enton paducah bank building cases/2019-00149...jul 22, 2019 · sewa requested that the main water...

W. DAVID DENTON J. RONALD JACKSON, MBA, CPA WILLIAM E. PINKSTON LISA H. EMMONS GLENN D. DENTON* JACKIE M. MATHENY, JR. ANNR.MYRE HOLLY M. JONES ALEXANDER D. BLACKWELL *Also Licensed to Practice in Illinois

July 19, 2019

ENTON WFIRM

KENTUCKY PUBLIC SERVICE COMMISSION ATTN PSC DOCKET STAFF 211 SOWER BLVD FRANKFORTKY 40601

Re: Filing in Case No.: 2019-00149 Application of SBA Towers IX, LLC Site Name: Shopville Relo

Dear PSC Docket Staff:

PADUCAH BANK BUILDING 555 JEFFERSON STREET

SUITE 301 P.O. BOX969

PADUCAH, KY 42002-0969

PHONE (270) 450-8253 FAX (270) 450-8259

www.dentonfirm.com

RECElVED JUL 2 2 2019

PUBLIC SERVICE COMMISSION

Enclosed please find one (1) original and five (5) copies of the SBA Towers, IX, LLC, Notice of Filing ofResponse to public comments of South Eastern Water Association, Inc.

If you have any questions or comments, please do not hesitate to contact me.

Sincerely,

219296

219290

COMMONWEALTH OF KENTUCKY BEFORE THE PUBLIC SERVICE COMMISSION

RECEiVED JUL 2 2 2019

PUBLIC SERVICE COMMISSION

In the Matter of: THE APPLICATION OF SBA TOWERS IX, LLC, A DELAWARE LIMITED LIABILITY COMPANY, FOR ISSUANCE OF A CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY TO CONSTRUCT A WIRELESS COMMUNICATIONS FACILITY IN THE COMMONWEALTH OF KENTUCKY IN THE COUNTY OF PULASKI

SITE NAME: SHOPVILLE RELO

) ) ) ) ) CASE NO.: 2019-00149 ) ) )

NOTICE OF FILING OF RESPONSE TO PUBLIC COMMENTS OF SOUTH EASTERN WATER ASSOCIATION, INC.

Comes SBA Towers IX, LLC (SBA), a Delaware Limited Liability Company, by and

through the undersigned counsel, and hereby tenders its Response to public comments received

from South Eastern Water Association, Inc. A copy of SBA's Response to South Eastern Water

Company Association, Inc.'s public comments, dated June 17, 2019, is attached hereto as

"Exhibit A." As presented in the subject Application and as discussed in the response attached,

there is no ground for denial of the subject Application and substantial evidence supports

approval of the requested Certificate of Public Convenience and Necessity (CPCN).

WHEREFORE, there being no ground for denial ofthe subject Application and

substantial evidence in support of the requested CPCN, Applicant respectfully requests the

Kentucky Public Service Commission:

1. Accept this Response for filing;

2. Issue an Order granting a certificate of public convenience and necessity to SBA to

construct the Wireless Communications Facility and tower at the location set forth in

the subject Application in Pulaski County, Kentucky; and

3. Grant Applicant all other relief to which it is entitled.

Respectfully submitted,

DENTON LAW FIRM, PLLC P.O. Box 969 Paducah, KY 42002-0969 Tel. No.: (270) 450-8253 Fax No.: (270) 450-8259 [email protected]

By: __ --+-_ __,t£-------;_,L---\--+-------Lisa H. -'--"'.!.!JJ.I""H"

ATTORNEYS FOR SBA TOWERS IX, LLC

CERTIFICATE OF SERVICE

I hereby certify that the foregoing has been served by mailing and emailing a true and correct copy to:

OR WIN LAW OFFICE D BRUCE ORWIN ESQ 116 NORTH MAIN ST STE A POBOX716 SOMERSET KY 42502-0716

on the 19th day of July, 201 .

