Attachment 1a-Drawings.pdf

8 7 r ··""··--�-._-�,ce,,,,.,,_._..__ .... ""-"'-=-.-...=-->.,-��"'"'"'�-=..._,,-·=,_=,-.�--=•�a<= ..... =��--""�=,�=rz. --.... -""' '¥'*""""'--""-""""""'-"""'=�

I I

I' H

G

_i I i l�

Fl i I i t-r

E r�\

-. \J

� -r---.i � � ;'. J ll ¥ -:i:!-,._,.,,...,...ii, "'1;

.,==<'l

_l.

\J �

"'"t" I l � __ =5 11 " ' i .1.,,.

z r "1

E l� j ns u . '

6 5

DME JOACKSO

CECIL FIELD

N-

JACKSONVILLE

EQUESTRIAN=

CENTER '-"'

FRETWELL

PARK

VILLE,

(VQQ)

CECIL

AIRPORT

-I I

1/)

9TH ST

® CECIL COMMERCE CENTER ---------

-I I

1/)

VICINITY MAP

NOT TO SCALE

FLORIDA

®BLUE LAKE

ESTATES

ASI/ ASII LOCALIZER AN"D GLIDE SLOPE

WITH MARK 20A

JACKSONVILLE

H

G

F

E

·D

1\-D REPLi\CE A DME, RlJNW A Y 36R C f � I I i

Al I

I

1--·�·---·�-·--··--��-w·

7 I---

6 I 5 A � 4 I 3 I r-+---- ---+- -- - -- - - - - ------+-- -+---�1---

REV APPROVED

DAT

E D E

SC

R

IPTION JCN

REDLINE

API/D . B DAT

E

DEPARTMENT OF TRANSPORTATION

FEDERAL A ViATION ADMINISTRATION

· z

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA g m s--------------------------"� �

LDC

RUNWAY 36R

COVER SHEET AND VICINITY MAP

JACKSONVILLE CECIL FIELD AIRPORT FL

R E\

I E

WE

D

B

Y l s u�"._� l

T E

Q' t fc

}·:·.-_:·v_-

· ___ 1'F.,.t,f;,,-'

R

��V!

E

�19�,.�� � � � l - -

PROJECT ENGINEER MGR: ENGINEERING - CENTER A

ED . ws ENGINEt��� o s��v1cEs :

;:�/ING

�0112612016 I JcN ---13�s;i t-->---+------V'-"'-,B NAVAIDS CHECKED

VQQ-D-1398938-G001

V, -z 8 0 0 ii

V, C m� A§ m"'°' m°'

'00> n w

I THIS DRAWING PRODUCED ON ASO REGIOt'-! MICROSTATION SYSTEM

DTFASA-17-R-00048 Attachment 01a

Linda Hennequant CO Stamp for Specs/Drawings

Linda Hennequant Sticky Note Marked set by Linda Hennequant

I

Hi i

I

I

I I

GI

I

C�Rt\WINC NO.

V00-0-1398938-GOOl

VOO-D-1398938-G002

VOO-D-1398938-G003

V00-0-1398938-G004

VOO-D-1398938-G005

VOO-D-1398938-D001

VOO-D-1398938-DOOZ

VOO-D-1398938-C001

VOO-D-1398938-COOZ

VOO-D-1398938-C003

VOO-D-1398938-C004

VOO-D-1398938-C005

VOO-D-1398S38-C006

_1 V00-D-1398938-C007

VOO-D-1398938-COOB

VOO-D-1398938-COOS

VOO-D-1398938-COlO

I F !

I I

-1

I I i

El I

I i

I -�1

I I !Dt I

-1

C I i i

I�!

-1 I

VOO-D-1398938-C011

VCO-D-1398938-C012

VOO-Q-1j98S38-C013 VOO-D- l 398S38-C014

VOO-D-1398938-C015

VOO-D-1398S38-C016

VOO-D-1398938-C017

VOO-D-1398938-SOOl

VOO-D-1398938-S002

VOO-D-1398938-S003

VOO-D-1398938-EOOl

VOO-D-1398938-E002

VOO-D-1398938-E003

VOO-D-1398938-E004

VOO-D-1398938-EOOS

VOO-D-1398938-E006

VOO-D-1398938-E011

VOO-D-1398938-E012

VOO-D-1398938-E013

VOO-D-1398938-E014

REV. DATE

01/26/2016 01/26/2016 01/26/2016 01/26/2016 01/25/2016

01/26/2016 01/26/2016

01/26/2016 01/25/2016

NOT USED

01/26/2016 01/26/2016 01/26/20'16 01/26/2016 01/26/2016 01/26/2016 01/26/2016

I\IOT USED

01/26/2016 01/26/2016 01/26/2016 01/26/2015 01/26/2016 01/26/2016

01 /26/20'15 01/26/2016 01/26/2016

01/26/2016 01/26/20'16 01/26/2016 01/26/2016

NOT USED

01/26/2016 01/26/2016 01/26/2016 01/26/2016 01/26/2016

7 6 5

DR _ _A.WING LIST

DESCRIPTION

LDC

LDC

LOC

LDC

LDC

LDC

GS

LDC

LDC

LDC

LDC

LDC

LDC

LDC

DME

GS

GS

GS

GS

LDC

LDC

LDC

GS

DME

DME

LDC

LDC

LDC

LDC

LDC

GS

GS

GS

GS

RUNWAY 36R - COVER SHEET AND VICINITY MAP

RUNWAY 36R - DRAWING INDEX AND ABBREVIATIONS

RUNWAY 36R - SYMBOLS AND LEGENDS

RUNWAY 36R - GENERAL NOTES

RUNWAY 36R - AIRPORT SITE PLAN

RUNWAY 36R - LOCALIZER DEMOLITION PLAN

RUNWAY 36R - GLIDE SLOPE DEMOLITION PLAN

RUNWAY 36R - LOCALIZER AND DME SITE PLAN

RUNWAY 36R - LOCALIZER AND DME PLOT LAYOUT

RUNWAY 36R - LOCALIZER ANTENNA (14 ELEMENT) FOUNDATION PLAN AND DETAILS

RUNWAY 36R - LOCALIZER ANTENNA ARRAY INSTALLATION DETAILS

RUNWAY 36R - DUPONT STANDARD SHELTER 10 X 16 FOUNDATION PLAN AND DETAILS

RUNWAY 36R - GROUND CHECK POINT LAYOUT

RUNWAY 36R - CONDUIT ENTERING JUNCTION BOX DETAILS

RUNWAY 36R - DME ANTENNA AND SUPPORT INSTALLATION DETAILS

RUNWAY 36R - GLIDE SLOPE PLOT LAYOUT

RUNWAY 36R - TOWER ON EXISTING FOUNDATION AND ANTENNA PLACEMENT DETAILS

RUNWAY 36R - CAPTURE EFFECT GLIDE SLOPE ANTENNA TOWER INSTALLATION DETAILS

RUNWAY 36R - DUPONT SHELTER 10 X 16 FOUNDATION DETAILS

RUNWAY 36R - MISCELLANEOUS CIVIL DETAILS SHEET 1 OF 3

RUNWAY 36R - MISCELLANEOUS CIVIL DETAILS SHEET 2 OF 3

RUNWAY 35R - MISCELLANEOUS CIVIL DETAILS SHEET 3 OF 3

RUNWAY 36R - GLIDE SLOPE ANTENNA TOWER LADDER DETAILS

RUNWAY 36R - L!R STRUCTURE MG-20 FOUNDATION

RUNWAY 36R - L!R STRUCTURE MG-20 ASSEMBLY INSTRUCTIONS

RUNWAY 36R - LOCALIZER SHELTER AND DME ELECTRICAL PLOT LAYOUT

RUNWAY 36R - LOCALIZER SINGLE LINE AND RACK DETAILS

RUNWAY 36R - LOCALIZER SHELTER GROUNDING PLAN

RUNWAY 36R - LOCALIZER ARRAY GROUNDING PLAN

RUNWAY 36R - LOCALIZER SHELTER 10 X 16 ELECTRICAL PLAN AND DETAILS

RUNWAY 36R - GLIDE SLOPE SINGLE LINE AND RACK DETAILS

RUNWAY 36R - GLIDE SLOPE SHELTER GROUNDING PLAN

RUNWAY 36R - GLIDE SLOPE TOWER GROUNDING DETAILS

RUNWAY 36R - GLIDE SLOPE SHELTER 10 X 16 ELECTRICAL PLAN AND DETAILS

ABV

ADJ

AF

ALS

ALSF

APPROX

ATCT

AVG

BJ

BLDG

BOT

BOC

BSDC

C

CAB

CAP

CCM

CET

CL

CJ

COMM

CONC

CONN

CONSTR

CONT

CONTR

CP

CTR

DIA

D!AG

DIM

D!STR

DME

DN

DWG

A

ABOVE

ADJACENT, ADJUSTABLE

AIRWAY FACILITY

AMBIENT LIGHT SENSOR

HIGH INTENSITY APPROACH

LIGHTING SYSTEM WITH

SEQUENCED FLASHING LIGHTS

APPROXIMATELY

AIRPORT TRAFFIC CONTROL TOWER

AVERAGE

B

BONDING JUMPER

BUILDING

BOTTOM

BOTTOM OF CONDUIT

BARE SOFT DRAWN COPPER

C

COMMUNICATION DUCT OR LINE

CABINET

CAPACITY

CONCRETE CABLE MARKER

CONSTRUCTION ENGINEERING

TECHNICIAN

CENTERLINE

CONTROL JOINT

COMMUNICATIONS

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUE, CONTINUATION,

CONTINUOUS

CONTRACTOR

CONTROL PANEL

CENTER

D

DIAMETER

DIAGONAL

DIMENSION

DISTRIBUTION

DISTANCE MEASUREMENT

EQUIPMENT

DOWN

DRAWING

E

EACH

EXPAI\ISION JOINT

EA

EJ

EL,

EES

ELEV ELEVATION (HEIGHT)

EARTH ELECTRODE

SYSTEM (COUNTERPOISE)

ELEC

EMERG

EMT

EQUIP

EXIST

EXP

EXT

FAA

FF

FFM

FL

FRANC

FT

FVC

ELECTRIC

EMERGENCY

ELECTRIC METALLIC

EQUIPMENT

EXISTING

EXPOSED, EXPANSION

EXTERIOR, EXTERNAL

F

FEDERAL AVIATION

ADMINISTRATION

FINISH FLOOR

FAR FIELD MONITOR

FLOOR, FLOW LINE

FRANGIBLE

FOOT, FEET

FIRE VALVE CABINET

G

TUBING

ABBREVIATIONS

I

ICC

IL S

IM

LOIN

LF

LHA

LDC

LOM

MALSF

MALSR

MH

MAX

MECH

MIN

MSL

MTL

NAD

NAVO

NIC

NOB

NGUD

OA

DC

OD

OH

OM

OPNG

OPP

p

PAPI

PB

PCF

PCU

PL

PLBG

PNL

POS

P,O,B, P,O.S.

