S154 SHELTER _2 SLAB PLAN_Amd01_2020-09-14.pdf
PDF 133 KB Posted
- Attached to
- Alert Facility and Alert Apron Federal contract opportunity
- Solicitation number
- N69450-20-R-0129
About this file
This document package includes plans for the construction of an aircraft shelter and alert apron at NAS JRB New Orleans, as well as the corresponding federal contract solicitation. The construction project involves building two aircraft shelters with drive-through capability, heating, fire suppression, metal walls and standing seam roofs. An aircrew alert quarters and mission support structure will also be built, including alternate command post capabilities, a secure area and entry control facility. Standby power, pile foundations, and site preparation including surcharging will be provided. The alert apron scope includes all utilities, communication support, site improvements, exterior lighting, lightning protection and security upgrades to accommodate parking for two alert ready aircraft. Security fencing, access gates, airfield lighting and security lighting with controls and communications will be installed. Pile foundations and soil dewatering will also be provided if required. The solicitation is for a firm-fixed-price design-bid-build construction contract with a total project magnitude between $25-100 million and a completion schedule of 1300 calendar days from award. The Navy is the contracting agency.
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Text version
S1 S2 S3 S5
SA
SB
SC
SE
SD
S4
S504
S503
1' -6
'-1 1"
'-0
'-0
'-1
1" 1'
-6
S503
S503
S503
S503
156'-2"
'-1
0"
S503
1'-5" 4'-10" 66'-4" 5'-6" 5'-6" 66'-4" 4'-10" 1'-5"
1' -0
1'
-0
1'-5" 76'-8" 76'-8" 1'-5" 10'-7" 8"
3'-2 15/16"
1'-5"
4'-10" 66'-4" 5'-6" 5'-6" 66'-4" 4'-10"
S504
NOTE 7
NOTE 3, TYP.
INDICATES LOCATION OF
VERTICAL X-BRACING TO BE
SPECIFIED & PROVIDED BY THE
PEMB MANUFACTURER TYP.
SEE PLAN NOTE 5.
DOWELED SAWCUT
CONTRACTION JOINT
TYP. U.O.N.; SEE 1/S504
AND PLAN NOTE 8
DOWELED EXPANSION JOINT - SEE 9/S504 DOWELED EXPANSION JOINT - SEE 9/S504
DOWELED EXPANSION JOINT - SEE 9/S504DOWELED EXPANSION JOINT - SEE 9/S504
NOTE 6, TYP.
FIN. FLOOR
EL. = 0'-0"
FIN. FLOOR
EL. = 0'-0"
FIN. FLOOR
EL. = (-)0'-1"
FIN. FLOOR
EL. = (-)0'-1"
FIN. FLOOR
EL. = (-)0'-1"
FIN. FLOOR
EL. = (-)0'-1"
FIN. FLOOR
EL. = 0'-0"
FIN. FLOOR
EL. = 0'-0"
FIN. FLOOR
EL. = 0'-0"
FIN. FLOOR
EL. = 0'-0"
SLOPE SLOPE
SL
O
PE
SL
O
PE
FIN. FLOOR
EL. = 0'-0"
FIN. FLOOR
EL. = 0'-0"
FIN. FLOOR
EL. = (-)0'-1"
FIN. FLOOR
EL. = (-)0'-1"
FIN. FLOOR
EL. = (-)0'-1"
FIN. FLOOR
EL. = (-)0'-1"
FIN. FLOOR
EL. = 0'-0"
FIN. FLOOR
EL. = 0'-0"
FIN. FLOOR
EL. = 0'-0"
FIN. FLOOR
EL. = 0'-0"
SLOPESLOPE
SL
O
PE
SL
O
PE
S504
S504
S503
S503
8' -4
8'
-4
8' -4
8'
-4
33'-2" 33'-2" 33'-2" 33'-2"
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 5 APRIL 2012
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
DE
PA
RT
ME
NT
O
F
TH
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NA
VY
NA
VA
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IN
EE
RI
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AL
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NV
ILL
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SHEET FORMAT IS 22" X 34". IF PRINTED SHEET IS NOT 22" X 34", THEN IT IS NOT TO SCALE
B-3 SUBMITTAL 02/28/2020
DESIGN MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
PROJECT MANAGER
ANTHONY DISANTO
Michelle Contestabile
KURT W. WITTMAN
JOANNE DIZ
1/8" = 1'-0"
IP
T
SO
U
TH
EA
ST
1621243
N69450-XX-C-XXXX
S154
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15135261
1/8" = 1'-0"
AIRCRAFT SHELTER #2 - SLAB PLAN
PLAN NORTH
M
AT
CH
LI
N E
M
AT
CH
LI
N E
PLAN NOTES:
1. SEE SHEETS S001 & S002 FOR GENERAL STRUCTURAL NOTES & DESIGN
CRITERIA.
2. REFERENCE FINISHED FLOOR ELEVATION = 0'-0". SEE CIVIL DWG'S FOR ACTUAL
ELEVATION.
3. SHELTER SLAB IS AN 13" CAST-IN-PLACE CONCRETE SLAB-ON-GRADE WITH
#5 AT 12" o.c. CONT. EA. WAY TOP & BOTTOM ON COMPACTED SUB-BASE
CONSISTING OF 6" RIGID PAVEMENT BASE COURSE (SPEC. 32 11 20) ON
STABILIZED SUB-GRADE (SPEC. 31 23 00.00 20).
4. PROVIDE (2)-#4x4'-0" TOP, TYP. AT REENTRANT CORNERS.
5. THE PRE-ENGINEERED METAL BUILDING (PEMB) SUPER-STRUCTURE SHALL BE
DESIGNED FOR THE DESIGN CRITERIA MENTIONED IN THE GENERAL
STRUCTURAL NOTES, AS WELL AS ANY ADDITIONAL LOADS SHOWN ON PLAN.
THE PEMB SUPPLIER SHALL PROVIDE SHOP DRAWINGS THAT MUST BE
REVIEWED AND APPROVED BY THE SEOR PRIOR TO FABRICATION
AND FOUNDATION CONSTRUCTION.
6. PROVIDE (3) AIRCRAFT TIE DOWNS EMBEDDED IN THE CONCRETE SLAB, ON EA.
SIDE OF THE AIRCRAFT. SEE 7/S503. VERIFY FINAL LOCATIONS w/ LOUISIANA
AIR NATIONAL GUARD.
7. 8" STRUCTURAL CAST-IN-PLACE CONCRETE SLAB-ON-GRADE REINFORCED w/ #5 AT 12" o.c. EA. WAY TOP & BOTTOM, ON VAPOR RETARDER, ON
COMPACTED FILL TYP.
8. THE CONTRACTOR MAY SUBSTITUTE DOWELED CONSTRUCTION JOINTS
PER DETAIL 3/S504 AT DOWELED CONTRACTION JOINT LOCATIONS.
9. APPLY LIQUID-CHEMICAL FLOOR HARDENER/SEALER TO SLAB SURFACE
IN ACCORDANCE WITH THE SPECIFICATIONS AND THE MANUFACTURER'S
INSTRUCTIONS.
| Sheets |
| S001 - GENERAL NOTES & DESIGN CRITERIA |
| S152 - SHELTER #1 SLAB PLAN |
| S154 - SHELTER #2 SLAB PLAN |
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