Attachment 3 - Demo AAFES Warehouse DWG.pdf

PDF 3 MB Posted Nov 26, 2019

Attached to: DEMO AAFES Warehouse Federal contract opportunity
Solicitation number: FA301020R0005
Issued by: Department of the Air Force Air Education and Training Command

About this file

Written by GovTribe AI · Dec 28, 2023

This pre-solicitation notice seeks proposals for the demolition of Building 4503 AAFES Warehouse and associated facilities at Keesler Air Force Base, Mississippi. Interested Service-Disabled Veteran Owned small businesses may submit proposals for the project, which includes demolishing the approximately 4,050 square foot wooden warehouse building and concrete loading docks, removing debris, backfilling, grading, and sodding the area. The estimated value of construction is between $250,000 and $500,000. The solicitation package will be posted on November 27, 2019 with proposals due by December 31, 2019. The contract performance period will be 120 days after notice to proceed. All contractors must register in SAM prior to award. Questions may be directed to the specified contracting staff.

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Other files for this federal contract opportunity

Other files attached to DEMO AAFES Warehouse, newest first.
File	Type	Posted
Solicitation Amendment FA301020R00050002 SF 30.pdf	PDF	Dec 20, 2019
Solicitation Amendment FA301020R00050001 SF 30.pdf	PDF	Dec 17, 2019
Site Visit Sign In.pdf	PDF	Dec 5, 2019
Attachment 10 - Notice of Compliance.pdf	PDF	Nov 26, 2019
Attachment 4 - Demo AAFES Warehouse Wage Determination.pdf	PDF	Nov 26, 2019
Attachment 5 - AF66.xlsx	XLSX spreadsheet	Nov 26, 2019
Attachment 6 - Past Performance Questionnaire.pdf	PDF	Nov 26, 2019
Attachment 9 - SF 1444.pdf	PDF	Nov 26, 2019
Attachment 1 - Demo AAFES Warehouse SOW.pdf	PDF	Nov 26, 2019
Attachment 7 - Past Performance Reference List.pdf	PDF	Nov 26, 2019
Solicitation - FA301020R0005.pdf	PDF	Nov 26, 2019
Attachment 2 - Demo AAFES Warehouse Specs.pdf	PDF	Nov 26, 2019
Attachment 8 - Demo AAFES Warehouse Haz Mat Rpt.pdf	PDF	Nov 26, 2019

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"J" ST

PROJECT SITE

INDEX OF DRAWINGS

KEESLER AFB, MS

1 TITLE SHEET

KEESLER AFB, MISSISSIPPI

OCTOBER 2019

NOT TO SCALE

LOCATION PLAN, DEMO AAFES WAREHOUSE

EXISTING PLAN

INTERSTATE 10

U .S

. H W

U.S. HWY 90

I-1

HARRISON COUNTY, MS

PROJECT SITE

VICINITY MAP

3 WAREHOUSE LAYOUR

DEMO AAFES WAREHOUSE

4 DEMOLITION PLAN

1 2 3 4 5 6 7 8

DEMO AAFES WAREHOUSE

COMMERCIAL GATE

5 UTILITY DEMOLITION

6 CONSTRUCTION PLAN

7 CONCRETE DETAIL

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PLOESTI DR.

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ZONE

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APPROACH

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PLOESTI DR.

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RESERVATION BOUNDARY

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PLOESTI DR.

