Attachment 01a-Drawings LEX.pdf

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NOVErv1BER 1 7 , 2015

RVR LEXINGTON, KENTUCKY

RUNWAY 0�

REPLACE TASKER 500 WITH PC-BASED

RVR

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BLUEGRASS AJRPORT l G

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VICINITY MAP

NOT TO SCALE

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DEPARTMENT OF TRANSPORTATION

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FEDERAL AVIATION ADMINISTRATION g IATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA g>-------------------------------! �

LEXINGTON

RE\IIE\IV[D BY

RVR

RUNWAY 04

GENERAL COVER SHEET

AND VICINITY MAP

BLUE GRASS AIRPORT

Al-'Pk'ClVE._D l::lY

KY

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DTFAEN-17-R-00047 Attachment 1a

Linda Hennequant Stamp for Specs

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ELE'/.6.,ION

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LI l:-il.L

L r- r, .- N f"t_ "' [_ .J

J r-f::LEVATlON NUl'llBER

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� SHEL'··· 1( ur·,R V H"PE J�ci !\;J1vn::5c. ) r_,1-

ELEVATION !S LOCATED

SECT ION LETTEH

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J r ' ;:; -·�<1-x. :�'61---------· �

L_ SilECT NUMCER w:-:ERE

SECTION !S LOCATED

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NOTES

:. FOR ABBREVIATIONS REFERENCE DRAWINGS LEX-D-RVR04-G010 &

LEX-0-RV�04-G011.

2, SCALES SYOWN INDICATE APPROXIMATE DIMENSIONS, DO NOT

SCALE DRAWINGS FOR PRECISE DIMENSIONS.

3. MODEL NUMBERS INDICATED ARE CURRENT AT THE TIME OF

DESIGN. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT

MODEL NUMBERS REMA!N CURRENT AT THE TIME OF

CONSTRUCTION.

4. CONTRACTOR SHALL BF. RESPONSIBLE TO VErtiFY THAT MODEL NUMBERS ON ALL DRAWINGS MATCH WllH MATERIAL

DESCRIPTIONS INDICATED.

DC[<''L T[T'·E 1.... ,, i I " , L

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(___ __ 2 '\ .. -cJ_]�_L�_Q[ F·L A1\J � E L_E ·v ,AT JON� \pXXX: � SC4LE OR OTHER INFORMATION

SECTION OR DET A!L

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,4RCH l l ECTURAL GRAPH l C SC.�LE

ENGIN[ERINC

GRA·'H l 2 :,CAL[

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\_SHEET NU:vi5ER WHERE

4'

20'

PLAN, ELEVATION, SECf!ON OR DETAIL IS LOCAlED

8'

40'

DRAWING NO. DRAWING LIST

GENERAL

LEX-D-RVR04-GOOO

LEX-D-RVR04-G001

LEX-D-RVR04-G002

LEX-D-RVR04-G006

LEX-D-RVROLI-G010

LEX-D-RVR04-G011

LEX-D-RVR04-G045

CIVIL

LEX-D-RVR04-C001

i_EX-D-RVROLI-C002

LEX-D-RVR04-C003

DE MOL IT I 01\J

LEX-D-RVR04-D001

f;LECTRICAL

LEX-D-RVR04-E001

LEX-D-RVR04-E002

LEX-D-RVR04-E003

LEX-D-RVROLI-E004

LEX-D-RVR04-E005

LEX-D-RVR04-E006

LEX-D-RVR04-E007

LEX-D-RVR04-E008

STRUCTURAL

LEX-D-RVR04-S001

LEX-D-RVR04-S002

LEX-D-RVR04-S003

LEX-D-RVR04-S004

GENERAL COVER SHEET AND VIC!N!TY MAP

GENERAL SYMBOL LEGEND AND DRAWING INDEX

MAINTENANCE OF TRAFFIC PLAN

SAFETY DETAILS

GENERAL ABBREVIATIONS SHEET 1 OF 2

GENERAL ABBREVIATIONS SHEET 2 OF 2

GENERAL NOTES

RVR S l TE PL.11.N

PLOT LAYOUT PLAN

MISCELLANEOUS DETAILS

TASKER RVR CONCRETE DEMOLITION

ELECTRICAL SITE LAYOUT PLAN

ELECTRICAL PLOT LAYOUT PLAN

ALS, VS AND SIE POWER AND CONTROL WIRING DIAGRAM

TOUCHDOWN POWER CONTROL UNIT SUPPORT DETAILS

VS TOWER AND ALS SUPPORT DETAILS

AIRPORT LIGHTING VAULT POWER LAYOUT PLAN

EARTH ELECTRODE SYSTEM

STANDARD ELECTRICAL DETAILS

ALS, VS AND SIE FOUNDATION DETAILS 1 OF 2

ALS, VS AND SlE FOUNDATION DETAILS 2 OF 2

L!R POLE MISCELLANEOUS DETAILS

LIR POLE ASSEMBLY AND MOUNTING STAND DETAILS

F

E liEFERENCED DWGS, D-6128-Li RUNWAY

D-6128-5 RUNWAY

D-6128-6 RUNWAY

D-6128-7 RUNWAY

D-6128-8 RUNWAY

D-6128-9 RUNWAY

D-6128-10 RUNWAY

D-6128-11 RUNWAY

VISUAL RANGE

VISUAL RANGE

V l SUi,_L RANGE

VISUAL Ri',NGE

VISUAL R.I\.NGE

VISUAL RANGE

VISUAL RANGE

VISUAL RANGE

SYSTEM,

SYSTEM,

SYSTEM,

SYSTEM,

SYSTEM,

SYSTEM,

SYSTEM,

SYSTEM,

REV APPROVED

DATE

SLAB AND PIER FOUNDATIONS

TRANSMJSSOMETER SUPPORT TOWER

PLATFORM AND SHELF DETAIL

ANCHOR AND STAIRWAY DETAILS

MAIN PLATFORM STAIRWAY DETAILS

SUPPORT TOWER LIGHTNING PROTECTION

POWER AND CONTROL WIRING DIAGRAM

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POWER SUPPLY FROM GLIDE SLOPE/LOCALIZER SHELTER

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DESCRIPTION JCN REDLINE APVD E DATE

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION g ATO • TECHNICAL OPERATIONS EASTERN SERVICE AREA gIr ...

LEXINGTON

RVR

RUNWAY 04

GENERAL SYMBOL LEGEND

AND DRAWING INDEX

BLUE GRASS NRPORT

APPROVED BY

KY

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PROJECT ENGINEER MGR: ENGINEERING - CENTER A --------------+---""==c-------,-------bc-=,,-------,�------i DESIGNED ISSUED BY DATE IJCN

DRAWN JW ENGINEERING SERVICES rc-DR�A-Wl�NG�2��-10-9-1-20-16�----6�0..,0���-�

0----+--+-----�T J=<S NAVAIDS CHECKED

LEX-D-RVR04-G001

DTFAEN-17-R-00047 Attachment 1a

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MAINTENANCE OF

400'

G :? 'Et±Ei

0 400'

SCALE, 1" • 400'

800' .,m.9 l-·------i i i i i i .

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TRAFFIC

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PLAN

Versailles Road (US 60)

NOTES

1. SOME CONSTRUCTION FOR THIS PROJECT WILL OCCUR WITHIN THE RUNWAY

SAFETY AREA (RSAJ. WHEN THE CONTRACTOR IS WORKING WITHIN THE

RSA, CONSTANT RADIO COMMUNICATION WILL BE MAINTAINED WITH THE

AIR TRAFFIC CONTROL TOWER (ATCT), THE CONTRACTOR SHALL MOVE

CREW AND EQUIPMENT OUTSIDE THE RSA WHEN INSTRUCTED TO DO SO BY

THE ATCT OR COR. COORDINATE WITH THE ATCT FOR GROUND CONTROL

RADIO FREQUENCIES.

2. THE CONTRACTOR SHALL COORDINATE WITH THE AIRPORT MANAGER FOR THE

CURRENT TIME SCHEDULE OF FLIGHTS IN AND OUT OF THE AIRPORT. THE

CONTRACTOR MAY BE REQUIRED TO MOVE CREW AND EQUIPMENT OUTSIDE

THE RSA DURING THESE TIMES.

3. THE CONTRACTOR SHALL COORDINATE THE ACCESS/HAUL ROUTE SHOWN WITH

THE AIRPORT MANAGER PRIOR TO WORK COMMENCING AND ADJUST THIS

SHEET ACCORDINGLY AND SUBMIT TO THE AIRPORT MANAGER AND COR FOR

RECORD PURPOSES,

�. STAGING AREAS SHALL BE LOCATED A MINIMUM OF 400' FROM THE RUNWAY

CENTERLINE, OUTSIDE THE ROFA.

LEGEND

i

� 4;•

.. . . • ;: •: ••· ·, ,. WORK AREA

.A, : ·.--· ...