EXHIBIT

A

W. DAVID DENTON J. RONALD JACKSON, MBA, CPA WILLIAM E. PINKSTON LISA H. EMMONS GLENN D. DENTON* JACKIE M. MATHENY, JR. ANNR.MYRE HOLLYM. JONES ALEXANDER D. BLACKWELL *Also Licensed to Practice in Illinois

July 19,2019

VIA EMAIL: [email protected] ORIGINAL VIA: US MAIL

ORWIN LAW OFFICE D BRUCE OR WIN ESQ 116 NORTH MAIN ST STE A P 0 BOX 716 SOMERSET KY 42502-0716

Re: Application of SBA Towers IX, LLC ("SBA '? Kentucky Public Service Commission Case No.: 2019-00149

Dear Mr. Orwin:

PADUCAH BANK BUILDING 555 JEFFERSON STREET

SUITE 301 P.O. BOX969

PADUCAH, KY 42002-0969

PHONE (270) 450-8253 FAX (270) 450-8259

www.dentonfirm.com

Please allow this letter to acknowledge receipt of a courtesy copy of your letter to the Kentucky Public Service Commission submitting comments on behalf of South Eastern Water Association, Inc. (hereinafter SEW A), in regard to the above referenced matter. Therein, SEW A comments regarding its easement and water line in an area of the proposed site. SEW A requests "that access to the proposed cell tower avoid any activity which would disrupt or cause damage to the main distribution line."

It is our understanding that on or around February 2019, representatives of SEWA and/or its attomey(s) conducted site visit(s) in correlation with survey work, and initial site development work, being performed by SBA contractors and/or agents at the proposed site. At that time, SEWA requested that the main water valves be marked on the survey. Additionally, there was some discussion regarding the access road and location of same near the water valve(s), specifically located near the 1155 and/or 1160 elevation line, and the possibility of moving the access road over to accommodate for same.

As noted in the site plans and drawings, Exhibit J (Sheet T-4) to SBA's Application, an additional site survey was performed, on or about March 27, 2019, and "water valve" was added to the legend. Moreover, the location ofthe existing water valves have been marked and noted in the site plans and drawings, see Exhibit J (Sheet C-3 & C-4), including notes "lines to be noted before commencement of construction activities & great care taken to be avoided."

D. Bruce Orwin, Esq. July 19,2019 Page 2

A review of the site plans and drawings also reveals that the proposed access road has been moved over to accommodate SEW A's concerns regarding same and the water valves. For your convenience, a copy of the site plans and drawings (Exhibit J) filed with SBA's Application is enclosed herein

We believe the above adequately responds to the comments and concerns of SEW A. Please feel free to call or email if you wish to discuss this matter further and/or if we can provide any additional information.

Sincerely, J

Enclosure

cc: Client

[ __ PROJECT SUMMARY .... -1 SITE NAME:

SITE ADDRESS:

JURISDICTION:

COUNlY:

ZONING:

PROPERTY O'NNER:

PHONE:

APPLICANT:

JASON LASKEY

sm: COORDINATES·

LAnTUDE: LONGITUDE: ELEVATION:

OCCUPANCY:

L. CONSTRUCTION TYPE:

L

SHOPVILLE RELO

HWY 80 SOMERSET, KY, 42503

PULASKI COUNTY PULASKI COUNTY

N/A

'MLUAt.t A. & AUDEAN VAUGHT

(606) 219-5879

SBA TOWERS IX, LLC 8051 CONGRESS AVENUE BOCA RATON, FL .33487-1307 OFFICE: (BOD) 487-7483 FAX: (561) 226-3572

(BOO) 487-4722

N. 37' 09' 22.r [GPSl W. 84 · 30' 42. 7~ GPS 1248' GPS

UNMANNED

RAW LAND

ILANDLCfiD .~-] CONSULTING TEAM --]

~==========='====··-l ENGINEERING FIRM:

THE CROSSROADS GROUP, LLC 16590 POTISVILLE PIKE, SUITE A HAMBURG, PA 19526 CONTACT: JEREMIAH D. HOAGLAND PHONE: (484)-660-3055 FAX: (484) 660-3742