pp

PSF

PSI

PT

PVC

PVMT

QTY

INDIVIDUAL CONTROL CABINET

INSTRUMENT LANDING SYSTEM

INNER MARKER

L

LEAD-IN LIGHTS

LINEAR FEET

LAMP HOUSING ASSEMBLY

LOCALIZER

LOCATOR OUTER MARKER

M

MEDIUM INTENSITY APPROACH

LIGHTING SYSTEM W/

SEQUENCED LIGHTS

MEDIUM INTENSITY APPROACH

LIGHTING SYSTEM W/ RUNWAY

ALIGNMENT INDICATOR LIGHTS

MANHOLE

MAXIMUM

MECHANICAL

MINIMUM

MEAN SEA LEVEL

METAL

N

NORTH AMERICAN DATUMS

NORTH AMERICAN VERTICLE

NOT IN CONTRACT

NON-DIRECTIONAL BEACON

NATIONAL GEODETIC

VERTICLE DATUM

OVERALL

ON CENTER

OUTSIDE DIAMETER/

OVERFLOW DRAIN

OPPOSITE HAND

OUTER MARKER

OPENING

OPPOSITE

p

POWER

PRECISION APPROACH PATH

INDICATOR LIGHTS

PULL BOX

POUNDS PER CUBIC FOOT

POWER AND CONTROL UNIT

PROPERTY LINE, PLATE

PLUMBING

PANEL

POSITIVE, POSITION

POINT OF BEGINNING

POINT OF START

POWER POLE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PRESSURE TREATED, PAINT

POLYVINYL CHLORIDE CONDUIT

PAVEMENT

QUANTITY

RAIL

RCP

RCVR

RE

REF

REIL

REINF

REQD

REV

RSA

RSC/RGS

ROFA

RVR

RWY

SSALR

SCHED

SHT

SIM

SP

SPEC

so ss

ST

STD

TEL

TD

THK

TDC

TOD

TOS

TS

TSA

TXWY

TYP

UON

UPS

UP

UTIL

VASI

VERT

VIF

vs

W/ W/0

WH

WR

WT

WWF

R

RUNWAY ALIGNMENT

INDICATOR LIGHTS

REINFORCED CONCRETE PIPE

RECEIVER

RESIDENT ENGINEER

REFERENCE

RUNWAY END IDENTIFJCATIO

LIGHTS

REINFORCEMENT, REINFORCED

REQUIRED

REVISION

RUNWAY SAFETY AREA

RIGID STEEL CONDUIT

RUNWAY OBJECT FREE AREA

RUNWAY VISUAL RANGE

RUNWAY

s

SIMPLIFIED SHORT APPROA

LIGHTING SYSTEM W/

RUNWAY ALIGNMENT

INDICATOR LIGHTS

SCHEDULE

SHEET

SIMILAR

SPACE

SPECIFICATIONS

SQUARE

STAINLESS STEEL

STAIN

STORAGE

T

TELEPHONE

TOUCHDOWN

THICK/THICKNESS

TOP OF CONCRETE

TOP OF DUCT

TOP OF STEEL

TUBE STEEL

TAXIWAY SAFETY AREA

TAXIWAY

TYPICAL

u

UNLESS OTHERWISE NOTED

UNINTERRUPTABLE POWER

SUPPLY

UTILITY POLE

UTILITY

V

VAS! VISUAL APPROACH SLOPE

INDICATOR

VERTICAL

VERIFY IN FIELD

VISUAL SENSOR

w

WITH

WITHOUT

WATER HEATER

WATER RESISTANT

WEIGHT

WELDED WIRE FABRIC

X

XMTR TRANSMITTER

XFMR TRANSFORMER

H

G

F

E

D

C

CALV GALVANIZED

GFM GOVERNMENT FURNISHED MATERIALS REV APPROV ED

DATE

lJC:SCRIPTION JCN

REDLINE ft.PVD BDATE

C t:: 2 .g' Q_ C'-1 D o ,n

0 '!

, u

,:o -

;J:;;Q '";"'Cl oN oo o::::

Bj CFC! GROUND FAULT CIRCUIT

GND GROUND

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION �

I

GEC GROUNDING ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

I--1 I l i j

ELECTRODE

CONDUCTOR

CPS GLOBAL

POSITIONING SYSTEM

GS GLIDE SLOPE

GRP GEOGRAPHICAL

REFERENCE POINT

LDC

RUNWAY 36R

DRAWING INDEX AND ABBREVIATIONS

JACKSONVILLE CECIL FIELD �RPORT !

A I.. H HH!GI" .,

R E VIEWED BY SJBM

TED �y

; ,,. : n

ROVED BY

A. . .. ' ! HC H.6,NDICAPPED ' ,. ,,;. ·�s� i ACCESSIBLE PROJECT ENGINEER MGR: ENGINEERING - CENTER A

FL

i HD HEAVY DUTY OES,G�ED ISSUED BY DATE j J

C N

' HOR l Z HOR l ZONTAL ,___,, ,_ - OR-AWN' w s ENGINEERING SERVICES '""'oR-A-WI-NG-,?""o 12=6

C,'__ 1 =20

16""'1----=13=9 3,e.;9=

R

{=e

! ___ , __ , _____ ,_,. _____ �-· ··-,·-·---·-----·-------,--,==-=---==· ==-==-=------=-------=====�=====��==�=-�=.iJ,...== H

T

H

E

I

G

H

_r __=���-==��-��---· =�=�=. ·-�= .. �· �--�•."'-���bCH-EC_K�Ec ____ v_s ��- N A=-V-AID�s ______ v_ o.;.o.;.-_D_ - _13_ 9_ 8_9 _3 _8 _-G_0_0_2...J......I

8 7 z Q

::, ro z g 0 0 u ;I:!

o, u

A� ro � 0, ro 0, a0 > a

� -- ·--··-----· I 6 I s " 4 I 3 I 2 I 1 __ _ __ __ _______ ___________________ _.:__ _ __ ____ _ ______ _c__ ______________ _c__ ______________ _.:_ ________ ______ __:_________________ ____ _ __ ,, . ., ____ THIS DRP..WING PRODUCED ON ,<J,SO REGION MICROSTP..TION SYSTEM0

DTFASA-17-R-00048 Attachment 01a

8 7 6 5

EX__lS TI NG NEW

---- ELECTRICAL CONDUIT AND WIRING

DETAIL NUMBER�-

BRANCH CIRCUIT, SURFACE MOUNTED 3/4"C, H

WITH 2#12 WIRES PLUS 1#12 GROUND

DETAIL C3._) Tl TLE REFERENCE A01[A0Q3

FAA POWER/COMM. CABLE

FAA ABANDON LINES

HAND HOLE/PULL BOX

GAS LINE

CROSS MARKS DENOTE NUMBER OF #12 WIRES

I l i

F!

I I i i i

-l

I

El I' l I I

. l

-llii

I''

I

D .II

I

I

-1 I

SHEET ON WHIC

V

DETAIL IS DRAWN

OR SCHEDULED

SHEET FROM WHICH DETAIL

IS TAKEN OR FIRST REFERENCED

SECTION

SECTION CUT

PARTIAL SECTION CUT

ELEVATION REFERENCE

NORTH ARROW

ROOM/AREA NUMBER

DEMOLITION

REVISION

REVISION DESIGNATION

SECTION LETTER-

A

TITLE REFERENCE

AQ1Q AQOS

SHEET ON WHICH /

SECT! ON IS DRAWN_,......-

SHEET WHERE SECTION IS CUT

B120

S YlvlBOL S

CONDENSATE RETURN

INDUSTRIAL COLD WATER

BUILDING

ELECTRICAL MANHOLE (EMHJ

FIRE WATER

CATCH BASIN

ELECTRIC POWER L!NE:

OVERHEAD UNDERGROUND

TELEPHONE LINE:

OVERHEAD

UNDERGROUND

BURIED DUCT BANK

CONDUIT

UNDERGROUND DUCTBANK

UTILITY POLE

ELECTRIC BUSS DUCT SUPPORT

TRANSFORMER

STREET LIGHT

LIGHTCAN

SEWER

(SANITARY OR COMBINATION)

STORM DRAIN LINE

PROPERTY LINE

EASEMENT L 11\JE

SIGN

TREES

ASPHALT PAVING

PCC

(PORTLAND CEMENT

CONCRETE l

GRASSED AREA

GRAVEL AREA

LEASE AREA

COMMUNICATIONS

D -G-

-CR--

-!W-

O

--0--

--FW

D --P--

-UG/P-

POWER

-T--

-UG/T-

--D_]J_Q

IT]

0- -¢

-ss-

SD

I I I I 1_ --------- j ffil PB/11H

I ·. . . ·1

DP. 1

/"'u rn

015A

D

WHEN MORE THAN 3 IN 3/4" CONDUIT

SAME AS BRANCH CIRCUIT - BUT CONCEALED

HOME RUN TO PANEL DP CIRCUIT 1, SHOWN

SOLID WHETHER CONCEALED OR EXPOSED

CONDUIT, CAPPED

CONDUIT, FLEXIBLE

CONDUIT DOWN

CONDUIT UP

TRANSFORMER

EXOTHERMIC WELD

FUSE, 15A

GROUND ROD 3/4" X 10'-0"

WITH EXOTHERMIC WELD

ABOVE GROUND JUNCTION BOX

UNDERGROUND HAND HOLE/PULL BOX

SEE BELOW

G

F

I

E t ··--·--···-·-· -···---- ---- -----· ------ ·-·-------------��--------i cl

-1' l

B i

I I

I

A

I '

NUMBER, POUNDS

CEr�TERL ! NE

FEET OR MINUTES

INCHES OR SECONDS

DEGREE

AT

H

SPOT ELEVATION

CONTOUR MAJOR

CONTOUR MINOR

FENCE

SWALE/DlTCH

STRUCTURE/SHELTER

x9.50 X10,25

-865- -865-

-x-x-x- -x-x-x-

C

I

REV APPROVED DESCRIPTION JCN

REDLll\E

APVD DATE DATE B

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

�L,L,L,1/-,L >< X )(

EXISTING WORK TO BE REMOVED

EXISTING WORK TO BE ABANDONED

EXISTING WORI<

TOWER LOC

RUNWAY 35R

SYMBOLS AND LEGENDS

NEW WORI,

THE TERMS 'HAND HOLE' AND 'PULL BOX'

ARE USED INTERCHANGEABLY.

