W912QR23R0034_PLANS-0004.pdf
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- Alpena ANG Hangar and Maintenance Shops, MI
- Solicitation number
- W912QR23R0034
About this file
This document package includes plans and specifications for an aircraft hangar and maintenance shops project. Key details include the project location in Alpena, Michigan, an estimated construction cost range of $10-20 million, and the relevant NAICS code of 236220. The solicitation number is W912QR23R0034 and is a full and open competition requiring price evaluation of HUBZone small businesses. Interested parties should register in SAM and check for pre-bid meeting details. Products and services required include construction of a new hangar, shops, and related site work. The point of contact for the solicitation is the named Contract Specialist.
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FIRE ALARM / MNS / RELEASING SYSTEM LEGEND GENERAL NOTES:AUDIBLE DESIGN CRITERIA:ABBREVIATIONS:
AFF ABOVE FINISHED FLOOR
AWG AMERICAN WIRE GAUGE
CD CANDELA
CIS COMMON INTELLIGIBILITY SCALE
DB DECIBEL
DBA DECIBEL A-WEIGHTED
DDC DIRECT DIGITAL CONTROL
EMCS ENERGY MONITORING AND CONTROL
SYSTEM
FA FIRE ALARM
FDC FIRE DEPARTMENT CONNECTION
FM FM GLOBAL
FX FIRE SUPPRESSION
HVLSF HIGH VOLUME LOW SPEED FAN
IDC INITIATING DEVICE CIRCUIT
IR INFRARED
MNS MASS NOTIFICATION SYSTEM
NAC NOTIFICATION APPLIANCE CIRCUIT
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRICAL MANUFACTURERS
ASSOCIATION
RF RADIO FREQUENCY
TYP TYPICAL
UL UNDERWRITERS LABORATORY
WP WEATHERPROOF (NEMA 250, TYPE 3R)
WF WATER FLOW DETECTOR / SWITCH (PROVIDED BY DIVISION 21)
F MANUAL FIRE ALARM PULL STATION
LOC LOCAL OPERATING CONSOLE
FPC FIRE PUMP CONTROLLER (PROVIDED BY DIVISION 21)
VS VALVE SUPERVISORY SWITCH (PROVIDED BY DIVISION 21)
SS
SURGE SUPPRESSOR
(TRANSIENT VOLTAGE SURGE SUPPRESSOR)
AMP AMPLIFIER
RL NON-ADDRESSABLE OUTPUT RELAY
BATT SECONDARY POWER SUPPLY (BATTERY)
MD MAINTENANCE/DISCONNECT SWITCH
VISIBLE DESIGN CRITERIA:
FACU/ACU
COMBINATION FIRE ALARM CONTROL UNIT
AND AUTONOMOUS CONTROL UNIT
NAC
NOTIFICATION CIRCUIT POWER BOOSTER,
EXTENDER PANEL
FAC FIRE ALARM COMMUNICATOR (e.g. RF TRANSMITTER)
1. PROVIDE AUDIBLE NOTIFICATION APPLIANCES AS INDICATED TO
ACCOMPLISH THE FOLLOWING DESIGN CRITERIA WITH ALL DOORS, FIRE
SHUTTERS, AND WINDOWS CLOSED. WHERE THIS DESIGN CRITERIA IS NOT
ACCOMPLISHED DURING ACCEPTANCE TESTING, PROVIDE ADDITIONAL
DEVICES TO MEET THE MINIMUM DESIGN CRITERIA WITHOUT EXCEEDING
THE LIMITATIONS OF THE FACU/ACU, RSFACU, NAC, OR AMP. (INCLUSIVE OF
PRESCRIBED SAFETY FACTORS).
2. PROVIDE A QUANTITY OF SPEAKERS IN EACH ROOM/AREA IDENTIFIED ON
THE DRAWINGS TO ACHIEVE THE REQUIRED SOUND POWER AND
INTELLIGIBILITY OUTLINED IN THESE CONTRACT DOCUMENTS. NOTE:
DEPENDING ON THE QUALITY OF SPEAKER USED, SEVERAL SPEAKERS
TAPPED AT A LOWER SETTING MAY BE REQUIRED TO ACHIEVE THE
PRESCRIPTIVE CIS SCORE.