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GRN-30

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ILS

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LOCALIZER

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GLIDE ANG

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OVER RUN

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CLEAR ZONE

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FALCON ST

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PHANTOM ST

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THUNDERBOLT ST

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HERCULES ST

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GALAXY ST

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PLOESTI DR

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PHANTOM ST

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APRON # 1

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WT#5

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CONC

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PAD

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PKG

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PKG

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PKG

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PKG

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PKG

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CHAIN LINK FENCE LINE

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TOP OF CATCH BASIN

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CONCRETE

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COVERED

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PAVILLION

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BASKET BALL COURT

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VOLLEY BALL COURT

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GAZEBO

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PLANTER

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PLANTER

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PLANTER

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CONCRETE SIDEWALK

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AREA

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AREA

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AREA

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CONCRETE

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SURFACE

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CONCRETE

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DUMPSTER

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PLANTER

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AREA

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AREA

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PLANTER

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AREA

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AREA

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SURFACE

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PLANTER

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PLANTER

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PLOESTI DRIVE

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CONCRETE

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SURFACE

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VOLLEY BALL COURT

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BASKET BALL COURT

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PHANTOM ST

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PARADE LANE

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PARADE LANE

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FY00

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FY99

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FY00

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FY99

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LARCHER BLVD.

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PLOESTI DR

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HANGAR RD

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GEN CHAPPIE JAMES AVE

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REC

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FOREST

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CEMETERY

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PINE HAVEN

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SOUTH

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PLOESTI DR

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AIRATION

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SOILS

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VINE ST.

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AUTO

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WASH

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RACK

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PAD

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BERM

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RODEO DR.

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TOWER

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HARMON CIR

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FETCHET DR

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FETCHET DR

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PATTON DR

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HOLLYWOOD BLVD.

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CURTIS DR

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PETERS AVE

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VANDENBERG DR

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POOL

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TAXIWAY CHARLIE

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NE - SW RUNWAY

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TAXIWAY ECHO

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TRUE BEARING N-35-31-31 E

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FMQ-8

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CONTROL

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TOWER

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MEADOWS DR

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HANGAR DR

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AIRCRAFT PARKING

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AIRCRAFT PARKING APRON #2

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ANTENNA

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FARM

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TAXIWAY ALPHA

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5' ASPHALT CART PATH

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ROCK FILL

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ROCK FILL

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LIGHTING DETECTION SYSTEM

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FMQ-13

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SENSOR 1

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BASE OPS / WX

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TACAN

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AN/FRN-45

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SERVICE DR

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MEADOWS DR

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"E" ST

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GEN CHAPPIE JAMES AVE.

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"E" ST

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"D" ST

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BLAST FENCE

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ZERO ST

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FIRST ST

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SECOND ST

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GATE 9

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FIFTH ST

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"E" ST

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"D" ST

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BAUGHMAN BLVD

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THIRD ST

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"G" ST

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"H" ST

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FISHER ST

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LARCHER BLVD

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LARCHER BLVD

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OAKLAWN PLACE

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LAFAYETTE STREET

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TENNIS COURTS

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"G"ST

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MEADOWS DR

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PLAYGROUND

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WASH

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RACK

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HOUSING

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DONWOOD

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FORREST AVE.

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WEST

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BAYVIEW

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DRIVE

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PKG

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MARQUEE

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RAMP

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RAMP

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CONCRETE SIDEWALK

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MITCHELL CIR

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VANDENBERG DR

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MARINA

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INSTRUMENT RUNWAY

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62"HX102"W RCAP

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18" RCP

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KENSINGTON

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DEVON WAY

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BEVERLY DR

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BAYVIEW ST

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PLOESTI DR

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YORKSHIRE DR

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KENSINGTON

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DRIVE

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OAK PARK

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WHERRY

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HOUSING

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OVER RUN

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LUKE DR.

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ARLINGTON RD

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FAIRWAY

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CONCORD RD

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ANDREWS

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BEN AVON

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MINDEN RD

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BACK

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BAY

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BILOXI

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CONCORD RD

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TREMONT

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TAXIWAY FOXTROT

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PLOESTI DRIVE

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PLOESTI DRIVE

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KENSINGTON

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LOUISVILLE & NASHVILLE R.R.

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PERRY DRIVE

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IRISH HILL DR.

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PLOESTI DR.

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ZONE

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APPROACH

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PLOESTI DR.

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ST. MARY BLVD.

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GORDON AVENUE

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AVENUE

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PASS ROAD

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RESERVATION BOUNDARY

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PLOESTI DR.

