

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PAVEMENT LINE

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TO P.L.

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1-1/2" BATTER PLL.-P.L.

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1/2" MAX WHEN CURB IS ON HIGH SIDE

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AutoCAD SHX Text 1/2" MAX WHEN CURB IS ON LOW SIDE. 1" NORMAL WHEN BOTH CURBS ARE AT SAME ELEV. AND BOTH GUTTERS ARE TO CARRY DRAINAGE.

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LEVEL

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JOINT SEAL SEE DETAIL 1

JOINT SEAL SEE DETAIL 1

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