3. PROVIDE A MINIMUM SOUND POWER OF 70 DBA AND 15 DBA OVER THE
AVERAGE AMBIENT SOUND LEVEL AT THE MOST REMOTE LOCATION WITHIN
THE ROOM/AREA IDENTIFIED ON THE DRAWINGS MEASURED AT 5 FT AFF.
WHEN MEASURING MAXIMUM AMBIENT SOUND LEVEL, INCLUDE SOUND
FROM NORMAL OR PERMANENT SOURCES, HAVING A DURATION GREATER
THAN 60 SECONDS. SOUND FROM TEMPORARY OR ABNORMAL SOURCES IS
NOT REQUIRED TO BE INCLUDED WHEN MEASURING MAXIMUM AMBIENT
SOUND LEVEL. MEASURE THE SOUND POWER OFF THE TEMPORAL THREE
TONE PATTERN. THE FOLLOWING CRITERIA WILL BE USED FOR REVIEW
AND APPROVAL OF SHOP DRAWINGS.
A. REDUCE THE SOUND POWER BY 6 DB EACH TIME THE DISTANCE
BETWEEN THE APPLIANCE AND THE LISTENER IS DOUBLED.
STARTING DISTANCE IS PER MANUFACTURER'S DATASHEET,
TYPICALLY 10 FT.
B. REDUCE THE SOUND POWER IN ACCORDANCE WITH THE
MANUFACTURER'S DATASHEET FOR SOUND POWER DISTRIBUTION
NOT PERPENDICULAR TO THE FACE OF THE APPLIANCE. REFER TO
MANUFACTURER'S TYPICAL SOUND OUTPUT DISTRIBUTION DIAGRAM.
C. IN LIEU OF THE MANUFACTURER'S PUBLISHED DB LOSS, ASSUME A
MINIMUM 15 DB LOSS THROUGH A STANDARD CLOSED DOOR.
4. PROVIDE EXTERIOR SPEAKERS MEETING A MINIMUM SOUND POWER OF 70
DBA AND 15 DBA OVER THE AVERAGE AMBIENT SOUND LEVEL, AND A CIS OF
0.8 WITHIN THE AREA INDICATED MEASURED AT 5 FT ABOVE GRADE.
MEASURE THE SOUND POWER OFF THE TEMPORAL THREE TONE PATTERN.
THE AVERAGE AMBIENT SOUND LEVEL IS THE ROOT MEAN SQUARE, A-
WEIGHTED, SOUND PRESSURE LEVEL MEASURED OVER THE DURATION THE
BUILDING IS NORMALLY OCCUPIED.
5. MEET THE FOLLOWING INTELLIGIBILITY CRITERIA:
A. ACHIEVE A CIS SCORE OF 0.8 IN EACH ROOM IDENTIFIED ON THE
DRAWINGS MEASURED AT 5 FT AFF.
B. A LESSER CIS IS PERMITTED IN AREAS OF THE BUILDING WITH
EXCESSIVE SOUND REFLECTIONS, SUCH AS ROOMS WITH HARD
WALLS AND CEILINGS (METAL, TILE, OR CONCRETE), WHERE THE
OCCUPANT CAN WALK NO MORE THAN 33 FT TO A LOCATION THAT
ACHIEVES THE MINIMUM CIS. THIS AREA MUST BE READILY
ACCESSIBLE, WITHOUT REQUIRING THE OCCUPANT TO WALK
THROUGH A SECURED DOOR/AREA OR EXIT THE BUILDING.
C. A LESSER CIS IS PERMITTED IN NORMALLY UNOCCUPIED ROOM OF
THE BUILDING, WHERE THE OCCUPANT CAN WALK NO MORE THAN 50
FT TO A LOCATION THAT ACHIEVES THE MINIMUM CIS. THIS AREA
MUST BE READILY ACCESSIBLE, WITHOUT REQUIRING THE OCCUPANT
TO WALK THROUGH A SECURED DOOR/AREA OR EXIT THE BUILDING.
