GC501 Access and Phasing Details-1 (R1).pdf
PDF 356 KB Posted
- Attached to
- ADC HANGAR Federal contract opportunity
- Solicitation number
- W50S7020B0001
About this file
This document package includes construction drawings and specifications for a new consolidated maintenance hangar and shops project at the Savannah/Hilton Head International Airport. Key details of the project include construction of a 165th Airlift Wing consolidated maintenance hangar and shops facility. The drawings provide access and phasing details, construction fencing details, and notes for barricade placement coordination. The related federal contract opportunity is a solicitation seeking bids for the project, with a pre-bid conference scheduled for July 7th and responses due on August 5th. The solicitation is being issued by the Department of the Army Georgia Army National Guard.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| GC004 ACCESS AND LAYDOWN PLAN (R1).pdf | ||
| B101 BORING LOGS (R1).pdf | ||
| ES102 - ELECTRICAL SITE PLAN - 2 (R1).pdf | ||
| CS451 CODE COMPLIANCE SITE PLAN (R1).pdf | ||
| W50S70-20-B-0001-0003.pdf | ||
| CD102 CIVIL UTILITY DEMOLITION PLAN (R1).pdf | ||
| GC005 Enlarged Access and Phasing Plan (R1).pdf | ||
| W50S70-20-B-0001-0002.pdf | ||
| 01 45 35 Schedule of Special Inspections.pdf | ||
| W50S70-20-B-0001-0001.pdf | ||
| Vendor Sign in Sheet Site Visit 7-7-20.pdf |
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Text version
25'
12"
9"
MIN
MIN
FINISH GRADE
PLUNGER ROD CATCH
GATE POST
BARBED WIRE
GATE FRAME
GATE POST
TRUSS
RODS
CHAIN
LINK
FABRIC
BRACE
TRUSS
RODS
CHAIN
LINK
FABRIC
LATCH TO
ACCOMMODATE
PADLOCK
BRACE
M I N
CONCRETE
FOOTING (TYP)
8'-0"
SUPPORT BRACE
2X4, 24" IN LENGTH
SECURELY FASTENED WITH
ORANGE GRAVEL FILLED BAGS
(OR SIMILAR)
RED FLASHING LIGHT
2"X8" (NOMINAL)
ALTERNATING 6" BANDS
OF AVIATION WHITE &
ORANGE (ALL SIDES OF
BOARD)
BARRICADES SHALL BE BRACED
TO PREVENT TIP OVER OR
DISPLACEMENT AS MAY BE
INDUCED BY WIND OR JET BLAST
NOTES:
1. FLASHERS SHALL BE BATTERY OPERATED. LENS SHALL BE RED AND BE ABLE TO ROTATE 90°.
2. SUPPORT BRACES SHALL BE SECURELY ATTACHED TO 2"X8".
3. GRAVEL FILLED BAGS SHALL BE PLACED ON BOTH SIDES OF EACH SUPPORT BRACE. ALL
ANCHORS USED TO SECURE BARRICADES SHALL BE ORANGE
4. FACING OF 2"X8" TO BE COVERED WITH REFLECTIVE TAPE OR PAINT.
5. CONTRACTOR SHALL PROVIDE A SUFFICIENT NUMBER OF LOW PROFILE BARRICADES TO EXTEND
ACROSS THE PAVEMENT AT THE LOCATIONS SHOWN WITH BARRICADES PLACED END TO END
WITH NO GAPS.
6. BARRICADES SHALL COMPLY WITH FAA REQUIREMENTS.
7. PLACEMENT OF BARRICADES SHALL BE COORDINATED WITH AIRFIELD MANAGER.
D1
LOW PROFILE BARRICADE
SCALE: NTS
D3
TEMPORARY CONSTRUCTION FENCE (CONTROLLED PERIMETER)
SCALE: NTS
D5
DOUBLE SWING GATE
SCALE: NTS
MULTIPLES OF
10'-0" MAXIMUM
END BAY 10'-0" (MAXIMUM)
BARBED WIRE
BOTTOM RAIL
LINE POST
TOP RAIL
BARBED WIRE
TOP RAIL
Δ
Δ
BRACE
TRUSS
RODS
CHAIN
LINK
FABRIC
FINISH
GRADE
ANGLE OR
CORNER POST
SECURE SIDE
T
Y P
T
Y P
T
Y P
12"(MIN)
(TYP)
CONCRETE
FOOTING (TYP)
SECURITY FENCE - CORNER PLAN
NOTES:
1. BARBED WIRE SHALL BE ANGLED TOWARD THE CONSTRUCTION
AREA AND AWAY FROM THE BASE CONTROLLED PERIMETER.