STAGING AREA

-TOFA---TOFA- PROJECT LIMITS

--RSA,---RSA-- RUNWAY SAFETY AREA

-ROFA,---ROFA- RUNWAY OBJECT FREE AREA

--TSA---TSA-- TAXIWAY SAFETY AREA

-TOFA---TOFA- TAXIWAY OBJECT FREE AREA

--1� --fi;>- PROJECT ACCESS/HAUL ROUTE

CONSTRUCTION ENTRANCE

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REV APPROVED

DATE DESCRIPTION JCN REDLINE APVO E DATE

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION Q

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA �

RVR

RUNWAY 04

MAINTENANCE OF TRAFFIC PLAN

LEXINGTON BLUE GRASS AIRPORT

REVIEWED BY

SUBMITTED BY APPROVED BY

/"i ! /, -� j

[,'lV...r!t...." ��,- -

PROJECT ENGINEER MGR: E�GINEERING - CENTER A

DESIGNED

JW

ISSUED BY DATE

0610912016

JCN

1-------<----+D-R -AW -N---�'-I ENGINEERING SERVICES DRAWING NO

CHECKED

TJS NAVAJOS LEX-0-RVR04-G002

KY

600231

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3ARRICADES SHALL BE LOCATED AT ALL IORK AREAS IHEN TRENCHES

AND :JP[N HGLES t.rlf UNATTENDE11, L IGKTS M1E TO BE SPACF.D NO ""'"'' S'i&;i 1' F,E'• 'P""''f ;�;;uHt:. • f11-,1-� l) ._, i ·"" >'\r� "'

2, SOTTOMS MW Ei�llS o,: BARRICAJ::E SECTIONS SHAl!. 3E f"AlNTED WHITE. ALL lNC!DENTAL CONNECTORS, SPLICE PLATES, ETC. SHALL

3E PAINT[D �HITE.

3. ALL 3ARRICAOES SH}LL BE CHECKED VISUALLY FOR SIGNS OF

::ATl:.';UE UN A '1:1:EKLY Bi,Sl5 ;.ND :;:,Ai.L BE REPAINTED WHF.!� DEEMED APPROPRIATE BY THE COR- THE CDNDiTIONS OF LIGHTING''N'T- '""'l' B'r "Hc·r,,,c'r, '"!1 )" 'IL 'l�HT pl"""''i'IE<:; su'LL t>I" U , .) .)f�-"·· .. != , (. ·�· ,1:; ,_,.!'>.l".U '.lf'> a.� � P, _ !.. " tJ · f' A! l,.!f',,�.._, iri?, l..'1[..

VERi:'."!ED fJPER,".TlNC BY C:JNH1ACIOR O�! A DA !L Y BASIS BEFORE T'II:' "(J"T"''"1'[Y• ·CE. ,,.,.,. r·1n•:o,1· ''"'S. "OR TH" '"" r·( . ... 1� 1:, .... ,,, _.,r, _:i,.,.,,,,;, ,,_1�tn;,"'" � .... �1� ,� _ (, •J�-...i "'

.!Je 8Af-?fl!C.\D[S ALl'l1lG 1,CTlVE RllHWt\Y OR TAXl\:IAY PAVi:MENTS SHAl.l BE PLACED APPROXIMAlELY 10 FEET FROM EDGE OF THE FULL STRE:,jGTH l'-1,Vff�ENT GEM!:F:f..LLY !ti LlNE 1//lTH THE EDGE LIGMT SYS H);lS, S. Mi. aARRiC,\GF.S SKAf.l BE MOVED AT LEAST ONCE EACH iliONTH ANO HIE CON1 �ACTOR SH1�l_l S\�EEP HIE :)[BP. IS \'IH l CH HAS ACCUMULATED AN[) ;:if::,;,0'1E IT n;m;, THE S l TE. THE 8ARfH Ct1DES SH!ll.L THEM BE rw,,1 'r.•-D ''[ Tu,-- F"'fl0"'"" �T[ I 0(:'.,.!0" 1'tt:,i11.-.-\, .. �:.. k rit. ,-.. r] ,,,,iP.)1-. . .... _,Jc,• ... i�.i.

:,, 8Af-lf�lC•\[1,5 SH�I.L }:,-'.VE ONF. 1..01¥ iNTENS!TY f'LASHlNG RED L !GHT (1YP� "A"l Aflt,CKED TO EACH BAR!�iC,ADE ALONG l'l!TM TWO 40 LB, SMmBAGS FOi� ,'CDED S 7 .h.81 L ITV. 1-iAX H,iUM HE l GHT OF l.. ! GHT AND 8AR�1 ! C,\DCS ABOVE Cf!OIJNO SMALL BE 24 ! NCHES, 7, i\L TErlNA F_ FORt�S OF B1�RR I CADES tJ.l\ Y BE PROPOSED BY THE CONHlACT:;fl Will CH Mi:E T TH[$[ H.Jl�C'I' !ONAL REOU I REMENTS. ALL SUCH J,pp;;av Al S OF l,NY SUC:-: SUBS T !TUT! ON ( i F GRJ,NlED l SHALL "E �·· TL•• •1r·�n�� narR1T•0•1r '''" T11r CO" fJ \ l!.J ( , ro.-:. .� .. �! lJr•, (...;rr� ..... ,, ! 1,.1l\,), Ai�,,J' i r,e, �"'

('2"'\ RlJNWA "( CLOSLJRE MARKl;R_ DE_"[ AIL \Qp_� NOT. TO SCALE

NOTES

L RUNWAY C:..OSURE MARKERS SHALL BE l lGHTED 24 HOURS 1� D1\Y, 2, RW•l\',IAY CLOSURI: MARKERS SHALL BE Sl'/EEPSfER MODE.l lXD06 OR APPROVED EOUAl, .3, RUNWAY CLOSURE MARKERS ARE AVAILABLE ON SITE FROM THE illRPORT AUTHORITY, CONTRACTOR SHALL COORDIANTE AVA!LABll.!TY AND USE \'/!TH

AIRPORT MANAGER.

,i, OPERA ii NG E::PENSES Of RUNWAY CUJSURE MARKER SHALL FIE TME RESPONS!BH.:TY OF THE CONTRACTOR, !NCLUDING FUEL, OlL, ANIJ PAR 38 Lft,MPS, 5, Ii� THE EVE!l!T Of MECl-t.\NIC.-,l FA!l ll!RE OF THE CLOSURE MARKER, CUlFH X's MA y BF. SUBS T rn.n!Jl l'lUR I NG DA YL I GH T HOURS.

LL

,,- AVIATION ORANGE

//// /AVIA,TION WH TE"

, -----_t___ --r-

, ____ j_.

NOTE

:;AF[TY f"LAC SHALL. BE PROMll'>IF.NTL Y DlSPLJ.'(£[1 ON ALL CONSTRUCTION fQUIPtvtENT AT ALL TIMES, 1-;;'\ CONSTRUCTION SAFETY FLAG

� NOT TO SCALE

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE Af'VD

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

A'H'O - TECHNICAL OPERATIONS EASTERN SERVICE

I LEXINGTON

IREVIEWEO s, suBM!TTrn, B

Y •, _,../;:::: /i -.i:;

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RVR

RUNWAY 04

SAFETY DETAILS

BLUE GRASS AIRPORT

APPROVED BY

PROJE . ENl'.;INEER MGR: ENGINEERING - CENTER A --·--·�i DESIGNED

JW "

lUJ��

DRAWN

TJS

CHECKED

AREA

KY

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AIR CONDITIONING

AUDIBLE STROBE

AIR COOLED

�l.lTOMATIC AlR VENT

ABOVE FINISHED GRADE

ALTERNATING CURRENT- A�OVE CEILING

ACC AIR COOLED CHILLER

ACDFC AIR COOLED DRY FLUID COOLER

AC! hM[R!CAN CO�CRETE INSTITUTE ACM ;\:;BESTOS Cm.!TAINING M!HERIAL �CT ACOUSTICAL CEILING TILi'., ACCESS CONTROL TERMINAL i,D ACCESS DOOR, Arltt DflAJi'.J

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJUSTABLE

J\F A,.11>Ef:E FRAM:, AaOVE FINISHED FLOCR AfJOVE F IN I S:1ED GRADE tROVE FINISHED ;'.100F iSF t.FG

/FR

iSSSC

,,GL

AIRWAY FACILITIES SYSTEM SUPPORT CENTER

ABOVE GROUND LEVEL

AH

,', liJ

1,HU

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A lR HANDLER

AUTHORITY HAVING JURISO!CTION

AIR HANDLING UNIT

Ar1ALOG INPUT AMPERE INTERRUPTING CAPAClTY

;, I SC M,iERICi1N INSTITUTE OF STEEL CONSTRIJCTlON i',L Al RPORT Ll G:n l NG, ALU�: l NUIJ

111. UM I NUM

AMM ALlMETER AMSL �BOVE �EAN SEA LEVEi_

ANN ANNUNCIATOR

ANSI A�ERICAN NATIONAL STANDARDS INSTITUTE

/-\C

Ai i,.PD

A;!ALOG OUTPUT

AIRPORT OPERATIONS AREA

ANNUNCIATOR POINT, ACCESS PANEL

AIR PRESSURE DROP

APPROX APPROXIMATELY

ARCH ARCHITECT, ARCHllECTURAL i' RTS i\UTOMA TED R,\DAR fS AIR SEPARATOR

ASHRA[ A�[R!CAN SOCIETY OF HEATING, REFRIGERATION

i1i�D A lR CONDIT I GN I NG ENG I NEE RS ,\Si�E t,M[RiCAN SOCIETY OF MECHANICAL ENGINEERS

A�ff'cRE TR IP J1, T :1rv:

;, TC

AIRWAY/TERMINAL BUILDING MAINTENANCE FACILITY

ACOUSTICAL TILE C�ILING

t, TC f.TCI

AIR TRAFFIC CONTROL

A:RPORT TRAfFIC CONlROL TOWER AIJTOMATlC TRANSFER SW!TCH Al MOSPHER l C vnn f,,IJ� AIJY. IL I ARY !>. V .\U TO�iA Tl C Vl N·r

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AWG AMERICAN �!�E GAG[

AWS AIJER[CAN �ELDINC SOCIETY

BA7 CHGR S�TTERY C�At1GER �s�··� '·'SEBO'"D H�T .• ,--R H-·r-R1.J:h,?11 �,'-'. • ' J\d L1 �"tP.!!:... ·,;:'..!'> l:.

