AEJ Apron Rehab _ Expansion - Final Plans (24x36).pdf

PDF 15 MB Posted Feb 12, 2025

Attached to: AEJ Airport Apron Rehab and Expansion Project
Solicitation number: 07-850-4872 (25)
Issued by: Cheyenne County, Colorado

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Written by GovTribe AI · Apr 13, 2025

The document is a comprehensive set of engineering design plans for the Central Colorado Regional Airport (AEJ) Apron Rehabilitation and Expansion Project located in Buena Vista, Colorado. The project is funded through FAA AIP numbers 3-08-0082-022-2024 (Design) and 3-08-0082-023-2025 (Construction), with a CDOT project number 24-AEJ-01 and sponsor project number 07-850-4872 (25). The 26-sheet plan set details a multi-phase airport apron rehabilitation effort involving pavement milling, overlay, crack sealing, emulsified seal coating, and new pavement construction. The project includes work on the existing fueling apron, south apron, and north apron areas, with specific focus on pavement improvements, tie-down areas, markings, drainage management, and site access modifications.

The design plans comprehensively outline construction phasing (Phases 1A, 1B, 1C, 1D, and Phase 2), with detailed specifications for pavement sections, surface treatments, and geometric improvements. The project involves approximately 2,384 square yards of mill and overlay, 1,004 linear feet of crack sealing, 3,089 square yards of emulsified seal coat, and 1,705 square yards of new pavement construction. Key design elements include aircraft tie-down locations, traffic control plans, storm water management strategies, utility considerations, and site grading. Boring logs and geotechnical investigations are included to support the engineering design, and the plans specify technical requirements for materials, construction methods, and airport operational continuity during the rehabilitation process.

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File	Type	Posted
AEJ Apron Rehab and Expansion - Addendum No. 1_2.26.25.pdf	PDF	Feb 12, 2025
AEJ Apron Rehab _ Expansion - Final Contract Documents and Technical Specifications.pdf	PDF	Feb 12, 2025
Bid Advertisement - AEJ Apron Rehab and Expansion - Final Advertisement_2.13.25.pdf	PDF	Feb 12, 2025
AEJ Apron Rehab and Expansion - Addendum No. 2_03.04.25.pdf	PDF	Feb 12, 2025

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AIRPORT ADVISORY BOARD

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FAA AIP NUMBER: 3-08-0082-022-2024 (DESIGN)

FAA AIP NUMBER: 3-08-0082-023-2025 (CONSTRUCTION)

CDOT PROJECT NUMBER: 24-AEJ-01 (DESIGN)

SPONSOR PROJECT NUMBER: 07-850-4872 (25)

ENGINEER BENCHMARK

LOCATION MAP

SURVEYOR

TOWN ADMINISTRATOR

BOARD OF TRUSTEES

OWNER/SPONSOR

AIRPORT MANAGER

COORDINATION LIST

VINCINITY MAP

NORTHERN

CO REGIONAL

GRAND JUNCTION

REGIONAL

ROCKY MT

METRO

DENVER

INTERNATIONAL

EAGLE COUNTY

REGIONAL

MONTROSE

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TELLURIDE

REGIONAL

DURANGO - LA

PLATA COUNTY

SAN LUIS VALLEY

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ASPEN/PITKIN

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CENTRAL COLORADO

REGIONAL AIRPORT

PUEBLO

MEMORIAL

COLORADO

SPRINGS

CORTEZ

MUNICIPAL

GUNNISON CRESTED

BUTTE REGIONAL

YAMPA VALLEY

REGIONAL

VANCE

BRAND

LA JUNTA

MUNICIPAL

SALIDA - HARRIET

ALEXANDER FIELD

MINERAL COUNTY

MEMORIAL

FREMONT

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CHRISMAN

FIELD

CENTRAL COLORADO

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CONSTRUCTION NOTES

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MANHOLE

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SEWER

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SANITARY

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ELECTRIC

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DUST CONTROL (BMP-EC-7) SEE SHT G.18

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ORGANIC FILTER SOCK (BMP-SPC-1) SEE SHT G.18