SUR\IEYJNG FIRM:

'-41LLMAN SURVEYJNG, INC. 4111 BRADLEY CIRCLE NW, SUITE 240 CANTON, OH 44718 CONTACT: ERINA FORD PHONE: (800)-520-101 0

TELEPHONE COMPANY: TELEPHONE COMPANY: TBD ADDRESS CITY, STAT£, ZIP CONTACT: TBD PHONE: TBD FAX: TBD

PO'HER COMPANY: ELECTRIC COMPANY:SKRECC 126 GARNER SCHOOL HOUSE RD SOMERSET, KY, 42503 CONTACT: BRUCE EMAIL: BRUCEPCSKRECC.COM PHONE' (###) WI-#### FAX, (###) #H#-##11

! I

s SITE NAME SHOP VILLE

RELO S!..ILL.Q,_

KY22841-S

E911 ADDRESS HWY 80

SOMERSET, KY, 42503

PROJECT TYPE 305' SST TOWER

PLAN ORIGINATION DATE 02-27-19

DRIVING DIRECTIONS fROM I OCA! CITY OR NEAREST MAJOR HIGHWAY INTERSECTION·

DIRECTIONS' FROM THE CITY OF SOMERSET, KY TAKE HIGHWAY 80 EAST AND CONTINUE FOR APPROXIMATELY 7 MILES TO 1HE INTERSECTION 1'>1TH 1\>iiTSON ROAO. AT 1HE INTERSECTION TURN LEFT TO CROSS HIGHWAY 80 WEST 1HE 1HE SITE ACCESS ON 1HE LEFT SlOE OF 1HE ROAO.

ALL PERSONS OWNING PROPERTY LOCATED WITHIN 500 FT OF THE PROPOSED TOWER AND ALL PERSONS OWNING PROPERTY CONTIGUOUS TO THE PROPERTY UPON WHICH THE TOWER IS PROPOSED, HAVE BEEN NOTIFIED BY CERTIFIED MAIL, RETURN RECEIPT REQUESTED, OF THE PROPOSED CONSTRUCTION; GIVEN THE COMMISSION DOCKET NUMBER UNDER WHICH THE APPLICATION WILL BE PROCESSED; AND INFORMED OF THEIR RIGHT TO REQUEST INTERVENTION.

-----··------·

SHEET INDEX

Sheet Number Sheet Title T-1 TITLE SHEET

T-2 GENERAL NOTES (1)

T-3 GENERAL NOTES (2)

T-4 TCG - LEGEND ,)" ·:b1 ZONING PLAN

C-1 •. OVERALL SITE PLAN

C-2 '

AB

AC

A/C ADJ A.f.'F. ARCH

APPROX

A.G.L

A.M.S.L.

BD BLDG

BLKG BOT BSIH

BTS

CE" CL CLG

CLR

COL CONC

CONST CONT

CORR

co OIA OBL DEPT DEMO

OIM

DN DR DTL

DWG (E)

EA ELEC

ELEV

EQUIP

EXP EXT

FA

FB FF FH

FIN

FLR FOS

FS FT FTG FW

F.G.

