JKSE242430 Repair Tiedowns and Apron Markings - Drawings.pdf

JKSE 242430

MONTANA AIR NATIONAL GUARD

GREAT FALLS, MONTANA

GENERAL NOTES

1. UNLESS SPECIFICALLY SHOWN ON THESE DRAWINGS, ALL NON-AIRFIELD WORK

(TRENCHING, EXCAVATION AND BACKFILL, ETC) AND ALL AIRFIELD RELATED

CONSTRUCTION SHALL CONFORM TO THESE DRAWINGS AND THE TECHNICAL

SPECIFICATION SECTIONS OF THE PROJECT MANUAL.

2. CONTRACTOR SHALL NOTIFY THE AIRPORT, MTANG, AND/OR EACH UTILITY

COMPANY IF EXCAVATION IS REQUIRED AND BEFORE EXCAVATION. CONTRACTOR

SHALL BE REPONSIBLE FOR ALL UTILITY LOCATES.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS REQUIRED FOR THEIR

CONSTRUCTION ACTIVITIES.

4. CONTRACTOR SHALL IMPLEMENT STORM WATER BEST MANAGEMENT PRACTICES

(BMP) IN ACCORDANCE WITH MDEQ STATUES, RULES, AND REGULATIONS.

5. THE CONTRACTOR WILL BE PROVIDED WITH 2-DIMENSIONAL AutoCAD Drawings (.dwg FORMAT).

SHEET INDEX

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APPROVAL/REVISION

NUM APPROVED BY DATE

G-100

DRAWN BY

TSGT M. AMMONS

219TH RHS

TITLE

COVER SHEET

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APPROVAL/REVISION

NUM APPROVED BY DATE

C-100

DRAWN BY

TSGT M. AMMONS

219TH RHS

TITLE

EXISTING SITE

SCALE

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APRON PARKING POSITION LAYOUT

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EXPANSION JOINT REPLACEMENT

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MEASURE FROM

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TYPICAL PARKING POSITION LAYOUT

GROUNDING POINT

DETAIL 2, C-201

GENERAL NOTES:

1. llEDOYotlS ARE DIMENSIONED TO lHE CENlER OF lHE ANCHOR BAR.

2. DIMENSIONS SHOWN ARE FOR A TYPICAL LA 'l'OUT.

ADJUS'IMENlS SHALL BE MADE TO MAINTAIN MINIMUM 3-FT DISTANCE FROM APRON JOINlS.

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APPROVAL/REVISION

NUM APPROVED BY DATE

C-200

DRAWN BY

TSGT M. AMMONS

219TH RHS

TITLE

TIEDOWN PLAN

SCALE

NTS

NOTES:

EYE AND SLEEVE

ASSEMBLY

SECTION SECTION

STATIC GROUND

(UFC 3-575-01)

NEW ANCHOR BAR IN EXISTING PCC APRON

PLAN VIEW

NOTES:

TIEDOWN ANCHOR

(UFC 3-260-01)

SCALE: NONE

NOTES:

EXPANSION JOINT1

C-201

CONSTRUCTION JOINT (TYP)

Doweled Transverse/Longitudinal

NOTES:

C-200

C-201

A

B

BA

APPROX.

4 12"

APPROX.

4 12"

DATE

DEC 2024

SHEET

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SCALE

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TITLE

DRAWN BY

TSGT M. AMMONS

DETAILS

219TH RHS

APPROVAL/REVISION

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C-201

NOTES

1. GROOVE MUST BE SAWED.

2. TOP OF SEALANT SHALL BE 1/4" TO 1/16"

BELOW TOP OF PAVEMENT. IN AREAS

THAT ARE GROOVED, THE JOINT SEAL

SHALL BE RECESSED BELOW THE

DEPTH OF THE GROOVES.