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STABILIZED CONSTRUCTION ENTRANCE (BMP-EC-5) SEE SHT G.18

AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR TO REVIEW FEDERAL TECHNICAL SPECIFICATION ITEM C-102 FOR SWMP CONTRACTOR TO REVIEW FEDERAL TECHNICAL SPECIFICATION ITEM C-102 FOR SWMP TO REVIEW FEDERAL TECHNICAL SPECIFICATION ITEM C-102 FOR SWMP TO REVIEW FEDERAL TECHNICAL SPECIFICATION ITEM C-102 FOR SWMP REVIEW FEDERAL TECHNICAL SPECIFICATION ITEM C-102 FOR SWMP REVIEW FEDERAL TECHNICAL SPECIFICATION ITEM C-102 FOR SWMP FEDERAL TECHNICAL SPECIFICATION ITEM C-102 FOR SWMP FEDERAL TECHNICAL SPECIFICATION ITEM C-102 FOR SWMP TECHNICAL SPECIFICATION ITEM C-102 FOR SWMP TECHNICAL SPECIFICATION ITEM C-102 FOR SWMP SPECIFICATION ITEM C-102 FOR SWMP SPECIFICATION ITEM C-102 FOR SWMP ITEM C-102 FOR SWMP ITEM C-102 FOR SWMP C-102 FOR SWMP C-102 FOR SWMP FOR SWMP FOR SWMP SWMP SWMP REQUIREMENTS. 2. SWMP IS THE RESPONSIBILITY OF THE CONTRACTOR. INFORMATION ON SHEETS SWMP IS THE RESPONSIBILITY OF THE CONTRACTOR. INFORMATION ON SHEETS IS THE RESPONSIBILITY OF THE CONTRACTOR. INFORMATION ON SHEETS IS THE RESPONSIBILITY OF THE CONTRACTOR. INFORMATION ON SHEETS THE RESPONSIBILITY OF THE CONTRACTOR. INFORMATION ON SHEETS THE RESPONSIBILITY OF THE CONTRACTOR. INFORMATION ON SHEETS RESPONSIBILITY OF THE CONTRACTOR. INFORMATION ON SHEETS RESPONSIBILITY OF THE CONTRACTOR. INFORMATION ON SHEETS OF THE CONTRACTOR. INFORMATION ON SHEETS OF THE CONTRACTOR. INFORMATION ON SHEETS THE CONTRACTOR. INFORMATION ON SHEETS THE CONTRACTOR. INFORMATION ON SHEETS CONTRACTOR. INFORMATION ON SHEETS CONTRACTOR. INFORMATION ON SHEETS INFORMATION ON SHEETS INFORMATION ON SHEETS ON SHEETS ON SHEETS SHEETS SHEETS G1.7-G1.8 IS FOR INFORMATION ONLY. COSTS ASSOCIATED WITH EROSION CONTROL IS FOR INFORMATION ONLY. COSTS ASSOCIATED WITH EROSION CONTROL IS FOR INFORMATION ONLY. COSTS ASSOCIATED WITH EROSION CONTROL FOR INFORMATION ONLY. COSTS ASSOCIATED WITH EROSION CONTROL FOR INFORMATION ONLY. COSTS ASSOCIATED WITH EROSION CONTROL INFORMATION ONLY. 