Concrete - Record Drawings for Reference.pdf

PDF 8 MB Posted

Attached to
Aircraft Sunshades
Solicitation number
W50S81-25-Q-A011
Issued by

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Written by GovTribe AI ·

These are record drawings for the repair of an aircraft parking apron at Barnes Air National Guard Base in Westfield, Massachusetts. The documents, prepared by Stantec Consulting Services, detail the technical specifications and construction details for the project, which was completed by Lane Construction Corporation. The drawings include site plans, pavement sections, edge details, joint configurations, and various technical cross-sections for concrete and asphalt surfaces. The project appears to be a comprehensive renovation of an existing aircraft parking area, with detailed engineering specifications for pavement construction, grading, and infrastructure elements. The drawings are marked as "Conformed Set" and "Record Drawing As-Builts", indicating they represent the final, approved construction documentation.

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JOHN SOUTHRY DRIVE

MUSTANG AVENUE

TAXIWAY GOLF

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BLAST WALL BLAST WALL

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045 046 047

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ORIGINAL SHEET - ARCH D BASE

Chkd.Dwn. Dsgn. YY.MM.DD File Name:

www.stantec.com

3 Columbia Circle, Suite 6 Albany, New York 12203

ByRevision Appd. MM.DD.YY

RECORD DRAWING AS-BUILTS CAM PVE 08.19.16

ByIssued Appd. YY.MM.DD

Permit-Seal

Drawing No.

Scale

Revision

Title

Project No.

Sheet of

Client/Project

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

1 141312111098765432

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WESTFIELD, MASSACHUSETTS

REPAIR AIRCRAFT PARKING APRON, MCCA

104TH FIGHTER WING

BARNES AIR NATIONAL GUARD BASE

195210769

54Chkd.Dwn. Dsgn. YY.MM.DD File Name: 195210769 CAM DCD PVE 2014.08.19

SITE PLAN

1" = 40'

C-103 10 0

N

CONFORMED

SET

10/26/2014

RECORD DRAWING

AS-BUILTS

Contractor: LANE CONSTRUCTION CORP.

Engineer: Stantec Consulting Services, Inc.

8/19/2016

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THUNDERBOLT ROAD

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ACA SHELTER

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ACA SHELTER

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ACA SHELTER 3

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CREW

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PUMP

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HOUSE

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SAW AND SEAL ASPHALT/CONCRETE JOINT

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SAW AND SEAL ASPHALT/CONCRETE JOINT

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ASA SIDEWALK UPGRADES

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ROOF DRAIN MODIFICATIONS

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SAW AND SEAL ASPHALT/CONCRETE JOINT

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SAW AND SEAL ASPHALT/CONCRETE JOINT

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PAVEMENT EDGE DETAIL

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EXISTING BOLLARD TO BE MODIFIED (TYP. OF 36)

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EXISTING IN-PAVEMENT IDS (ABANDONED)

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IN-PAVEMENT IDS (SEE NOTE 2)

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PAVEMENT KEY

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CONCRETE SIDEWALK

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INSTALL RELOCATED VEHICLE SLIDE GATE AND MAN GATE

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EXISTING SIDEWALK TO REMAIN

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INSTALL W-BEAM GUARD RAIL

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BURIED IDS (SEE NOTE 2)

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CONCRETE SIDEWALK

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INSTALL 8' HIGH CHAINLINK SECURITY FENCE WITH 3-STRAND BARBED WIRE

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IN-PAVEMENT IDS (SEE NOTE 2)

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PAVEMENT KEY

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AutoCAD SHX Text BENCHMARK ON EXISTING BLAST FENCE ANCHOR BOLT N: 2888742.8420' E: 325903.9420' ELEV: 265.36'

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EXISTING CONCRETE PAVEMENT TO REMAIN

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EXISTING CONCRETE PAVEMENT TO REMAIN

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REINSTALL STREET NAME SIGN

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INSTALL GUARD RAIL END SECTION

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INSTALL GUARD RAIL END SECTION

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EXISTING CB GRADE ADJUSTMENT REQUIRED. NEW RIM ELEV: 264.15'

AutoCAD SHX Text REMOVE EXISTING ASPHALT PAVEMENT AND CRUSHED AGGREGATE BASE COURSE TO A DEPTH OF 14.5". PLACE 8.5" OF NEW ASPHALT PAVEMENT ON 6" OF NEW CRUSHED AGGREGATE BASE COURSE. (FULL DEPTH APRON SECTION - OPTION #2)

AutoCAD SHX Text MILL EXISTING ASPHALT TO A DEPTH OF 3". OVERLAY WITH 3" ASPHALT SURFACE COURSE PAVEMENT.

