W912QR23R0034_PLANS-0004.pdf

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Alpena ANG Hangar and Maintenance Shops, MI
Solicitation number
W912QR23R0034
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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

AL

K D

EP

TH

D

EP

TH

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)

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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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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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25'-3 1/4" 25'-3 1/4" 25'-3 1/4" 25'-3 1/4" 24'-11" 12'-8"

138'-8"

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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 ®

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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.

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FA001
CS504
CS505
ES101
S-100

File details come from the government source that posted it. Updated .