W912QR21R0033_Plans-0004.pdf

SYMBOLS:

VIEW TITLES:

SECTION NUMBER

DWG. NO. WHERE

SECTION IS DRAWN

WALL SECTION MARK

DWG. NO. WHERE

DETAIL IS DRAWN

CALLOUT HEAD

DETAIL NUMBER (TYP.)

AREA COVERED BY

DETAIL

DETAIL IDENTIFIER (MODULE LETTER AND NUMBER)

FLOOR PLANS, ELEVATIONS, SECTIONS AND DETAIL VIEWS TITLE

A-101

A1

SIM

A1

ELEVATIONS, DETAILS & CALLOUTS

SCALE: 1/8" = 1'-0"

A-101

A1

EXTERIOR ELEVATION MARK

ELEVATION

NUMBER (TYP.)

DWG. NO. WHERE

ELEVATION IS DRAWN

A-101

A1

SHEET NAMING CONVENTION

A-001A

2 DIGIT SEQUENTIAL # (01-99)

(FIRST DIGIT INDICATES PLAN

TYPE. SECOND DIGIT INDICATES

FLOOR)

1 DIGIT SHEET TYPE DESIGNATOR

0 - GENERAL

1 - PLANS

2 - ELEVATIONS

3 - SECTIONS

4 - ENLARGED PLANS

5 - DETAILS

6 - SCHEDULES AND DIAGRAMS

7 - VARIES

8 - VARIES

9 - 3D VIEWS (ISO, PERSPECTIVES)

2 DIGIT DISCIPLINE

DESIGNATOR

(IF ONLY ONE LETTER IS

USED, THE SECOND

LETTER IS REPLACED

WITH A DASH "-" AS A

PLACEHOLDER)**

1 DIGIT AREA

DESIGNATOR

(AREA DESIGNATOR

ONLY USED WHEN

PLANS ARE SUBDIVIDED

INTO AREAS.)

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5/6/2021 9:40:13 AM C:\Users\OlsenA\Documents\1200607_HOME_GEAR_ARCH_v19__OlsenA-pondsav.rvt

G-002

CERTIFIED FINAL DESIGN

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U A

R Y

SHEET INDEX

SHEET

NUMBER SHEET NAME

CP104 PAVEMENT PLAN AND JOINT LAYOUT

CP105 PAVEMENT PLAN AND JOINT LAYOUT

CP106 PAVEMENT PLAN AND JOINT LAYOUT

CP107 PAVEMENT PLAN AND JOINT LAYOUT

CP108 PAVEMENT PLAN AND JOINT LAYOUT

CP401 R

CP402 R

CP501 PAVING DETAILS

CP502 PAVING DETAILS

CP503 PAVING DETAILS

CP504 PAVING DETAILS

CT101 OVERALL PAVEMENT MARKING PLAN

CT102 PAVEMENT MARKING PLAN

CT103 PAVEMENT MARKING PLAN

CT104 PAVEMENT MARKING PLAN

CT105 PAVEMENT MARKING PLAN

CT106 PAVEMENT MARKING PLAN

CT107 PAVEMENT MARKING PLAN

CT108 PAVEMENT MARKING PLAN

CT109 PAVEMENT MARKING PLAN

CT110 PAVEMENT MARKING PLAN

CT111 PAVEMENT MARKING PLAN

CT112 PAVEMENT MARKING PLAN

CT113 PAVEMENT MARKING PLAN

CT501 PAVEMENT MARKING DETAILS

CT502 PAVEMENT MARKING DETAILS

CT503 BAK-12 DETAILS

CT504 BAK-12 DETAILS

CT505 BAK-12 DETAILS

CT506 BAK-12 DETAILS

CT507 BAK-12 DETAILS

CT508 BAK-12 DETAILS

CT509

CT510

CT511

CT512

CT513

CT514

CT515

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 NOTES, SPECIAL INSPECTIONS &

ABBREVIATIONS

S-101 SHELTER FOUNDATION PLANS & SECTIONS

S-102 TEXTILE BRAKE FOUNDATION PLAN & SECTIONS

S-301 CONCRETE DETAILS

ARCHITECTURAL

A-001 GENERAL NOTES AND ABBREVIATIONS

A-101 FLOOR PLAN AND DETAILS

A-201 EXTERIOR ELEVATIONS, DOOR AND WINDOW

SCHEDULES AND DETAILS

A-202 INTERIOR ELEVATIONS

MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND DESIGN

CRITERIA

M-002 MECHANICAL ABBREVIATIONS AND LEGENDS

M-101 MECHANICAL PLAN

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND

ABBREVIATIONS

E-002 ELECTRICAL LEGEND

EDS101 ELECTRICAL DEMOLITION SITE PLAN - RUNWAY

EDS102 ELECTRICAL DEMOLITION SITE PLAN - RUNWAY

ES101 ELECTRICAL SITE PLAN - RUNWAY 06

ES102 ELECTRICAL SITE PLAN - RUNWAY 24

E-101 ELECTRICAL PLAN

E-102 LIGHTNING PROTECTION SYSTEM PLAN

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-504 ELECTRICAL DETAILS

E-600 ELECTRICAL FEEDER SCHEDULES

E-601 ELECTRICAL ONE-LINE DIAGRAM (RUNWAY 06)

E-602 ELECTRICAL ONE-LINE DIAGRAM (RUNWAY 24)