NORMALLY UNOCCUPIED ROOMS ARE CONSIDERED TO BE ,
MECHANICAL / ELECTRICAL ROOMS, COMMUNICATION CLOSETS, AND
FIRE PROTECTION ROOMS.
D. A LESSER CIS IS PERMITTED IN PORTIONS OF A LARGE CAVERNOUS-
TYPE ROOM, SUCH AS A HANGAR BAY, WHERE THE OCCUPANT CAN
WALK NO MORE THAN 98 FT WITHIN THE SAME ROOM TO A LOCATION
THAT ACHIEVES THE MINIMUM CIS.
OR
THE HANGAR BAY SHALL BE MODELED DURING DESIGN FOR
ACOUSTICAL INTELLIGIBILITY. ALL AREAS WITHIN THE ROOM (BAY) IN
THE MODEL AND AT TESTING SHALL BE WITHIN 50 FT OF AN AREA
WITH A 0.7 (0.65 ROUNDED) CIS. AREAS WITH LESS THAN 0.7 CIS HAVE
NO MINIMUM CIS. THIS IS A DEVIATION FROM UFC 4-211-01 AND
UFC 4-021-01 THAT HAS BEEN APPROVED BY THE AHJ.
6. PROVIDE GAIN CONTROL ON ALL MICROPHONES.
1. PROVIDE VISIBLE NOTIFICATION APPLIANCES AS REQUIRED TO ACHIEVE
THE COVERAGE INDICATED.
2. SPACE STROBES IN ACCORDANCE WITH THE CRITERIA OUTLINED IN NFPA
72, UNLESS OTHERWISE NOTED.
3. WHERE SPEAKERS AND STROBES ARE LOCATED IN THE SAME AREA, THEY
MAY BE COMBINED INTO ONE DEVICE.
1. PROVIDE AN ADDRESSABLE COMBINED MONACO FIRE ALARM / MASS NOTIFICATION
SYSTEM. PROVIDE A TRANSCEIVER COMPATIBLE WITH THE EXISTING MONACO RECEIVING
STATION. INCLUDE A SEPARATE DEDICATED RELEASING SYSTEM FOR THE PREACTION
SPRINKLER SYSTEM IN THE HANGAR BAY.
2. COORDINATE ALL REQUIRED SYSTEMS TO THE SATISFACTION OF THE ENGINEER AND
AUTHORITY HAVING JURISDICTION. ANY DEFICIENCIES, INCONSISTENCIES, OR POORLY
COORDINATED INSTALLATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT NO
ADDITIONAL COST.
3. THE FIRE ALARM DRAWINGS ARE SCHEMATIC IN NATURE AND SHOW A MINIMAL QUANTITY
OF DEVICES. DETERMINE THE FINAL QUANTITY AND LOCATION OF ALL DEVICES IN
ACCORDANCE WITH THE SPECIFICATIONS, CONTRACT DRAWINGS, AND
MANUFACTURER'S WRITTEN RECOMMENDATIONS TO BE COMPLIANT WITH ALL
APPLICABLE CODES AND STANDARDS. PROVIDE ADDITIONAL DEVICES WHEN REQUIRED
FOR A FULLY FUNCTIONING FIRE ALARM/MASS NOTIFICATION SYSTEM AS REQUIRED BY
NFPA 72, UFC 3-600-01, UFC 4-021-01, UFC 4-211-01, AND THE SUNDOWN POLICY FOR FOAM
FIRE SUPPRESSION SYSTEMS, CHANGE 2, 29 DECEMBER 2022.
4. CONCEAL ALL CONDUITS IN WALLS OR ABOVE CEILINGS UNLESS OTHERWISE INDICATED.
EXCEPTION: CONDUIT IS ALLOWED TO BE SURFACE MOUNTED ON WALLS AND CEILINGS
IN UNFINISHED AREAS (SUCH AS MECHANICAL ROOM, ELECTRICAL ROOM, FIRE
PROTECTION ROOM). WHERE A CONDUIT SUPPLIES A DEVICE NOT MOUNTED DIRECTLY
ON THE WALL OR CEILING, ROUTE THE CONDUIT AS A SINGLE PENDENT DROP TO EACH
DEVICE FROM THE CEILING SURFACE ABOVE. DO NOT TRAPEZE CONDUIT ACROSS AN
OPEN SPACE.
