A06_Specs_Drawings_AdminWareBldgSidewalk.pdf

3 MB Posted

Attached to
SIDEWALK REPLACEMENT - ELKO BLM WAREHOUSE
Solicitation number
140L3920Q0092
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File Type Posted
B08_BidSchedule_AdminWareBldgSidewalk.pdf PDF
Sol_140L3920Q0092.pdf PDF
B03_DBA WD_NV20200015.pdf PDF
A04_SOW_ElkoWarehouseSidewalk.pdf PDF

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3, BUREAU OF LAND MANAGEMENT

U.S. DEPARTMENT OF THE INTERIOR

PROJECT SUMMARY:

Demo/Replace approximately 137

SqYds of concrete side walk with ramps and construct approximately

130 LinFt of curb and gutter.

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BUREAU OF LAND MANAGEMENT

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UNITED STATES DEPARTMENT OF THE INTERIOR

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APPROVED

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REVISION

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REVIEWED BY

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ELKO NEVADA

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ELKO DISTRICT OFFICE

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COORDINATOR

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SHEET

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ELKO DISTRICT OFFICE COMPLEX

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WAREHOUSE CONCRETE PROJECT

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PROJECT LOCATION

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WAREHOUSE AND

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SHOP BUILDING

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FF=5150.93

Add to Coordinates

Northings 28,482,000.00

Eastings 615,000.00

Elevations 5100.00

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50.93 TOC

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WAREHOUSE AND

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SHOP BUILDING

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FF=5150.93

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N=594.47 E=924.95 ELEV=50.43 FL

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N=593.52 E=939.89 ELEV=50.24 FL

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N=580.05 E=951.76 ELEV=50.28 FL

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N=567.29 E=962.99 ELEV=50.30 FL

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N=576.74 E=948.01 ELEV=50.88 TOC

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N=572.24 E=951.97 ELEV=50.38 TOC

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N=568.49 E=955.28 ELEV=50.38 TOC

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N=563.98 E=959.24 ELEV=50.88 TOC

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N=555.34 E=966.07 ELEV=50.86 TOC

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N=546.34 E=974.01 ELEV=50.86 TOC

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N=550.03 E=978.20 ELEV=50.30 FL

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N=545.53 E=982.16 ELEV=50.30 FL

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N=559.03 E=970.26 ELEV=50.30 FL

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N=550.84 E=970.04 ELEV=50.86 TOC

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N=573.67 E=957.38 ELEV=50.38 FL

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N=518.29 E=1006.15 ELEV=50.30 FL

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N=503.36 E=1005.20 ELEV=50.93 FL

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N=498.29 E=1016.34 ELEV=50.80 TOC

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50.73 FL

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AutoCAD SHX Text Type 1 Curb Ramp

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AutoCAD SHX Text Warehouse Ramp

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N=563.54 E=966.30 ELEV=50.30 FL

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DATE

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BUREAU OF LAND MANAGEMENT

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UNITED STATES DEPARTMENT OF THE INTERIOR

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ELKO NEVADA

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ELKO DISTRICT OFFICE

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WAREHOUSE CONCRETE PROJECT

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PROJECT PLAN

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Note: The Curb-n-Gutter is a Spill Curb-n-Gutter typical.

Saw Cut

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Saw Cut

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3, BUREAU OF LAND MANAGEMENT

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Saw Cuts:

HVAC Chiller: Saw cut around unit as close as possible, minimum 1 foot. Use expansion joint material all the way around to prevent new concrete from bonding to old concrete.

Sidewalk: Saw cut along building as close as possible to prevent damage to footings/slab.

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a i n

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VAN

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WAREHOUSE CONCRETE PROJECT

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PROJECT DETAILS #1

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AutoCAD SHX Text Type 1 Curb Ramp

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Warehouse Ramp (Driveway)

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R-4.1 R-6.1 http://www.elkocity.com/departments/engineering_department/standard_details/index.php

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WAREHOUSE CONCRETE PROJECT

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PROJECT DETAILS #2

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R-3.1 R-2.1 http://www.elkocity.com/departments/engineering_department/standard_details/index.php

Note: Aggregate Base depth shall be 6 inches.

Note: These details illustrates a Catch Curb and Gutter typical's.

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APPROVED

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WAREHOUSE CONCRETE PROJECT

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PROJECT DETAILS #3

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Pages from Binder1
APIP-Concrete Work SI CASHE2
Sheets and Views
APIP-Concrete Work SI CASHE2-PROJECT LOCATION
APIP-Concrete Work SI CASHE2-PROJECT PLAN
APIP-Concrete Work SI CASHE2-PROJECT DETAILS #1
APIP-Concrete Work SI CASHE2-PROJECT DETAILS #2
APIP-Concrete Work SI CASHE2-PROJECT DETAILS #3

Pages from Binder1

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