E-611 LUMINAIRE, MECHANICAL EQUIPMENT, &

PANELBOARD SCHEDULES

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX, CODE SUMMARY AND HAZMAT

NOTE

G-003 CONSTRUCTION SAFETY AND PHASING PLAN

NOTES

G-004 CONSTRUCTION SAFETY AND PHASING PLAN

NOTES

G-005 BID OPTIONS

CIVIL

GC101 OVERALL CONSTRUCTION SAFETY PHASING

PLAN

GC102 CONSTRUCTION SAFETY AND PHASING PLAN -

PHASE 1

GC103 PHASE 1 TEMPORARY MARKING PLAN

GC104 CONSTRUCTION SAFETY AND PHASING PLAN -

PHASE 2

GC105 PHASE 2 TEMPORARY MARKING PLAN

GC106 CONSTRUCTION SAFETY AND PHASING PLAN -

PHASE 3

GC501 CONSTRUCTION SAFETY AND PHASING DETAILS

GC502 PAPI LAYOUT DETAILS

GC503 PAPI DETAILS

B-701 SOIL BORING LOGS

B-702 SOIL BORING LOGS

V-101 SURVEY

V-102 SURVEY

V-103 SURVEY

V-104 SURVEY

C-001 GENERAL CIVIL NOTES, LEGEND,

ABBREVIATIONS

CD101 OVERALL DEMOLITION PLAN

CD102 DEMOLITION PLAN

CD103 DEMOLITION PLAN

CD104 DEMOLITION PLAN

CD105 DEMOLITION PLAN

CD501 PAVEMENT DEMOLITION DETAILS

CE001 GENERAL EROSION CONTROL NOTES AND

NARRATIVE

CE101 OVERALL EROSION AND SEDIMENT CONTROL

PLAN

CE102 INITIAL AND INTERMEDIATE EROSION AND

SEDIMENT CONTROL PLAN

CE103 INITIAL AND INTERMEDIATE EROSION AND

SEDIMENT CONTROL PLAN

CE104 INITIAL AND INTERMEDIATE EROSION AND

SEDIMENT CONTROL PLAN

CE105 INITIAL AND INTERMEDIATE EROSION AND

SEDIMENT CONTROL PLAN

CE106 INITIAL AND INTERMEDIATE EROSION AND

SEDIMENT CONTROL PLAN

CE107 INITIAL AND INTERMEDIATE EROSION AND

SEDIMENT CONTROL PLAN

CE108 FINAL EROSION AND SEDIMENT CONTROL PLAN

CE109 FINAL EROSION AND SEDIMENT CONTROL PLAN

CE110 FINAL EROSION AND SEDIMENT CONTROL PLAN

CE111 FINAL EROSION AND SEDIMENT CONTROL PLAN

CE112 FINAL EROSION AND SEDIMENT CONTROL PLAN

CE113 FINAL EROSION AND SEDIMENT CONTROL PLAN

CE501 EROSION AND SEDIMENT CONTROL NOTES AND

DETAILS

CG101 OVERALL GRADING PLAN

CG102 GRADING PLAN

CG103 GRADING PLAN

CG104 GRADING PLAN

CG105 GRADING PLAN

CG106 GRADING PLAN

CG107 GRADING PLAN

CG108 GRADING PLAN

CG401 ENLARGED RW-06 ARRESTING GEAR

DEPENDENT SHELTER

CG402 ENLARGED RW-06 ARRESTING GEAR CONTROL

SHELTER

CG403 ENLARGED RW-24 ARRESTING GEAR

DEPENDENT SHELTER

CG404 ENLARGED RW-24 ARRESTING GEAR CONTROL

SHELTER

CG405 ENLARGED BID OPTION 00 ACCESS ROADS

CG501 GRADING DETAILS

CP101 OVERALL PAVEMENT PLAN AND JOINT LAYOUT

CP102 PAVEMENT PLAN AND JOINT LAYOUT

CP103 PAVEMENT PLAN AND JOINT LAYOUT

BUILDING CODE SUMMARY

2020 FLORIDA BUILDING CODE - BUILDING, SEVENTH EDITION

2020 FLORIDA BUILDING CODE - MECHANICAL, SEVENTH EDITION

2020 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SEVENTH EDITION

2020 FLORIDA FIRE PREVENTION CODE, SEVENTH EDITION

UFC 3-260-18F AIR FORCE AIRCRAFT ARRESTING SYSTEMS (AAS)

UFC 4-133-01 AIR TRAFFICE CONTROL AND AIR OPERATIONS FACILITIES (2017)

UFC 3-550-07 OPERATIONS AND MAINTENANCE: EXTERIOR POWER DISTRIBUTION SYSTEMS

PROJECT GENERAL NOTES: HAZMAT

LIMITED ASBESTOS AND VISUAL PCB SURVEY WAS PREVIOUSLY

PERFORMED AT HOMESTEAD AIR RESERVE BASE IN HOMESTEAD,

FLORIDA. SURVEY PERFORMED BY AN ASBESTOS HAZARD EMERGENCY

RESPONSE ACT (AHERA) - ACCREDITED INSPECTOR CONDUCTED IN

GENERAL ACCORDANCE WITH TERRACON'S TASK ORDER REFERENCE

PH8197006 AND WAS REQUESTED PRIOR TO THE RENOVATION OR

DEMOLITION OF THE ARRESTING GEAR HUTS.

ASBESTOS WAS IDENTIFIED IN THE SAMPLES COLLECTED AND ANALYZED

FOR THIS PROJECT. ADDITIONALLY POTENTIAL PCB COMPONENTS WERE

IDENTIFIED.

ASBESTOS WAS IDENTIFIED IN THE FOLLOWING SAMPLES COLLECTED

AND ANALYZED FOR THIS PROJECT:

- EXTERIOR EXPANSION JOINT

ASBESTOS WAS ASSUMED IN THE FOLLOWING AREAS THAT WERE NOT

SAMPLED:

- BRAKES

- BRAKE BELT

THE FOLLOWING PCB COMPONENTS WERE AMONG THOSE IDENTIFIED IN

THE FOUR HUTS:

- ELECTRICAL SWITCHES

- LIGHT BALLASTS

- BREAK SYSTEMS EQUIPMENT/ HYDRAULIC FLUID

- TRANSFORMERS

- COMPRESSORS

THE RESULTS OF THIS ASSESSMENT SHOULD BE COMMUNICATED TO THE

RENOVATION OR DEMOLITION CONTRACTOR AND OTHER

SUBCONTRACTORS WORKING IN THE BUILDING AND A COPY OF THE

SURVEY SHOULD BE ON-SITE DURING REMOVATION OR DEDMOLITION

ACTIVITIES. DUE TO THE DEMOLITION, A 10-DAY NOTICE NEEDS TO BE

SUBMITTED TO THE LOCAL NESHAP REGULATORY AGENCY.

ANY CONCEALED BUILDING MATERIALS DISCOVERED DURING

RENOVATION OR DEMOLITION ACTIVITIES NOT IDENTIFIED IN THE REPORT,

WHICH ARE SUBJECT TO CONTAIN ASBESTOS, SHOULD BE SAMPLED BY A

FLORIDA LICENSED ASBESTOS CONSULTANT AND ANAYLZED BY A NVLAP-

ACCREDITED LABORATORY TO CONFIRM THE PRESENCE OR ABSENCE OF

ASBESTOS PRIOR TO DISTURBING SUCH MATEREIALS. IF OTHER SUSPECT

ACM OR PCB COMPONENTS ARE IDENTIFIED, VARIOUS REGULATION (EPA,

NESHAP, DERM, OSHA, ETC.) WILL APPLY.