5. ALL EXPOSED FIRE ALARM JUNCTION BOXES, COVERS AND CONDUITS IN UNFINISHED
AREAS ARE TO BE PROVIDED PRE-FINISHED RED FROM THE FACTORY. PAINT EXPOSED
CONDUIT AND JUNCTION BOXES IN FINISHED AREAS TO MATCH ADJACENT SURFACES.
JUNCTION BOXES INSIDE COVER LABELED, "FIRE ALARM".
6. PROVIDE CONDUIT IN ACCORDANCE WITH THE REQUIREMENTS OF THE ELECTRICAL
SPECIFICATIONS, UNLESS OTHERWISE NOTED. SUPPORT CONDUIT IN ACCORDANCE WITH
THE NEC SUCH AS MAXIMUM 10 FT SUPPORT INTERVALS AND 3 FT FROM A TERMINATION.
TENSION ONLY HANGERS, SUCH AS BATWINGS, ARE NOT PERMITTED. FLEXIBLE CONDUIT
IS ONLY PERMITTED WHEN CONNECTING TO THE FOLLOWING DEVICES AND APPLIANCES:
DEVICES LOCATED ON FIRE SUPPRESSION EQUIPMENT SUCH AS FLOW/PRESSURE
SWITCHES, SOLENOIDS, AND TAMPER SWITCHES, DEVICES AND APPLIANCES LOCATED IN
REMOVABLE CEILING TILES, OR WHERE SPECIFICALLY NOTED.
7. PROVIDE CONDUCTOR SIZING NOT LESS THAN 18 AWG FOR SLC. PROVIDE CONDUCTOR
SIZING NOT LESS THAN 16 AWG FOR NAC AND IDC. CONSISTENTLY COLOR COORDINATE
ALL CONDUCTORS THROUGH THE SYSTEM IN RELATION TO DEVICES THEY FEED SUCH AS
SLC - BLACK/RED, STROBE - YELLOW/BLUE. PROVIDE ADDRESSABLE SLC CIRCUITS WITH
SHIELDED CONDUCTORS WHERE REQUIRED BY THE MANUFACTURER, WHERE THE
SHIELDING IS GROUNDED AT ONE END. PROVIDE ALL CIRCUITS WITH LABELING AT THE
POINT OF TERMINATION SUCH AS SLC 1, NAC 8, IDC 4.
8. RUN CONDUCTORS FROM DEVICE TO DEVICE WITHOUT SPLICES. WIRE NUTS ARE
PROHIBITED. UTILIZE TERMINAL STRIPS WHERE CONDUCTORS CANNOT BE DIRECTLY
TERMINATED AT THE DEVICE.
9. DO NOT USE FIRE ALARM EQUIPMENT PANELS AS RACEWAY FOR ROUTING POWER
WIRING OR LOW VOLTAGE WIRING. ONLY ROUTE WIRING TERMINATING WITHIN THE
PANEL INTO THE PANEL. PROVIDE 1/4 INCH SEPARATION BETWEEN POWER-LIMITED FIRE
ALARM CIRCUITS AND POWER CIRCUITS.
10. MOUNTING DEVICES IN THE FACU/ACU AND RSFACU, INCLUDING ANY SUBPANELS SUCH
AS AMP, NAC, AND FAC WHICH ARE NOT UL LISTED OR FM APPROVED AS PART OF THE
UNIT IS PROHIBITED.