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COURT

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MOBILE HOME

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VANDENBERG

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LEWIS AVENUE

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ST. MARTHA AVENUE

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GRN-30

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ILS

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LOCALIZER

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GLIDE ANG

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BAYLY DRIVE

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JUDGE SEKUL

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AVENUE

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BELVEDERE STREET

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CHEROKEE STREET

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FOREST

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CEMETERY

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WHERRY HOUSING

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PINE HAVEN

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ROBERTSON ST

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SOUTH

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THIRD ST

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"C" ST

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AutoCAD SHX Text Big Lake

AutoCAD SHX Text Back Bay of Biloxi

AutoCAD SHX Text Bernard Bayou

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AutoCAD SHX Text Biloxi River

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AutoCAD SHX Text Tchoutacabouffa River

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AutoCAD SHX Text Ship Island

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AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command

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KEESLER AIR FORCE BASE

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OFFICE OF CIVIL ENGINEERS

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BILOXI

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MISSISSIPPI

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SUBMITTED

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RECOMMENDED

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FACILITY NO.

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DESIGNED:

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DRAWN:

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CHECKED:

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DATE:

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SCALE:

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PROJECT NUMBER:

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DRAWING NO:

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SHEET

AutoCAD SHX Text Chief of Contracts Design

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DESIGNED:

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DESIGNED:

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MAHG 18-1095

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1 OF 7 OF 77

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A. MARASCAMARASCA

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G. M. REED

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C. STAFFORD

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C. STAFFORD

AutoCAD SHX Text 10 21 2019

L A

R C

H E

L V

M S

1 2 3 4 5 6 7 8

DEMO AAFES WAREHOUSE

BACKGROUND LEGEND

PARKING LOT/ DRIVEWAY

GREEN SPACE

SIDEWALK

1. SUPPLY AND INSTALL APPROXIMATELY 1200 LF OF TEMPORARY FENCE AROUND PERIMETER OF DEMOLITION.

2. SUPPLY AND INSTALL ENVIRONMENTAL DRAINAGE FILTER CLOTH AROUND DRAINAGE INLETS SURROUNDING DEMOLITION SITE.

CONSTRUCTION NOTES

STRUCTURE

scale

AAFES WAREHOUSE

DUMPSTER PAD AND FENCE

LIGHT POLESIDE DRAINLIGHT POLESIDE DRAIN

SITE EXTENTS

TEMPORARY FENCE

AND SITE EXTENTS

PARKING LOT

AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command

AutoCAD SHX Text

KEESLER AIR FORCE BASE

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OFFICE OF CIVIL ENGINEERS

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BILOXI

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MISSISSIPPI

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SUBMITTED

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RECOMMENDED

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FACILITY NO.

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DESIGNED:

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DRAWN:

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CHECKED:

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DATE:

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SCALE:

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PROJECT NUMBER:

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DRAWING NO:

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SHEET

AutoCAD SHX Text Chief of Contracts Design

AutoCAD SHX Text Chief of Engineering

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DESIGNED:

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DESIGNED:

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MAHG 18-1095

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2 OF 7 OF 77

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A. MARASCAMARASCA

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G. M. REED

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C. STAFFORD

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C. STAFFORD

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EXISTING SITE PLAN

AutoCAD SHX Text 1" = 32'-0"

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WAREHOUSE STORAGE WAREHOUSE STORAGE

W A

I T

I N

O O

LAB

LATRINE

OFFICE

I M

M U

N I Z

A T

I O

EQUIP.

ROOM

E Q

U I P

R O

O M

CLOSET

ENTRY

S T

O R

A G

OFFICE

LOADING DOCK

O V

E R

H A

N G

C O

R R

I D

O R

PARKING LOT

S I D

E W

A L

1 2 3 4 5 6 7 8

DEMO AAFES WAREHOUSE

1. WAREHOUSE IS APPROXIMATELY 68 FEET WIDE, INCLUDING FRONT AND REAR LOADING DOCKS, AND 165 FEET LONG. HIGHEST POINT IS

APPROXIMATELY 11 FEET.