ADDITIONAL BUILDING MATERIALS POSSIBLE OF CONTAINING ASBESTOS IS

THE DRAIN PIPE/ TRANSITE PIPE ASSOCIATED WITH THE BID ITEM FOR

REMOVAL AND REPLACEMENT OF THE BAK-14.

LEAD BASED PAINT HAS NOT BEEN TESTED FOR THIS PROJECT.

CONTRACTOR SHALL ASSUME AND TREAT ALL PAINTED AREAS AS IF THEY

HAVE LEAD IN ACCORDANCE WITH SPECIFICATIONS.

RADON MITIGATION IS NOT REQUIRED FOR THIS PROJECT SCOPE OF

WORK.

APPENDIX A - SUMMARY OF IDENTIFICATION ACM: EXTERIOR EXPANSION

JOINT MATERIAL* AT EXTERIOR OF HUT 2 CONTAINS AN ESTIMATED OF 3%

CHRYSOTILE** WITH AN ESTIMATED QUANTITY AROUND 100 S.F.*** EACH

HUT SHALL BE ASSUMED TO HAVE 100SF FOR A TOTAL OF 400 SF AND

SHALL BE REMEDIATED IN ACCORDANCE WITH APPLICABLE LAWS IN

ADDITION TO OTHER ITEMS IDENTIFIED IN ASBESTOS REPORT.

CONTRACTOR SHALL REPORT ANY OTHER ACM SUSPECT MATERIALS

FOUND ABOVE AND BEYOND THOSE IDENTIFIED IN THIS REPORT TO COR

FOR DIRECTION PRIOR TO PROCEEDING IF ENCOUNTERED DURING ANY

CONSTRUCTION ACTIVITIES BEING PERFORMED.

* THE MATERIALS LISTED HAVE BEEN SAMPLED AND ARE DETERMINED OR

ARE ASSUMED TO CONTAIN ASBESTOS IN CONCENTRATIONS GREATER

THAN 1%. WHEN DISTURBED, VARIOUS FEDERAL, STATE AND LOCAL

REGULATIONS MAY APPLY, EVEN IF THE ASBESTOS CONTENT IS A TRACE

AMOUNT (<1%). THESE MATERIALS SHOULD BE MONITORED FOR DAMAGE

OVER TIME AND REPAIRED AS NECESSARY BY APPROPRIATLEY TRAINED

PERSONNEL. REMOVAL MAY BE NECESSARY BEFORE RENOVATIONS AND

BEFORE A DEMOLITION. SEE APPENDIX B FOR SUMMARY OF SAMPLES

COLLECTED. SEE SPPENDIX C FOR THE LABORATORY ANALYTICAL

RESULTS.

**% AND TYPE ASBESTOS = CONTAINS BOTH ANALYTICAL RESULT OF THE

SAMPLE WITH THE CONCENTRATION OF LAYER(S) IN THE SAMPLES THAT

MAKE UP THE HA AND THE TYPE(S) OF ASBESTOS IDENTIFIED.

*** ESTIMATED QUANTITIES ARE BASED ON FIELD EVALUATIONS. ACTUAL

QUANTITITES MAY VARY SIGNIFICANTLY, ESPECIALLY IF ASBESTOS

CONTAINING MATERIALS ARE PRESENT IN HIDDEN AND/OR INACCESSIBLE

AREAS NOT EVALUATED AS PART OF THIS SURVEY. IT SHOULD BE NOTED

THAT THE QUANTITY PROVIDED IS AN ESTIMATE ONLY AND SHOULD NOT

BE USED FOR BIDDING OR NOTIFICATION PURPOSES. IN ADDITION, PLEASE

NOTE THAT IF THE MATERIALS ARE PRESENT IN OTHER UNITES, NOT

ACCESSED, THE QUANTITIES MAY BE MUCH GREATER.

PLEASE REFER TO THE REPORT LOCATED IN SPECIFICATIONS 02 82 00 FOR

FURTHER DETAILS.

PFOS/ PFOA SHALL BE CONSIDERED WHEN PERFORMING THIS PROJECT.

WHILE THIS IS NOT REGULATED AT THIS TIME THE CONTRACTOR SHALL

NOTE THAT THE AREA ON NORTH END OF RUNWAY 06 FROM SHELTER AND

ROADS UP TO IT ARE IN THIS AREA. COORDINATE WITH COR FOR EXACT

LOCATIONS AND USE PROPER PPE WHEN WORKING IN THIS AREA.