JACKSONVILLE

REVIEWED BY I SlJBts1!TTEO �y y \, PROJECT ENGINEER

DESIGNED

ws

DRAWN

VB

CHECKED

CECIL FIELD AIRPORT FL

'' _,.c· lSSUFJ) RY

ENGINEERING SERVICES

NAVAIDS

APPROVED BY

��' �,if @� �

MGR, ENGINEERIN'G • CENTER A

DATE

01/26/2016 IJCN

OR.AWING NC

l -

1398938

REV

VQQ-D-1398938-G003

C cr

A§ cr" cr c

7 6 5 4 3 2 THIS DRAWING PRODUJED Q,\J .I\SO REGION MICROSTATIOf\l SYSTn -�-------'----------------__:_ ______________ � ______________ .c_ _________________________________ _

C 0C _g, Cl, �rn

Qq

88dJ ,;.c "' m w ,_1, .-r, ;o --;- 0 ,-, C'.J bO 0 C:

>w

7 6 5 4 3 2 1 + r·------ --"------------�-�--"------------------------·-�--�--�----------�---��·, �=�,,_..,,------��---�--------=�--=·�=--�-===-=�-====-����--==�=---� ==--=-=�--=-�=---·--=-====��=--�=���=�=-==�-------=--------"'""""'"i

I NOTES EROSION CONTROL NOTES

HI 1. DURING PERIODS WHEN CONSTRUCTION EQUIPMENT AND VEHICLES ARE WORKING

ADJACENT TO AND/OR ARE CROSSING TAXIWAYS/TAXI LANES, THE CONTRACTOR

SHALL HAVE EQUIPMENT ON-SITE IN ORDER TO CLEAN SUCH PAVEMENTS. THE

CLEANING MEASURES SHALL BE ACCEPTABLE TO THE RE AND AIRPORT MANAGEMENT.

1. IF REQUIRED, THE CONTRACTOR SHALL SUBMIT A STORM WATER POLLUTION

PREVENTION PLAN ISWPPPl TO THE AIRPORT AND THE STATE AND/OR LOCAL

ISSUING AUTHORITY FOR APPROVAL PRIOR TO BEGINNING FIELD OPERATIONS.

SWPPP SHALL BE IN ACCORDANCE WITH THE STATE DEPARTMENT OF ENVIRONMENT

AND NATURAL RESOURCES AND THE STATE EROSION AND SEDIMENT CONTROL

PLANNING AND DESIGN MANUAL.

GENERAL GRADING NOTES

1. UNLESS OTHERWISE APPROVED BY THE RE OR SHOWN HEREIN, THE CONTRACTOR

G

2- ALL OPEN EXCAVATIONS AND TRENCHES SHALL BE CONTINUOUSLY BARRICADED,

MARKED AND LIGHTED TO THE SATISFACTION OF THE RE AND THE AIRPORT. OPEN

EXCAVATIONS AND TRENCHES SHALL NOT BE PERMITTED WITHIN THE RUNWAY

SAFETY AREA DURING HOURS OF DARKNESS.

3. THE CONSTRUCTION SITE ACCESS AND HAUL ROADS: ACCESS TO THE JOB SITE SHALL

BE VIA SPECIFIC ROUTE ESTABLISHED AT THE PRE-OFFER MEETING AND VERIFIED

AT THE PRE-CONSTRUCTION MEETING. CONTRACTOR SHALL PROVIDE VIDEO OF HAUL

ROUTES PRIOR TO NTP. ACCESS AND HAUL ROUTES MAY CHANGE DURING CONSTRUCTION

CONSTRUCTION AS DIRECTED BY THE RE. THE CONTRACTOR SHALL LOCK GATE

AFTER EACH INGRESS/EGRESS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO

HAUL ROADS, RESULTING FROM EXECUTING THIS CONTRACT, AT NO ADDITIONAL COST

TO THE GOVERNMENT. ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN

WITHIN THE LIMITS OF CONSTRUCTION AREA, STAGING AREA, OR HAUL ROUTES,

2. PRIOR TO INITIATING ANY WORK ON SITE, CONTRACTOR AND THE RE WILL

INSPECT AND DETERMINE IF ANY IMPROVEMENTS TO THE SWPPP IS REQUIRED.

ANY IMPROVEMENTS REQUIRED SHALL BE PERFORMED BY CONTRACTOR.

3, PROVIDE AND MAINTAIN THE STABILIZED CONSTRUCTION ACCESS AND EXIT

WITH SEDIMENT CONTROL MEASURES AS APPROPRIATE.

4. INSTALL EROSION CONTROL MEASURES PRIOR TO BEGINNING GRADING

OPERATIONS. THE DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED

THROUGHOUT THE CONSTRUCTION PROCESS.

5, THE RE MAY DIRECT THE CONTRACTOR TO ADD NEW MEASURES TO CONTROL

EROSION AND SEDIMENT TRANSPORT AT ANY TIME DURING THE PROJECT.

SHALL CONSTRUCT ALL MAINTENANCE AREAS, PAVEMENT FLUSH WITH THE SURROUNDING

GRADE AND IN SUCH A MANNER THAT HAS POSITIVE DRAINAGE AWAY FROM ALL

EQUIPMENT AND FOUNDATIONS AND DOES NOT BLOCK RUNOFF.

2, THE CONTRACTOR SHALL NOT CHANGE OR MODIFY THE EXISTING SLOPE AT

LOCALIZER MOUND DURING THE CONSTRUCTION OF THE NEW LOCALIZER PAD.

3, ALL WORK (FOUNDATIONS.PAD, HANDHOLES ETC) INSIDE THE RUNWAY SAFETY AREA

(RSA) SHALL BE INSTALLED FLUSH THE EXISTING GRADE TO PREVENT VIOLATIONS OF

THE RSA, IF ANY FILL IS REQUIRED SHALL BE PER ALLOWABLE GRADE AS FOLLOWS:

PERPENDICULAR TO CENTERLINE ± 3%

PARALLEL TO CENTERLINE ± 3%

4. PRIOR TO INITIATING CONSTRUCTION, THE CONTRACTOR SHALL FIELD INSPECT

CURRENT CONDITIONS AND DETERMINE IF CONDITIONS THAT ARE NOT REFLECTED

ON THESE PLANS AND THE ALIGNMENT OF THE ACCESS DRIVES AND THE NAVIGATION

AIDS WILL BE A PROBLEM WITH COMPLYING WITH THE ABOVE CRITERIA OR ANY OTHER

PORTION OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOTIFY THE RE

I

4. CONTRACTOR'S SECURITY CLEARANCE: THE CONTRACTOR'S EMPLOYEES SHALL

COMPLY WITH ALL SECURITY CLEARANCE REQUIREMENTS OF THE CONSTRUCTION

CONTRACT AND WITH LOCAL AUTHORITIES, ALL CONTRACTORS'S EMPLOYEES

MUST BE BADGED TO ACCESS JOB SITE.

6. AREAS OF STOCKPILED MATERIALS WITHIN THE CONSTRUCTION AREA ARE TO BE

TREATED !N SUCH A MANNER AS TO PREVENT MOVEMENT OR EROSION RESULTING

FROM AIRCRAFT BLAST, WIND CONDITION, OR RAINFALL. THE CONTRACTOR

IN WRITING OF THE RESULTS OF THIS INSPECTION. IF THERE ARE PROBLEM AREAS,

THE RE SHALL DIRECT THE CONTRACTOR ON HOW TO PROCEED WITH WORK IN THE

PROBLEM AREAS. THE CONTRACTOR SHALL NOT INITIATE WORK, ORDER MATERIALS

Fl

5. ACCESS DRIVE GEOMETRY DESIGN VEHICLE (AASHTOl:SU.

BRIDGE DESIGN LOAD: AASHTO HS-25.

6. THE CONTRACTOR IS TO REVIEW ALL AIRFIELD UTILITIES BUT NOT LIMITED

TO THE FOLLOWING UTILITIES: I_OCAL AIRPORT AUTHORITY, LOCAL FA?1

REPRESENTATIVE, CALL BEFORE DIG AT FLORIDA 1-800-432-4770 OR 811.

IS RESPONSIBLE FOR IMMEDIATE CLEANUP OF ANY DEBRIS THAT FALLS ON AIR

FIELD OR ROADWAY PAVEMENT AS A RESULT OF THE CONTRACTOR'S WORK.

CONTRACTOR IS TO SWEEP ON A DAILY BASIS, ALL ROADWAYS THAT ARE

ALONG THE CONTRACTOR'S HAUL ROUTES AND IMMEDIATELY CLEAN UP MUD

OR DEBRIS THAT FALLS ON ANY PAVEMENT OUTSIDE OF THE CONTRACTOR'S

LIMITS OF CONSTRUCTION AS A RESULT OF THE CONTRACTOR'S

OR THE FABRICATION OF ITEMS IN AREAS WHERE THERE ARE IDENTIFIED PROBLEMS

UNLESS APPROVED IN WRITING BY THE RE.

5. THE CONTRACTOR SHALL HAUL ALL EXCESS MATERIAL OFF SITE AND DISPOSE

OF PROPERLY.

I

I 7. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO ANY

CONSTRUCTION IN ACCORDANCE WITH SPECIFICATION SECTION 01110 AND 02200.

CONSTRUCTION OR HAULING ACTIVITIES.

WORK NEAR UTILITIES NOTE

-1

8. STAGING AREA - THE CONTRACTOR'S STAGING AREA WILL BE SPECIFIED AT

THE PRE-OFFER MEETING. THE CONTRACTOR SHALL MAKE PROVISIONS FOR ANY

REQUIRED UTILITIES. THE CONTRACTOR TO PROVIDE SECURITY FENCE AROUND

STAGING AREAS, UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL

RESTORE THE STAGING AREA; INCLUDING THE REPAIR OF EXISTING FACILITIES,

REMOVAL OF ALL UTILITIES, RE-GRADING, THE TOP SOILING, AND RE-SEEDING

COMPLETE TO THE SATISFACTION OF THE RE AND AIRPORT MANAGER.

SURVEY CONTROL NOTES

1. COORDINATE THE CROSSING OF THE UTILITIES AND INSTALLATION IN

EXISTING DUCTS UNDER TAXIWAY AND RUNWAY WITH THE UTILITY

OWNER THROUGH THE RE.

p

I I l

1. THE EXISTING FEATURES SHOWN ARE FROM AIRPORT LAYOUT PLAN (ALP) DRAWING,

NOTE THAT IN SOME LOCATIONS, EXISTING CONDITIONS MAY NOT REPRESENT THE

ACTUAL FIELD CONDITIONS DUE TO WORK IN PROGRESS DURING SURVEY. PRIOR TO

INITIATING FIELD WORK OR ORDERING MATERIALS, THE CONTRACTOR SHALL FIELD

VERIFY THE EXISTING CONDITIONS AND INFORM THE RE OF ANY DISCREPANCIES THAT

WILL AFFECT THE PROJECT,

EMERGENCY CONTACT INFO

El 9. CONTRACTOR TO INSURE THAT ALL TRAFFIC OVER EXISTING OR CONSTRUCTED

IMPROVED ROADWAYS ARE WITHIN THE DESIGN WEIGHT RANGE OF SAID ROADS AND

JS RESPONSIBLE FOR REPAIRS OF ANY DAMAGE OR DETERIORATION TO SAID ROADS.

2. THE CONTRACTOR SHALL PROTECT ALL EXISTING MONUMENTS UNLESS NOTED

OTHERWISE ON THE DRAWINGS, ANY MONUMENTS THAT ARE DAMAGED OR DISTURBED

SHALi_ BE RESET BY A PROFESSIONAL SURVEYOR LICENSED IN FLORIDA AT NO

ADDITIONAL COST TO THE GOVERNMENT.