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PLACE 4" ASPHALT PAVEMENT ON 6" CRUSHED AGGREGATE BASE COURSE (SHOULDER SECTION)

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PLACE 4" ASPHALT PAVEMENT ON 6" CRUSHED AGGREGATE BASE COURSE (DRIVEWAY SECTION)

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12" PORTLAND CEMENT CONCRETE ON 8" CRUSHED AGGREGATE BASE COURSE.

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PROPOSED HIGH MAST LIGHT POLE (TYP OF 12)

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SAWCUT EXISTING PAVEMENT

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EXISTING INTRUSION DETECTION SYSTEM (IDS), SEE NOTE 2

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EXISTING PCC HARDSTAND TO REMAIN

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AutoCAD SHX Text NOTES: 1. IT IS BROUGHT TO THE CONTRACTORS ATTENTION THAT THE IT IS BROUGHT TO THE CONTRACTORS ATTENTION THAT THE EXISTING BASE PLAN MAY NOT SHOW ALL EXISTING SURFACE STRUCTURES SUCH AS BUT NOT LIMITED TO CLEAN OUTS, VALVE BOXES, GROUND RECEPTACLES, MANHOLES, CATCH BASINS, BOLLARDS, ETC. THE CONTRACTOR SHALL IDENTIFY ALL SURFACE STRUCTURES PRIOR TO THE START OF MILLING AND PAVING OPERATIONS. ANY DAMAGE TO THESE STRUCTURES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIX AND/OR REPLACE IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER. 2. AFTER PAVING OPERATIONS ARE COMPLETE THE IDS SYSTEM AFTER PAVING OPERATIONS ARE COMPLETE THE IDS SYSTEM SHALL BE REINSTALLED. THE CONTRACTOR SHALL CONTACT ADVANTOR SYSTEMS CORPORATION (SOLE SOURCE) TO COORDINATE THIS EFFORT. ADVANTOR SYSTEM CORP. 12012 CHALLENGER PKWY. SUITE 300 ORLANDO, FL 32826 CONTACT: MICHAEL OLLIVIER TEL: 800-438-6415 EMAIL: OLLIVIER@ADVANTOR.COM

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MAG. DEV.

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AutoCAD SHX Text REMOVE EXISTING ASPHALT PAVEMENT AND BASE COURSE TO A DEPTH OF 20". PLACE 8" OF NEW ASPHALT PAVEMENT ON 12" CRUSHED AGGREGATE BASE COURSE. (FULL DEPTH APRON SECTION)

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COORDINATE I.D. TAG (SEE SITE LAYOUT TABLE ON DWG. C-108)

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CURVE DATA I.D. TAG (SEE CURVE DATA TABLE ON DWG. C-108)

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UPDATED ALL ELEVATIONS ON I.D. TAG'S, SEE LAYOUT TABLE ON DWG. C-108

AutoCAD SHX Text DUE TO THE SHOULDER PAVEMENT EXPANSION AND THE EXISTING HEIGHT OF THESES 4 TAXIWAY EDGE LIGHTS, THE CANS WHERE REMOVED AND REPLACED WITH NEW CANS WITH ADJUSTABLE RISERS.

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EXISTING ABANDONED 24" CMP

AutoCAD SHX Text PLUGGED BROKEN END OF ABANDONED 24" CMP - NO EXISTING CONNECTION TO DRAINAGE STRUCTURE

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REPLACED 2" PLASTIC CONDUIT TO EXISTING TW EDGE LIGHT TO THE SOUTH. SPARE

Upgrade Ramp C102
Upgrade Ramp C501
Ramp MCCA C103
Sheets and Views
10769_103+108_site_pln-C-103
Ramp MCCA C300
Ramp MCCA C305

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