R

E V

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A

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O R

D A

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W

I T

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A

M E

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M E

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M A

Y

EMEJOIVEMD FERAJOIMESEDT

EMEJOIVEMD FERAJOIMESEDT

EMEJOIVEMD FERAJOIMESEDTR

EMEJOIVEMD FERAJOIMESEDTR

EMEJOIVEMD FERAJOIMESEDTR

EMEJOIVEMD FERAJOIMESEDTR

EMEJOIVEMD FERAJOIMESEDTR

EMEJOIVEMD FERAJOIMESEDTR

EMEJOIVEMD FERAJOIMESEDTR

W

2Q R

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction

F L

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C O

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C O

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C O

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C O

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FIELD INSPECTION

1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS

MATERIAL / ACTIVITY SERVICE EXTENT

1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE

ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER

DEPTH AND HAVE REACHED PROPER MATERIAL

3. PERFORM CLASSIFICATION AND TESTING OF

CONTROLLED FILL MATERIALS

4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND

LIFT THICKNESS DURING PLACEMENT AND

COMPACTION OF COMPACTED FILL

5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE

SUBGRADE AND VERIFY THAT SITE HAS BEEN

PREPARED PROPERLY

CONTINUOUSFIELD INSPECTION

FIELD INSPECTION

FIELD INSPECTION

PERIODICFIELD INSPECTION

PERIODIC

PERIODIC

PERIODIC

PERIODIC

1705.3 CONCRETE CONSTRUCTION

MATERIAL / ACTIVITY SERVICE EXTENT

1. INSPECTION OF REINFORCING STEEL, INCLUDING

PRE-STRESSING TENDONS, AND PLACEMENT

2. INSPECTION OF REINFORCING STEEL WELDING IN

ACCORDANCE WITH TABLE 1705.2.2 ITEM 2b

3. INSPECTION OF ANCHORS CAST IN CONCRETE WHERE

ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE

STRENGTH DESIGN IS USED

4. INSPECTION OF ANCHORS POST-INSTALLED IN

HARDENED CONCRETE MEMBERS

b

5. VERIFY USE OF REQUIRED DESIGN MIX

6. AT THE TIME FRESH CONCRETE IS SAMPLED TO

FABRICATE SPECIMENS FOR STRENGTH TESTS,

PERFORM SLUMP AND AIR CONTENT TESTS, AND

DETERMINE THE TEMPERATURE OF THE CONCRETE

7. INSPECTION OF CONCRETE AND SHOTCRETE

PLACEMENT FOR PROPER APPLICATION TECHNIQUES

8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING

TEMPERATURE AND TECHNIQUES

9. INSPECTION OF PRE-STRESSED

CONCRETE

a. APPLICATION OF PRE-STRESSING FORCE

b. GROUTING OF BONDED

PRE-STRESSING TENDONS IN THE

SEISMIC-FORCE-RESISTING SYSTEM

10. ERECTION OF PRECAST CONCRETE MEMBERS

11. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR

TO STRESSING OF TENDONS IN POST-TENSIONED

CONCRETE AND PRIOR TO REMOVAL OF SHORES AND

FORMS FROM BEAMS AND STRUCTURAL SLABS.

12. INSPECT FORMWORK FOR SHAPE,

LOCATION, AND DIMENSIONS FOR THE

CONCRETE MEMBER TO BE FORMED

NOTES:

a.

b.

WHERE APPLICABLE, SEE ALSO SECTION 1705.11 SPECIAL INSTRUCTIONS FOR SEISMIC

RESISTANCE.

SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH

REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH ACI 355.2 OR

OTHER QUALIFICATIONS PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED,

SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN

PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE

COMMENCEMENT OF THE WORK.

SHOP AND FIELD

INSPECTION

SHOP AND FIELD

INSPECTION

SHOP AND FIELD

INSPECTION

SHOP AND FIELD

INSPECTION

SHOP AND FIELD

INSPECTION

SHOP AND FIELD

INSPECTION

SHOP AND FIELD

INSPECTION

SHOP AND FIELD

INSPECTION

SHOP AND FIELD

INSPECTION

CONTINUOUS

PERIODIC

CONTINUOUS

PERIODIC

PERIODIC

PERIODIC

CONTINUOUS

PERIODIC

PERIODIC

PERIODIC

CONTINUOUS

FIELD INSPECTION

REVIEW FIELD

TESTING AND

LABORATORY

REPORTS

ABBREVIATION KEY

AT

ARCHITECTURAL

BUILDING

BEAM

BOTTOM

CENTERLINE

CAST-IN-PLACE

CONTROL JOINT

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

DEAD LOAD

DRAWING

DOWEL

EACH END

EACH FACE

ENGINEER OF RECORD

EDGE OF SLAB

EACH SIDE

EACH WAY

EXPANSION

FLOOR DRAIN

FOUNDATION

FLOOR PENETRATION

FINISH FLOOR

FAR SIDE

FOOTING

HEADED CONCRETE ANCHOR

HORIZONTAL

HEADED STUD

HEIGHT

HEAVY

INCH

INTERIOR

1,000 POUNDS PER SQUARE INCH

EXTERIOR

FEET

DIAMETER

ELEVATION

CLEAR

POUNDS

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

MAXIMUM

MANUFACTURER

MINIMUM

MILES PER HOUR

NOT APPLICABLE

NOT IN CONTRACT

NEAR SIDE

OUT TO OUT

ON CENTER

OPENING

OPPOSITE

PLATE

PROJECTION

POST-TENSION BEAM

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

REINFORCED CONCRETE BEAM

REQUIRED

SELF-DRILLING, SELF-TAPPING

SHEET METAL SCREWS

SQUARE FOOT

SIMILAR

STANDARD

STEEL

SELF-WEIGHT

TOP AND BOTTOM

TOP OF

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

WITH

WATER TO CEMENT

WIDE FLANGE

WIND LOAD

WORKING POINT

WEIGHT

WELDED WIRE REINFORCEMENT

SQUARE

THREADED

PRE-MOLDED JOINT FILLER

REINFORCEMENT

NOT TO SCALE

ARCH.

BLDG.

BM

BTM.

C.L.

CIP

CJ

CLR.

CMU

COL.

CONC.

CONST.

CONT.

DIA.

D.L.

DWG.

DWL.

E.E.

E.F.

ELEV.

E.O.R.

E.O.S.

E.S.

E.W.

EXP.

EXT.

FD

FDN.

F.P.

F.F.

F.S.

FT.

FTG

HCA.

HOR.

H.S.

HT.

HVY.

IN.

INT.

ksi lb

L.L.

LLH

LLV

MAX.

MFR.

MIN.

mph

N/A

N.I.C.

N.S.

N.T.S.

O/O

O.C.

OPN'G

OPP.

PL.

PJF

PROJ.

PTB

psf psi

RCB

REINF.

REQ'D

SDSTSMS

S.F.

SIM.

SQ.

STD.

STL.

S.W.

T&B

T/

THRD'D

TYP.

U.N.O.

VERT.

w/

W/C

WF

W.L.

W.P.

WT.

WWR

KIPSK

EQUALEQ.

EXISTINGEXIST.

BOTTOM OFB/

DEGREEDEG.

ELECTRICALELEC.

HOLLOW STRUCTURAL SECTIONHSS

MECHANICALMECH.

PRE-ENGINEERED METAL

BUILDING SYSTEM

PEMB

TOP OF STEELTOS

BACK UPB.U.

GAUGEga

GALVANIZEDGALV.

HOOKHK.

1. IN ACCORDANCE WITH THE FBC, THE FOLLOWING IS A LIST OF THE DEFERRED SUBMITTALS /

DELEGATED DESIGNS FOR THIS PROJECT (UNLESS SPECIALLY FULLY DETAILED ON THESE

DRAWINGS). ADDITIONAL DEFERRED SUBMITTALS MAY BE REQUIRED, BUT NOT STATED.