�C 8ARE COPPER

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3ACXCRAFT DA�P[R

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3ELOW FIN!SflED CEILING

3ACKFLOW PREVENTER

3ACKWARD INCLINED

BYPASS ISOLATION TRANSFER SWITCfl t}LDG l3UtLD ING

!-�L{ :3LACK

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DOTTOM OF FIXTURE

:JOTTCM OF PIPING

:JOTTOM

BUSTER PUMP

SARE SOFT DnAWN COPPER

SASEMENT

SRITISH THERMAL UNIT

srn I I SH THEi1MAL UN IT/HOUR

::MC�UP

CAF COMBUSTION AIR FfiN

CANT CANTILEVER

CAP

CAV

CENT

CENTRiF

CF

CFACC

CFM

CH

CHKD

CHW

CHWR

CHWS

C, i.P, CJ

CKT

CL

CLF

CLG

CLR

CM

CMU

co

COL

COMM

CONC

COND

COi�· I G

CONN

CONST

CONT

CON TR

COR

CPC

CPT

CPU

CR

cs

CSF

CT

CTL

cu

CU •T

CV

eve

CWP

CWP

CWR

C'I/R cws cws cwv

CY YO

D D

D PNL

DAMP

DB

DBA

DBL

DC

DCV 8FP

DOC

llEB

DEG

DEMO

DU

DF

DG

DHW

DI

DIA

DI ',,· fi'V

DlFF

DIM

DISC

D, I. "

D!li

DN

DO

DP

DPDT

DPST

OPT

DSF

IJT

llTS

DWBP

DWDi

DWGS

ll'IIL

C:C:!�TR I FUGi.L

CENTRIFUGAL

CUBIC FOOT/FEET

CEIHR Ii' FAN A! R COOLED CONDENSER

CUBIC ;EET PER �!NUTE

CH!LLER

CHECKERED

CHILLED 'I/ATER

CHILLED WATER RETURN

CHILLED 'I/ATER SUPPLY

CAST IN PLACE

CONTROL JOINT

CiRCUIT

CENTERLINE

CURRENT LIMITING FUSE

CEILING

CLEAR

COMMUN I CA Tl ON MANHOLE CONCflE IE MASONRY UN IT

CLEA�IOUT" CONDU l T OML Y

COLUMN

COMMUN!C/\T!ONS

CONCRETE

CONDENSATE

CONrlGURAT!ON CONNECT lON

CONSTRUCTION

CONTINUATION, CONTlNUOUS

CONTRACTOR

CONTRACTING OFFICER'S REPRESENTATIV�

CRITICAL POWER CENTER

CARPET

CENTRAL PROCESSING UN:T

CONTRO!.. REUi Y cmnROL SWITCH

CHEMICAL SHOT FEEDER

COOLING TOWER, CABLE TRAY,

CURRENT TRANSFORMER, CERAMIC TILE

CONTROL

CONDENSING UNIT, COPPER

CUBIC FOOT/FEET

CONSTANT VOLUME, CONTROL VALV[

CENTRAL VACUUM CLEANER

COLD (DOMEST!CJ WATER

CH I LLEO II/ATER PUMP

CONDENSER �:ATER PUMP, CH l LLED WATER PUMP

CHILLED WATER RETURN

CONDENSER WATER RETURN

CHiLLED WATER SUPPLY

CONDENSER WATER SUPPLY

COMB !NAT: O�! \'11\STE AMD VE:'ff

•:UBIC YARD

DR,11�1

DISTRIBUTION PANEL

DM,1PER

DRY BULB· DIRECT BilRlAL, DUCTBANK DEFORMED Bb,R £1MCHOR

DOUBLE

DIR:::CT CURRE.N7

DGU3LE CHECK Viii_ VE SACKFLO\il PRElfENTO::J

DIRECT DIGITAL CONTROL

DIRECl EARTH BURY llEGREE

DEMOLITION

iJE'fAIL DECREES FAHRENHElf

DOOR GRILLE

DOMESTIC HOT WATER

D l G IT AL i NPU T lllAME!ER

DIAGONAL

DIFFUSER

DI I.JENS I ON

DISCONNECT

DEAD LOAD

DEMAND lv!ETER

DOWN

DIGITAL OUTPUT

DIFFERENTIAL PRESSURE

DOUBLE POLE DOUBLE THROW

DOUBLE POLE SINGLE THROW

DIFFERENTIAL PRESSURE TRANSMITTER

DESTRATIFICATION FAN

D0U3LE THROW, DI APHRAM TANK, D0!18:..E TEE

DOUBLE THHOW SWITCH

D:JMESTIC WATER 800Sl[H PUMP

DOUBLE WIDTH DOUBLE INLET

Di�AWI NGS DCJW::l

EAT H1TER I NG A !R TEMPERATURE

ECP ENGINE CONTROL PANEL

EDf.\M ELECTRICAL DAT A ACOU ! S l Tl ON AND MON !TOR I NG

EDH ELECTRIC DUCT HEATER

E.E. EACH END

EES EARTH ELECTRODE SYSTEM

EF EXHAUST FAN, EACH FACE

EG, E/G ENGINE GENERATOR, EXHAUST GRILLE

EMERGENCY GENERATOR

EH ELECTRIC HEATER, ELECTRONIC HUMIDIFIER

EHC ELECTRIC HEATING CO!L

EIFS EXTERIOR INSULATION FINISH SYSTEM

ELEC ELECTRIC

ELEV, El ELEVATION, ELEVATOR EMCS ENERGY MANAGEMF.Ni AND CONTROL SYSTEM

EMERG �MERGENCY

EM! ELECTROMAGNETIC rnTERFACE

EMS ENERGY MANAGEMENT SYSTEM

EMT ELECTRICAL METALLIC TUBING

ENT

E,O,R, E, O. S, EO

EQUIP

ER

ERMS

ESP

ET

EUH

EW

E\1/C E \I/fl

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EXIST

EXP

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EMTERING

ENGINEER OF RECORD

EDGE OF SLAB

EQUAL

EOUIPMH!i

EXHAUST REGISTER

ENVIRONMENT,I\L REMOTE MONITORING SYSTEl•I

EACH SIDE

EXTERNAL STAT!C PRESSURE

EXPANSIGr� TANK

ELECTRIC UN!T HEATER

EACH WAY

ELECTRICAL WATER COOLER

ELECTRIC WALL HEATER, ELECTRIC WATER HEATER

ENTERING WAT�R TEMPERATURE

EXHAUST

EXISTING

EXPOSED, EXPANSION

F I' ! H:C WATER SUPPLY

'F DEGREES FAHRENHEIT

FA FIRE ALARM, FREE AREA, FAN COOLED, FRESH AIR

;:AA FEDERAL AVIAT!Oill ADM!NISTRAT!Ofl!

FACP FIRE ALARM CO�TROL PANEL

FACT FACTORY

FC FACE OF CURB, FLEX CONNECTION, FOOT CANDLE

FCO FLOOR CLEANOUT

FCU FAN COIL UN!T

FCV FLOI CONTROL VALVE

FD FLOOR DRAIN, F !RE DAMPER

FDC FIRE DEPARTMENT CONNECTlON

FON FOUNDATION

FDR FEEDER

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FLY FAN, FINISHED FLOOR

FFE ;,lill!SHED FLOOR ELEVATION

FG ;,IDERGLASS

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FMV FIRE HOSE VALVE

FIG FIGURE

FIN FINISH

FLA H:L� LOAD A.MPERES

FlEX FLEXIBLE

FLR FLOOR

FLS FLOW SWITCH, F!RE ANO LIFE SAFETY

FLUOR FLUORESCENT

FM FACTORY MUTUAL, FORCE MAIN

FO FIBER OPTIC

FOO FACE OPERATED DAMPER

FOG FUEL OIL GAG[

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOT FIBER OPTIC TERMINAL, FUEL OIL TRANSFFR

FP FlRE PUMP, FLOOR PENETRATJON

FPM FEET PER MINUTE

FPU FIELD PROGRAMMING UNIT

FRP FIBERGLASS REINFORCED POLY

FS FLOW SWITCH, FLOOR SINK, FAR SIDE

rsD FIRE/SMOKE DAMPER FSS r-us!BlE SAFETY SWITCH

FT FEET

FTG FOOTING, FITTING

FV FULL VOLTAGE

FVC FIRE VALVE CABINET

FW FIRE WATER, FILTERED WATER

Fr/0 FORW.h,RD, FIRE SPRINKLER WATER DRi\lN

FWS FIRE WATER SUPPLY

GEN

GFCI

GFE

GFM

GND

GOVT

GPH

GPM

GRN

GRS

GS

GUH

GWB

GYP

H

HAZMAT

HB

HC

HEX

HH

HK

HM

H. MEL

H01\

HORIZ

HP

HPS

HR

HS

HSB

HT

HTG

HTR

HU

HVAC

HVY

H\1/P

H\1/fl

H\1/S

HWUH

HX

HZ

l lC l E !N I NC i\1110 lNCl lNOlC lNSUL

!NT

!NV

!PS

lRF

ISMS

J

JS

JP

JT

I(

K

KA

GENERAL, GENERATOR

GROUND FAULT CIRCUIT INTERRUPTER

GOVERNMENT FURNISHED EQUIPMENT

GOVERNMENT FURNISHED MATERIAL

GROUND CONNECTOR

GOVERNf.iENT

GALLONS PER HOUR

GALLONS PER M!NUTE

GREEN

GALVANIZED RIGID STEEL

GLIDE SLOPE

GAS FIRED UNIT HEATER

GYPSUM WALLBOARD

GYPSUM

HAZARDOUS MATERIALS

HOSE BIBB

HOLLml CORE

HEXAGONAL

HAND HOLE

HOOK

HOLLOW METAL

HOLLOW METAL

HAND-OFF-AUTOMAT!C

HORIZONTAL

HORSEPOWER

HIGH PRESSURE SODIUM

HOUR

HIGH STRENGTH, HEADED STUD

HIGH STRENGTH BOLT

HEIGHT

HEATING

HEATER

HUM!DIF iER HEATING, VENTil.AT!ON AND AIR CONDITIONING

HEAVY

HOT WATER PUMP

HOT WATER RETURN

HOT WATER SUPPLY

HOT WATER UNIT HEATER

HEAT EXCHANGER

HERTZ

INTERCOMMUNICATION, INTERCOM

INVERT ELEVATION

INCHES

INCANDESCENT

INCLUDE

INDICATOR

INSULATED

INTERIOR

INVERT

IRON Pl N SET

IRON ROD FOUND

INTEGRATED SECURITY MANAGEMENT SYSTEM

JUNCTION BOX

JOCKEY PUMP

JOINT

KIPS

KILOAMPERES

L

KCMIL

KS!