FUT GA GALV

GL

ANCHOR BOLT

ASPHALTIC CONCRETE

AIR CONDtnONING

ADJUSTABLE

ABOVE FINISH FLOOR

ARCHITECTURAL

APPROXIMATELY

ABOVE GRADE LEVEL

ABOVE MEAN SEA LEVEL

BOARD

BUILDING

BLOCKING

BOTIOM

BASEMEN1

BASE TRANSCEIVER

STATION

COURSE(S) CEMENT

CHAIN LINK

CEIUNG

CLEAR

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

CORRIDOR

CONDUIT ONLY

DIAMETER DOUBLE

DEPAR1\4ENT DEMOUTION

DIMENSION

DOWN DOOR

DETAIL

DRAWING

EXISTING

EACH

ELECTRIC

ELEVATION

EQUIPMENT

EXPANSION

EXTERIOR

FIRE ALARM

FLAT BAR

FlNISH FLOOR

FLAT HEAD

FINISH(ED) FLOOR

FACE OF STUDS

FlNISH SURFACE

FOOT, FEET

FD011NG

FlNISH WALL

FINISH GRADE

FUTURE

GAUGE

GALVANIZED

GLASS

ABBREVIATIONS & SYMBOLS

ABBREVIATIONS

GR GRADE

GYP GYPSUM

GFCI GROUND FAULT CIRCUIT

INTERRUPT

GND GROUND

HC HOLLOW CORE

HOW HARDWARE

HTR HEATER

HM HOLLOW ~ETAL

HORIZ HORIZONTAL

HR HT

HV 10 INS INT JT LAM

lBS

LT LA

LNA MFR MAT

MAX MECH

MIN MISC

ML MO

MS MTD MTL

(N)

NIC

NO NTS

0 OA

D.C.

OPNG

OPP PAR TN

PL PLAS

PLY'M:> POC

PROP

PT

R RECD

RD RM RMS

RO

sc SCHEO

SECT

SHT

HOUR HEIGHT HIGH VOLT AGE

INSIDE DIMENSION

INSULATION

INTERIOR JOINT

LAMINA lED

POUNDS

LIGHT

LIGHTNING ARRESTOR

LOW NOISE A~PUFIER

MANUF ACllJRER

MATERIAL

MAXIMUM

MECHANICAL

MINIMUM MISCEU.ANEOUS

METAL LATH MASONRY OPENING

L4ACHINE SCREW MOUN 'TED METAL

NEW

NOT IN CONTRACT

NUMBER

NOT TO SCALE

OVERHEAD

OVERALL

ON CENlER

OPENING

OPPOSITE

PARTITION

PLATE

PLASTER

PLYWOOD

POINT OF CONNECTION

PROPERT'T'

PRESSURE TREATED

RISER

REQUIRED

ROOF DRAIN

ROOM

ROOMS

ROUGH OPENING

SCUD CORE

SCHEDULE

SECTION

SHEET

SIM

SPECS

ss STL

STOR

STRUCT

SUSP

sw swao TH~

TI

SIMILAR

SPECIFICA110NS

STAINLESS STEEL STEEL STORAGE STRUCTURAL

SUSPENDED

SWITCH SWITCHBOARD

lHICK TENANT IMPROVEMENT

TMA TOWER MOUNTED AMPUFIER TDS TOP OF SURF ACE

TS 1UBE STEEL TIP TYPICAL

UNDERGROUND

UNO UNLESS NOTED

OTiiERWlSE VCT VINYL

COMPOSITION

~LE

VERT VERTICAL V.I.F. VERIFY IN F'IELD

VG \IERTICAL GRAIN

W/ WlTH WD WOOD WR WATER RESISTANT

WT WEIGHT XFMR TRANSFORMER

@ AT [ CHANNEL

'i. CENTERUNE L ANGLE It PROPERTY UNE

TIII:->K. ~AFL'l Y FIR$P

Rrw;\mFR YOliR OSH.~

_ TRArl\'11-:G~

GENERAL NOTES ANY SITE THAT IS PROPOS£!) TO BE 5,000 SF. Oft NORE OF DISTURBANCE MUST HAVE EROSION AND SEDIUENTA1100 PLAN ON SITE AT ALL ~NES.

CONSTRUCTION NOTES SftlRII.S£VEJI

1, .uNLESSoOrHEru\!S£ NOTED, ALl STOI'i PERTAINING TO UNO£RCROUNO UUUTIES Ylt!ICH IS ·fOR GENERAL lNF"ORMATION 0!11. Y, AND NAY NOT BE B!oSED ON AN ACTUAL SUBSURFACE LOOATIOO SURVEY. ALL SUBSURFACE INFORMATION SHOWN ON 'IHfSE: PLANS NEEDS. TO BE 'A:RIFTED B'(: lHE PLAN "USER. THE PREPAAffi OP THIS PLAN ASSUMES NO 'R£SPONSIBIUTl' FOil AliO IIAKES NO REPRESa