2. WAREHOUSE IS PRIMARILY WOODEN WITH GRADE 60 STEEL INTERIOR BEAM SUPPORTS. LOADING DOCKS ARE CONCRETE.

3. ASBESTOS HAS BEEN FOUND WITHIN WAREHOUSE. ASBESTOS HAS BEEN FOUND WITHIN JOINT SEALANT COMPOUND WITHIN DOORWAYS, TILE FLOORING, AND BLACK MASTIC.

CONSTRUCTION NOTES

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AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command

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KEESLER AIR FORCE BASE

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OFFICE OF CIVIL ENGINEERS

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BILOXI

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MISSISSIPPI

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SUBMITTED

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RECOMMENDED

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FACILITY NO.

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DESIGNED:

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DRAWN:

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CHECKED:

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DATE:

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SCALE:

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PROJECT NUMBER:

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DRAWING NO:

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SHEET

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DESIGNED:

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DESIGNED:

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MAHG 18-1095

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3 OF 7 OF 77

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A. MARASCAMARASCA

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G. M. REED

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C. STAFFORD

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C. STAFFORD

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BUILDING LAYOUT

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NOT TO SCALE

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68'

165'

11'

10'

120'

72'

167'

40'

22'

10'

14'

15'

186'

52'

55'-6"

31'-6"

84'-6"

1 2 3 4 5 6 7 8

DEMO AAFES WAREHOUSE

BACKGROUND LEGEND

PARKING LOT/ DRIVEWAY

GREEN SPACE

SIDEWALK

1. SEVERAL MATERIALS WITHIN THE BUILDING HAVE TESTED POSITIVE FOR ASBESTOS CONTAINING MATERIALS. CONTRACTOR IS RESPONSIBLE FOR ASBESTOS ABATEMENT. ASBESTOS HAS BEEN FOUND WITHIN JOINT SEALANT COMPOUND WITHIN DOORWAYS, TILE FLOORING, AND BLACK MASTIC. REFER TO SECTION 4.6 OF STATEMENT OF WORK AND COORDINATE WITH VECTRUS CE ENVIRONMENTAL FOR PROPER PROCEDURES

INVOLVING ASBESTOS ABATEMENT.

2. THERE IS NO POWER CURRENTLY SERVICING WAREHOUSE BUILDING. CONTRACTOR MUST SUPPLY GENERATORS FOR POWER SUPPLY DURING

ABATEMENT.

3. DEMOLISH AND REMOVE ALL OBJECTS, MACHINERY, PIPING, AND MATERIALS INSIDE AAFES WAREHOUSE.

4. DEMOLISH AND COMPLETELY REMOVE BUILDING 4503 AAFES WAREHOUSE INCLUDING FACILITY FOUNDATIONS AND LOADING DOCKS, APPROXIMATELY 4050 SY. WAREHOUSE BUILDING IS APPROXIMATELY 11 FEET AT HIGHEST POINT. HAUL AND REMOVE ALL DEBRIS FROM SITE.

DISPOSE OF ALL DEBRIS OFFSITE.

5. SHRUBBERY ADJACENT TO BUILDING CAN BE REMOVED AND DISCARDED DURING THE DEMOLITION PHASE.

6. DEMOLISH AND COMPLETELY REMOVE APPROXIMATELY 513 SQUARE YARDS OF EXISTING CONCRETE PARKING LOT AND 34 LINEAR FEET OF

NEARBY 6 FEET HIGH PRIVACY FENCE AND 16 SQUARE YARDS OF CONCRETE PAD.

7. DEMOLISH AND COMPLETELY REMOVE EXISTING CONCRETE SIDEWALK EAST OF THE WAREHOUSE BUILDING.

8. DEMOLISH AND COMPLETELY REMOVE 1440 SY OF ASPHALT PAVEMENT NORTH OF AAFES WAREHOUSE. REMOVE ENTIRE EXISTING ASPHALT

ROADWAY FROM 2 FEET EAST OF EXISTING SIDE DRAIN AT INTERSECTION OF T AND M STREET TO END OF CUL-DE-SAC.