2. ARRESTING GEAR SYSTEM ANCHORAGES SHALL MEET THE REQUIREMENTS STATED ON SHEET

S-102 NOTE #5.

3. ITEMS (OTHER THAN STATED IN NOTE 2) SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL

ENGINEER (PE) IN THE PROJECT'S STATE.

4. DOCUMENTS SHALL CONTAIN DESIGN DRAWINGS AND CALCULATIONS THAT ARE SIGNED AND

SEALED BY THE PE. DOCUMENTS SHALL BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION,

FABRICATION, AND/OR INSTALLATION.

A. HOISTING, ERECTION, AND SHORING REQUIREMENTS

B. FRANGIBLE BUILDING FRAMING

C. MECHANICAL EQUIPMENT AND SUPPORTS (WHEN NOT EXPLICITLY SHOWN ON STR DRAWINGS)

D. ARRESTING GEAR SYSTEMS

E. ANY STRUCTURAL ITEM NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS

G. DEFERRED SUBMITTALS / DELEGATED DESIGNS:

1 2 3 4 5

A

B

C

D

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CERTIFIED FINAL DESIGN

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26'-0"

EXTERIOR EDGE OF

FRANGIBLE BUILDING

WALL (BY OTHERS)

FOUNDATION FOR

MECH EQUIPMENT

SEE NOTE 3 & 6

EDGE OF WALL

FOUNDATION FOR

FRANGIBLE BUILDING

4'-0" 18'-0" 4'-0"

E1

S-101

TYP.

E1

S-101

TYP.

HOUSEKEEPING PAD,

SEE DETAIL F1/S-301

SUMP PIT, SEE E5/S-301

FOR RE-ENTRANT DETAIL

10"

1'-6"

"C1

S-301

TYP.

2" MIN.

M

IN

ALTERNATE DROP-IN REMOVABLE

BOLTS AND FRANGIBLE BOLTS @ 12"

O.C.WITH MIN. EMBEDS OF 3 1/2", TYP.

SEE NOTE 5.

NOTCH FOR EXISTING

MANHOLE ON NORTH

SIDE OF RUNWAY. SEE

A5/S-301 FOR MORE

NFORMATION

24'-0"

4'-0" 16'-0" 4'-0"

EXTERIOR OF FRANGIBLE

BUILDING WALL (BY

OTHERS)

FOUNDATION FOR

MECH EQUIPMENT

SEE NOTE 3 & 6

EDGE OF WALL

FOUNDATION FOR

FRANGIBLE BUILDING

E1

S-101

TYP.

ALTERNATE DROP-IN REMOVABLE

BOLTS AND FRANGIBLE BOLTS @ 12"

O.C.WITH MIN. EMBEDS OF 3 1/2", TYP.

SEE NOTE 5.

NOTCH FOR EXISTING

MANHOLE ON NORTH SIDE

OF RUNWAY. SEE A5/S-301

FOR MORE INFORMATION

E1

S-101

TYP.

1'-6"

10"

C1

S-301

TYP.

SUMP PIT, SEE E5/S-301

FOR RE-ENTRANT DETAIL

FOUNDATION PLAN NOTES:

1.

2.

3.

4.

5.

6.

SEE SHEETS S-001 AND S-002 FOR GENERAL STRUCTURAL

NOTES, SPECIAL INSPECTIONS AND ABBREVIATION KEY.

TOP OF FLOOR SLAB ELEVATION = 0'-0" UNLESS NOTED

OTHERWISE.

SEE CT-508 FOR BAK-12 ABSORBER FOUNDATION

REQUIREMENTS AND ADDITIONAL INFORMATION.

FIBERGLASS REINFORCED POLYMER (FRP) SHELTER TO BE

DESIGNED PER SPECIFICATIONS AND REQUIREMENTS

SHOWN ON ARCHITECTURAL DRAWINGS. SEE SPECIFICATION

13 34 23 FOR MORE INFORMATION ON FRP SHELTER. SEE

ARCHITECTURAL DRAWINGS FOR DIMENSIONS, WALL,

WINDOW, AND DOOR LOCATIONS.

ALTERNATE DROP-IN REMOVABLE BOLTS AND FRANGIBLE

BOLTS EVERY OTHER BOLT. FRANGIBILITY REQUIREMENTS

OF BOLTS BY SHELTER MANUFACTURER. SEE E7/S-301 FOR

CONFIGURATION OF REMOVABLE BOLT. DROP-IN REMOVABLE

BOLT REQUIREMENTS LISTED BELOW:

SHEAR:1250 LBS

TENSION:920 LBS

ELEVATIONS ARE AS FOLLOWS. SEE CIVIL FOR MORE

INFORMATION:

RW06 NORTH-4.11'

RW06 SOUTH-4.11'

RW24 NORTH-3.91'

RW24 SOUTH-3.91'

(2) #6 DOWEL INTO

EQUIPMENT PAD @ 12" O.C..

8" MIN. EMBED EA. SIDE.

T/ SLAB

ELEV. = 0'-0"

4'-0"

2'-0"

M

IN

SEE NOTE 3

OUTSIDE EDGE OF

FRANGIBLE BUILDING

WALL (BY OTHERS)

NEW EQUIPMENT

FOUNDATION.

SEE NOTE 3

S-101

E5

CONSTRUCTION JOINT

EDGE OF FRANGIBLE

BUILDING WALL (BY

OTHERS)

3/8" Ø STAINLESS STEEL

ANCHOR, SEE PLAN

FRANGIBLE BUILDING

WALL (BY OTHERS)

#6 @ 8" O.C. EA. WAY

T&B w/ STD 90° HK

INTERIOR BASE FLANGE,

BY OTHERS

3/4" CHAMFER ON

ALL EXPOSED EDGES

TOP OF GRADE, SEE

NOTE 6.

2% SLOPE FOR DRAINAGE

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S-101

CERTIFIED FINAL DESIGN

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CONTROL SHELTER FOUNDATION PLAN

SCALE: 1/2" = 1'-0"A6

DEPENDENT SHELTER FOUNDATION PLAN

SCALE: N.T.S.E1

TYPICAL FOUNDATION SECTION

SCALE: N.T.S.E5

CONNECTION DETAIL

SCALE: = 1'-0"

0 2 42

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SEE SECTION

36" SLAB W/ #7 @

8" O.C., E.W. T&B

SEE SECTION

EDGE OF OF

TURNDOWN

EMBEDDED PLATE WITH

THREADED HOLES FOR

BOLT ATTACHMENT BY

MANUFACTURER.