FIRE AND RESCUE: ON FJELD EMERGENCY CONTACT 904-573-3179

AIRPORT MANAGER Kelly Doi la,hide (904)-741-2040

I I �,� '1'

1r •

IQ. ALL MATERIALS SHALL CONFORM TO AIRPORT STANDARD SPECIFICATION, THE STATE

Dor STA�DARD SPECIFICATIONS, UNLESS OTHERWISE NOTED ON THE DRAWINGS OR

SPECIFICATIONS.

11. ALL GOVERNMENT FURNISHED MATERIAL IGFMl SHALL BE LISTED IN SPECIFICATIONS

ALL GFM EQUIPMENT SHALL BE UPON DELIVERY TO THE SITE.

3, THE HORIZONTAL COORDINATES FOR THIS PROJECT ARE BASED ON NAO 83.

COORDINATE DATA SHOWN IS FROM AVNNET.JCCBI.GOV. THE VERTICAL DATUM IS

INAVD 881. ELEVATION DATA SHOWN FOR THE THRESHOLDS ARE FROM THE SAME DATA

SOURCE AS THE COORDINATES. CONTRACTOR'S REGISTERED LAND SURVEYOR SHALL

FIELD SURVEY THE RUNWAY AND THRESHOLD AND LOCATIONS OF THE PROPOSED

FACILITIES AND IMPROVEMENTS AND USE THIS DATA TO PREPARE THE FINISH GRADES

AND ELEVATIONS, SUBJECT TO THE APPROVAL OF THE RE, THE CONTRACTOR SHALL

LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION IN ACCORDANCE WITH

SPECIFICATION SECTION 01110 AND 02200.

I

I

S-- 1:-· ,-,_ u R -. T \IC : __ ' 1 I f

1. GENERAL SAFETY CRITERIA - ALL PROVISIONS OF FAA AC 150/5370-2F uOPERATIONAL

SAFETY ON AIRPORTS DURING CONSTRLICTION, '' AND THE CONSTRUCTION CONTRACT

l i

I

/'.',PPL Y.

2. CONSTRUCTION VEHICLE MARKING - ALL MOTORIZED VEHICLES OPERATING ON

THE AIRPORT SHALL BE EQUIPPED WITH FLASHING YELLOW LIGHTS AND COMPANY

SIGN W�ILE OPERATING INSIDE THE FENCE LINE.

SEQUENCE AND COORDINATION OF CONSTRUCTION

1, WITHIN 20 DAYS OF NOTICE TO PROCEED THE CONTRACTOR SHALL PREPARE A

SEQUENCE OF CONSTRUCTION THAT IS COORDINATED WITH ALL OTHER PROJECTS

IN THE WORK AREA SUCH THAT THERE ARE NO KNOWN INTERFERENCES.

cl i I

3. PAVEMENl CLOSURES - NO RUNWAY, TAXIWAY, APRON OR ANY AIRFIELD ROADWAY

WILL BE CLOSED WITHOUT APPROVAL OF THE RE AND AIR SIDE OPERATIONS.

AIRPORT OPERATIONS WILL ISSUE NECESSARY NOTICES TO AIRMEN (NOT AMSl OR

ADVISORIES TO AIRPORT SERVICES OR TENANTS. WRITTEN REQUESTS FOR CLOSURES

ARE TO BE SUBMITTED TO THE RE A MINIMUM OF 3 BUSINESS DAYS PRIOR TO CLOSURE.

THE RE WILL WORK WITH AIRPORT OPERATIONS IN COORDINATING THE WORK .THERE

2. THE SEQUENCE OF CONSTRUCTION FOR THE LOCALIZER (ANTENNA ARRAY,

SHELTER AND DMEl SHALL ADDRESS THAT THE EXISTING LOCALIZER

SHALL REMAIN IN OPERATION AS LONG AS POSSIBLE, THE SEQUENCE

SHALL INCLUDE A CONSTRUCTION SCHEDULE FOR ALL WORK ON LDC, DME

PRIOR TO REQUIRING EXISTING LOCALIZER TO BE SHUT DOWN.JS NO GUARANTEE THAT CLOSURES WILL BE APPROVED FOR THE PERIOD REQUESTED.

THE CONTRACTOR IS NOT TO CONTACT AIRPORT OPERATIONS DIRECTLY.

I 4. CONSTRLJCTION LIMITS - ALL CONTRACTOR VEHICLES AND CONSTRUCTION TRAFFIC

3, ANY SCHEDULE/SEQUENCE INTERFERENCE SHALL BE IMMEDIATELY BROUGHT TO

THE ATTENTION OF THE RE IN WRITING.

-1

ARE REQUIRED BY FAA RULES TO STAY WITHIN THE LIMITS OF CONSTRUCTION WHILE

ON THE CONSTRUCTION SITE. THESE LIMITS ARE STRICTLY ENFORCED. LIMITS SHALL

BE DEFI�ED AT THE PRE-CONSTRUCTION MEETING AND MAY CHANGE DURING CONSTRUCTION

AS DIRECTED BY THE RE. ACCESS TO THE CONSTRUCTION SITE IS SHOWN. TRAFFIC

ASSOCIATED WITH CONSTRUCTION IS ro USE ONLY AREAS SHOWN FOR CONSTRUCTION

DEMOLITION AND REMOVAL NOTES

I

B

USE. FAILURE TO DO SO COULD RESULT IN OFFENDERS BEING REMOVED FROM THE

CONSTRUCTION SITE.

1. SAW CUT ALL PAVEMENT TO BE REMOVED. PAVEMENT REMOVED TO BE HAULED TO

A LICENSED RE-CYCLER UNLESS OTHERWISE APPROVED BY THE RE.

2, DISPOSITION OF SALVAGED MATERIAL SHALL BE AT AN OFF-SITE LOCATION

UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS.

APPROVED REV DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO · TECHNICAL OPERATIONS EASTERN SERVICE AREA

-i

5. THE CONTRACT REQUIRES WORK IN CLOSE PROXIMITY TO ACTIVE RUNWAYS AND

TAXIWAYS. CONTRACTOR IS ADVISED THAT WORK WILL REQUIRE COMPLIANCE WITH

HEIGHT RESTRICTIONS, TO COMPLY WITH ALL RUNWAY AND TAXIWAY SURFACES THE

CONTRACTOR MUST SUBMIT THEIR EQUIPMENT LIST WITH THE TIME FRAME(Sl EACH

ITEM WILL BE USED TO THE RE. THE RE WILL PROCESS THIS INFORMATION WITH

THE FAA BY FILING FORM 7460-2 FOR APPROVAL OF PROPOSED EQUIPMENT HEIGHTS

PRIOR TO THE COMMENCEMENT OF WORK.

LOC

RUNWAY 36R

GENERAL NOTES '

I

6. THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED PERSONNEL OR TRAFFIC

O�I THE SITE.

1,- 7. THE COi�TRi�CTOR SHALL PREPARE AND SUBMIT A MA I �JTENANCE OF TRAFFIC (MOT) JACKSONVILLE CECIL FIELD AIRPORT FL AS REQUIRED BY AIRPORT.

A I

REVIEWEO RY 'SUBMITTcD BY

· :Ji 0ROVED BY

8. THE CO,\l1RACTOR SHALL HAVE A TWO-WAY RADIO SET AT THE GROUND CONTROL ,- .J4 �

1 FREQUENCY OF 125.1 MHZ FOR CONTACT WITH ATCT. >-----t----- ,§j ;'li�� j PROJECT ENGINEER MGR: ENGINEERING - CENTER A j ;DESIGNED ws, ,ssurn RY DATE

01/26/2016 IJS

N

1398938 ! ,�--t--+- I

D-RA-WN�------1

E NGINEE

N

RING

SE RVICES ccDR�A=w1N�G-N�o���---�-"=-i°"RE4v

! - - p:HECKED -- _v___ AVAi s

VOO-D-1398938-G004

8 7 6 5 t,.,,...,_.,.��,.,,.-_,-==,._.__,_,-c,,.�=�=-"'-="--''"....,,.,""""-""""'-='-=-'.=..=�=,_,.__-,,,,. .. .., .. ,�-,,_=_,-=.,,...._-=���-•·..,-*,..,,.=•-·�=-•c-=====�--=�==�==-====��=====������====,,c-====�==��--=�-�---�==-�--�=�---�--...,_,""'""""'=.,.,.,,a--���-"<==���....,.----------....._, A 4 3 2 1

H

G

F

E

D

C z Q a:: :2 ... " Ill 0 Z n 0 0 u � w

A§ ro�°'roo, a

0 w

L ___ ---- �- ------------------- --------------- __ ________________________________________________________________ ____________ _ _ _ _ _ T_HIS __ f?�--��1-�G PRODUCED ON �'.3.p ___ REGION MICROSTATION SYSTEM

I

§, .'.L � ,r.L.-, '�0 ..

o;;;"

I ('..! rn •� m

�� -;c ' 'c �-

H

G

F

E

D

C

B

A

8 7 6 5 4 3

27 li L

LOCALIZER

rn ;:o z z

'1-r'l '

;:o

L

2 1

NOTES

1. THIS PLAN SHOWS THE PROPOSED LOCATIONS OF

LOCALIZER 36R AND GLIDE SLOPE 36R.

2. ALL ACCESS SHALL BE COORDINATED BY THE RE

WITH THE AIRPORT.

3. THE CONTRACTOR SHALL LOCATE ALL

UTILITIES PER SPECIFICATIONS AND GENERAL

NOTES 6 AND 7 ON VOO-D-1398938-G004.