CONSTRUCTION NOTES

STRUCTURE TO BE

DEMOLISHED

scale

APPROXIMATELY 1250 SY OF WOODEN

STRUCTURE AND CONCRETE LOADING

DOCKS TO BE DEMOLISHED

APPROXIMATELY 576 SY

OF CONCRETE PARKING

LOT TO BE DEMOLISHED

APPROXIMATELY 16 SY OF

CONCRETE PAD AND 34 LF

OF 6 FT TALL FENCING TO

BE DEMOLISHED

APPROXIMATELY 1440 SY OF

ASPHALT TO BE DEMOLISHED

APPROXIMATELY 71 LF

OF 6 IN. HIGH, 18" WIDE

CONCRETE CURB TO BE

DEMOLISHED

APPROXIMATELY 121 SY OF CONCRETE

SIDEWALK TO BE DEMOLISHED

APPROXIMATELY 370 LF

OF 6 IN. HIGH, 18" WIDE

CONCRETE CURB TO BE

DEMOLISHED

APPROXIMATELY 45 LF

OF 6 IN. HIGH, 18" WIDE

CONCRETE CURB TO BE

DEMOLISHED

APPROXIMATELY 35 LF OF 6 IN.

HIGH, 18" WIDE CONCRETE

CURB TO BE DEMOLISHED

EXTENTS OF ROAD

AND CURB CUT

SITE EXTENTS

CURB INLET NOT TO

BE DISTURBED

AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command

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KEESLER AIR FORCE BASE

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OFFICE OF CIVIL ENGINEERS

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BILOXI

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MISSISSIPPI

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SUBMITTED

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RECOMMENDED

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FACILITY NO.

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DESIGNED:

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DRAWN:

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CHECKED:

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DATE:

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SCALE:

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PROJECT NUMBER:

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DRAWING NO:

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SHEET

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DESIGNED:

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DESIGNED:

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MAHG 18-1095

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4 OF 7 OF 77

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A. MARASCAMARASCA

AutoCAD SHX Text

G. M. REED

AutoCAD SHX Text

C. STAFFORD

AutoCAD SHX Text

C. STAFFORD

AutoCAD SHX Text 10 21 2019

AutoCAD SHX Text

DEMOLITION PLAN

AutoCAD SHX Text 1" = 16'-0"

AutoCAD SHX Text 3.0

G A

S G

A S

G A

S G

A S

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

G A

S G

A S

G A

S G

A S

G A

S G

A S

GAS

G A

S G

A S

G A

S G

A S

G A

S G

A S

G A

S G

A S

G A

GAS

S S

WWWWWWWWWWWWWWWWWWWWWWWWWWWW

W W

WW WW

PPPPPPPPPPPPPPPPPPPPPPPPP

P P

P P P P P P P P P P P P P P P P P P P P P P P P P P P P

P P P P

PPP

P P

P P P P P P

P P

M S

W W

1 2 3 4 5 6 7 8

DEMO AAFES WAREHOUSE

BACKGROUND LEGEND

PARKING LOT/ DRIVEWAY

GREEN SPACE

SIDEWALK

1. COORDINATE WITH VECTRUS TO CUT, CAP, AND REMOVE ALL UTILITY LINES CONNECTED TO BUILDING EXCEPT COMMUNICATIONS LINES.

LOCATION AND DIAMETER OF UTILITY LINES SHOWN IN DRAWINGS MAY VARY IN FIELD. COMMUNICATION LINES WILL BE REMOVED BY COMM.

2. DISCONNECT AND REMOVE EXISTING STREET LIGHTS AND FOOTINGS FROM ELECTRICAL GRID ALONG M STREET.

3. DEMOLISH AND REMOVE TWO 3 WIDE X 5 FEET LONG X 3 FEET DEEP CURB INLETS FROM ALONG M STREET. CAP AND REMOVE APPROXIMATELY

195 LINEAR FEET OF EXISTING 10 INCH CONCRETE STORM DRAIN BEFORE CURB INLET AT EASTERN EDGE OF INTERSECTION OF M AND T STREETS.