11. PROVIDE SURGE SUPPRESSORS TO PROTECT ALL POWER SUPPLY CIRCUITS TO THE
FACU/ACU AND RSFACU, INCLUDING ANY SUBPANELS SUCH AS AMP, NAC, FAC, AND ALL
FIRE ALARM CIRCUITS LEAVING OR ENTERING THE BUILDING. DEVICES AND APPLIANCES
MOUNTED DIRECTLY ON THE EXTERIOR OF THE BUILDING SUCH AS WALL MOUNTED
EXTERIOR SPEAKERS DO NOT REQUIRE SUPPRESSORS. MOUNT SURGE SUPPRESSORS IN
A SEPARATE ENCLOSURE, UNLESS IT IS UL LISTED OR FM APPROVED AND INSTALLED IN
THE CONTROL UNIT BY THE FACTORY.
12. INSTALL FIRE ALARM BATTERIES IN THE ENCLOSURE OF THE DEVICE/UNIT IT SUPPORTS
SUCH AS FACU ENCLOSURE OR IN AN INDEPENDENT DEDICATED ENCLOSURE.
13. PROVIDE NEMA 250 TYPE 4 WALL MOUNTED DEVICES AND APPLIANCES WITHIN THE
HANGAR BAY (INCLUDING BACKBOXES). PROVIDE WATERTIGHT CONDUIT AND JUNCTION
BOXES THROUGHOUT THE HANGAR BAY.
14. TEXT SIGNS IN THE HANGAR BAY ARE REQUIRED TO BE NEMA 250 TYPE 4 OR PROVIDED IN
A NEMA 250 TYPE 4 ENCLOSURE WITH A CLEAR FACE.
TS TEMPERATURE SENSOR
PS
PRESSURE DETECTOR / SWITCH (PROVIDED BY DIVISION 21)
H = HIGH
L = LOW
PLATE NUMBER WHERE DETAIL IS
DRAWN
DETAIL
NUMBER
DETAIL CALLOUT SYMBOL
SECTION CUT SYMBOL
SECTION
LETTER
PLATE NUMBER
WHERE SECTION IS
DRAWN
VIEW
SECTION
SECTION, DETAIL OR ELEVATION
IDENTIFICATION MARK
PLAN, SECTION, OR DETAIL TITLE
PLAN/SECTION/DETAIL TITLE
MNS PRIORITIZATION:
1. ACU INPUTS TAKE PRIORITY OVER ALL INPUTS.
2. LOC INPUTS TAKE PRIORITY OVER BASE GENERATED
INPUTS.
3. MNS INPUTS TAKE PRIORITY OVER FIRE INPUTS.
ET EMERGENCY TEXTUAL VISIBLE DISPLAY
HEAT HEAT TRACING CONTROL PANEL
LS LEVEL DETECTOR
S P
PHOTOELECTRIC SMOKE DETECTOR
HORN / STROBE COMBINATION
S SPEAKER
SPEAKER / STROBE COMBINATION
AOM ADDRESSABLE OUTPUT CONTROL MODULE
AIM ADDRESSABLE INPUT MONITOR MODULE
ANTENNA
SOV
SOLENOID VALVE (PROVIDED BY DIVISION 21)
PRE PREACTION
GROUND
RSFACU RELEASING SERVICE FIRE ALARM CONTROL UNIT
REMOTE ALARM INDICATOR
CO
CARBON MONOXIDE DETECTOR
REL ADDRESSABLE RELEASING MODULE
R/CX
H HEAT DETECTOR
X = ZONE IDENTIFIER
US Army Corps of Engineers ®
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ARIMS: 200A Disposition: Maintain for 15 yrs after construction
SAWCUT
4" P.C.C.
4" ABCCOMPACTED SUBGRADE
SECTION A
EXPANSION JOINT
JOINT SPACING FOR STRAIGHT RUNS
WALK
WIDTH
CONTRACTION JOINT SPACING EXPANSION
JOINT SPACING
TRANSVERSE LONGITUDINAL
6' 6' NOT REQUIRED 48' MAX.
10' 5' 5' 40' MAX.
SIDEWALK BANDED JOINT DETAIL
SECTION B
EXPANSION JOINT SAWED CONTRACTION JOINT
1/2"
W
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1/8" MIN.
1" M
IN
3/16"
3" SMOOTH TROWELED
BAND FINISH (TYP.)
MEDIUM BROOM
FINISH (TYP.)