TYPICAL; SEE NOTE #5.

CAST-IN ANCHOR WITH

THREADED TOP ATTACHMENT

BY MANUFACTURER.

TYPICAL; SEE NOTE #5.

CAST-IN STEEL CHANNEL OR

OTHER STRUCTURAL MEMBER

WITH THREADED HOLES FOR

BOLT ATTACHMENT BY

MANUFACTURER. TYPICAL;

SEE NOTE #5.

POST-INSTALLED ANCHOR

BOLTS BY MANUFACTURER.

TYPICAL; SEE NOTE #5.

T/ FOUNDATION

ELEV. = SEE CIVIL

SEE PLAN C1/S-102

3" CLR

3'-0"

#7 AS STATED ON

C1/S-102

3/4" CHAMFER ON ALL

EXPOSED EDGES

EXPANSION JOINT

LAP

10 1/2"

(2) #7 x CONT

PERIMETER BARS, TYP

(5) #7 BARS, EA. FACE EQ. SPACED

#7 BAR W/ 90 DEG STD

HK, EA. FACE @ 12" O.C.

S-102

C6

EDGE OF SLAB BEYOND

ROUGHEN TO 1/4" AMPLITUDE

#4 AS STATED ON

C1/S-102

TEXTILE BRAKE PLAN NOTES:

1.

2.

3.

4.

5.

6.

SEE SHEETS S-001 AND S-002 FOR GENERAL STRUCTURAL

NOTES, SPECIAL INSPECTIONS AND ABBREVIATION KEY.

SEE CIVIL GRADING DRAWINGS FOR ELEVATION OF TOP OF

FOUNDATION SLAB.

THE ARRESTING GEAR SYSTEM AND ALL OF THE ASSOCIATED

CONNECTIONS, ANCHORS, AND ATTACHMENTS TO THE

FOUNDATION SLAB SHALL BE DESIGNED BY THE

MANUFACTURER. SEE NOTE G ON S-002.

THE FOUNDATION WAS DESIGNED TO RESIST AN ASD

LATERAL LOAD OF 130 KIPS. IF ACTUAL LOADING IS HIGHER

THAN 130 KIPS, ENGINEER OF RECORD MUST BE NOTIFIED

AND A FOUNDATION REDESIGN IS REQUIRED.

THE TEXTILE BRAKE AND TEXTILE BRAKE ANCHORING SHOWN

ON PLAN IS CONCEPTUAL ONLY (BASED ON PREVIOUS

TEXTILE BRAKE DESIGNS). NOT ALL ATTACHMENTMENTS MAY

BE SHOWN. THE ACTUAL TEXTILE BRAKE AND TEXTILE

BRAKE ANCHORING REQUIREMENTS SHALL BE BY THE

TEXTILE BRAKE MANUFACTURER.

TEXTILE BRAKE ANCHORING SHALL BE BY THE

MANUFACTURER BASED ON PREVIOUS TESTING AND

ACCEPTABLE INSTALLATIONS.

SILICONE SEALANT

ROUND TO 1/4" RADIUS

BACKER ROD

/4

/2

3/4" PJF

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CERTIFIED FINAL DESIGN

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TEXTILE BRAKE FOUNDATION PLAN

SCALE: N.T.S.A1

TEXTILE BRAKE FOUNDATION SECTION

SCALE: N.T.S.C6

EXPANSION JOINT DETAIL

SCALE: = 1'-0"

0 2 42

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SLAB-ON-GRADE

#4 AT 12" O.C. E.W.

C

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EQUIPMENT FOOTPRINT (TYP.)

EXTEND PAD 6" MIN. BEYOND

#4 DOWEL WITH STD. 90 DEG. HOOK,

SPACED @ 12" O.C. AROUND

PERIMETER, EPOXY ANCHOR INTO

EXIST. SLAB WITH 4" MIN. EMBEDMENT

MECHANICAL EQUIPMENT

T/ FOUND. SLAB

ELEV. = 0'-0"

NEW BAK-12

FOUNDATION

BAK-12 PAD REINFORCING.

SEE CT508. STOP REBAR AT

SUMP LOCATION

NOTE: COORDINATE FINAL SUMP DIMENSIONS

WITH SUMP PUMP MANUFACTURER'S

REQUIREMENTS AND MECHANICAL DRAWINGS.

#5 @ 12" O.C.

TYPICAL ALL

SIDES OF SUMP

6"

6"

EDGE OF FRANGIBLE

BUILDING WALL (BY

OTHERS)

S-101

SEE

S-301

A1

TYP.

3'-0"

(2) #5 DOWELS. 8"

MIN. EMBED. BEND

AS NECESSARY

1. ALL GRATING AND GRATING SUPPORTS SHALL BE

HOT-DIPPED GALVANIZED.

2. GRATING SHALL HAVE A 1 1/4" DEPTH AND BE RATED

FOR A 2000 LB POINT LOAD.

GRATING NOTES:

BEARING

2" MIN.

3/16 2@6

2" MIN. AT ENDS

OF ANGLE

SEGMENTS

PL.1 1/4"x 2" x CONT. (GALVANIZED)

1 1/4" METAL GRATING

(GALVANIZED). ATTACHMENT BY

MFR.

L3x3x1/4 x CONT. (GALVANIZED)

1/2" DIA. HEADED STUD x 4"

LONG, SPACED 12" MIN.

O.C., 6" MIN. FROM ENDS OF

ANGLE SECTIONS, ATTACH

TO ANGLE AT 45 DEG.

SLOPE (GALVANIZED WITH

ANGLE)

FLOOR SLAB

1/4" GAP

3" C

LR

#4 x 4'-0" DIAGONAL

PLACED 2" BELOW

T/ SLAB

SLAB EDGE

RE-ENTRANT

CORNER

NOTE: DO NOT PROVIDE BARS WHERE CONTROL

JOINTS COINCIDE AT RE-ENTRANT CORNER.

3/8" Ø REMOVEABLE BOLT WITH

THREADED CAST-IN INSERT.

EMBEDMENT BY BOLT

MANUFACTURER BASED ON

LOADS SHOWN ON S-101.

SHELTER FOUNDATION. SEE

A1/S-101 & D1/S-101.