CONSTRUCTION NOTES

STRUCTURE TO BE

DEMOLISHED

scale

ELECTRICAL LINE

WATER LINE

WASTEWATER LINE

STORMSEWER LINE

GAS LINE

1 IN. WATER LINE TO BE

CAPPED AND REMOVED

EXTENTS OF ROAD

AND CURB CUT

CAP AND REMOVE

APPROXIMATELY 195 LF

OF EXISTING 10 IN

STORM DRAIN LINE.

SITE EXTENTS

CURB INLET NOT TO

BE DISTURBED

1 IN. ELECTRICAL CONDUIT TO

BE CAPPED AND REMOVED

2 IN. GAS LINE TO BE

CAPPED AND REMOVED

1 IN. WATER LINE TO BE

CAPPED AND REMOVED

LIGHT POLE TO BE

REMOVED

LIGHT POLE TO BE

REMOVED

CURB INLET TO BE

REMOVED

LIGHT POLE TO BE

REMOVED

6 IN. SEWER LINE TO BE

CAPPED AND REMOVED

GAS

SS SS

WW WW

W W

P P

AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command

AutoCAD SHX Text

KEESLER AIR FORCE BASE

AutoCAD SHX Text

OFFICE OF CIVIL ENGINEERS

AutoCAD SHX Text

BILOXI

AutoCAD SHX Text

MISSISSIPPI

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

FACILITY NO.

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PROJECT NUMBER:

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Chief of Contracts Design

AutoCAD SHX Text Chief of Engineering

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

MAHG 18-1095

AutoCAD SHX Text

5 OF 7 OF 77

AutoCAD SHX Text

A. MARASCAMARASCA

AutoCAD SHX Text

G. M. REED

AutoCAD SHX Text

C. STAFFORD

AutoCAD SHX Text

C. STAFFORD

AutoCAD SHX Text 10 21 2019

AutoCAD SHX Text

UTILITY DEMOLITION

AutoCAD SHX Text 1" = 16'-0"

AutoCAD SHX Text 4.0

M S

108'

93'

193'

115'

106'

47'-6"

415'

38'

35'

1 2 3 4 5 6 7 8

DEMO AAFES WAREHOUSE

1. AT BOTH FACILITY FOOTPRINTS AND DEMOLISHED SIDEWALKS, INSTALL APPROXIMATELY 3100 CY OF SELECT FILL TO RAISE GRADE TO BEST FIT NATURAL GROUND. COMPACT FILL TO AT LEAST 85% STANDARD PROCTOR DENSITY. SLOPE TO ENSURE POSITIVE DRAINAGE TO PREVENT

PONDING WATER.

2. AT WESTERN END OF ROADWAY CUT EXTENTS, TWO FEET AWAY FROM CURB INLET TO REMAIN, CONSTRUCT FORMS AND POUR APPROXIMATELY 38 LF OF 6 INCH HIGH 3000 PSI CONCRETE CURB. USE NO. 4 REBAR LAID 6 INCHES ON CENTER WITH 3 INCH COVER. TIE INTO

EXISTING CONCRETE CURB.

3. INSTALL ½ INCH EXPANSION JOINTS WHERE PROPOSED CONCRETE TIES INTO EXISTING CURBS.

4. SUPPLY AND INSTALL APPROXIMATELY 3400 SY OF SODDING AT FILLED IN AREAS.

5. ANY AREAS OUTSIDE OF SCOPE DAMAGED DURING DEMOLITION MUST BE RESTORED TO EXISTING CONDITIONS.

6. ALL SOD SHALL BE CENTIPEDE SODDING. WATER AND MAINTAIN SOD FOR 60 DAYS.

7. DO NOT USE RED CLAY MATERIAL AS SELECT FILL.

8. REMOVE TEMPORARY FENCE AFTER CONSTRUCTION IS COMPLETE.

CONSTRUCTION NOTES

scale

INSTALL APPROXIMATELY 3100 CY OF

SELECT FILL AND APPROXIMATELY

3400 SY OF CENTIPEDE SODDING

POUR APPROXIMATELY

38 LF OF 6 IN HIGH AND

18 INCH WIDE 3000 PSI

CONCRETE CURB.