KV

KVA

KVAR

KW

KWH

L L&S

LAT

LBD

LBG

LBR

LBS

LO

LF

LFS

L.L.

LLH

LL I/

LONG

LOSP

LP

LRA

LRAG

LRG

LS

LSD

LT

LTG

LV

LVL

LWT

M

MAG

MAI NT

MAX

MBH

MBP

MCB

MCC

MCM

MCP

MD

MDF

MDT

MECH

MED

MEMS

MFR

MG

MH

MIL

Ml L ST

MIN

MISC

MLO

MM

MOD

MPG

MPH

MSL

MTD

MTL

MUA

MUW

MV

MVA

MVD

THOUSAND CIRCULAR MILLS

1000 POUNDS PER SQUARE INCH

KILOVOLT

KILOVOLT AMPERES

KILOVOLT AMPERES-REACTIVE

KILOWATT

KILOWATT HOUR

LOUVER AND SCREEN

LEAVING AIR TEMPERATURE

LINEAR BAR DIFFUSER

LINEAR BAR GRILLE

LINEAR BAR RETURN

POUNDS

LINEAR DIFFUSER

LINEAR FEET

LIGHTING FIXTURE SCHEDULE

L! VE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONGITUDINAL

LOCAL OPERATING STATUS PANEL

LOW POINT

LOCKED ROTOR AMPERE

LINEAR RETURN AIR GRILLE

LINEAR RETURN GRILLE

LIGHT STANDARD

LINEAR SLOT DIFFUSER

LIQUID TIGHT

LIGHTING

L 0\/1 VOLT AGE

LEVEL

LEAVING WATER TEMPERATURE

MAGNETIC DOOR HOLD OPEN

MAINTENANCE

MAXIMUM

THOUSAND BTU/HOUR

MAINTENANCE BYPASS PANEL

MOLDED CASE BREAKER

MOTOR CONTROL CENTER

THOUSAND CIRCULAR MILLS

MOTOR CIRCUIT PROTECTOR

MANUAL DAMPER

MEDIUM DENSITY FIBERBOARD

MAIN DISTRIBUTION TERMINAL

MECHANICAL

MEDIUM

MEMBRANE

MANUFACTURER

MOTOR GENERATOR

MANHOLE

THOUSANDTHS OF AN INCH

MILITARY STANDARD

MINIMAL, MINUTE, MINIMUM

MISCELLANEOUS

MAIN LUGS ONLY

MILL I METER

MOTOR OPERATED DAMPER

MULTI-POINT GROUND

MILES PER HOUR

MEAN SEA LEVEL

MOUNTED

METAL

MAKE-UP AIR

MAKE-UP WATER

MANUAL VENT

MEGAVOLT AMPERE

MANUAL VOLUME DAMPER

C

F

E

C

C

REV APPROVED

DATE DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION �

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA �

LEXINGTON

RVR

RUNWAY 04

GENERAL ABBREVIATIONS

SHEET 1 OF 2

BLUE GRASS �RPORT

REVIEWED BY

SUBMITTED BY APPROVED BY

? 1

KY

600231

REV

1:':l la

H

G

F

E

D

C

B

A

� NORTH, NEUTRAL

iJA NOT APPLICABLE

N.C. NORMALLY CLOSED

NC NOISE CRITERIA

NEC NATIONAL ELECTRIC CODE

NEG NEGATIVE

i'IE�1A i/FHB riFPA i,JG

IJ IC

i!OM i!o s.

NTE

1,1TS

0/0

IJA

OtS

DGD

CIC

OD

OOP

OE

IJH

lJPNG

L!PP

ORD

OFiL

OSA

OSCO

OVHD

oz

NATIONAL ELECTRICAL MANUFACTURERS' ASSOCIATION

NON-FREEZE HOSE BIB

NATIONAL FIRE PROTECTION ASSOCIATION

t,14 Tur�AL GAS r,IOT IN CONHlACT ,rECK i,!ORMALL Y OPEN

NUMBER OF DESIGNATION

NOMINAL

NEAR SIDE

NOT TO EXCEED

NOT TO SCALE

DUT TO OUT

CUTS!DE AIR

OUTSIDE 1\IR FAN

OPPOSED BLADE DAMPER

ON CENTER

OUTSIDE DIAMETER, OVERFLOW DRAIN

CPE N Di1 IP PROOF [1PEN nm

OPPOSITE HAND, OVERHEAD

OPENING

OPPOSITE

OVERFLOW RDOF DRAIN

OVERFLOW ROOF LEADER

OUTSIDE SUPPLY AIR

OUTSIDE CLEANOUT

OVERHEAD

OUNCES

P POLE, PAINT, PUMP

PABX PRIVATE AUTOMATIC BRANCH EXCHANGE

PAFIPINSIPOWDER ACTIVATED FASTENERS

PART PARTITION

rs PULL BOX

PC

PCF

:-CHWR

PCHWS

c' CMS i'CS [10

FF

PFD

PFR

FH

[) j ' '

PIU

PJF

PL

PLBG

PLCS

PLYWD

Pt,r1B

PNL

f'OB

POC

POS

POT

pp

PHEF J18

PRESS

['RMY

f'f?OJ

PFWP

PRSR

F'RV

?S

!JSF

rs1

:'SIA

PS JG

PT

r-1TAC

PTB

PVMT

POINT DF CURVANCE

POUNDS PER CUBIC FODT

PRIMARY CHILLED WATER RETURN

PRIMARY CHILLED WATER SUPPLY

POWER CONTRDL MONITORING SYSTEM

POWER CONDITIONING SYSTEM

PRESSURE DROP

POWER F ACTOfl

PERFORATED FACE DIFFUSER

PERFORATED FACE RETURN

ELECTRICAL PHASE

PRESSURE INDICATOR

POWER INDUCTION UNIT

PREFORMED JOINT FILLER

PLA.TE

F'LUMB I NG

PLACES

PLYWOOD

POWER MA�iHOLE

POWER MIXING BOX

PANEL, PANELBOARD

PDINT DF BEGINNING

POINT OF CONNECTION

POSITIVE, POSITION

POINT OF TANGENCY

POWER POLE, PATCH PANEL

FREFABRICATCD

PRESSURE

P::? I �1/3,RY

r°ROJECTION

PROPELLER

PRESS UR l ZAT i IJri

PRESSURE REDUCING VALVE

PRESSURE SWITCH

POUNDS PER SO. FDDl

POUNDS PER SO. !NCH

POUNDS PER SO. IN, ABSDLUTE

POUNDS PER SQ. IN, GAGE

FRESSURE TRANSMITTER, PRESSURE-TEMPERATURE PORT

PACKAGED TERMINAL AIR CONDITIONER

POST TENSIONED BEAM

POLYVINYL CHLORIDE, POINT OF VERTICAL CURVATURE

l'AVEMENT

QUA CUARTER

R

R

RA

RACP

RAD

RAG

RAR

RB

RCB

RCP

PLAN

RD

RDF

RE

REBAR

REC

REC'D

RECP

RECT

REF

REG

REINF

REO'D

RET

REV

RF

RF!

RG

RGS

Rl

RM

RMH

RML

RMS

ROFA

RO

RP BP

RPM

RPZ

RPZ BFP

ROMTS

RSA

RTN

RTU

RV

RVR

s s

SA

SAN

SC

COOL I NG

S,C, sec

SCH ED

SCH WP

SCH WR

SCHWS

SCND

SCP

SD

S.D.

SDSTSMS

SEC

SECT

SENS

SF

SG

SGL

SHOWN

SHLD

SHT

SlM

SMACNA

sov

SP

PUMP

SPEC

SPF

SPST

SPT

SPVR

SQ

SO. FT.