EXTERIOR EDGE OF FRANGIBLE BUILDING

FRANGIBLE BUILDING FOUNDATION

EXISTING MANHOLE

FOUNDATION REINFORCMENT.

SEE E5/S-101.

6" MIN.

ADD RE-ENTRANT BARS AT NOTCH CORNERS.

SEE E5/S-301 FOR MORE INFORMATION.

4" MIN.

4" MIN.

#6 @ 6" O.C. w/ STD 90° HK AT

NOTCH LOCATION (TYP.)

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CERTIFIED FINAL DESIGN

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TYPICAL HOUSEKEEPING PAD

SCALE: N.T.S.C1

SECTION AT SUMP PIT

SCALE: N.T.S.A1

FLOOR GRATING BEARING

SCALE: N.T.S.E5

BAR AT RE-ENTRANT CORNER

SCALE: N.T.S.E7

REMOVABLE BOLT DETAIL

SCALE: N.T.S.A5

FOUNDATION NOTCH OUT AT EXISTING MANHOLE

W

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T

AHU-1A

T

AHU-2A

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AHU-2B

T

AHU-1B

AHU-1A

AC-1

SP-1A

12"x12" B

18"x12" A

12"x12" SA

12"x18" RA

CD

9' - 2" AFG

9' - 2" AFG

5' - 10"4' - 7"

2" S

8 8

1" CA

SP-2A

AHU-2A

18"x12" A

12"x12" B

12"x12" SA12"x18" RA

3/4" CD

9' - 2" AFG 9' - 2" AFG

4' - 10" 5' - 8"

2" S5

8 8

AHU-2B

18"x12" A

12"x12" B

2 SP-2B

12"x12" SA12"x18" RA

3/4" CD

9' - 2" AFG9' - 2" AFG

5' - 8"4' - 10"

5 2" S

8 8

AHU-1B

12"x12" B

18"x12" A

AC-2

SP-1B

12"x12" SA12"x18" RA

CD

9' - 2" AFG 9' - 2" AFG

4' - 7" 5' - 10"

2" S

8 8

1" CA

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M-101

CERTIFIED FINAL DESIGN

M E

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-9

SHEET NOTES:

1. REFER TO MP001 FOR MECHANICAL GENERAL NOTES AND

DESIGN CRITERIA.

2. REFER TO MP002 FOR MECHANICAL ABBREVIATIONS AND

LEGENDS.

3. FOR DEMOLITION OF EXISTING FACILITY, DEMOLISH THE HVAC

UNIT, DUCTWORK, CONTROLS, PIPING, AIR TERMINALS,

ELECTRICAL, AND APPURTENANCES.

4. FOR DEMOLITION OF EXISTING FACILITY, COMPRESSED AIR

UNIT WILL BE REMOVED AND RETURNED TO GOVERNMENT.

DEMOLISH ASSOCIATED TUBING, ELECTRICAL, AND CONTROLS.

SCALE: 1/4" = 1'-0"D1

MECHANICAL PLAN - CONTROL SHELTER (RUNWAY 06)

SCALE: 1/4" = 1'-0"A1

MECHANICAL PLAN - DEPENDENT SHELTER (RUNWAY 06)

SCALE: 1/4" = 1'-0"A5

MECHANICAL PLAN - DEPENDENT SHELTER (RUNWAY 24)

SCALE: 1/4" = 1'-0"D5

MECHANICAL PLAN - CONTROL SHELTER (RUNWAY 24)TR

U E N

PLAN

NORTH

TR

U E N

PLAN

NORTH

TR

U E N

PLAN

NORTH

TR

U E N

PLAN

NORTH

KEYNOTES:

1. PROVIDE STAINLESS STEEL TUBING FROM AIR COMPRESSOR

TO CONNECTION POINT ON HYDRAULIC EQUIPMENT PER

MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS.

2. PROVIDE SUMP IN PIT PER DETAIL D4/MP501. REFER TO

STRUCTURAL DRAWINGS FOR EXACT LOCATION. ROUTE PIPE

UP AND OUT BUILDING. DRAIN TO GRADE. PROVIDE FRENCH

DRAIN OUTPUT. REFER TO DETAIL F8/MP501.

3. PROVIDE EQUIPMENT PAD PER STRUCTURAL DETAIL F1/S-301.

4. COMPRESSED AIR DROP AT THIS LOCATION. SEE DETAIL

A7/MP501.

5. ROUTE CONDENSATE DRAIN LINE, FULL SIZE OF CONNECTION

ON UNIT, TO FRENCH DRAIN. REFER TO DETAIL F8/MP501.

6. HYDRAULIC EQUIPMENT. REFER TO CIVIL DRAWINGS FOR

DETAIL.

7. EXTERIOR CONCRETE PAD. REFER TO STRUCTURAL DRAWINGS

FOR DETAIL.

8. SUPPORT DUCTWORK WITH STANDS. REFER TO

SPECIFICATIONS.

9. ROUTE 1" COMPRESSED AIR PIPING ALONG WALL. CONNECT TO

BAK SYSTEM CONTROLLER BOX. REFER TO CIVIL DRAWINGS

FOR CONTINUATION OF COMPRESSED AIR, EXTERIOR TO THE

STRUCTURE.

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A1

E-101

A1

E-102

D1

E-101

D1

E-102

SCALE: 1" =

1 2 3 4 5

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SHEET ID

P a rk w a y L a n e

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P e a c h tr e e C o rn e rs

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5/7/2021 10:16:25 AM X:\FY20\1200607\04.CAD BIM\04.01.BIM\1200607_HOME_GEAR_MEP_FP_v19.rvt

ES101

CERTIFIED FINAL DESIGN

E L E

C T

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IC

A L S

IT

E

P L A

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A Y

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-9

SHEET NOTES:

1. REFER TO E-001 & E-002 FOR ELECTRICAL GENERAL NOTES,

ABBREVIATIONS & LEGEND.

2. REFER TO E-611 FOR LUMINAIRE SCHEDULE.

KEYNOTES:

1. PROTECT AND PRESERVE EXISTING 480V 1PH FEEDERS FOR

RE-USE AS SHOWN ON E-601.

2. NEW 40KW GENERATOR SHALL BE IN SAME LOCATION AS

REMOVED GENERATOR. SEE E-601 NEW CONDUIT AND

CONDUCTOR INFORMATION.