4. ALL RUNWAYS ARE NOT SHOWN ON THIS PLAN.

�I

LOCALIZER & DME . 1

SHELTER

/i.----SITE PLAN . . . C001 1 GLIDE SLOPE

-� �010 PLOT LAYOUT

// : �� = -� -� '.:,..' -· ·-.. -. ·-·. - .. '. ·-.. -.. -. ·-.. -.. -· ·-· . .R 9£.6. .. -··-. ·-. ·-.. -.. --·-··-.. -·. -.. -.. -.. -.. -.. -.. -. --. --.. -.. -· ·-·· -··-·· -··-··-··-.. -· ·-.. -· ·-.. -··-. ·-.. --·-·--.. -.. -. ·-.. -·. -·· ·-··-. ·-.. .. -··- .. -. ·-· ·-·· -··-· .... . -·· ·-··-··-. ·-··-·· -··-··-·. -··-·· -··-··-.. -· ·-.. -· ·-·· -··-· ·-.. -. ·-·· -·---�----··-· ·-··-·. -.. -·. -·. -··-··-·. -.. -· / -.. g I\ .. } . ·-.. -·· -·. -··-· ·-.. -··-··-. ·-·. -· ·-··-. ·, ,' : ' RSA \ " ;

�-------L-------- -�--------------------------------------------------------------------------------------------------------------- . --- ------ - ---------------------------------------------------------------------------------,-------- ---------------------------� i I I \... .1 \.... ,, \. '-... ._ _./ :

LOC,C\LIZER /

ANTENNA:____;

I I --1---- -- -;;,I-- ---

1 , it=/��- - - - - �--:--· --- ---------------------------------------------- --�----- -_ -__ -_·-·---- ---------,-�----,-·-·-/ _ _____ " ___ / ______ -----�-�--�,...--·_-_- _- _ -_··_·_· _._,.,-_-__ -__ · _· _· _____ -_-_- _ -_-_- _-_- _- _--_- _--_ -_-_-_·_· _--_ -_ -_-_- _-_- _--_- - ---��":-·-� =--t:/�,· _---�

!---------------- -i-- --------------- • -------------------

: ROFA

I

I

I

I

I

I

-----[Qj- -------------------- ------------------------------------------------------------------------------ --------------------, L_ ---------------• ----- - •--•- o • -o aw•• -• • -• • -• • -•" -•• -••-• --•" -·• -•· -••-• • -• •-• • -0 a ••• - •• -• • -• • -• •-•• -omm• •-•• m• •-••rm••-0 •-"" -•• -• •-• • -• -0 n -• 0 -• • - "0 -• •-• •-• 0 -• • -•• -••-• •-•• -••-••-••-• • - •-••-• __ •• '"··-• • •• -• •-·• wo -••-• -••-••-••-• •-•• -••-•a,... •• -0 •-• • w••-• •w •• -• • w•• -• •-• •-•• w• ow•• -••-•• w •• -••w• ow•• -••w • •w • •--•-••w••w ••-•ow••--• w •aw ---• -w •-w -----w • ----w --w• ---• w• -- • w ••

C l [

McCARTHY I

_,.,.. I

-�] ��:oo

CECIL

AIRPORT

---------· --.. --· --·-.. -· .J

== AVIATION AVE =====r====�

J ir==========::::::::::::::::::::::::::::::::::::::::�========::-i I I

(J) w z

0..

_J u w u

1-w w

IQ:'.

1-1- <.D (J)

McCARTHY

AUTHORITY

AVE

NEW WORLD AVE

I I

�========BELL RD=================

H

G

F

E

D

C

REV

APP ROVED

DATE DESCRlrTION ,JCN REDLINE

DATE APVD B

.:::-_-_-_-_-_ -_ -_-_ -_ --G AVE ======:::,,...

GOO

AIRPORT

500' 0 l -&tMi4 lli'£,i=* s;;.;;;i •

SCALE, 1"

SITE PLAN

500' 1000' a\l.a-OV\tiif:t:Wil = 500'

DEPARTMENT OF TRANSPORTATION

FEDERAL A V!ATION ADMINISTRATiON

A 'l'O · TECHNICAL OPERATIONS EASTERN SERVICE AREA

JACKSONVILLE

REVIEWED BY SUCM!TTED DY

LDC

RUNWAY 35R

AIRPORT SITE PLAN

CECIL FIELD AIRPORT FL

PROJECT ENGINEER

DESIGNED ISSUED BY DATE

01/26/2016

,JCN

1398938 r-! --+---+o=R�Aw=N _ _ _ _ w"-=j s

ENGINEERING SERVICES >-D-RA- W-ING�No����- - -�==-;

RE

v z

<fl z 0'-'

A

,n

D D D

·o

D "' ,n o, m i L_.,,.,,._..,,,_,.--.���., .. s,,-z=....,,.,..,,.._..,.�=,,,-=�=--=---""--==-�.....,,.,.,.�-=·= ... , ... =--

,--- �- .. CHECKED

VB NAVAJOS VQO-D-1398938-GOOS

·-·=·- .. ��--=-=-="--�--=�=-£=--------=--.... ==·=---�-��-------�.-----��---��------------=�---�-----�-'-�--'--...J.---�=="""===�==...d-----�-��--,...J,,--'

8 7 6 5 + 4 3 2 THIS DRAWING PRODudED ON AS0 REGION SIICROSTATION SYSTE" -------- - ------------ --------------------------------------- ------- ------

C -, .g'CL � C0 0 ,� 0 -

'?s::1 m ' m m

[�) N o o o:

> ,o

H

G

F

E

D

C

B

A

ACCESS ROAD

EXISTING

Cl z

I-

X w

Cl'.'.

w u u

�-POWER AND METER RACK

(EXISTlf\!G)

,-- EXISTING SHELTER

(TO BE DEMOLISHED) IT - COORDli\JATE DISPOSITION

I OF SliELTER W/ FAA RE

/ ,1 · /i-- EXISTING DME AND MAINTENANCE ST AND

" ,v J

(TO BE REMOVED)

L GRAVEL

;'.t> ½/

// / 1/

_,--- EXISTII\JG LOCALIZER

ANTENNA TO BE

REMOVED

SEE NOTE 5

----------------- f -- /

I /

6 5 4 3

-------------- ------------------------------------------------B----

1008'-8" -1\�-- --- -------------------j--j----�

2 1

NOTES

1, FOR GENERAL NOTES SEE DRAWING VQQ-D-1398938-GQ04,

2. THE OUTAGE OF THE LOCALIZER SHALL BE MINIMIZED.

THE CONTRACTOR SHALL INSTALL THE NEW SHELTER

FOUNDATION, STOOP, SHELTER,EMBANKMENT STEPS,

TRENCHING, CONDUIT/CABLING, ETC.(SEE DRAWING

VOO-D-1398938-C001 FOR NEW WORK) PRIOR TO

DEMOLITION OF THE EXISTING LOCALIZER SYSTEM.

THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION

SCHEDULE THAT INDICATES THE TIME REQUIRED FOR

INSTALLATION OF ALL NEW WORK THAT CAN BE PERFORMED

PRIOR TO BEGINNING DEMOLITION OF THE EXISTING

SYSTEM.

3, DISTURBED AREAS SHALL BE BACKFILLED, COMPACTED GRADED,

SODDED AND/OR GRAVELED IN ACCORDANCE WITH DETAILS AND

SPECIFICATIONS.

4. ALL ITEMS REQUIRED TO BE DISPOSED OF OFFS!TE SHALL

BE DONE PROPERLY AND IN ACCORDANCE WITH NOTES ON

VQO-D-1398938-G004 (DEMOLITIONS AND REMOVAL NOTES),

AND SPECIFICATION SECTION 02050.

5. PACKAGE EXISTING ANTENNAS CAREFULLY AND IN SUCH

A MANNER THAT ALLOWS FOR OFFSITE SHIPMENT OF THE

ANTENNAS. THE PACKAGED ANTENNAS SHALL BE LOCATED

NAS JACKSONVILLE AS INDICATED BY THE LOCAL FAA.

THIS WORK SHALL BE COORDINATED WITH THE RE.

6. THE EXISTING LOC POWER AND CONTROL CABLE/CONDUIT SHALL BE

COMPLETELY REMOVED IN AREAS OF INTERFERENCE'S WITH NEW

WORK ITEMS.

DEMOLITION ITEMS

CD

REMOVE EXISTING LDC SHELTER

REMOVE AND DISPOSE OF EXISTING CONCRETE

STOOP, FOUNDATIONS/PIERS, MAINTENANCE STAND CONCRETE

REMOVE ANTENNAS AND PACKAGE IN CRATES

REMOVE AND DISPOSE OF EXISTING LDC ARRAY CONCRETE

PAD AND SIDEWALK

REMOVE AND DISPOSE OF EXISTING LDC CONDUIT/CABLE,

(SEE NOTES 2 & 6).

BACKFILL IN ACCORDANCE WITH NOTE 3 AND GRAVEL PER

DETAIL 1 ON VOO-D-1398938-C015,

I I Co 1 /s- 1----+----+----------------+---+-------+---1-�

H

G

F

E

D

C

APPROVED

RLV [)ATF:

DESC:RIPTIO\J JCN REDLINE APVD B DATE

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

LOC

RUNWAY 36R

LOCALIZER DEMOLITION PLAN

z Q 1-u ::, ,o

"' :ls I- C-•J Ill 0 Z 0 0 u, u �1 o

-------------------- ! JACKSONVILLE CECIL FIELD AIRPORT FL

I L-·-,-------�-,-,-------=�· --��=- ---�

8 7

DEt\40LITION PLAN 40' 0 40'

SCALE: 1" • 40'

80'

6 5 4 -------------- - - -- "----------------------- ------------

4 3 l REVIEWEO BY SUBMl;

E

D BY

OVt ii �

PROJECT ENGINEER MGR0 ENGINEERING - CENTER A

DESIGNED

WS

ISSUED BY DATE

0112612016

JCN

DRAWN ENGINEERING SERVICES DRAWING NO

1398938

REV

-+----+, _ ·----- _ __ __ _ _ V_El NAVAIOS

CHECKED VOO-D-1398938-D001

C �

A8 '?

ro � o, ro m "2 a n si l"!flS DRAWING PROOUJED ON fa.SO REGION MICROSTATION SYS'HJ I

H

G

F

E

D

C

B

L 1 u ' L

I "'

C :l, A i

.g '.J.. !

c-.i -,j-

ION

0 �·

CJ .;.:._

m

� ;2 ';- c, 0� , >

QC

oc:

>,c

I z

I

I I I I I

1 SEE DEMOLITION �--- REMOVE GS TOWER

,I NOTES 1 AND 2 7 I AND ANTENNAS

I D

, / / I

"'·· POWER & I ,,, / //, / /

I l METER RACK I / %, , . I -,-�-�--�, --· / / // / / y SEE NOTE 8 I , / / / I

I ½'---,4------,'---,L----7" / I I // I I I I I

: GRAVEL :

I I I I

SEE NOTES 2 AND 7

______________ ,_l_, -·--------------------------------, I I

PAVEMENT !ASPHALT)

1 I GLIDE SLOPE DEMOLITION PLAN

NOTES

1, FOR GENERAL NOTES SEE DRAWING VOO-D-1398938-G004.

2, PRIOR TO ANY REMOVAL OF THE GLIDE SLOPE TOWER

AND REMOVING THE ANTENNAS FROM THE GLIDE SLOPE

TOWER THE CONTRACTOR SHALL OBTAIN THE TOTAL

TOWER HEIGHT AND THE EXACT POSITIONS OF EACH

ANTENNA. THIS INFORMATION WILL BE USED FOR TOWER

HEIGHT AND PLACEMENT OF THE NEW ANTENNAS ON THE NEW

TOWER. SEE DETAIL 5 ON DRAWING VOO-D-1398938-C012.

3, DEMOLITION OF GLIDE SLOPE EXISTING SHELTER, TOWER,

ANTENNAS, SHELTER PIERS, AND STOOP SHALL BE

COORDINATED WITH THE LOCAL FAA THOURGH THE RE.

4. THE CONTRACTOR SHALL NOT DAMAGE THE EXISTING

ANCHOR BOLTS WHEN REMOVING THE EXISTING GLIDE

SLOPE TOWER.

5. DISTURBED AREAS SHALL BE BACKFILLED COMPACTED,

AND GRAVELED IN ACCORDANCE WITH DETAILS AND

SPECIFICATIONS. ENSURE POSITIVE DRAINAGE.