SR

SRG

ss

SIS

ST

STD

STGP

RED, RISER, RADIATOR, RADIUS, REFRIGERANT

RETURN AIR, REMOTE ANNUNCJATOR

REMOTE ACCESS CONTROL PANEL

RADIUS

RETURN AIR GRILLE

RETURN AIR REGISTER

RUBBER BASE

REINFORCED CONCRETE BEAM

REINFORCED CONCRETE PIPE, REFLECTED CEILING

ROOF IJRAIN

RUBBER RAISED DISK FLOOR

RESIDENT ENGINEER

RE! NFORC !NG STEEL BAR

RECEPTACLE

RECEIVED

RECEPTACLE

RECTIFIER, RECEPTACLE

REFERENCE

REGISTER

REINFORCEMENT, REINFORCED

REQUIRED

RETURN

REVIS ION

RETURN FAN

RADIO FREQUENCY INTERFERENCE

RETURN GRILLE

RIGID GALVANIZED STEEL

RAIN LEADER

ROOM

ROOF MOUNTED HOOD

RADAR MICROWAVE LINK

RODT MEAN SQUARE

RUNWAY OBJECT FREE AREA

REVERSE OSMOSIS

REDUCED PRESSURE BACKFLOW PREVENTER

ROTATIONS PER MINUTE, REVOLUT!ONS PER MINUTE

REDUCED PRESSURE ZONE

REDUCED PRESSURE ZONE BACKFLOW PREVENTOR

REOU IREMENTS

RUNWAY SAFETY AREA

RETURN

ROOF TOP UNIT

RELIEF 1/AlVE

RUNWAY VISUAL RANGE

SOUTH, STAIN COLOR, SANITARY

SUPPLY AIR

SAN IT t1RY

SPIN IN COLLAR WITH VOLUME DAMPER, SENSIBLE

SOLiD CORE

SECURITY CONTROL CENTER

SCHEDULE

SECONDARY CHILLED WATER PUMP

SECONDARY CHILLED WATER RETURN

SECONDARY CHILLED WATER SUPPLY

SECONDARY

SYSTEM CONTROL PANEL, SMOKE CONTROL PANEL

SPLITTER DAMPER STORM DRAIN, SMOKE DETECTOR

SUPPLY DIFFUSER

SELF DRILLING SELF Til.PP!NG SHEET METAL SCREWS

SECONDARY

SECTION

SENSIBLE

SQUARE FEET

SUPPLY GRILLE

SINGLE

SHUT DOWN

SHIELDED

SHEET

S IM!LAR

SHEET MET AL A,ND A IR CONDIT ION I NG CONTRACTORS

NATIONAL ASSOCIATION

SHUT -OFF VAL VE

STATIC PRESSURE! IN 1/1.G. l, SINGLE POLE. SUMP

SPEC IF I CAT ION

STAIRWELL PRESSURIZATION FAN

SINGLE POLE SINGLE TliflOW

STATJC PRESSURE TRANSMITTER

SUPERVISORY CONDITION

SQUARE

SQUARE FOOT/FEET

SUPPLY REGISTER

SIGNAL REFERENCE GRID

ST A I NLESS STEEL, SAN IT ARY SEWER

START-STOP

SHUNT TRIP

STANDARD

SIGNAL TRANSPORT GROUND PLANE

STL

STP

STRUCT

SUBJ

SUSP

SW

SWBD

SWG

SWGR

SWR

SWSI

SWSR

SY

SYM

SYS

T

T T&B

T&P Tl

TB

TC

TD

TEF

TEL

TEL CO

TEMP

TERM

TG

THK

THRO

TDC

TOD

TOS.T/S

TOWB

TP

TRACO

TRBL

TS

TSP

PS TAT

TT

TTB

TV

TVSS

HI

TWY

TYP

u

UBC

UC

UG

UGP

UH

UL

UNF

UNO

UON

UPC

UPS,U

UTIL

V V

VA

VAC

VAV

VB

VCT

VD

VDT

VENT

VERT

VEST

VFD

VM

VPF

VTR

w w

WI

1/1/C W/D l'IB

WC

WCD

WG

WH

'I/HA

STEEL

SHIELDED TWISTED PAIR

STRUCTURAL

SUBJUNCT ION

SUSPENDED

SWITCH, SELF WEIGHT

SWITCHBOARD

SIDEWALL GRILLE

SWITCHGEAR

SIDEWALL REGISTER

SINGLE IIDTH SINGLE INLET

SlDE WALL SUPPLY REGISTER

SQUARE YARD

SYMMETRICAL

SYSTEM

TRANSDUCER

TOP AND BOTTOM

TEMPERATURE AND PRESSURE

TOP OF

TERMINAL BOX, TERMINAL BOARD

TR IP COIL, TOTAL COOL I NG, TIME CLOCK

TlME DELAY, TRENCH DRAIN

TOILET EXHAUST FAN

TELEPHONE

TELEPHONE COMPANY

TEMPERATURE

TERMINAL

TRANSFER GRILLE

TH!CK, THICKNESS

THREAD

TOP OF CONCRETE

TOP OF DUCT

TOP OF STEEL

ATCT AND ATTACHED BASE BUILDING

TRAP PRIMER, TWISTER PAIR

TERMINAL RADAR APPROACH CONTROL BU I LO !NG

TROUBLE CONDITION

TWO SPEED

TOTAL STATIC PRESSURE, TRAP SEAL PRIMER

THERMOSTAT

TEMPERATURE TRANSMITTER

TELEPHONE TERMINAL BOARD

TELEVISION, TEMPERING VALVE

TRANSIENT VDLTAGE SURGE SUPPRESSOR IGFM)

TEMPERED WATER

TAXIWAY

TYPiCAL

UNIFORM BUILDING CODE

UNDERCUT

UNDERGROUND

UNDERGROUND POWER

UNIT HEATER

UNDERWRITER'S LABORATORY

UNFUSED

UNLESS NOTED OTHERWISE

UNLESS OTHERWISE NOTED

UNIFORM PLUMBING CODE

UNINTERUPTIBLE POWER SUPPLY

UT I LI TY

VOLT, VOLTAGE, VENT

VOLT AMPERE, VOICE ALARM

VACUUM

VARIABLE AIR VOLUME

VACUUM BREAKER

VINYL COMPOS[TE TILE

VOLUME DAMPER - MANUAL

VIDEO DISPLAY TERMINAL

VENT! LAT I ON

VERTICAL

VEST! BULE

VARIABLE FREQUENCY DRIVE

VOLTMETER

VEST!BLE PRESSURIZATION FAN

VENT THROUGH ROOF

1//EST, WIDTH, WATT

WITH

WATER TO CEMENT

WITHOUT

VIET BULB

WATER COLUMN, WATER CLOSET, WALL COVERING

WALL CLEANOUT

'I/ATER GAGE

WATER HEATER, WALL HEATER, WALL HYDRANT

'I/ATER HAMMER ARRESTER

l'l,L, WM

WMS

WP

W,P.

WP!l

WSW

WT

WTR

WWF

X X

XDCR

XFMR

XFR

XMTR

y y

Y-z z

WIND LOAD

WATT METER

WIRE MESH SCREEN

SUBSCRIPT "IP" APPLIED

WEATHERPROOF NEMA TYPE

WORKING POINT

WATER PRESSURE DROP

WASHDOWN SUPPLY WATER

WATER TANK, WEIGHT

WATER

WELDED WIRE FABRIC

AUXILIARY RELAY

TRANSDUCER

TRANSFORMER

TRANSFER

TRANSMITTER

WYE

WYE DELTA

IMPEDANCE

TO ANY SYMBOL INDICATES

3R OR EQUIVALENT, UON I-

Ill! !FR�

I

REV APPROVED

DATE DESCRIPTION JCN REDLINE

DATE

F

E

C

C

APVD E

DEPARTMENT OF TRANSPORTATION z

FEDERAL AVIATION ADMINISTRATION Q

ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA �

LEXINGTON

RVR

RUNWAY 04

GENERAL ABBREVIATIONS

SHEET 2 OF 2

BLUE GRASS AIRPORT

REVIEWED BY

SUBMITTED BY APPROVED BY

PROJECT ENGINEER

DESIGNED

JW

DRAWN

TJS

CHECKED

MGR: EN,GINEERING - CENTER A

ISSUED BY DATE IJCN

ENGINEERING SERVICES DRAWING ��10912016

NAVAIDS

LEX-D-RVR04-G011

KY

600231

REV

<I>

·s

C C 5 � D

F

I

------ l

D

C l l l

B i• • l

I I •

4 ' .

.J •

IO.

3.

P:?[OR -o INITIATING CONSTl�UCT!ON, THE CONTR.ACTOR SHALL FIELD INSPECT

CURRENT CONDITIONS AND DETERMINE IF CONDITIONS THAT ARE NOT REFLECTED ON

rHr SE PLANS EXIST. THE CONTRACTOR SHALL NOTIFY THE RE IN WRITING OF THE RE�ULTS OF THE INSPECTION, IF rHERE ARE PROBLEM AREAS, THE RE SHAbL DIRECT T:,[ COi�TFACTOR O�l HOW TO PROCEED WI TH WORK l N THE PROBI_EM AREAS. I HE CONTRACTOR SHALL NOT INITIATE WORK, ORDER MATERIALS OR FASRICArE IN AREAS WHEF?E ·:·HERE ARE fC1ENTIF JED PROBLEivlS UNLESS 1\PPROVED Ii\! WR!Tl�IG BY THE RE, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES WITH COUNTY AND

L.OCAL UTILITY COMPANIES PRIOR TO BEGINNING OF DEMOLITION WORK. ANY UTILITY

THAT IS 10 RE�A!N SHALL BE PROrECIED DURING CONSTRUCTION.

THE EXlSl ING FEAlURES SHOWN ARE BASED ON THE BEST AVAILABLE AS BUILI D�AWINGS. Al.L UTIL !TIES MAY NOT BE SHOWN ON DRAWINGS.

THE CONTRACTOR SHALL COORDINATE SEWER AND WATER SHUT OFFS AND UTILITY

TERMINATION WITH LOCAL AUTHOR!TiES.