3. PROVIDE TYPE B LUMINAIRE INSIDE NEW GENERATOR

ENCLOSURE. PROVIDE SWITCH INSIDE DOOR NEAREST TO THE

MAIN CIRCUIT BREAKER. 120V CIRCUIT TO BE PROVIDED FROM

PANEL P1B. SEE E-611.

4. PROVIDE TYPE Z LUMINAIRE ON NEW GENERATOR. TYPE Z

LUMINAIRE TO BE CONTROLLED VIA TWIST LOCK PHOTOCELL.

5. LOCATION OF NEW NEMA 4X STAINLESS STEEL ATS (ATS-1).

6. EXISTING ELECTRICAL UNDERGROUND AIRFIELD ELECTRICAL

LINES AND ASSOCIATED CONCRETE HANDHOLE WITH STEEL

LID TO REMAIN. PRIOR TO COMPLETION OF NEEDED DIRT

WORK, CONTRACTOR SHALL HAND-DIG, “POTHOLE” EXCAVATE,

OR USE OTHER MEANS NECESSARY TO LOCATE AND EXPOSE

EXISTING-TO-REMAIN CONDUCTORS WITHOUT CAUSING

DAMAGE TO THEM. THE NEW BUILDING FOOTPRINT WILL BE

IMMEDIATELY ADJACENT TO THE EXISTING-TO-REMAIN

CONCRETE HANDHOLE AND LINES THAT ARE KNOWN TO BE

NEAR THE SHELTER SITE. EXISTING-TO-REMAIN CONDUCTORS

MAY BE ENCASED IN DUCT OR MAY BE DIRECT BURIAL CABLES.

7. CONTRACTOR SHALL TAKE MEASURES TO ENSURE HANDHOLE

AND CONDUCTORS ARE FULLY PROTECTED AND PRESERVED

DURING ALL PHASES OF CONSTRUCTION. CONTRACTOR TO

NOTIFY COR AND RECEIVE APPROVAL IN WRITING PRIOR TO

STARTING ANY EXCAVATION WORK WITHIN 10’ OF HANDHOLE

OR ANY ELECTRICAL LINE LOCATE FLAGS/PAINT. THESE

CABLES, IN PART, SERVE THE RUNWAY SIGNAGE AND

LIGHTING. THEY ARE CRITICAL TO HOMESTEAD ARB.

SCALE: 1" = 50'-0"A1

ELECTRICAL SITE PLAN - RUNWAY 06

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A5

E-101

A1

E-102

D5

E-101

D1

E-102

SCALE: 1" =

1 2 3 4 5

A

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SHEET ID

P a rk w a y L a n e

S u it e

P e a c h tr e e C o rn e rs

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F a x

(6

-7

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5/7/2021 10:16:26 AM X:\FY20\1200607\04.CAD BIM\04.01.BIM\1200607_HOME_GEAR_MEP_FP_v19.rvt

ES102

CERTIFIED FINAL DESIGN

E L E

C T

R

IC

A L S

IT

E

P L A

N

R U

N W

A Y

R E

P A

IR

A

IR

C

R A

F T

A R

R E

S T

IN

G

S Y

S T

E M

H O

M E

S T

E A

D A

R B

F

L O

R

ID

A U

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O R

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O F

E N

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IN

E E

R S

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IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

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K

IN

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L

L O

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J M

-9

SCALE: 1" = 50'-0"A1

ELECTRICAL SITE PLAN - RUNWAY 24

SHEET NOTES:

1. REFER TO E-001 & E-002 FOR ELECTRICAL GENERAL NOTES,

ABBREVIATIONS & LEGEND.

2. REFER TO E-611 FOR LUMINAIRE SCHEDULE.

KEYNOTES:

1. PROTECT AND PRESERVE EXISTING 480V 1PH FEEDERS FOR

RE-USE AS SHOWN ON E-602.

2. NEW 40KW GENERATOR SHALL BE IN SAME LOCATION AS

REMOVED GENERATOR. SEE E-602 NEW CONDUIT AND

CONDUCTOR INFORMATION.

3. PROVIDE TYPE B LUMINAIRE INSIDE NEW GENERATOR

ENCLOSURE. PROVIDE SWITCH INSIDE DOOR NEAREST TO THE

MAIN CIRCUIT BREAKER. 120V CIRCUIT TO BE PROVIDED FROM

PANEL P1C. SEE E-611.

4. PROVIDE TYPE Z LUMINAIRE ON NEW GENERATOR. TYPE Z

LUMINAIRE TO BE CONTROLLED VIA TWIST LOCK PHOTOCELL.

5. LOCATION OF NEW NEMA 4X STAINLESS STEEL ATS (ATS-2).

6. EXISTING ELECTRICAL UNDERGROUND AIRFIELD ELECTRICAL

LINES AND ASSOCIATED CONCRETE HANDHOLE WITH STEEL

LID TO REMAIN. PRIOR TO COMPLETION OF NEEDED DIRT

WORK, CONTRACTOR SHALL HAND-DIG, “POTHOLE” EXCAVATE,

OR USE OTHER MEANS NECESSARY TO LOCATE AND EXPOSE

EXISTING-TO-REMAIN CONDUCTORS WITHOUT CAUSING

DAMAGE TO THEM. THE NEW BUILDING FOOTPRINT WILL BE

IMMEDIATELY ADJACENT TO THE EXISTING-TO-REMAIN

CONCRETE HANDHOLE AND LINES THAT ARE KNOWN TO BE

NEAR THE SHELTER SITE. EXISTING-TO-REMAIN CONDUCTORS

MAY BE ENCASED IN DUCT OR MAY BE DIRECT BURIAL CABLES.

7. CONTRACTOR SHALL TAKE MEASURES TO ENSURE HANDHOLE

AND CONDUCTORS ARE FULLY PROTECTED AND PRESERVED

DURING ALL PHASES OF CONSTRUCTION. CONTRACTOR TO

NOTIFY COR AND RECEIVE APPROVAL IN WRITING PRIOR TO

STARTING ANY EXCAVATION WORK WITHIN 10’ OF HANDHOLE

OR ANY ELECTRICAL LINE LOCATE FLAGS/PAINT. THESE

CABLES, IN PART, SERVE THE RUNWAY SIGNAGE AND

LIGHTING. THEY ARE CRITICAL TO HOMESTEAD ARB.

T R

U E

N

PLAN

NORTH

R

E V

IS

E

D I

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C C

O R

D A

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IT

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