5. ALL ITEMS REQUIRED TO BE DISPOSED OF OFFSITE SHALL

BE DONE PROPERLY AND IN ACCORDANCE WITH NOTES ON

VOO-D-1398938-G004 (DEMOLITIONS AND REMOVAL NOTES

AND SPECIFICATIONS SECTION 02050>.

7, PACKAGE EXISITNG GLIDE SLOPE ANTENNAS AND

ELECTRONICS CAREFULLY AND IN SUCH A MANNER THAT

ALLOWS FOR SHIPMENT OFFSITE. THE PACKAGED

SYSTEM SHALL BE TURNED OVER TO THE LOCAL FAA (SSC>.

THE PACKAGED SYSTEM WILL BE RELOCATED TO

NAS JACKSONVILLE. THIS WORK SHALL BE COORDINATED

WITH THE RE.

8. THE CONTRACTOR SHALL PROTECT THE EXISTING METER

RACK OR CABLING FROM POWER SOURCE TO THE METER

RACK. ANY DAMAGE WILL BE REPAIRED AND/OR REPLACED

AT THE CONTRACTOR EXPENSE.

9. PROTECT ALL ITEMS THAT ARE TO REMAIN.

DEMOLITION ITEMS

1. REMOVE OF EXISTING GS SHELTER ,ANTENNAS

AND ANTENNA TOWER.

2. REMOVE AND DISPOSE OF EXISTING CONCRETE

STOOP AND PIERS.

H

G

F

E

D

C

REV ArrROVED '

DATE DESCRIPTION JCI'�

REDLINE APV[). B DATE

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

GS

RUNWAY 36R

GLIDE SLOPE DEMOLITION PLAN

JACKSONVILLE CECIL FIELD AIRPORT

SUBMITTED BY

FL

u o, REv1.::wED BY

[.(_ ,, A§

PROJECT ENGINEER

DESIGNED

ws -

DRAWN

VB

CHEC<ED

MGR: ENGINEERING - CENTER A

ISSUED BY DATF

01/ 26/ 20161

JCN

ENGINEERING SERVICES DRAWING \JO

1398938

NAVAIDS VQQ-D-1398938-D002

co n "' co m a w

I I ·==-=-·-=·=�---------�-- =�..--�.--,;-'4'"·��=--· ==·-,·=· ====-��----=�="===�=""9i'�=-�=--�-�--==�-=�--===-�--�---������"'-�----""---�--------------

+ 4 I THIS DRAW"G PRODJED ON ASO REGION MICROSTATION SYSTEM

8 7 6 5 3 2

L "

L. :;"

c,Q �

� OJ

C 01 � in '-'N

H

_1

E

I I

I

2 - 2" PVC <NEWJ --�

I

POWER AND

METER RACK

HANDHOLE

GRAVEL

6 5

ROFA

2-3" PVC

1-2" PVC

<NEW)-----

C) z - 1--l/) - X w el

1--w

LL

Ct'.

I-

(_) RSA

0 L------------------------------------------------------------------------ ------------------------------------------------------------------------------------------

REPAiR CUT TO

MATCH EXISTING

CONDITION, TRi',NSITION'

� PVC TO RGS ,'ICCORDING

TO SECTION 02325

(�_4) CR��"-'-1 IC::::.:A,.::::.L:,,..,� _ _,,,�11

, ('015, AR,_ fo S:C,t-.J !

�-Y ,, , -�------------t+--t-r__/ \

ACCESS ROAD EXISTING I\/ )

U/' -- -

0 1 I I I I

�.j__: -- I I I

RUNWAY 36 ��� EXISTING

LOCALIZER p;:- r::,;>;·, LOCALIZER

GEOGRAPHICAL I 1,,

V// / 'REFERENCE u: , 1// / :

[\l.30 ° 14' 16.97"

+----H ',--i'· ',,-.�·i--1 W81

52' 26.88"

LOCALIZER CRITICAL AREA

ACCESS ROAD EXISTING

RUNWAY THRESHOLD

LAT N30° 13'03.2600"

LON W81° 53'30.0707"

ELEV.= 79.6' MSL. --�

POINT I�,'

i•:

��½½// // ',: ;� L !

-- - - ·--------- r------ -� t=� � - ------�'¥ -[T�� /-:----------------·------------------------------------------------------------------------------------------------------------------------------- -- ,. ..

fl,}= v;// , ,I

I�' / / / / I

11'= . [// // :

It 1v�% i vv/, '--------'-----�· I

I

I

I

I

I

I

I

I

I

I

I I

I I I I

I

I I

I

I I

I

I

I

I I

I

I

1103'

LOCALIZER CRITICAL AREA

: RSA

2 1 t\JOTES

1. SEE DRAWING VOO-D-1398938-D001 FOR COORDINATION OF

THE CONSTRUCTION OF THE NEW LOCALIZER AND DEMOLITION

OF THE EXISTING LOCALIZER.

2. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PER

SPECIFICATIONS AND NOTE ON VOO-D-1 398938-G004.

3. NOT USED

4. THE CONTRACTOR SHALL INSTALL TRENCH AND CONDUITS

FOR THE NEW LOCALIZER IN SUCH A MANNER THAT DOES NOT

INTERFERE OR DISRUPT THE EXISTING LOCALIZER POWER AND

CONTROL CABLES,

5. FOR EXISTING LOCATION OF LOCALIZER GRP SEE DRAWING

VOO-D-1398938-C001.

6. THE CONTRACTOR SHALL FIELD VERIFY THE LAYOUT OF THE

NEW LOCALIZER ANTENNA PRIOR TO DEMO OF THE EXISTING

LOCALIZER ANTENNA. THIS WORK SHALL BE DONE DURING A

SCHEDULED TEMPORARY OUTAGE. NOTIFY THE RE IMMEDIATELY

OF ANY CONFLICT BETWEEN TOP OF SLOPE AND EDGE OF CONCRETE

FOUNDATION.

7. THE NEW WORK REQUIRED IN THE EXISTING LOCALIZER

CRITICAL AREA CAN BE PERFORMED WITH TEMPORARY OUTAGE

(MAXIMUM 12 HOURS) OF THE LOCALIZER SYSTEM. THE

OUTAGE SCHEDULE WILL NEED TO BE COORDINATED WITH THE

LOCAL FAA AND AIRPORT AFTER THE CONSTRUCTION SCHEDULE

HAS BEEN SUBMITTED FOR APPROVAL.

8. THE EXISTING LOCALIZER ANTENNA DEMO SHALL NOT START

UNTIL NEW LDC AND NEW GS IS COMPLETED.

I I

I I

I I I I '

·---------------------------·----F,o��*----------·-- 1 I I o:o I I I I I I I

H

G

F

E

D

C

�--------------------------------------------------------------------------- --------------------------------------------------------------------------------------,---------,___-+------+----------------+-----+------f-----0

ROFA

L_. -·-----------------------------··----------------------. --------------------. -----· --··--·-··--. -------··-··-. --.. -·. ----. -----.. --· -------·. -•. ----.. -. ·-·. -------.• -. -----•. ----.. -------------------------------------------------------------- - ------------- -

1 LOCALIZER AND DME SITE PLAN

C001 50' 0 50' 100' -

8 7 6 I 3 I i------------··-·- ··--··· +------------------+---+----+---I

REV

APPROVED

DATE DESCRIPTION JCN f\EDLINE

DATE SP'ID B

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

z Q

ATO - TEClHJ\llCAL OPERATIONS EASTERN SERVICE AREA g 0 "�------------------------------� roa- !I- �LDC

. JACKSONVILLE

REVIEWED BY

SU8MITTED BY

RUNWAY 36R

LOCALIZER AND DME

SITE PLAN

CECIL FIELD �RPORT FL

PROJECT ENGINEER MGR, ENGINEERING - CENTER A

DESIGNED

DRAWN

CHECKED

ws

VB

ISSUED BY

ENGINEERING SERVICES

NAVAIDS

I

DATE

01/26/2016 IJ

CN

1398938 ilRAWING NO REV

Ill 0 5 g u ;Q

Ill I!!

C "'" A§ ron""' m w

C :i'

CT",Q_

u

('! 'T c, sf" Cl� y N w.;:...,, a, 8 ;0 ,u oN ,, auo;::

·;, 'D s I 7 I 6 I 5 f, =-��.-- ,,.._ """""'" -�---�-=•><==.,.��-,,,,,,,-.,e=o,,,,,.=:a,c,,,,,,e;c.._.._.,,,.,_,_,""'-,""''°"''"'"""--'="'',,.....,__,_,.,_,,"""-.,.."'=""""-'-""'<="-'"-="""-==.,..,,� .. . . . -·==�-'" ==-- - .,_ Q ·� ..

H f

-1

F

El

I i ol I

_1 I

I cj

TRANSITION PVC TO

RGS i'ICCORDING TO

2.5" RGS --

,---- POWER &

METER RACK

(EXISTING)

S[CTION 02325 l � i�--,-�--o· ----------- I 'SJ

I \ NE 1,V LOCALIZER i I

'1 I SHf.J,J.!;B_bQCATION .. ____ _

SEE NOTE .3 \ I

EXISTING HANDHOLE

I , "\ () I 11-----,l __ +-1---f\ __

5'·0" i : _..

C) 00e \J I \!

� r"'l-+--*" 0 L 000 ) 1 - 2" \_ 1 - 2" PVC f 7 \ t'-JEW MIN :1 :, 2 CJ8 PVC Cf\JEWl.

I (EXISTING)

\c017) HANOHOLE "", '�----� 0 I, __ , '·

.. I l.2'-0" :

2-3" RGS ... ii SHELTER I

MIN I

,.....--....._ 2-2" RGS --+-+-'

I I

( .•. Cu01uo·�C.y>

NEW DMF "

L i u_;i . ..,. 7>r-···

J �1, I

'� '.·" o _._uJ.-1 __ � __ 5)6'.J / a------

---------.J

,,� I

/ 1 \ GRAVEL

(--f' 1 i::; 1·

I

\\.., 01,.)f ,. ___ _,/ I

I

I

I

I I \__ 2" RGS

I:

'105' TO THRESHOLD I\

2-3" PVC

1-2" PVC

CNEW) ----._

C)z wu s:

z

Cl:'.

LL

w

CL

w i--z w

CL

LL

+ 4 I 3 I 2 I

NOTES

1. SEE DRAWING VOO-D-1398938-DOOl FOR COORDINATION OF

THE CONSTRUCTION OF THE NEW LOCALIZER AND DEMOLITION

OF THE EXISTING LOCALIZER.

2. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PER

SPECIFICATIONS AND NOTE ON VOO-D-1398938-G 004.

3. THE CONTRACTOR SHALL CONSTRUCT AND INSTALL THE NEW

SHELTER AND DME IN SUCH A MANNER THAT ALLOWS THE

EXISTING LOCALIZER TO REMAIN IN OPERATION.

4. THE CONTRACTOR SHALL INSTALL TRENCH AND CONDUITS

FOR THE NEW LOCALIZER IN SUCH A MANNER THAT DOESN'T

INTERFERE OR DISRUPT THE EXISTING LOCALIZER POWER AND

CONTROL CABLES. SEE DRAWING VOO-D-1398938-COOS FOR

NEW CONDUIT SIZE AND CABLE.