2. FOR INSTALLATION IN EXISTING CONCRETE, FENCE SHALL BE
ANCHORED WITH BASE PLATE AND ANCHOR BOLT AS DETAILED.
UPON REMOVAL OF TEMPORARY CONSTRUCTION FENCING. ALL
ANCHOR BOLT HOLES SHALL BE EPOXY FILLED FLUSH WITH
EXISTING GRADE.
3. ALL PENETRATIONS THROUGH ASPHALT SHALL BE PATCHED UPON
REMOVAL OF FENCING.
4. FENCE MAY BE MOUNTED TO JERSEY BARRIERS AT CONTRACTOR'S
OPTION. SEE DETAIL A1 ON THIS SHEET FOR DETAILS.
1/2" Ø A BOLT HOLE (TYP 4)
2" Ø STEEL POST
DETAIL OF
BASE PLATE
2"
2"
6"
3"
2"X2"X1/4" WELDED STEEL BRACE
(TYP 4)
x x x x
CONCRETE JERSEY BARRIER
OR WATER FILLED BARRIER
1/2" Ø ANCHOR BOLT
WITH LEVELING NUTS
1/2" Ø A BOLT HOLE (TYP 4)
2" Ø STEEL POST
DETAIL OF
BASE PLATE
NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIALS SHOWN INCLUDING CONCRETE BARRIER RAILS.
2. BARRIERS WILL BE SUBJECTED TO JET BLAST FROM TAXIING AIRCRAFT ON APRON. CONTRACTOR SHALL BE RESPONSIBLE
FOR PROVIDING THE BARRIER SYSTEM SUCH THAT OVERTURN FROM JET BLAST IS PREVENTED AND CONTRACTOR
PERSONNEL PROTECTION FROM FOD RESULTING FROM JET BLAST IS MAXIMIZED.
3. BARRIERS SHALL BE INTERCONNECTED WITH ONE ANOTHER TO RESIST THE POSSIBILITY OF OVERTURN DUE TO JET
BLAST.
4. THE CONTRACTOR MAY SUBMIT ADDITIONAL METHODS TO THE COR FOR APPROVAL.
5. CONTRACTOR MAY SUBSTITUTE WATER FILLED FILLED BARRIER FENCE (TRAFIX WATER WALL FENCE) OR APPROVED
EQUAL.
BOTTOM RAIL
No. 8 BAR PIN (TYP)
EXISTING PCC CONCRETE
PAVEMENT SURFACE
6"
2"
2"
10' 0" BARRIER LINE SECTION (TYP)
5' 0"
10' 0" BARRIER CORNER SECTION (TYP)
9"
SECTION VIEW
ELEVATION VIEW
6"x6"x.375"
STEEL BASE PLATE
6"
3"
2"X2"X1/4" WELDED STEEL BRACE
(TYP 4)
9"
SEE DETAIL D3 FOR CONSTRUCTION FENCE DETAIL
SEE DETAIL D3 FOR
CONSTRUCTION FENCE DETAIL
A1
JERSEY BARRIER MOUNTED FENCE (CONTRACTOR'S OPTION)
SCALE: NTS
103591_C500.DWG
5 6
D
C
A
B
1 2 3 4
E
D
C
A
B
E
5 61 2 3 4 ofsheet sheets date detailed checkeddesigned project contract rev.drawing file
C O
P Y
R I G
H T
B
U R
N S
A
N D
M c D
O N
N E
L L
E
N G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
DATEREV.
REVISIONS
DESCRIPTION INIT
GEORGIA AIR NATIONAL GUARD
SAVANNAH/ HILTON HEAD IAP
SAVANNAH, GEORGIA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
103591
Project No. - XDQU109057
W9133L-15-D-0003-C004
165 AW, ADC
NEW CONSOLIDATED MX
HANGAR AND SHOPS
NOT FOR
CONSTRUCTION
ACCESS AND PHASING DETAILS - 1
GC501 C
10/15/18
J. SHEPHERD L. MONZON
M. MILLER
A 10/15/18 B1 SUBMITTAL JTS
B 1/22/19 B2 SUBMITTAL JTS
C 5/1/19 B3 SUBMITTAL JTS
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