GENERAL NOTES ~··---~~~~s----r------~~------~----~~~----~~==~~ STRUCTURAL NOTES UTILITIES PAINTING •

[ssAI»:~] 1. AU REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN SBA OR liS DESIGNATED REPRESENTATIVE. 2. AU. WORK PRESENTED ON TiiESE DRAWINGS t.!UST BE COt.APLEltD

UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HAV£ CONSIDERABLE EXPERIENCE IN PERfORMANCE OF WORK SIMILAR TO

.THAT DESCRIBED HEREIN. BY ACCEPTANCE OF' THIS ASSIGN~ENT, THE CONTRACTOR IS ArrESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABIUTY. THAT HE IS KNO'M....EDGEABLE OF' THE WORK TO BE PERFORMED AND TiiAT HE IS UCENSED AND

~~B~~L ~ R~1l~TE~E~5 T~0 D~E ~~f~~:~ai.N THE STATE AND/OR J. UNLESS SHOWN OR NOITD OTHERWISE ON THE CONTRACT

DRAWINGS, OR IN THE SPECIFlCA TIONS, THE F"Ol.LOWING NOlES SHALL APPLY TO THE MATERIALS LISTED HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PROJECT,

4, AlL HARDWARE ASSEI.iBLY 1.4ANUFACTURER'S INS1RUCliONS SHALL BE FOLLOWED EXACTLY AND SHALL SUPERCEDE ANY CONFLICTING NOTES ENCLOSED HEREIN.

5. IT IS THE CON1RACTOR'S SOLE RESPONS!BIUTY TO DElERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF n-lE STRUCTURE AND 1lS COMPONENT PARTS DURING ERECliON AND/OR FIELD MODIFlCA TIONS. THIS INCLUDES, BUT IS NOT UMITED TO. THE ADDITION Of WHATEVER TE~PORARY BRACING, GUYS OR liE DO'NNS THAT 1.1AY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CON'TRACTOR AntR CDI.IPLETION OF THE PROJECT.

6. ALL DIMENSIONS. Et£VA TIONS AND EXISTING CONDITlONS SHD'NN ON THE ORAW\NGS SHALL BE FIELD VERif'IED BY THE CONTRACTOR AND THE TESTING AGENCY PRIOR TO BEGINNING ANY t.AATERIALS ORDERING, FABRICATION OR CONSTRUCliON WORK ON THIS PROJECT. ,A.NY DISCREPANCIES SHALL BE IMI.!EDIATELY BROUGHT TO THE ATTENnON OF THE OWNER AND THE OWNER'S ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK. THE CONTRACT DOCU1.1ENlS DO NOT INDICATE THE 1.1ETHOD OF CONSTRUCTION, n.IE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, I.!ETHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, OBSERVATION \llS!TS TO THE SITE BY iHE 0\'iNER AND/OR THE ENGINEER SHALL NOT INCLUDE INSPECliON Of THE PROTECliVE UEASURES OR THE CONSTRUCliON PROCEDURES.

7. All. MA ITRIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM fAULTS AND DEFECTS AND IN CONFOR~ANCE WlTH THE CON'TRACT DOCUMENTS. ANY AND AU.. SUBS111UT10NS ~UST BE PROPERLY APPROVED AND AUTHORIZED IN I'IRITlNG BY 1HE OI'INER AND ENGINEER PRIOR TO INSTALLATION. THE CON1RACTCR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF THE ~A TERIALS AND EQUIPMENT BEING SUBSTITUTED.

B. TI-lE CONTRACTOR SHALL BE RESPONSIBLE FOR INinA TING, MAINTAINING AND SUPERVlSING ALL SAFETY PRECAUTIONS AND PROGRAMS !N CONNECTION WlTH THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS PROJECT AND RELATED WORK COMPUES WlTH ALL APPLICABLE LOCAL, STATE AND FEDERAL SAFETY CODES AND REGUlAliONS GOVERNING THIS WORK.