5. NOT USED.

6, FILL AREA TO PROVIDE POSITIVE DRAINAGE AWAY FROM

DISCONNECT RACK AND SHELTER.

7. THE EXISTING GRADE SHALL BE FJELD VERIFIED, THE FINISH

FLOOR ELEVATION OF THE NEW SHELTER SHALL MATCH THE

EXISTING SHELTER'S FINISHED FLOOR ELEVATION. THE FINISH

GRADE AROUND THE SHELTER SHALL BE CONSTRUCTED IN SUCH

A MANNER TO PROVIDE POSITIVE DRAINAGE AWAY FROM SHELTER.

H

G

F

E

D

C

!REV'

APPROVED

DATE DESCRIPTION JCN REDLII\E

DATE APVD B

B

A I 0)('A'L!7r:R' AND D .. ME PLOT PLA·. N

... ,.,--.... �-=��La;;;.,�-""M..;.,,,,,,;.,;· ="""""�;,,;,.;:;;:;_.�--����� 10" 0 10" 20'

��'"-1''e?:1'7T-,..,.P�ci"i:w.r...r '3

SCALE: 1" = 10'

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

JACKSONVILLE

REVIEWED BY SUBMITTED RY

LDC

RUNWAY 36R

LOCALIZER AND DME

PLOT LAYOUT

CECIL FIELD AIRPORT FL

I PROJECT ENGINEER MGR, ENGINEERING - CENTER A

DATE 01/26/2016 IJCN 1398938 DESIGNED

WS

ISSUED BY

I-

DRAWING NO REV

, VQQ-D-1398938-C002

DRAWf\J ENGINEERING SERVICES

VB NAV AIDS

C!-JECKED

C ��

A8 u co 0, rn o, 0wk=_,-..,_._._.,,_ .• ,.�,-="-"'"'"'"--,.".,_-==·• . .-....--..���---.c=��--=�-=-=-"""',,,,---�..-,>=-=;a;=��-· =•·=,....�--a=r<=•-,,.-=,-==··=-,.•=· >=m-•o:t=•=·==·"··� = · =�=-�·-·=· =-=· ======�==�=�=��=-=='"""'S==����=�=-=�--=-=�=��-=�-=--=--"""'""-��"""""'-�--==�='==���--i...--_,;...;... ______ ....,...., �--· ....... ___ , ______ _ 8 __ ______ .1_ -______ _ 7_ _ _ __ __ I .. . ..... -- �-.... ' , .. ,,... .. ___! __ . ····-··· -·-· 5_ ·-·- ............. -·· '-� ·-- . - .. - . - -� ·- -- - - --"l _ ______________ .'.__ _______ _______ _.__ __ .ItT"ilS..Q'CCP!JAAWJ!Wll''IG."''..!'PR[ill'nfilr,,1[Clr�:JLQl""'L'8S.Q..'COJl.E.GlPCCjn:lli"..JIMUQI illS.llillill•"L:C'J.YSSITEMJ"'" I I 3 2

I -1

G

I

I I' -" Ii

I i''

Fl i i I I I i I j

E!!

C

I. '

I I I

-j l

I I

Bl

A

CL

,n I-

24 -0"

OUTLINE OF ST AND ARD

ANTENNA ARRAY

FOUNDATION

6 5 4 3

J i--,--- ----------------=5_.::c2'-'--'-0-" ________________

"'1 I

49'-7"

LOC COURSE

CENTERLINE

I

I 41'-2 1 / 2"

12'-0"

( TYP)

ANT ARRAY GRP

<SEE DWG C001l

I

I 2::i'-5 I '17'-7"I

I I TO (l_ OF LOC ANTENNA I

I 9'-B e1;211 I

I 2'-8 1 / 4" '

I I

33'-4" 1 / 2"

ELEME�JT

CJ

= • u

I I I I I I I I I i 0J I I I I I I I I I I

O:'.

(0 0 t0 _J >- 0 ·= I > (J) O:'. w

O:'.

OI

f- f-

' -- �=--=- ·------- ----------' ------ __ :.._ _ __ , ------.;o'- -� o------o o - ----o ,o ------o,o ______ o 1 o

______ 0

0-------;-Jc-

� �· - c: . . r i�¢,� o�

--1�=-�

SEElNQT[ ,---:

-- ..... · tSEE

NOT

/;z S

EE

.. ' . . . . . r r r r or

,, 0 ';' w • i i i i ! i 1- i NOTE 3 ! i .... � I I i (TYP) Ll!

8 1/4" REF

NOTE 11

5/8">< 12" ANCHOR BOLTS

USED TO MOUNT LOCALIZER

ANTENNA ARRAY ELEMENTS

EACH ELEMENT HAS A FRONT

AND REAR LEG WITH FOUR

ANCHOR BOLTS PER LEG.

(TYP 112 PLACES)

SEE DET�LS 2 & 3 ---�

,8 1/..:.1- 1 i -z.: I --------Le_� -- - -

SEE NOTE 2

CONCRETE WALK AROUND

MANHOLE SHALL BE FIBER

REINFORCED AL01'0G WITH

WWP. RE SHALL DETERMINE

CONTROL JOINTS.

w

ARRAY

0 '

"--SEE -

'CJ-

NOTE 16

z

(�0

> MANHOLE

- DETAIL -

"1

Ll-.�L�O�C ___ A�L-=I Z�E_R�AN_T�E�N _N�A_P�L A_N C004C002 5' 0 5'

6 WALKWAY

(TYP)

EXPANSION

JOINT (TYP)

CONTROL JOINT

SEE NOTE 13 (TYP)

0.01.-....i -- -·----1:i'e--SL OPE

ANCHOR BOLTS,

: l

ASTM F1554 GRADE 105, ! , ,

''l

Hg GALVANIZED -----

.. C015 21/.

21.

GRADE

SEE NOTE 4-------------

I I I I I I T I I ! -----"r--r--�---�r

I

I I I / 4 1/B" I I I O / h �' :-, I ! c�

'"'Q

CENTERLINE OF J., ,.

LOC ANTENNA ELEMENT-------· /

TOP OF SLAB

I /5\

..,,..,,,.,,,., ""'�-7

� I A -..,,� ;,c,"�. -.. -"' "'· --+'1-----:"1

. ·r·, """:>�. �-.�"'-. -. -L'.-.�.� 6 "' .A, 1; \ II ;6 ' , IS c:,', [S

.J

(�___ J:_Y � ,i\L. �STu1�,i QB

\(:QQ4/ NOT TO SCALE

BOLT- . -=

N

I/ 8" SAW CUT

1t� -

)( X ----- ---·-

8 7

"T r";

C, '

N<�. " ;c • " ;i;e. ·" e t,. r.eo, <>l • L 0

-�---�-,-��-�-'--�---, _-, : 1==11 l==I I I==, I 1==11 1== _I I 1==1 ''' i- - -

CRUSHER RUN

COMPACTED GRAVEL

FOR THE FOUNDATION

CAVITY AS SHOWN -�

2 EA NUTS

JOINT

SEALER

CD

l I")

3/4".I I.

1 II D l A

BACKER ROD

-- X ---,,,7

PRE-MOLDED

JOINT

ivlATER!AL

+I

SIMPSON STRONG-TIE

SET-XP EPOXY

ANCHOR OR

' p I>

V <l ' q

APPROVED EQUAL--�

12"

21"

"5 REBAR,

SEE NOTE 12

A SLAB SECTION

QQ4 NOT TO SCALE

I> p

• \7 • \7 I> ' I>

·17· ·17

,,,-·- 2 E A 2 -1 / 4 11

FLAT WASHERS

b,,' . to,"'6.b

'6." t,. . L.s..

' ·-···· . _ _ _ _ _ ___ __c'._,_ _______________ .:._ __________________________________ __

2 1

NOTES

1 , CONCRETE MUST DEVELOP 3000 PSI IN 28 DAYS, WITH A

MAXIMUM SLUMP OF 3". AGGREGATE SIZE SHALL BE 3/4".

2, SEE ELECTRICAL FOR CONDUITS AND GROUNDING.

3, ALIGN MAJOR AXIS OF ANTENNA ARRAY PERPENDICULAR TO

RUNWAY CENTERLINE WITHIN ALSF. ARRAY CENTER MUST BE

WITHIN 3" RUNWAY CENTERLINE.

4. TOLERANCES - ALL ANCHOR BOLTS MUST BE LOCATED 1 /8"

OF DIMENSIONS GIVEN ON DETAIL 2,

5. REFERENCE LINES FOR ARRAY POSITIONING ON SITE PLANO

6. FOR GROUNDING, SEE DRAWING VOO-D-1 398938-E004.

7. DIMENSIONS ARE SYMMETRICAL ABOUT ARRAY CENTERLINE.

8. THREADED RODS SHALL BE HOT DIPPED GALVANIZED STEEL

PER ASTM-A1 53 AND ASTM-A325. NUTS, WASHERS SHALL BE

STAINLESS STEEL.

9. ALL ITEMS ON THIS DRAWING ARE CONTRACTOR FURNISHED

UNLESS STATED AS EXISTING.

1 0, CONCRETE FOUNDATION BASED ON 3000 PSF VERTICAL SOIL

PRESSURE AND 250 PSF LATERAL SOIL PRESSURE PER FOOT

BELOW SURFACE.

1 1 . THE AREA AROUND CONDUITS TO BE TEMPORARY BACK FILLED

LOOSELY TO ALLOW FOR ALIGNMENT OF CONDUIT WITH ANTENNA

DISTRIBUTION UNIT INSTALLED BY CONTRACTOR. SEE

LOCALIZER ANTENNA ARRAY INSTALLATION DRAWING FOR

CONDUIT DETAILS AT DISTRIBUTION UNIT. 5'x 8" NOTCH

1 2.

IN SLAB TO ALLOW INSTALLATION OF CONDUITS. ONCE THE

CONDUIT HAS BEEN CONNECTED TO THE ANTENNA DISTRIBUTION

UNIT, REMOVE 4" OF GRAVEL AND FILL WITH CONCRETE

FLUSH WITH SLAB.