BACKGROUND LEGEND

PARKING LOT/ DRIVEWAY

GREEN SPACE

SITE EXTENTS

SIDE DRAIN TO REMAINSIDE DRAIN TO REMAIN

AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command

AutoCAD SHX Text

KEESLER AIR FORCE BASE

AutoCAD SHX Text

OFFICE OF CIVIL ENGINEERS

AutoCAD SHX Text

BILOXI

AutoCAD SHX Text

MISSISSIPPI

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

FACILITY NO.

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PROJECT NUMBER:

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Chief of Contracts Design

AutoCAD SHX Text Chief of Engineering

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

MAHG 18-1095

AutoCAD SHX Text

6 OF 7 OF 77

AutoCAD SHX Text

A. MARASCAMARASCA

AutoCAD SHX Text

G. M. REED

AutoCAD SHX Text

C. STAFFORD

AutoCAD SHX Text

C. STAFFORD

AutoCAD SHX Text 10 21 2019

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text 1" = 16'-0"

AutoCAD SHX Text 5.0

0.75"

6.0"

R0.50"

1'-11.0"7.0"

11.0"

R1.00"

6.0"

4.0"

1 2 3 4 5 6 7 8

DEMO AAFES WAREHOUSE

ASPHALT PAVEMENTNEW 3000 PSI

CONCRETE CURB

CRUSHED LIMESTONE

AGGREGATE

NO. 4 REBAR

6 INCHES O.C.

scale

A.AT WESTERN END OF ROADWAY CUT EXTENTS, TWO FEET AWAY FROM SIDE DRAIN TO REMAIN, CONSTRUCT FORMS AND POUR

APPROXIMATELY 38 LF OF 6 INCH HIGH 3000 PSI CONCRETE CURB.

B. USE NO. 4 REBAR LAID 6 INCHES ON CENTER WITH 3 INCH COVER. TIE INTO EXISTING CONCRETE CURB.

C.SUPPLY AND INSTALL APPROXIMATELY 6.5 SY OF 4 INCH THICK LAYER OF CRUSHED LIMESTONE AGGREGATE UNDERNEATH PROPOSED

CURB.

D.COMPACT AGGREGATE TO 95% STANDARD PROCTOR DENSITY.

CONSTRUCTION KEYED NOTES

AutoCAD SHX Text United States Air Force Air Education and Training Command United States Air Force Air Education and Training Command

AutoCAD SHX Text

KEESLER AIR FORCE BASE

AutoCAD SHX Text

OFFICE OF CIVIL ENGINEERS

AutoCAD SHX Text

BILOXI

AutoCAD SHX Text

MISSISSIPPI

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

RECOMMENDED

AutoCAD SHX Text

FACILITY NO.

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PROJECT NUMBER:

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Chief of Contracts Design

AutoCAD SHX Text Chief of Engineering

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

MAHG 18-1095

AutoCAD SHX Text

7 OF 7 OF 77

AutoCAD SHX Text

A. MARASCAMARASCA

AutoCAD SHX Text

G. M. REED

AutoCAD SHX Text

C. STAFFORD

AutoCAD SHX Text

C. STAFFORD

AutoCAD SHX Text 10 21 2019

AutoCAD SHX Text

CURB DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text 6.0

Sheets and Views

B4503_Demo-Title

B4503_Demo-Existing

B4503_Demo-BLDG_Layout

B4503_Demo-Demolition

B4503_Demo-Utility_Demo

B4503_Demo-Construction

B4503_Demo-Concrete

File details come from the government source that posted it. Updated Nov 26, 2019.