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COSTS ASSOCIATED WITH EROSION CONTROL COSTS ASSOCIATED WITH EROSION CONTROL COSTS ASSOCIATED WITH EROSION CONTROL ASSOCIATED WITH EROSION CONTROL ASSOCIATED WITH EROSION CONTROL WITH EROSION CONTROL WITH EROSION CONTROL EROSION CONTROL EROSION CONTROL CONTROL CONTROL MEASURES TO BE INCIDENTAL TO TEMPORARY AIR AND WATER POLLUTION, SOIL TO BE INCIDENTAL TO TEMPORARY AIR AND WATER POLLUTION, SOIL TO BE INCIDENTAL TO TEMPORARY AIR AND WATER POLLUTION, SOIL BE INCIDENTAL TO TEMPORARY AIR AND WATER POLLUTION, SOIL BE INCIDENTAL TO TEMPORARY AIR AND WATER POLLUTION, SOIL INCIDENTAL TO TEMPORARY AIR AND WATER POLLUTION, SOIL INCIDENTAL TO TEMPORARY AIR AND WATER POLLUTION, SOIL TO TEMPORARY AIR AND WATER POLLUTION, SOIL TO TEMPORARY AIR AND WATER POLLUTION, SOIL TEMPORARY AIR AND WATER POLLUTION, SOIL TEMPORARY AIR AND WATER POLLUTION, SOIL AIR AND WATER POLLUTION, SOIL AIR AND WATER POLLUTION, SOIL AND WATER POLLUTION, SOIL AND WATER POLLUTION, SOIL WATER POLLUTION, SOIL WATER POLLUTION, SOIL POLLUTION, SOIL POLLUTION, SOIL SOIL SOIL EROSION, AND SILTATION CONTROL, FEDERAL TECHNICAL SPECIFICATION ITEM C-102. 3. APPLICATION OF MULCH PER FEDERAL TECHNICAL SPECIFICATION ITEM T-908 SHALL BE APPLICATION OF MULCH PER FEDERAL TECHNICAL SPECIFICATION ITEM T-908 SHALL BE OF MULCH PER FEDERAL TECHNICAL SPECIFICATION ITEM T-908 SHALL BE OF MULCH PER FEDERAL TECHNICAL SPECIFICATION ITEM T-908 SHALL BE MULCH PER FEDERAL TECHNICAL SPECIFICATION ITEM T-908 SHALL BE MULCH PER FEDERAL TECHNICAL SPECIFICATION ITEM T-908 SHALL BE PER FEDERAL TECHNICAL SPECIFICATION ITEM T-908 SHALL BE PER FEDERAL TECHNICAL SPECIFICATION ITEM T-908 SHALL BE FEDERAL TECHNICAL SPECIFICATION ITEM T-908 SHALL BE FEDERAL TECHNICAL SPECIFICATION ITEM T-908 SHALL BE TECHNICAL SPECIFICATION ITEM T-908 SHALL BE TECHNICAL SPECIFICATION ITEM T-908 SHALL BE SPECIFICATION ITEM T-908 SHALL BE SPECIFICATION ITEM T-908 SHALL BE ITEM T-908 SHALL BE ITEM T-908 SHALL BE T-908 SHALL BE T-908 SHALL BE SHALL BE SHALL BE BE BE INCIDENTAL TO ITEM T-901. SEEDING AND MULCHING LIMITS TO BE COORDINATED AND TO ITEM T-901. SEEDING AND MULCHING LIMITS TO BE COORDINATED AND TO ITEM T-901. SEEDING AND MULCHING LIMITS TO BE COORDINATED AND ITEM T-901. SEEDING AND MULCHING LIMITS TO BE COORDINATED AND ITEM T-901. SEEDING AND MULCHING LIMITS TO BE COORDINATED AND T-901. SEEDING AND MULCHING LIMITS TO BE COORDINATED AND T-901. SEEDING AND MULCHING LIMITS TO BE COORDINATED AND SEEDING AND MULCHING LIMITS