FURNISH AND INSTALL #5 REBAR SPACED 12" OC EACH WAY

THROUGH SLAB. MINOR ADJUSTMENTS OF THE REBAR ARE

PERMITTED TD ENSURE IT DOES NOT INTERFERE WITH THE

ANCHOR BOLTS. AFTER CONDUITS AND FRANGIBLE COUPLING

HAVE BEEN INSTALLED, THE AREA SHALL BE FILLED WITH

CONCRETE. ENSURE COUPLING MEET ALL FRANGIBILTY

REQUIREMENTS,

1 3, CONTROL JOINTS SHALL BE 3" DEEP ENTIRE WIDTH OF

SLAB AT FOUR PLACES PLUS FOUR DIAGONALS. SAW JOINTS

BEFORE DRYING SHRINKAGE STRESS BECOMES LARGE

ENOUGH TO PRODUCE CRACKING ( USUALLY 4-12 HOURS AFTER

CONCRETE IS POURED ). MAKE SURE CONCRETE HARDENS

SUFFICIENTLY TO PREVENT AGGREGATES FROM BEING

DISLODGED FROM SAWo

1 40 ALL SPLICES IN THE LONGITUDINAL DIRECTION SHALL HAVE

A MINIMUM OVERLAP DISTANCE OF TWENTY (20 ) TIMES THE

BAR DIAMETER, AND SHALL BE TIED IN SUCH A MANNER THAT

THE ENDS ACHIEVE FULL CONTACT WITH EACH OTHER. TIES

SHALL BE POSITIONED SO THAT ADJACENT SPLICES WILL

ALTERNATE TOP AND BOTTOM POSITIONING WITHIN THE SLAB.

1 5. SAW CUT WALKWAY A MAXIMUM OF 1 TO 1 .5 LENGTH TO WIDTH.

16. THE HANDHOLE LOCATION MAY NEED TO BE FIELD ADJUST TO

ACCOMMODATE EXISTING UTILITIES AND EQUIPMENT. THIS WILL

BE COORDINATED WITH THE RE.

H

G

F

E

D

C

REV

APPROVED

DATE

DESCRIPTION JCN

REDLINE

APVD B DATE

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA

LDC

RUNWAY 36R

LOCALIZER ANTENNA (14 ELEMENT)

FOUNDATION PLAN AND DETAILS

JACKSONVILLE CECIL FIELD AIRPORT

REVIEWED BY

SUBMITTED BY A- 'OVED BY

PROJECT ENGINEER

DESIGNED

ws

DRAWN

VB

CHECKED

FL C �

'O

A8'°� 0, ro 0, a w

L m 0 >

7 6 5 4 3 2 1

['""""'-=•,==--·-""""""''""=�-"-""'=·"""""·'··._,,.,., _ _,,,_� ...... ---""=""-""""""'""'"�=--..,,,.,,_..,,,,,_�,=c_�,i.,.==�=·,=�-"'-·----"'""""""-"'='"'"""-"-""-=--==.��==·""'=�-"�--====-·-�==�--===-��=�----�=-=--��=,_,.."""""=---=...--""9"'--'"'9"==-�-=�=-�-��==--.==-=��-"""F=�'F"� ..... ����===--==-=-�--..... -�------.

I

H

G

I '

I I

F I i

I i i i

E ! ' ' I

5/8" UNC

THREAD W/

NUT & WASHER

•1

GALVANIZED FL,A.T WASHER �t ,:.11 1/S"x 11/16"x 15/15" o ' ;ti PER ASTM F 436 i . c,, ;:; <BEARING SURF ACE , )

--'r':,.J"1' 1fvlAXIMUM (2) t;:' , I GAL 1/ ANIZED STEEL

:Ji�

SHIMS 14 GA

F INISHEO O • -

GRADE , x w� c'.? w l I t") <( .....J ' '

2 0 LS) :=:::: . rt::llf o_._ I -- � o-.�co-,�7-D�o-o ½o-o_O_C __ .�·�---.-�O"�fuo

0 (/�y:�o 9-9°.Q/J __ o: .,, ;S <1 - · <, . S<,2_QKc ��x 5/8", i1 lJNC ALL THREAD /-", Al�CHOR GOLT SEE NOTE 7 � ANCHOR SAFE

• ; FLUSH TO CONCRETE

USE "UL TRABOND 1"

EXPOXY BY US ANCHOR

or, APPROVED EQUAL a/

TO RUNWAY 32

THRESHOLD

GND LUG

FACTORY

INSTALLED

ITEM

12 WASHER, LOCI� •10 INCLUDED WITH ITEM 73

12 NUT, HEX 010-32 INCLUDED WITH ITEM 73

16 FARGO GC-207 GROUNDING CONNECTOR

AS ROD GND ROD 3/ 4"x 10'

EL, SWEEP 2" PVC 90°

1 CABLE, RF 1/4" HELIAX 1700' L

70 CONN, RF TYPE N MALE

28 CONN, RF ADPTR TYPE N RT ANGLE

4 CONN, RF ADPTR STR TNC M-NFE

1 KIT, !DENT CBL SLEEVE

24 BOLT, HEX NYLON 1/4"-20 x 1" L (NOTE 5l

24 NUT, HEX NYLON 1/4"-20

<NOTE 5l

0 NOT USED

QTY DESCRIPTION

PARTS UST

111588-1700 230161-0001 875004-0001 228913-0001 069200-0001 502644-0053

300658-0007

WPN

I

(2\ w110DLE At\JTENNA

\(0� NOT TO SCALE

ARRAY SUPPORT

I I j I

I

I I

-1

C i

-i

THIS DRAWII\JG IS

FDR ANTENNA ARRAY

i WITH ROUND FRONT

I AI\JD REAR SUPPORT

i ASSEMBL YS, !L-________ __L-4--1

B

I

"2 BARE,

SEE

NOTE 1 • -

GND LUG,

SEE

NOTE 2 �

SEE NOTE 1

1 DISTRIBUTION

005 NOT TO SCALE

NOTE�

1. CONNECTIONS TO ITEM 67 AND :t:t:2 BARE ARE MADE

WITH ITEMS 73 AND 68, RESPECTIVELY, INSIDE

CABLE TROUGH,

2, PART OF LOCALIZER ANTENNA ELEMENT AND IS

FACTORY ASSEMBLED.

3. RF FEED AND MONITOR CABLES TO ANTENNA VIA

REAR ANTENNA MAST. TERMINATED BY OTHERS.

4. ALL ITEMS ARE CONTRACTOR FURNISHED EXCEPT

FOR ITEMS WHICH COME WITH GFM LOCALIZER SYSTEM.

5. NOTED ITEMS ARE TO BE USED AS SPARE HARDWARE

FOR THE ANTENNA RADOME ASSEMBLIES.

6 5

UNIT

-..._i

INNER

SEE NOTES

7 & 8

1-*2 BARE

1-"2 GREEN WIRED

TRACER

SEE NOTE 9---�

ANTENI\JA ARRAY

6. CONTRACTOR SHALL PROVIDE OBSTRUCTION

LIGHT FROM DIAL!GHT (PN: RTO-CR07-002

FOR DUAL LAMP LED IN TWO PLACES.

I

EXOTHERMIC

WELD (TYPl

SUPPORT

7. FOR CABLE SIZES, SEE DRAWING VOO-D-1398938-COOB.

8. INSTALL RGS A MINIMUM OF 5' BEYOND EES

AND/OR GRAVELED AREAS.

9. #2 GREEN WITH RED TRACER SHALL BE

TRANSITION TO #6 GREEN WITH RED

TRACER INSIDE DISTRIBUTION UNIT.

10. CONTRACTOR TO INSTALL 5/8" POLE SAFE

FRANGIBLE ANCHOR BOLT AT LDC ARRAY

70 12 WASHER, FLAT •10 INCLUDED WITH ITEM 68 •

69 12 SCREW, MACH. •10-32 x 1/2" INCLUDED \IV/ITEM 68 •

68 12 FARGO CLAMP GC-5002 •

67 250' WIRE, •6 GREEN INSULATED •

66 8 SCREW, MACH. 1/4"-20 x 1/2" 915016-0079

65 4 SPACER, HE)( TAPPED, 2-1/2" L 270706-6677

64 4 HANGER, CND 2-1/2" 033786-0008

63 4 HANGER, CND 3/4" 033786-0002

62 2 SEE NOTE 6. •

61 2 SEE NOTE 6. •

60 2 CND, 3/4"x 48" L 033671-0001

59 4 EL, 45 CND 033754-0002

58 2 NIPPLE, CND 3/4" x 10" L 033586-0005 57 2 NIPPLE, CND 3/4"x 3" L 033586-0DOl

56 2 3/4" PVC

55 2 GASKET, COVER 033728-0003

54 2 COVER, UNILET 033590-0001

53 2 UNILET, "T" 3/4" 033588-0001

52 2 BUSHING, INSULATED 3/4" 033516-0000

51 4 NUT, LOCK 3/4" 033514-0000

50 2 NIPPLE, CND 3/4"x 5" L 033586-0006

49 200' CABLE, POWER, •12-2 UF 111456-0002

48 BUSHING, INSULATED 1" •

47 NOT USED •

46 NOT USED •

2" RGS CUT TO REQUIRED LENGTH 45

4 2" RGS GROUND NUT

5 2" FRANGIBLE COUPLING (CROUSE-HINDS 60285)

42 4 41 4 40 4 39 2

36 14 35 28 34 28 33 28 32 14 31 10 30 2 29 2 28 164 27 130 26 310 25 310 24 12 23 12 22 56 21 10 20 2 18 1 17 1 16 12 15 12 14 16 13 4 10 14

9 112 8 112 7 112 6 56 5 14 4 14 3 224 2 224

ITEM QTY

2" RGS MYERS HUB

2" RGS CUT TO REQUIRED LENGTH

EL, SWEEP 2" RSC

COVER. ADAPTER RACEWAY END

RACEWAY, CABLE ADAPTER END <RTl RACEWAY, CABLE ADAPTER END <L Tl

GASKET, CHAN WEATHERCAP <NOTE 2)

NUT, HEX 1/4"-20 <NOTE 2)

WASHER, FLAT 1/4" <NOTE 2)

BOLT.HEX 1/4"-20 x 4-1/4"(NOTE 2J CAP, WEATHER SHIELD <NOTE 2l

COVER, WRAPPER RACEWAY <CTR)

CAP, END RACEWAY

COVER, ADAPTER RACEWAY <DUJ

NUT, SPEED •8-32

NUT, SELF-LOCKING 08-32

WASHER, FLAT •8

SCREW, MACH. 08-32 x 1/2"PHPHMS

RACEWAY, CABLE SECT BOT 94" L

RACEWAY, CABLE SECT TOP 94" L

BOLT, HEX 5/16"-18 x 1" RACEWAY, CABLE WRAPPER <CTRl 26"

GASKET, RACEWAY ADAPTER <DU)

RACEWAY, CABLE ADAPTER (L Tl

RACEWAY, CABLE ADAPTER (RT)

UNIT, DISTR ASSY

NUT, HEX 1/4"-20

WASHER, LOCK 1/4"

WASHER, FLAT 1/4"

BOLT, HEX 1/4"-20 x 3/4"

BRACKET, MTG DISTR UNIT, LEFT

BRACKET, MTG DISTR UNIT, RIGHT

ELEMENT, ANT.

NUT, HEX 5/16"-18

WASHER, LOCK 5/16"

WASHER, FLAT 5/16"

BOLT, HEX 5/16"-18 x 1-1/2"

SUPPORT ASSY,FRONT

SUPPORT ASSY,REAR

NUT, SO GAL V 5/8"-11

WASHER, FLAT, SQ GALV 5/8"

BOLT, ANCHOR GALV 5/8"-11 x 12"

DESCRIPTION

PARTS LIST

• CONTRACTOR FURNISHED…