TOOLED CONTRACTION
JOINT W/O BAND (TYP)
WALK WIDTH
1/4" PER FOOT
BACKER ROD
PREFORMED
NON-EXTRUDING
JOINT FILLER
JOINT SEALANT
1/8" R1/8" R 1/8" R
4" AGGREGATE BASE
COURSE (ABC)
6" COMPACTED
SUBGRADE (95%)
EXPANSION
JOINT (TYP)
4" PORTLAND
CEMENT CONCRETE
NOTES:
1. EXPANSION JOINTS SHALL NOT BE
REQUIRED BETWEEN CURBS THAT
ABUT THE SIDEWALK LONGITUDINALLY.
2. SIDEWALKS SHALL BE FIBERMESH
REINFORCED.
3. SEE SPECIFICATION SECTION 32 16 19.
C1 CONCRETE SIDEWALK
6" LAYER OF LOCAL
LANDSCAPING ROCK (3"-6" SIZE)
12" COMPACTED SUBGRADE WEED CONTROL FABRIC
G5
LANDSCAPING ROCK
NOTES:
1. STEEL PIPE FOR PIPE BOLLARDS SHALL
CONFORM TO SECTION 05 50 13
MISCELLANEOUS METAL FABRICATIONS OF
THE SPECIFICATIONS.
2. ALL NEW BOLLARDS SHALL HAVE A 52"
YELLOW PLASTIC BOLLARD COVER.
6" 3'
-0
4' -0
1'-6"
CONCRETE
PAVEMENT
EXPANSION
JOINT
CONCRETE
SLOPE TOP OF
FOOTING AWAY FROM
PIPE AS SHOWN
NPS 8" DIA. EXTRA
STRONG WEIGHT
STEEL PIPEFILL PIPE WITH
CONCRETE
SCALE N.T.S.
PIPE BOLLARD
G9
B
SCALE N.T.S.
ROUND TOP
4" SOLID
WHITE STRIPE
4.0 0'
CENTER
TO C
ENTER
45 DEGREES TO PARKING
6" SOLID WHITE OUTLINE STRIPE
NOTE:
1. SEE SITE PLANS FOR LAYOUT OF STRIPING.
SCALE N.T.S.
"NO PARKING" AREA HATCH STRIPINGA1
6" WIDE CONTINUOUS WHITE
(FED-STD-595: COLOR 37925)
REFLECTORIZED PAINT WITH
6" WIDE BLACK (FED-STD-595:
COLOR 37038) OUTLINE
NONREFLECTIV
LOCATION INDICATED
ON PLANES
MARKING SHALL BE 6" YELLOW (FED-STD-595:
COLOR 33538) REFLECTORIZED PAINT WITH 6"
WIDE BLACK (FED-STD-595: COLOR 37038)
NONREFLECTIVE BETWEEN
5 @ 6" = 30"
CENTERLINE
AIRFIELD
APRON
NON
AIRFIELD
SIDE
OUTSIDE 6" BLACK STRIPE
NOT REQUIRED ON NEW ASPHALT
SCALE N.T.S.
APRON EDGE MARKINGA8SCALE N.T.S.
CENTERLINE MARKINGA4
A
INSTALL BOLLARD COVER OVER
STEEL BOLLARD (SEE NOTE 2)
US Army Corps of Engineers ®
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COLORED MARKING RODSA4
NOTE:
1. COLORED MARKING RODS SHALL BE ORANGE WITH
REFLECTIVE MARKING TAPE, RODS SHALL BE 60" - 72"
LONG.
2. INSTALL AT CORNERS OF PAVED AREAS AND ALONG
ROAD EDGES AS WELL AS NEXT TO ALL FIRE
HYDRANTS.
SCALE N.T.S.
GRASSPAVE AT PAVEMENT EDGEA9
NOTES:
1. INSTALL PER MANUFACTURERS REQUIREMENTS.
2. COMPACTED SUBGRADE, 95% MODIFIED PROCTOR
DENSITY.