TO BE COORDINATED AND SEEDING AND MULCHING LIMITS TO BE COORDINATED AND AND MULCHING LIMITS TO BE COORDINATED AND AND MULCHING LIMITS TO BE COORDINATED AND MULCHING LIMITS TO BE COORDINATED AND MULCHING LIMITS TO BE COORDINATED AND LIMITS TO BE COORDINATED AND LIMITS TO BE COORDINATED AND TO BE COORDINATED AND TO BE COORDINATED AND BE COORDINATED AND BE COORDINATED AND COORDINATED AND COORDINATED AND AND AND APPROVED BY THE RPR. SUBSEQUENT PAYMENT SHALL BE MADE UNDER ITEM T-901. 4. ALL SPOILS GENERATED FROM EARTHWORK AND FEDERAL TECHNICAL SPECIFICATION ITEM ALL SPOILS GENERATED FROM EARTHWORK AND FEDERAL TECHNICAL SPECIFICATION ITEM SPOILS GENERATED FROM EARTHWORK AND FEDERAL TECHNICAL SPECIFICATION ITEM SPOILS GENERATED FROM EARTHWORK AND FEDERAL TECHNICAL SPECIFICATION ITEM GENERATED FROM EARTHWORK AND FEDERAL TECHNICAL SPECIFICATION ITEM GENERATED FROM EARTHWORK AND FEDERAL TECHNICAL SPECIFICATION ITEM FROM EARTHWORK AND FEDERAL TECHNICAL SPECIFICATION ITEM FROM EARTHWORK AND FEDERAL TECHNICAL SPECIFICATION ITEM EARTHWORK AND FEDERAL TECHNICAL SPECIFICATION ITEM EARTHWORK AND FEDERAL TECHNICAL SPECIFICATION ITEM AND FEDERAL TECHNICAL SPECIFICATION ITEM AND FEDERAL TECHNICAL SPECIFICATION ITEM FEDERAL TECHNICAL SPECIFICATION ITEM FEDERAL TECHNICAL SPECIFICATION ITEM TECHNICAL SPECIFICATION ITEM TECHNICAL SPECIFICATION ITEM SPECIFICATION ITEM SPECIFICATION ITEM ITEM ITEM P-152 ACTIVITIES SHALL BE HAULED OFFSITE. PAYMENT SHALL BE INCIDENTAL TO ITEM ACTIVITIES SHALL BE HAULED OFFSITE. PAYMENT SHALL BE INCIDENTAL TO ITEM ACTIVITIES SHALL BE HAULED OFFSITE. PAYMENT SHALL BE INCIDENTAL TO ITEM SHALL BE HAULED OFFSITE. PAYMENT SHALL BE INCIDENTAL TO ITEM SHALL BE HAULED OFFSITE. PAYMENT SHALL BE INCIDENTAL TO ITEM BE HAULED OFFSITE. PAYMENT SHALL BE INCIDENTAL TO ITEM BE HAULED OFFSITE. PAYMENT SHALL BE INCIDENTAL TO ITEM HAULED OFFSITE. PAYMENT SHALL BE INCIDENTAL TO ITEM HAULED OFFSITE. PAYMENT SHALL BE INCIDENTAL TO ITEM OFFSITE. PAYMENT SHALL BE INCIDENTAL TO ITEM OFFSITE. PAYMENT SHALL BE INCIDENTAL TO ITEM PAYMENT SHALL BE INCIDENTAL TO ITEM PAYMENT SHALL BE INCIDENTAL TO ITEM SHALL BE INCIDENTAL TO ITEM SHALL BE INCIDENTAL TO ITEM BE INCIDENTAL TO ITEM BE INCIDENTAL TO ITEM INCIDENTAL TO ITEM INCIDENTAL TO ITEM TO ITEM TO ITEM ITEM ITEM P-152.