DURING PERIODS WHEN CONSTRUCTION EQUIPMENT AND VEHICLES ARE WORKING

.�:).J ACEtJT TO AND/OR AJ\E CROSS l NG ROADW/1 YS, THE CONTRACTOR SHALL HAVE ECLJIPMEN1 ON-SITE IN ORDER TO CLEAN SUCH PAVEMENTS. l'HE CLEANING MEASURES s���l BE APPRnVED SY THE RE

O?EN EXCAVATIONS AND TRENCHES WITHIN AN ACTIVE RSA AND/OR TSA ARE NOT

ALI.JWEIJ. �LL OPEN EXCAVATIONS ANO TRENCHES OUTSIDE THE RSA AND/OR TSA

SH�LL BE CONTINUOUSLY BARRICADED, MARKED AND LIGHTED TO THE SATISFACTION

0� Tl-iE AlRi) ORT� c:Jti:;TRUCTJOl,1 SITE /i,CCESS 1,ND HAUL ROADS; ACCESS TO THE JOB SiTE SHALL BE VIA SPEC!FIC ROUTE ESTABLIS�IED AT rHE PRE-CONSTRUCTION MEETJNG. ACCESS AND H-'·UL ROUTES tvll'Y CHANGE DURING CONSTRUCTlON AS DIRECTED BY THE RE, THE CONTRACTOR SHALL LOCK GATE AFTER EACH INGRESS/EGRESS. fHE CONTRAClOR SHALL

REPAIR ANY DA�AGE TO ROADS, RESULTING FROM EXECUTING THIS CONTRACT, AT NO

A:)OITIDNAL COST TO THE GOVERNMENT ALL CONTRACTOR VEHICLES AND TRAFFIC

SH·Al_L flE:t6,]N \JJTl--!Jhi THE Lir�!TS OF CONSTRUCT!OI� AREA, STAGING .�REA, OR HAUL f{0!JTES.

STAGING AREA - T�IE CONTRACTOR'S STAGING AREA WILL BE SPECIFIED AT THE

PRE-CONS 1 RLJCT!ON MEETING. THE CONTRACTOR SHALL MAKE PROVISIONS FOR ANY

R[r1u1RFD UTILITIES. THE CCJNTRACTOR SHALL PROVIDE SECURITY FENCE AROUND STAGING �REAS. UPON COMPLETION OF THE PROJECl, THE CONTRACTOR SHALL RESTORE rHE STAGlr;G AREA: JNCLUD!NG THE REPAIR OF EXISTING FACILITIES, rEMOVAL OF UTILITIES, RE-CRADING, TOP SOILING, AND RE-SEEDING COMPLETE TO

T:-:E SATISFACTION GF THE RE.

CUi�TR�CTDR TO ENSURE THAT ALL TRAFFIC OVER EXISTING OR CONSTRUCTED I' 'lOVl:D RDADV:AYS AflE W l TH l N Tl!E DES l CN WE l GHT RANGE OF ROADS Al'JD l S

RES?ONSIGLE FOR REPAIRS OF ANY DAMAGE OR DETERIORATION TO ROADS.

Tt·E CONTFiJ.l.CTOfl SH.L-LL ENSURE TH,<IT ,0,LL DEMOLlTlON-GENERATED SOLID WAS"fES, INCLUO NG TllOSE THAT CONSIST OF ASBESTOS, LEAD, PCB'S, CFC'S OR OTHER

HAZARDOUS CONSTITUENTS, WASTES, SUBSTANCES, OR MATERIALS, THAT CONTAIN

REGULATEG LEVELS, ARE MANAGED TO AVOID CONTAMINATION OF ENVIRONMENTAL

M::DlA .'\I\JD HANDLED AND DISPOSED DF CONS!STENT WITH ALL APPLJCABI.F.

R�:c-:Ji .. 6·-1rn·1s A!ID 1\T Ai\! ENVlRONMENTA.LLY .4PPRO\/ED WA.STE SITE.

\j 1) T' ,-; • � 1 c.:, THE REMOVAL OF AI_L FACILITIES SHALL BE PERFORMED BY THE CONTRACTOR UNLESS

CT�iERW!S[ lNDICAfED ON THE DRAWINGS. ALL AREAS WHERE LANDSCAPING HAS BEEN

REMOVED SH,'\LL BE RE-STABILIZED AND SODDED IN ACCORDANCE WITH NOTES AND

'"' .- r- l ' J C ' ·1· I 'JN c ,:,r'c _ ..._. r .-\ ._ �1"

AL�. LANOSCAPl�G ITREES, SCRUBS ANO GROUND COVER) THAT ARE NOT IDENTIFIED TO �E REMOVED SHAl_L BE PROTECTED !N ACCORDANCE WITH DRAWINGS AND SPfCIF!CATlONS. PilOTECT THE LANDSCAPING IN THE AREA TO THE EXTENT FEASIBLE.

�O LANDSCA�JNG REMOVAL SHALL BE DONE WITHOUT APPROVAL OF THE RE.

SAf CUT EXISTING PAVEMENT TO BE REMOVED TO PROVIDE CLEAN EDGE. AND REPAIR AREAS JF BROKEN PlVEMENT lCCORDINGLY. PAVEMENT REMOVED TG BE HALJI_ED TO A

LICENSED RECYCLER UNLESS OTHERWISE APPROVED BY THE RE.

q, SA{ CUT CONCRETE CURB TO BE REMOVED AT FIRST CONTROL JOINT BEYOND EXTENl

OF REM,JVAL SHOWN ON PLAN.

1 '

2 .

4 •

F'AvEiv1E,1T C-DSURE":, - NrJ RO,\D\ijAY WILL BE CL.OSED WITHOUT APPROVAL OF T;..;E RE, \\'fl i T TEN :�E QUESTS ,-OR CL OSiJflE S AF/[ TCJ BE S1J8M I TTE D TO THE Rl A M ! N [ MUM OF 3

E US I NESS Ot1YS PFl) OR TO CLOSURE, co�:STRJCT]ON LIMITS - ALL CONTRACTOR VEHICLES AND CONSTRUCTION TRAFF IC ARE

RE�UIRED TO S�AY WITHIN THE LIMITS OF CONSTRUCTION WHILE ON THE

CCF:STFlJCT!01� Sil t

:. THESE LlMITS ARE STRICTLY ENFORCED. LIMITS SHALL BE GE:INED aT THE PRE-CONSTRUCTION �EET!NG AND ijAY CHANGE DURING CONSTRUCTION t,'.� D!RECi"EJ BY T:1f: RE. TRAFFIC AS';OC!ATED WITH CONSTRUCTION IS TO USE ONLY

AREAS SHOWN FOR CONSTRUCTION USE.

THE CONTRACTOR SH�LL NOT PERMIT ANY UNAUTHORIZED PERSONNEL OR TRAFFIC ON

·, w. c- • 1·E· I . '� ...) J '

CU>-Tl'<ACTl)fi'S :;ECUFUTY CLE.'.\Ri,NCf: fHE CONTRACTOR'S EM?LOYEES SHALL COMPLY �JTH A�l S�CUR!TY CLEARANCE REQUIREMENTS OF THE CONSTRUCTION CONTRACT AND v;IlH l_J(;\L. AUlr:OlnT!ES.

PROTECTION OF REMAINING ITEMS DURING DEMOLITION

1 •

2.

3.

PROTECT ALL ITEMS DESIGNATED TO REMAIN FROM DISTURBANCES OR DAMAGE DURING

IJEMOLIT!ON.

EXISTING FENCING SHALL BE PROl'ECTED DURING DEMOLITION.

THE CONTRACTC\R SHALL PROTECT ANY PAVEMENT, SIDEWALK, CURB AND GUTTER,

UTILITY STRUCTURES THAT ARE TO REMAIN. THE RE AND CONTRACTOR SHALL FIELD

VERIFY ALL ITEMS THAT ARE TO BE PROTECTED PRIOR TO EACH PHASE OF

DEMOLITION. ANY DAMAGE SHALL BE REPAIRED TO AN EQUAL OR BElrER CONDITION

THAN THE ORIGINAL TO THE SATISFACTION OF THE RE AND AT THE CONTRACTOR'S

OWN EXPENSES.

EROSION CONTROL NOTES

1 •

3.

4.

ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE MOST RECENT

STATE SEDIMENT AND STORMWATER MANAGEMENT REQUIREMENTS.

THE CONTRACTOR SHALL OBTAIN A NPDES STORM WATER PERMIT AS REQUIRED BY THE

STATE.

THE RE MAY DIRECT THE CONTRACTOR TO ADD NEW MEASURES TO CONTROL EROSION

AND SEDIMENT TRANSPORT AT ANY TIME DURING THE PROJECT.

THE CONTRACTOR SHALL L!Mir CLEARING AND LAND DISTLJRBANCE TO THE MINJMLJM

NECESSARY FOR EXECUTING THE WORK INDICATED IN THE CONSTRUCTION DOCUMENTS.

PROMPTLY RE-STABILIZE, DISTURBED AREAS IN ACCORDANCE WITH THE NPDES PERMIT.

CONSTRUCT ALL PERIMETER SEDIMENT CONTROL MEASURES TO INCLUDE BUT NOT

LIMITED TO, SILT FENCE, INLET PROTECTION AND STABILIZE CONSTRUCTION

ENTRANCE IN ACCORDANCE WITH THE NPDES PERMIT PRIOR TO ANY DISTURBANCE,

ALL DISTURBED AREAS ARE TO BE PERMANENTLY VEGETAT!VELY STABILIZED UNLESS

THEY ARE lND!CATED TO BE AN IMPERVIOUS SUrlFACE, [N ACCORDANCE WITH THE

NPDES PERMIT.