3. GRASS/PLANT TYPES SHALL BE AS SPECIFIED.
BACKFILL PER
MANUFACTURERS
RECOMMENDATIONS
NEW PAVEMENT
TAPCO RAISED REFLECTIVE MARKERS - TYPE
AB(495-12) OR SIMILAR APPROVED EQUAL, 5.00
MIN. SPACING - COORDINATE WITH COR
GRASSPAVE
UNITS OR SIMILAR
APPROVED EQUAL
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6" COMPACTED SUBGRADE
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1 1312111098765432
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ELECTRICAL SITE PLAN
SCALE: 1:20B1
KEYED NOTES:
MATCHLINE - SEE ES102 FOR CONTINUATION
N
KEY PLAN
NOT TO SCALE N
RECONNECT EXISTING HIGH MAST LIGHT.
PROVIDE 48-STRANDS OF SINGLE MODE FIBER
FROM EXISTING MANHOLE TO HANGAR.
ROUTE 2-#10, AND 1-#10 GND IN 3/4" CONDUIT
FROM CIRCUIT INDICATED IN HANGAR.
LOCATION OF NEW COMMUNICATIONS TOWER.
REFER TO CIVIL SHEET CU102 FOR EXACT
LOCATION.
2" CONCRETE
ENCASED PVC
4 WAY - 4" DUCTBANK
PROVIDE 3-3CELL
FABRIC MESH INNER
DUCT IN EACH CONDUIT.2 WAY 5" PVC
DUCTBANK
EXISTING HIGH
MAST TO REMAIN
TANK
HEATER
M1-14
EXISTING HIGH MAST
LIGHT TO REMAIN
2'X2'X HANDHOLE
TIER 22 RATED.
SCALE IN FEET
20'10' 40'
PROVIDE 2-4" CONDUIT DIRECT BURIED FROM
COMMUNICATION TOWER TO COMM ROOM.
CONTRACTOR MUST PROVIDE 40 FEET FREE
STANDING TOWER TO MOUNT GOVERMENT
PROVIDED ANTENNA. DESIGN TOWER FOR
113MPH ULTIMATE DESIGN WIND SPEED.
EG511
A8
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1 2 3 4 5 6 7
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25'-3 1/4" 25'-3 1/4" 25'-3 1/4" 25'-3 1/4" 24'-11" 12'-8"
138'-8"
M
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7.1
T/CONC EL 98'-9"
T/CONC EL 100'-0"
T/CONC EL 100'-0"
T/CONC EL 99'-6"
SLOPE
T/CONC EL 98'-9"
OPTION
132'-8"
26'-0"
34'-4"
12'-8"
16'-2"
43'-6"
A.5
L.5
NOTE 6
NOTE 10, TYP
.0
.0
11'-0"
.0
.0
6'-0"
1'-0"
1'-0"
8' -6
NOTE 9
'-4
7' -6
'-1 0"
T/FTG EL 97'-0"
FDN STEP TYP (3)
PLCS SEE D10/S-502
6 1 ' - 2"
0 ' -
NOTE 8
4 2 ' - 2"
0 ' -
NOTE 7
8 7 ' - 2"
0 ' -
NOTE 7 (OPTION)
SHEET S-102
SHEET S-103 (OPTION)
SHEET S-101
NOTE 18
NOTE 18
8'-0" 12'-8" 8'-0"
8'-0" 12'-8" 8'-0"
SEE NOTE 19
T/CONC EL 100'-0"
T/CONC EL 100'-0"
US Army Corps of Engineers ®
SHEET ID
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S-100
O V
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SCALE: 1/16" = 1'-0"A1
OVERALL FOUNDATION AND SLAB PLAN
0 8' 16' 32'
N
1. SEE S-001 AND S-002 FOR GENERAL NOTES.
2. SEE S-500 THRU S-503 FOR STANDARD CONCRETE
DETAILS.
3. SEE S-515 AND S-516 FOR STANDARD MASONRY
DETAILS.
4. SEE S-520 FOR STANDARD STEEL DETAILS.
5. SEE S-600 FOR ASSUMED COLUMN REACTIONS.
6. SEE S-507 FOR WATER TANK FOUNDATION.
7. SLAB ON GRADE MUST BE 8" THICK WITH #5 @ 12" ON
CENTER, EACH WAY, 1 1/2" FROM TOP, ON 15 MIL
VAPOR BARRIER. SLAB MUST HAVE 12" CAPILLARY
WATER BARRIER MEETING SPECIFICATION MDOT 22A.