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CONTRACTOR'S ACCESS GATE

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DESIGNATED WASHOUT AREA (BMP-GH-4) SEE SHT G.18

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COUNTY ROAD 319

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TW A5

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TW A6

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SCALE: 1"=50'

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TERMINAL BUILDING & HANGAR

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HANGAR B

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HANGAR A

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SRE BUILDING

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HANGAR D

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HANGAR E

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C HANGAR

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CONTRACTOR'S STAGING AND STORAGE

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EXISTING MILLINGS STOCKPILE LOCATION

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SEEDING W/MULCH (T-901)

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1.0 AC

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SEEDING W/MULCH (T-901)

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SOUTH APRON

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NORTH APRON

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APRON TAXILANE (WEST)

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FUELING APRON

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APRON EXPANSION

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6 PHASE 1A & 1B NOTES

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1" RADIUS HOOK ENDS OF BAR

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MATCH EXISTING PAVEMENT

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CORE & REMOVE AC PAVEMENT

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APRON PAVEMENT FINISHED SURFACE

AutoCAD SHX Text NOTES: 1. TIEDOWN ANCHORS SHALL BE CAST IN TIEDOWN ANCHORS SHALL BE CAST IN ANCHORS SHALL BE CAST IN ANCHORS SHALL BE CAST IN SHALL BE CAST IN SHALL BE CAST IN BE CAST IN BE CAST IN CAST IN CAST IN IN IN PLACE. ANCHORS MUST BE FLUSH OR ANCHORS MUST BE FLUSH OR ANCHORS MUST BE FLUSH OR MUST BE FLUSH OR MUST BE FLUSH OR BE FLUSH OR BE FLUSH OR FLUSH OR FLUSH OR OR OR SLIGHTLY RECESSED BELOW THE RECESSED BELOW THE RECESSED BELOW THE BELOW THE BELOW THE THE THE SURROUNDING ASPHALT SURFACE (MAX ASPHALT SURFACE (MAX ASPHALT SURFACE (MAX SURFACE (MAX SURFACE (MAX (MAX (MAX 1/4"). 2. THERE IS NO SEPARATE MEASUREMENT OR THERE IS NO SEPARATE MEASUREMENT OR IS NO SEPARATE MEASUREMENT OR IS NO SEPARATE MEASUREMENT OR NO SEPARATE MEASUREMENT OR NO SEPARATE MEASUREMENT OR SEPARATE MEASUREMENT OR SEPARATE MEASUREMENT OR MEASUREMENT OR MEASUREMENT OR OR OR PAYMENT FOR EARTHWORK ASSOCIATED WITH FOR EARTHWORK ASSOCIATED WITH FOR EARTHWORK ASSOCIATED WITH EARTHWORK ASSOCIATED WITH EARTHWORK ASSOCIATED WITH ASSOCIATED WITH ASSOCIATED WITH WITH WITH THE REMOVAL OR INSTALLATION OF NEW REMOVAL OR INSTALLATION OF NEW REMOVAL OR INSTALLATION OF NEW OR INSTALLATION OF NEW OR INSTALLATION OF NEW INSTALLATION OF NEW INSTALLATION OF NEW OF NEW OF NEW NEW NEW TIEDOWN ANCHOR MATERIALS, BUT SHALL BE ANCHOR MATERIALS, BUT SHALL BE ANCHOR MATERIALS, BUT SHALL BE MATERIALS, BUT SHALL BE MATERIALS, BUT SHALL BE BUT SHALL BE BUT SHALL BE SHALL BE SHALL BE BE BE CONSIDERED INCIDENTAL TO THE TIE-DOWN INCIDENTAL TO THE TIE-DOWN INCIDENTAL TO THE TIE-DOWN TO THE TIE-DOWN TO THE TIE-DOWN THE TIE-DOWN THE TIE-DOWN TIE-DOWN TIE-DOWN INSTALLATION. TIE-DOWNS WILL BE TIE-DOWNS WILL BE TIE-DOWNS WILL BE WILL BE WILL BE BE BE MEASURED AND PAID FOR UNDER P-610. 3. CONTRACTOR MUST CORE DRILL THE CONTRACTOR MUST CORE DRILL THE MUST CORE DRILL THE MUST CORE DRILL THE CORE DRILL THE CORE DRILL THE DRILL THE DRILL THE THE THE EXISTING ASPHALT TO CREATE A CLEAN ASPHALT TO CREATE A CLEAN ASPHALT TO CREATE A CLEAN TO CREATE A CLEAN TO CREATE A CLEAN CREATE A CLEAN CREATE A CLEAN A CLEAN A CLEAN CLEAN CLEAN ASPHALT JOINT PRIOR TO THE TIE-DOWN JOINT PRIOR TO THE TIE-DOWN JOINT PRIOR TO THE TIE-DOWN PRIOR TO THE TIE-DOWN PRIOR TO THE TIE-DOWN TO THE TIE-DOWN TO THE TIE-DOWN THE TIE-DOWN THE TIE-DOWN TIE-DOWN TIE-DOWN INSTALLATION.