3. DEPTH AND WIDTH OF UNCOMPRESSED

SEAL SHALL BE AS RECOMMENDED BY

MANUFACTURER, EXCEPT THE DEPTH

SHALL NOT BE LESS THAN 1 12"

4. USE OF POURED JOINT SEALANT MUST

BE APPROVED BY ENGINEER AS AN

EQUAL TO PERFORMED COMPRESSION

SEALER.

NOTES

1. PLACE STATIC GROUNDS AS INDICATED IN

PLANS.

2. CORE DRILL A 8-10" HOLE, PLACE STATIC

GROUND AND NEW CONCRETE FLUSH TO

SURROUNDING PCC

3. PAINT BLOCK YELLOW- 2 NEW LOCATIONS

AND 1 EXISTING (TYP).

4. LABEL WITH BLACK 3" LETTERS: "GROUND"

00 1' 2'

AutoCAD SHX Text

EXISTING APRON SLAB

A

F l;, ,-J . r -: I I. II '--' II

B

0 200

111111 !

ADD NEW APRON BOUNDARY

VEHICLE ROAD MARKINGS; Option 2

6" 6"

PCC Pavement

HMA Pavement

E

PAINT OVER TAXIWAY MARKINGS

0-7:

' 13

F -

SCALE: 1" = 100'-0"

B

F

REMOVE & REPLACE APRON

BOUNDARY MARKINGS; Option 2

6" 6", 1 �·

I V

I I / PCC Pavement I I / --- I

I " HMA Pavement

REMOVE EXISTING-ADD NEW

STOP BAR MARKINGS

EXISTING STOP BAR

TO BE REMOVED

r,=,i

0-7:

01:

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C

REMOVE TOWWAY & REPLACE

WITH TAXI LANE LINE MARKINGS

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STAND OFF BETWEEN TAXILINE

AND RESTRICTED AREA MARKING

6"

PAINT OVER 36" REMAINS

IN PLACE

REMAINS

36"

IN PLACE

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REMOVE 3X "TOWWAY" MARKING

I

LITTERS PER UFC 3-260-04

AIRPORT AND HELIPORT MARKING

FIGURES 6-13, 6-14, 6-15

EXISTING J-

REMOVE 6" 'IOIITE7 REMOVE TOWWAY_/

5• YELl.OW

CENTERLINE

MARKING

AND REPLACE W/

6" YELLOW

HMA Pavement PCC Pavement

1.

2.

3.

4.

5.

6.

7.

H

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01"

-,-13 •• •

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NOTES

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NEW AIRFIELD MARKINGS WILL MAINTAIN 6" OF SEPARATION FROM OTHER

MARKINGS UNLESS SPECIFIED IN DRAWINGS.

AIRFIELD MARKINGS WILL BE SYMMETRICAL AROUND CENTERLINE OF TAXIWAY

LINE UNLESS OTHERWISE NOTED.

NEW PAINT MARKING LOCATIONS ARE SHOWN IN BOLD.

DETAIL "A" REQUIRES APPROXIMATELY 2,025' OF NEW MARKINGS.

DETAIL "B" REQUIRES APPROXIMATELY 1,663' OF NEW MARKINGS.

DETAIL "C" REQUIRES APPROXIMATELY 570' OF NEW MARKINGS.

DETAIL "E" REQUIRES APPROXIMATELY 2,296' OF NEW MARKINGS.

REMOVE "TOWWAY" MARKING

LITTERS PER UFC 3-260-04

AIRPORT AND HELIPORT MARKING

FIGURES 6-13, 6-14, 6-15

REMOVE 6" WHITE

AND REPLACE W/

6" YELLOW

HMA Pavement

12• YELl.OW

CENTERLINE

PCC Pavement

DEC 2024

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APPROVAL/REVISION

NUM APPROVED BY DATE

C-202

DRAWN BY

TSGT M. AMMONS

219TH RHS

TITLE

AIRFIELD MARKING PLAN

SCALE

NTS

Option 1