AREAS OF STOCKPILED MATERIALS WITHIN THE CONSTRUCTION AREA ARE TD BE

TREATED IN SUCH A MANNER AS TO PREVENT MOVEMENl" OR EROSION RESULTING 1:ROM WiND OR RAINFALL, THE CONTRACTOR IS RESPONSIBLE FOR IMMEDIATE CLEANUP OF

ANY DEBRIS THAT FALLS ON PARKING LOT AND ROADWAY PAVEMENT. CONTRACTO� JS

TO SWEEP ON A DAILY BASIS, ALL ROADWAYS THAT ARE ALONG THE CONTRACTOR S

HAUL ROUTES AND IMMEDIATELY Cl.EANUP MUD OR DEBRIS THAT FALLS ON ANY

PAVEMENT OUTSIDE OF THE CONTRACTOR'S LIMITS OF CONSTRUCTION,

SPREAD WHEAT STRAW ON DISTURBED AREAS DAILY FOR EROSION CONTROL.

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED ONLY WHEN

AUTHORIZED BY THE RE.

SURVEY CONTROL NOTE

'I • THE CONTRACTOR SHALL PROTECT ALL EXISTING MONUMENTS UNLESS NOTED OTHERWISE

ON THE DRAWINGS, ANY MONUMENTS THAT ARE DAMAGED OR DISTURBED SHALL BE

RESET BY A PROFESSIONAL SURVEYOR LICENSED IN T:i[ STATE AT NO ADDITIONAL

COST TO THE GOVERNMENT.

CONTACT LIST

SYSTEM SUPPORT CENTER, SSC

MANAGER - WILLIAM SCHNEIDER

DIRECTOR OF ENGINEERING & MAINTENANCE

COORDINATOR - BILL WILSON

ATCT MANAGER - KRIS TUCKER

�A' 0 c1·-0RE YOIJ D'" L �L en. - , · ,._, KENTUCKY

- MARK DAY

85 9-2 3 3 ·-21-l 06

859-425-3100

859-233-2406

859-254-1292

1-800-752-6007

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GENERAL GRADING NOTES

1 •

2.

3.

4 .

5.

7.

8.

9, THE EXISTING DRAINAGE STRUCTURE SHALL BE MAINTAINED FOR FINAL GRADING.

EROSION CONTROL MEASURES SHALL BE MAINTAINED DURING DEMOLITION AND

RE-VEGETATION.

CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE DRAINAGE TO

DRAINAGE STRUCTURES AND DITCHES. NATURAL FLOW OF SURROUNDING WATERS SHALL

NOT BE DISTURBED DURING CONSTRUCTION.

THE CONTRACTOR SHALL PROPERLY DISPLAY THE LAND DISTURBANCE PERMIT ON THE

SITE AT All TIME DURING CONSTRUCTION.

CONTRACTOR SHALL INCORPORATE BEST MANAGEMENT PRACTICE PRIOR TO ANY

DEMOLITION WORK, ANY DAMAGE TO THE NATURAL RESOURCES SHALL BE RESTORED

BACK TO ITS ORIGINAL STATE AT THE CONTRACTOR'S EXPENSE.

TOPSOIL SHALL BE STRIPPED AND STOCKPILED AS APPROVED BY THE RE WITHIN THE

ENTIRE LIMITS OF THE GRADING AREA OF THE PROJECT. TOPSOIL, WHEN STORED,

SHALL BE KEPT SEPARATE FROM OTHER EXCAVATED MATERIALS. TOPSOIL IN EXCESS

OF THAT REQUIRED FOR PREPARATION OR REPAIR OF NEW OR EXISTING LAWN AREAS,

SHALL BE DISPOSED OF OFF THE SITE BY THE CONTRACTOR AT NO ADDITIONAL COST

TO THE GOVERNMENT.

EXCAVATED MATERIALS THAT MEET THE REQUIREMENT FOR EARTH FILL MAY BE USED

FOR BACKFILL. ALL UNSUITABLE EXCAVATED MATERIALS SHALL BE DISPOSED OF

OFFSITE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

WHEN EXCAVATIONS HAVE REACHED THE REQUIRED DEPTHS, THE EXCAVATED SURFACES

SHALL BE !NSPECTED AND APPROVED BY THE RE BEFORE PROCEEDING WITH FURTHER

CONSTRUCTION IN THE EXCAVATED AREA.

ALL FILLED AREAS SHALL BE COMPACTED TO 95% PROCTOR.

THE CONTRACTOR SHALL FINE GRADE THE AREA TO PREVENT PONDING ON THE SITE.

THE RE SHALL INSPECT AND APPROVE THESE AREAS PRIOR TO FINAL GRADING,

TOPSO!L!NG AND STABIL!ZAT!ON,

10. THE CONTRACTOR SHALL ESTABLISH THE HIGH SPOT AS INDICATED ON DRAWINGS. THE

FINAL DRAINAGE PATTERNS SHALL NOT DIFFER FROM THE EXISTING PATTERNS. THE

MAJORITY OF THE DRAINAGE WILL FLOW TO THE NATURAL PATTERNS.

11. THE CONTRACTOR SHALL GRADE THE AREA TO SHEET FLOW IN ALL DIRECTIONS.

12, THE FINAL GRADE SHALL BE ESTABLISHED TO ALLOW EXISTING TREES TO REMAIN.

ANY DAMAGE TD THIS SLOPE TO BE REPAIR IMMEDIATELY.

13. BACKFILL AND FINAL GRADING SHALL BE SUFFICIENT TO ALLOW FOR SETTLEMENT OF

FILL AND STILL PROVIDE POSITIVE DRAINAGE AWAY FROM THE HIGH POINT AREA.

14. NO SLOPE SHALL BE STEEPER THAN 4H : 1V UNLESS AUTHORIZED BY THE RE.

REV

APPROVED

DATE

DESCRIPTION JCN

DEPARTMENT OF TRANSPORTATION

FEDERAL A V!ATION ADMINISTRATION

REDLINE

DATE

APVD

ATC - TECHNICAL OPERATIONS EASTERN SERVICE AREA

LFXINGTON

E D By SUBMITTED BY

REV! WE

RVR

RUNWAY 04

GENERAL NOTES

BLUE GRASS AIRPORT

APPROVED BY

KY

PROJECT ENGINEER MGR: ENGINEERING - CENTER A

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1. RUNWAY 04/22 BEARING, THRESHOLD LATITUDE/LONGITUDE AND THRESHOLD

ELEVATION ARE BASED ON THE EXISTING AIRPORT LAYOUT DRAWING BY

CRAWFORD, MURPHY & TILLY, INC. CONSULTING ENGINEERS DATED

04/02/2013, THE BASE MAP WS DEVELOPED USING PHOTOGRAMMETRIC

MAPPING DATED MARCH 2012, AN AERIAL PHOTO DATED JUNE 2012, AND A

PREVIOUS AIRPORT LAYOUT PLAN APPROVED MARCH 6, 2009,

2, A LICENSED PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF KENTUCKY

SHALL ACCOMPLISH SURVEYING AND LAYOUT. USE RUNWAY THRESHOLD AND

RUNWAY CENTERLINE AS THE BENCHMARK AND BASELINE FOR RVR. VERIFY

LAT/LONGS AND ELEVATIONS SHOWN AND REPORT DESCREPANCIES TO RE

PRIOR TO STARTING WORK.

3. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THE LOCATIONS OF

ALL UNDERGROUND UTILITIES AND CABLING IN ACCORDANCE WITH

SPECIFICATION 02503, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING

INFORMATION ON THE UNDERGROUND CABLING AND FACILITIES FROM THE

AIRPORT AND THE FAA. DO NOT DIG UNTIL LOCATIONS OF ALL UNDERGROUND

CABLES AND UTILITIES ARE DETERMINED,

4. CONTRACTOR SHALL PROTECT EXISTING AIRPORT UTILITIES, UNDERGROUND

CABLES AND FACILITIES, IF THE CONTRACTOR DAMAGES ANY UTILITIES, HE

SHALL REPAIR AT HIS EXPENSE IN A TIMELY MANNER.

5, SEE LEX-D-RVR04-E001 FOR ELECTRICAL SITE PLAN,

6. SEE LEX-D-RVR04-D001 FOR EXISTING TASKER RVR DEMOLITION PLAN.

PLOT LAYOUT PLAN LEGEND

--------- PROPERTY LINE

---�· -CONT- EXIST. CONTROL CABLE

----E EXIST. POWER CONDUCTOR

TSA TAXIWAY SAFE AREA

TOFA TAXIWAY OBJECT FREE AREA

RSA RUNWAY SAFE AREA

ROFA RUNWAY OBJECT FREE AREA

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DEPARTMENT OF TRANSPORTATION

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RVR SITE PLAN

LEXINGTON BLUE GR.ASS AIRPORT

! REV!EWED BY

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1. CONTRACTOR RESPONSIBLE FOR SURVEYING ELEVATION OF RUNWAY

PERPENDICULAR TO PROPOSED RVR LOCATION TO MAKE SURE THE RVR

SENSOR IS THE MINIMUM HEIGHT ABOVE RUNWAY AS INDICATED ON

DRAWING LEX-0-RVR04-S003, DETAIL 1.

2. CONTRACTOR SHALL STABILIZE ALL DISTURBED AREAS <OUTSIDE OF

GRAVEL LIM!TSJ WITH SOD.