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MATCH EXISTING PAVEMENT OR RECESS MAX 1/4"

AutoCAD SHX Text TIEDOWN ACCESSORIES REQUIRED THE CONTRACTOR SHALL PROVIDE THE BELOW MENTIONED ITEMS (OR APPROVED EQUALS) FOR EACH TIEDOWN ANCHOR LOCATION:

AutoCAD SHX Text ANCHOR: CAST-IN-PLACE CAST IRON (ASTM A-536) FLUSH INSTALLATION ANCHOR, RATED FOR 4,000 LBS LOAD MINIMUM (INCIDENTAL TO P-610-6.1)

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TIEDOWN ANCHOR DETAIL

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NTS

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2" MAX

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8" STEEL STRAIN POST (F-162)

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VEHICLE ACCESS GATE

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NTS

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8" STRAIN POST (F-162)

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DROP ROD SEE DET 2A, THIS SHT

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LATCH SEE DET 2A THIS SHEET

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11 GAUGE WIRE FASTENERS

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BRACE RAIL

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38" DIA TRUSS ROD

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TIGHTENER OR TURNBUCKLE

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TENSION BANDS AND STRETCHER BAR AT EACH SIDE, (TYPICAL FOR ALL GATES SHOWN)

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HINGE TYP

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2" MAX

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2" MAX

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2" MAX

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2" MAX

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AutoCAD SHX Text NOTE: 1. ALL NEW FENCE/GATE MATERIALS TO BE COATED ALL NEW FENCE/GATE MATERIALS TO BE COATED PER F-162, (MATCH EXIST). 2. ALL CONCRETE FOR ALL FENCE POSTS IS ALL CONCRETE FOR ALL FENCE POSTS IS INCIDENTAL TO THE INSTALLATION OF THE FENCE. THERE IS NO SEPARATE MEASUREMENT OR PAYMENT. GATE WILL BE MEASURED AND PAID FOR UNDER F-162. 3. (1) GATE SIGN PER DETAIL 2B SHALL BE INSTALLED (1) GATE SIGN PER DETAIL 2B SHALL BE INSTALLED ON THE PUBLIC SIDE OF THE NEW GATE. PAYMENT SHALL BE INCIDENTAL TO ITEM F-162-5.1.

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4,000 PSI CONCRETE (P-610) TYP.

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GATE FRAME

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FORK

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LOCK BAR

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GATE FRAME

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CAP

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FABRIC

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LOCK BAR GUIDE

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ROD GUIDE

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STRETCHER BAR

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TENSION BAND

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ROD GUIDE

AutoCAD SHX Text DROP ROD 1-3/8" O.D. x 6"

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TYPICAL DROP ROD ASSEMBLY

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NTS

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BRACE RAIL

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BRACE AND TRUSS BAND

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38" DIA TRUSS ROD

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TIGHTENER OR TURNBUCKLE

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END POST

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LOOP 1/2" REBARTHROUGH ANCHOR HOLES

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1/2" REBARLOOP (INCIDENTAL TO P-610)

AutoCAD SHX Text PACIFIC MARINE & INDUSTRIAL MODEL 3490A AIRCRAFT TIE-DOWN ANCHOR OR APPROVED EQUAL

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1/2" REBARLOOP (INCIDENTAL TO P-610)

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FILL STAKE HOLE W/ WATERTIGHT SILICONE CAULK SUBMIT TO ENGINEER FOR APPROVAL