PLACE AND COMPACT TO A MINIMUM 95% OF THE
MODIFIED PROCTOR TEST MAXIMUM DRY DENSITY
BENEATH VAPOR BARRIER.
8. SLAB ON GRADE MUST BE 5" THICK WITH #5 @ 12" ON
CENTER, EACH WAY, 1 1/2" FROM TOP, ON 15 MIL
VAPOR BARRIER. SLAB MUST HAVE 12" CAPILLARY
WATER BARRIER MEETING SPECIFICATION MDOT 22A.
PLACE AND COMPACT TO A MINIMUM 95% OF THE
MODIFIED PROCTOR TEST MAXIMUM DRY DENSITY
BENEATH VAPOR BARRIER.
9. HANGAR SLAB ON GRADE MUST BE 16" THICK WITH
#6 @ 12" ON CENTER, EACH WAY, 1 1/2" FROM TOP
AND 3" FROM BOTTOM, ON 15 MIL VAPOR BARRIER.
SLAB SHALL HAVE 18" CAPILLARY WATER BARRIER
MEETING SPECIFICATION MDOT 22A. PLACE AND
COMPACT TO A MINIMUM 95% OF THE MODIFIED
PROCTOR TEST MAXIMUM DRY DENSITY BENEATH
VAPOR BARRIER.
10. SEE G1/S-502 FOR STOOP DETAIL.
11. XX INDICATES BRACED BAY.
12. TOP OF SLAB ELEVATION AS INDICATED ON PLAN.
13. TOP OF FOUNDATION ELEVATION = 95' - 8", UNO.
14. RED PIGMENTED CONCRETE 24"X24" TIE BEAM,
T/BEAM EL= 95'-8".
15. RE-ENTRANT CORNER BAR PER B6/S-502, TYP ALL RE-
ENTRANT CORNERS.
16. APPLY LIQUID CHEMICAL FLOOR HARDENER. OPTION:
APPLY LIGHT REFLECTIVE FLOOR SYSTEM TO
HANGAR SLAB, SEE SPECIFICATION 03 53 14.00 20.
17. SEE CIVIL FOR OVEREXCEVATION REQUIREMENTS.
18. PROVIDE ADDITIONAL TOP AND BOTTOM #8
LONGITUDINAL BARS IN THIS REGION TO PROVIDE #8
@ 9" OC. SPLICE WITH TYPICAL REINFORCEMENT.
19. FDN FOR ANTENNA TOWER. LOCATION PER CIVIL
DWGS. DESIGN AND CONSTRUCTION PER TOWER
MFR, GENERAL CONTR COORD. SEE ELECTRICAL
DWGS FOR TOWER REQUIREMENTS.
20. EMBEDDED ITEMS FOR SNOWMELT AT DOOR TRACK
FOUNDATION, COORD W/ MECH. SEE MECH DWGS
FOR DETAIL WHERE PIPING CROSSES JOINTS.
21. HANGAR FLOOR SLAB THICKNESS TO BE CHECKED
PRIOR TO PLACEMENT BY PULLING STRING LINE
ACROSS FORMS AND TAKING MEASUREMENTS DOWN
TO BASE AT 5-FOOT INTERVALS TRANSVERSE
ACROSS THE PAVING LANE AND AT 5-FOOT
SECTIONS LONGITUDINALLY DOWN THE PAVING
LANE. CORES TO BE TAKEN ON FIRST PAVEMENT LOT
(TEST STRIP) OF THE HANGAR FLOOR TO CHECK
INSTALLATION PROCESS. ADDITIONAL CORES ON
SUBSEQUENT LANES TAKEN AS DIRECTED BY
CONTRACTING OFFICER.
NOTES:
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| FA001 |
| CS504 |
| CS505 |
| ES101 |
| S-100 |
File details come from the government source that posted it. Updated .