S152 SHELTER _1 SLAB PLAN_Amd01_2020-09-14.pdf
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- Attached to
- Alert Facility and Alert Apron Federal contract opportunity
- Solicitation number
- N69450-20-R-0129
About this file
This document contains a solicitation for the construction of an Alert Facility and Alert Apron at NAS JRB New Orleans. The scope of work includes the construction of an Aerospace Control Alert Facilities and Alert Apron utilizing conventional design and construction methods to accommodate the mission of the facility. Key requirements include the construction of two aircraft shelters with drive-through capability and installed systems, an aircrew alert quarters/mission support structure with Alternate Command Post capabilities and a secure area, and an entry control facility with standby power. The alert apron scope requires providing all associated utilities, site improvements, lighting and security upgrades for a parking apron to accommodate two alert ready aircraft. The contract will be a firm-fixed-price design-bid-build project with a completion schedule of 1300 calendar days from award. The total project value is estimated between $25 million to $100 million. The solicitation is unrestricted and open to all responsible sources. The agency is the Department of the Navy Naval Facilities Engineering Command.
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Text version
S5 S6 S7
SA
SB
SC
SE
SD
S4
S503
S503
S503
S503
S503
'-1
1"
'-0
'-0
'-1 1"
1' -6
NOTE 3, TYP.
8"
3'-2 15/16"
1'-5" 76'-8" 76'-8" 1'-5" 0"
INDICATES LOCATION OF
VERTICAL X-BRACING TO BE
SPECIFIED & PROVIDED BY THE
PEMB MANUFACTURER TYP.
SEE PLAN NOTE 5.
5'-6" 5'-6"
4'-10" 66'-4" 5'-6" 5'-6"
'-1
0"
156'-2"
S503
66'-4" 4'-10"
1'-5" 4'-10" 66'-4" 66'-4" 4'-10" 1'-5"
DOWELED SAWCUT
CONTRACTION JOINT
TYP. U.O.N.; SEE 1/S504
AND PLAN NOTE 7
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.
S503
S503
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
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
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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
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TH
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SO
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
S152
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15135259
1/8" = 1'-0"
AIRCRAFT SHELTER #1 - 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 14" 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. THE CONTRACTOR MAY SUBSTITUTE DOWELED CONSTRUCTION JOINTS
PER DETAIL 3/S504 AT DOWELED CONTRACTION JOINT LOCATIONS.
8. 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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