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COORDINATE TIE-IN WITH EXISTING FENCE POSTS

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COORDINATE TIE-IN WITH EXISTING FENCE POSTS

AutoCAD SHX Text SIGN NOTES: 1. (1) GATE SIGN WILL BE INCIDENTAL TO ITEM F-162-5.1. SIGN TO BE INSTALLED ON PUBLIC (1) GATE SIGN WILL BE INCIDENTAL TO ITEM F-162-5.1. SIGN TO BE INSTALLED ON PUBLIC SIDE OF NEW GATE. 2. THE DIMENSIONS PROVIDED ARE APPROXIMATE ONLY. THE DIMENSIONS PROVIDED ARE APPROXIMATE ONLY. 3. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR SIGN AND MOUNTING BRACKETS FOR THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR SIGN AND MOUNTING BRACKETS FOR APPROVAL BY THE ENGINEER. 4. SIGNS SHALL MEET TYPE III (ASTM 4956) HIGH PRISMATIC REFLECTIVITY, ALUMINUM PANEL WITH SIGNS SHALL MEET TYPE III (ASTM 4956) HIGH PRISMATIC REFLECTIVITY, ALUMINUM PANEL WITH MINIMUM THICKNESS 0.080-INCHES. 5. HARDWARE AND 4 POINTS OF CONNECTION SHALL BE SECURELY MOUNTED TO GATE TO HARDWARE AND 4 POINTS OF CONNECTION SHALL BE SECURELY MOUNTED TO GATE TO WITHSTAND A MINIMUM 90 MPH WIND LOAD. 6. LETTERS SHALL BE EVENLY SPACED AND CENTERED HORIZONTALLY AND VERTICALLY IN SIGN.LETTERS SHALL BE EVENLY SPACED AND CENTERED HORIZONTALLY AND VERTICALLY IN SIGN.

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12" WHITE

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34" RED

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LETTERS WILL BE 3" TALL, RED

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SEE NOTE 5

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SQUARE HEAD BOLTS & NUTS WITH FLAT WASHERS, OAE

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LETTERS WILL BE 2" TALL, RED

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NEW GATE SIGN

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NEW GATE SIGN DETAIL

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AutoCAD SHX Text K:\2023\1023211.01 AEJ APRON REHAB AND EXPANSION\CAD\C1_X-SITE.DWG Feb. 6, 2025 10:13 PM Feb. 6, 2025 10:13 PM Feb. 6, 2025 10:13 PM

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AutoCAD SHX Text NOTE: CRACKS IN THE MILLED SURFACE WITHIN THE MILL AND OVERLAY SECTION ARE TO BE FILLED WITH MILLINGS GENERATED ON THE PROJECT AND TACK COAT (P-603). MILLINGS FINES TO BE COMPACTED INTO CRACK FOLLOWED BY APPLICATION OF EMULSIFIED TACK COAT WHICH SHALL BE ALLOWED TO SOAK INTO COMPACTED MILLINGS FINES. THIS DETAIL APPLIES ONLY TO CRACKS IN THE MILLED SURFACE. CONTRACTOR SHALL RECEIVE RPR APPROVAL OF THE MILLED SURFACE BEFORE PAVING OPERATIONS MAY COMMENCE. PAYMENT FOR THIS CRACK FILL DETAIL WILL BE INCIDENTAL TO FAA TECHNICAL SPECIFICATION P-403.

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MILL & OVERLAY AREA CRACK FILL (1/4" - 1")

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NTS

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2" MILL PER PLANS

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CONCRETE

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AC PVMT

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TYPICAL ALL AC/CONCRETE INTERFACES

AutoCAD SHX Text HOT-APPLIED JOINT SEALANT FOR CONCRETE AND AC PVMT INTERFACES PER P-605 & ASTM 6690

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1/4" CHAMFER, (TYP) (BOTH SIDES)

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EDGE SEAL

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NTS

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ALL EDGE SEAL JOINTS SHALL BE SAWCUT

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1"-2"±EXST AC

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1" HOT APPLIED

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1" HOT APPLIED

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EXST AC PAVEMENT

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SEAL COAT AREA CRACK SEAL (<1")

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NTS

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SELF COMPACTING SILICA SAND (NPI) DEPTH VARIES

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2"-4"± AC

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SEAL COAT AREA CRACK SEAL (1"-3")

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NTS

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EXST AC PAVEMENT

AutoCAD SHX Text NOTE: CRACKS ARE TO BE ROUTED TO THE CRACKS ARE TO BE ROUTED TO THE NEAREST 0.5" WIDTH THAT COMPLETELY ENCOMPASSES THE EXISTING CRACK WIDTH.

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2"-4"± AC

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GAP MASTIC CRACK SEAL (SP-70.01.01)

NOTE: CRACKS ARE TO BE ROUTED TO THE CRACKS ARE TO BE ROUTED TO THE NEAREST 0.5" WIDTH THAT COMPLETELY ENCOMPASSES THE EXISTING CRACK WIDTH.