PLOT LAYOUT PLAN LEGEND

------ --- PROPERTY LINE

----CONT EXIST. CONTROL CABLE

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NOTES

1. THE SURFACE COURSE FOR THE GRAVEL ROADS AND TURNAROUND AREAS SHALL BE

COMPOSED OF CRUSHED OR PARTIALLY CRUSHED COARSE GRAVEL BONDED WITH CLEAN

GRANULAR MATERIAL OR BOTH. GRAVEL SHALL COMPLY WITH SPECIFICATIONS AND SHALL

BE SIMILAR TO THE FOLLOWING GRADING REQUIREMENTS WHEN TESTED IN ACCORDANCE

WITH ASTM C 117 AND C 136:

4 .

5.

A. SIZE PERCENT BY WEIGHT PASSING SIEVES

1 /2 INCH 1 00

3/8 INCH 85 TO 1 00

NO. 4 10 TO 40

NO. 8 0 TO 10

NO. 1 6 0 TO 5

B, THE FINAL GRADATIONS DECIDED ON WITHIN THE LIMITS DESIGNATED IN THE

ABOVE TABLE SHALL BE WELL-GRADED FROM COARSE TO FINE AND SHALL NOT

VARY FROM THE LOW LIMIT ON ONE SIEVE TO THE HIGH LIMIT ON ADJACENT

SIEVES, OR VICE VERSA.

C. THE AMOUNT OF THE FRACTION OF MATERIAL PASSING THE NO. 15 SIEVE SHALL

NOT EXCEED ONE-HALF THE FRACTION PASSING THE NO. 8 SIEVE.

D. THE SELECTION OF ANY OF THE GRADATIONS SHOWN IN THE ABOVE TABLE SHALL

BE SUCH THAT THE MAXIMUM SIZE GRAVEL USED IN THE GRAVEL COURSE SHALL

BE NOT MORE THAN TWO-THIRDS THE THICKNESS OF THE COURSE BEING

CONSTRUCTED.

E. THE PORTION OF THE FILLER AND BINDER, INCLUDING ANY BLENDED MATERIAL,

PASSING THE N0.8 SIEVE SHALL HAVE A LIQUID LIMIT NOT MORE THAN 25,

AND A PLASTICITY INDEX NOT MORE THAN 6 WHEN TESTED IN ACCORDANCE WITH

ASTM D 4318.

PRIOR TO GRAVEL INSTALLATION, A MINIMUM 3 INCHES OF TOP SOIL SHALL BE

STRIPPED OF DELETERIOUS MATERIAL, LOOSENED AND HARROWED, AND THEN COMPACTED

TO 98 PERCENT MODIFIED PROCTOR DENSITY AT NEAR OPTIMUM MOISTURE CONTENT IN

ACCORDANCE TO ASTM D 1557. COMPACTED SOIL SHALL NOT BE PLACED IN GREATER

THAN 6" LIFTS BEFORE ROLLING AND TAMPING.

PRIOR TO GRAVEL INSTALLATION, APPLY A WATER SOLUBLE SOIL STERILANT. THEN

INSTALL A GEOTEXTILE FABRIC MARAFI 500X WITHIN THE ENTIRE ACCESS ROAD,

WALKWAY AND MAINTENANCE AREAS. GRAVEL SHALL BE GRADED TO SLOPE A MINIMUM OF

1/8" PER FOOT (1%) AWAY FROM STRUCTURES.

BOTH GRAVEL COURSE (BASE OR SURFACE, AS APPLICABLE) AND SUBGRADE SHALL BE

COMPACTED TO 98% MODIFIED PROCTOR DENSITY AT NEAR OPTIMUM MOISTURE CONTENT

IN ACCORDANCE WITH ASTM D 1557,

TYPE I PORTLAND CEMENT CONCRETE SHALL DEVELOP 3000 PSI IN TWENTY EIGHT (28)

DAYS AND A MAXIMUM SLUMP OF 3 INCHES, MAXIMUM GRAVEL SIZE SHALL BE 3/4 INCH.

EXCAVATE TO A DEPTH OF 4" EXTENDED OUT 5 FEET FROM SIE FOUNDATION ON ALL

SIDES. COMPACT, STERILIZE, ADD VEGETATION CONTROL FABRIC, AND BACKFILL WITH

CRUSHER RUN (CR-610) GRAVEL .

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NOTES

1. THE TASKER RVR SHALL REMAIN IN OPERATION UNTIL THE NEW PC-BASED RVR

HAS BEEN COMMISSIONED, ALLOW UP TO 6 MONTHS AFTER CONSTRUCTION HAS

BEEN COMPLETED BEFORE TASKER RVR DEMOLlTJON.

2, CAREFULLY REMOVE THE EXISTING TASKER RVR TRANSMISSOMETER AND

RECEIVER ASSEMBLIES AFTER THE NEW PC-BASED RVR HAS BEEN

COMMISSIONED. DELIVER THE ASSEMBLIES TO THE SSC FOR DISPOSAL

ACCORDING TO THE RVR NAS DISPOSITION PLAN.

3, DISMANTLE EXISTING TWO TASKER RVR TOWERS. THE METHOD OF DISMANTLING

OF THE TOWERS, SHALL BE DETERMINED AFTER RESULTS OF LEAD TESTING

ARE KNOWN, (SEE SPECJFICATIONSl, PLACE TOWERS IN PLASTIC AND

DISPOSE OFFSITE AT A METAL RECYCLING OR HAZARDOUS RECYCLING

FACILITY BASED ON LEAD TESTING.

4. THE TERMINATION POINT OF ALL ABANDONED UNDERGROUND CABLE SHALL BE

DOCUMENTED ON THE AS BUILT DRAWINGS WITH DIRECT REFERENCE TO A

FIXED POINT. ALL CONDUCTORS OF ABANDONED CABLE SHALL BE GROUNDED

AT BOTH ENDS OF THE CABLE, INSTALL GROUND ROD AT CUT END OF

ABANDONED CABLE PER FAA-SO-STD-71.

5, REMOVE FOUNDATION PIERS, GROUNDING RODS, ETC TO A MINIMUM 2 FEET

BELOW GRADE.

6, SITES SHALL BE BACKFILLED, GRADED AND SODDED AS SHOWN ON DWG

LEX-D-RVR04-C002.

7. DISPOSE OF ALL DEBRIS: TOWERS, FOUNDATION CONCRETE, AND ALL

MISCELLANEOUS ITEMS TO A PROPER OFFSITE DISPOSAL FACILITY, OR AS

RECOMMENDED BY RE OR AIRPORT AUTHORITY.

B. EXISTING POWER AND COMMUNICATIONS CABLES AND CONDUIT TO BE

ABANDONED.

9, REMOVE GRAVEL, RAILROAD TIES, FROM EXISTING RVR SITE .

10. FOR GENERAL NOTES, SEE DWG LEX-D-RVR04-G045.

11. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THE LOCATIONS OF

ALL UNDERGROUND UTILITIES AND CABLJNG IN ACCORDANCE WITH

SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING

INFORMATION ON THE UNDERGROUND CABLING AND FACILITIES FROM THE

AIRPORT AND THE FAA. DO NOT DIG UNTIL LOCATIONS OF ALL UNDERGROUND

CABLES AND UTILITIES ARE DETERMINED. KENTUCKY 811 1-800-752-6007

OR 81 L

I-

F

12, CONTRACTOR SHALL PROTECT EXISTING AIRPORT UTILITIES, UNDERGROUND E

C,\BLES AND FACILITIES, IF THE CONTRACTOR DAMAGES ANY UTILITIES, HE

SHALL REPAIR AT HIS EXPENSE IN A TIMELY MANNER.

13. SEE DWG LEX-D-RVR04-E001 FOR ELECTRICAL SITE PLAN.

14. AFTER COMPLETE INSTALLATION AND TESTING OF NEW PC-BASED RVR, THE l.4 EXISTING ITEMS ARE INCLUDED IN REMOVAL, �

15, CONTRACTOR SHALL FOLLOW HAUL ROUTE DEFINED BY THE RE AND/OR LOCAL

AIRPORT AUTHORITY. CONTRACTOR SHALL TAKE EVERY PRECAUTION TO

PREVENT TRACKING SOIL OR THE FLOW OF MUD ONTO THE RUNWAY AND

TAXIWAYS. CONTRACTOR SHALL WASH VEHICLE TIRES PRIOR TO ACCESSING

THE RUNWAY AND TAXIWAY AND INTERCEPT SEDIMENT-LADEN RUNOFF AND

DIRECT !T INTO AN APPROVED SEDIMENT TRAP, SEDIMENT BASIN, OR OTHER C

RETENTION AREA FOR LATER REMOVAL AS NEEDED OR WHEN REQUESTED BY THE

RE, ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM

VEHICLES OR SITE ONTO RUNWAYS AND TAXIWAYS MUST BE REMOVED

IMMEDIATELY.

16. REFER TO THE KEPSC "KENTUCKY EROSION PREVENTION AND SEDIMENT

CONTROL FIELD GUIDE" FOR ADDITIONAL GUIDANCE. -

17. BEFORE RVR IS REMOVED, CONTRACTOR WILL COORDINATE CLOSELY WITH

AIRPORT AND LOCAL AUTHORITIES CONCERNING REMOVAL AND DISPOSAL. THE

AIRPORT MANAGER ALONG WITH THE CONTRACTOR WILL DECIDE WHERE TO

DISPOSE OF THE EXCESS GRAVEL TO BE REMOVED.

C

REV APPROVED

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TASKER RVR CONCRETE DEMOLITION

LEXINGTON

RE IEWED By SUBMITTED BY V

BLUE GRASS AIRPORT

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