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AutoCAD SHX Text K:\2023\1023211.01 AEJ APRON REHAB AND EXPANSION\CAD\C4_X-MRKG.DWG Feb. 6, 2025 10:02 PM Feb. 6, 2025 10:02 PM Feb. 6, 2025 10:02 PM

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YELLOW STRIPE

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TAXIWAY CENTERLINE MARKING

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NTS

AutoCAD SHX Text STATION & OFFSET REFERENCE POINT @ OF STRIPE. MARKINGS TO MATCH & TIE INTO EXISTING MARKINGS

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AIRCRAFT PARKING AREA BOUNDARY

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NTS

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YELLOW STRIPE

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AIRCRAFT PARKING POSITION MARKING

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NTS

AutoCAD SHX Text STATION & OFFSET REFERENCE POINT @ OF STRIPE. MARKINGS TO MATCH & TIE INTO EXISTING MARKINGS

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STATION & OFFSET REFERENCE POINT SHT C4.1

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6" YELLOW STRIPE

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NEW TIE-DOWN ANCHOR AT STRIPE END DET 1, SHT C1.3

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EXISTING TIE-DOWN ANCHOR

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L-853 RETROREFLECTIVE EDGE MARKER

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NTS

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EXISTING TIE-DOWN ANCHOR

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EXISTING TIE-DOWN ANCHOR

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6" YELLOW STRIPE

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NEW TIE-DOWN ANCHOR AT STRIPE END DET 1, SHT C1.3

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NOTE: NEW TIE-DOWN ANCHOR ORIENTATION MUST MATCH THIS DETAIL

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2" DIAMETER (8" DIAMETER MAX)

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BLUE, SHEET RETROREFLECTIVE MATERIAL, SECURELY FASTENED TO MARKER BODY

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POST: COLOR IMPREGNATED, UV STABILIZED, SEMI-FLEXIBLE, HIGH IMPACT POLYMER

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FRANGIBLE/HINGED CONNECTOR

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FINISHED GRADE

AutoCAD SHX Text ANCHOR: HIGH-DENSITY POLYMER, ABLE TO SUPPORT MARKER AND WITHSTAND WINDSPEEDS UP TO 100 MPH

GENERAL NOTES: 1. GLASS BEADS ARE ONLY GLASS BEADS ARE ONLY REQUIRED WITH PERMANENT PAVEMENT MARKINGS. 2. APPLICATION OF GLASS BEADS APPLICATION OF GLASS BEADS IS INCIDENTAL TO ITEM P-620-5.1.

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B-06

B-07 B-08

FUELING APRON

SOUTH APRON

SRE

STORAGE

BUILDING

NORTH APRON

TAXIWAY A

TERMINAL

BUILDING & HANGAR

HANGAR A

HANGAR B

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Sheets and Views

1 COVER SHEET

2 LEGEND, ABBREVIATIONS, QUANTITIES & SHEET INDEX

3 GENERAL NOTES

4 SURVEY CONTROL PLAN

5 OVERALL AIRPORT PLAN

6 PROJECT SITE PLAN

7 STORM WATER MANAGEMENT PLAN

8 STORM WATER MANAGEMENT DETAILS

9 OVERALL PHASING AND ACCESS PLAN

10 PHASING AND ACCESS PLAN PHASES 1A & 1B

11 PHASING AND ACCESS PLAN PHASES 1A & 1C

12 PHASING AND ACCESS PLAN PHASES 1A, 1C, & 1D

13 PHASING AND ACCESS PLAN PHASE 2

14 PAVEMENT SECTIONS

15 DEMOLITION PLAN

16 AIRCRAFT TIE-DOWN LAYOUT PLAN

17 PAVING PLAN

18 DETAILS

19 DETAILS

20 GRADING & DRAINAGE PLAN

21 PAVEMENT ELEVATION PLAN

22 AIRCRAFT TIE-DOWN MARKING PLAN

23 PAVEMENT MARKING PLAN

24 PAVEMENT MARKING DETAILS

25 BORING LOCATION MAP

26 BORING LOGS

File details come from the government source that posted it. Updated Apr 13, 2025.