9 ALL WORK SHALL BE COMPLETED IN ACCORDANCE WlTH THE LAlEST EDITION OF THE LOCAL BUILDING CODE.

10. ALL PROPOSED CELlULAR EQUIPMENT AND flX1URES SHALL BE FURNISHED BY OWNER FOR INSTALLATION 6Y THE CONTRACTOR, UNLESS SPECIFlCALL Y NOTED OTHERWISE HEREIN.

1. DESIGN REQUIREMENTS PER LOCAL BUILDING CODE AND n.IE EfA/nA-222-G STRUCTURAL STANDARDS FOR STEEL ANTENNAS TOWERS AND SUPPORTING SlRUC1URES.

2. S1RUCTURAL STEEL SHAll CONFORM TO THE LATEST EDITION OF A.I.S.C. SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS-AU.QWABLE SlRESS DES!GN AND Pl.AS11C DESIGN INCLUDING THE COMMENTARY AND THE A.I.S.C, CODE OF STANDARD PRAC11CE.

3. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM AJ6. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM ASJ GRADE 8. ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRACE 8. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBUES SHAU. BE HOT DIP GALVANIZED AFTER fAEJRfCATION.

4, WELDING SHAll. BE IN ACCORDANCE WlTH THE AI.1ERICAN WELDING SOCIETY (AWS) D.U-96. STRUCTURAL WELDING CODE-STEEL V.'ELD ElECTRODES SHAU. BE E70XX. .

5, ALL COAXIAL CABLE CONNECTORS AND lRANSMITIER EQUIPMENT SHALL BE AS SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. lHE CONTRACTOR SHALL FURNISH ALL CONNECliON HARDWARE REQUIRED TO SECURE THE CABL£5. CONNECTION HARDWARE SHALL BE STAINLESS STEEL

6. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH, CONTRACTOR SHALL vt.RIFY NORn.l AND INFORM O'WNER OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION.

7. AU. CAST IN PLACE CONCRETE SHALl BE MIXED AND PLACED IN ACCORDANCE WITH THE REOUIRE~ENTS OF ACI JfB AND AC1 301, AND SHAU HAVE A 2B DAY MINlUU1.1 COI.4PRESSIVE STRENGTH OF JOOO PSI (U.O.N.). CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL UNLESS OTHERWISE NOTED. 1.11NIMUM CONCRETE COVER SHALL BE J INCHES UNLESS On1ERV.1SE NOTED.

8. AlL REINFORQNC STEEL SHALL CONFORM TO ASTM 615 GRADE BO, DEFORMED BILLET STEEL BARS. WELDED 'MRE FABRIC REINFORCING SHALL CONfORM TO ASTM AfBS.

9. THE FABRICAllON AND ERECTION Of STRUCnJRAL STEEL SHAll. CONFORI.1 TO THE LATEST A.I.S.C. SPEQfiCATlONS.

10. ALL CONNECTlONS NOT fULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY THE STEEL FABRICATOR IN ACCORDANCE WITH A.I.S.C. SPECIFICA noNS.

11. HOT-DIP GALVANIZE llEI.!S SPECIFIED TO BE ZINC-COATED. AFTER FABRICAliON 'MiERE PRACTICAL. GALVANIZING: ASTM A 12J, ASTI.! A 15J/A 153U OR AST\1 A 65J/A 65JM, G90, AS APPUCABLE.

12. REPAIR DA~AGED SURFACES 'MTH GALVANIZING REPAIR METHOD AND PAINI CONFORI.liNG TO ASTM A 78D OR BY APPUCATION OF SliCK OR THICK PASTE MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF GALVANIZING. CLEAN AREAS TO BE REPAIRED, AND REMO~ SLAG FROM WELDS. HEAT SURFACES TO YlHICH SliCK OR PASTE IAATERIAL JS APPUED WlTH A TORCH TO A TEMPERAWRE SUFFlCIENT TO MELT THE METALLICS. IN snCK OR PASlE, SPREAD \AOLTEN MATERIAL UN!FORI.1LY OVER SURFACES TO BE COATED AND WlPE OFF' EXCESS MATERIAL

1J. CONTRACTOR SHALL FOLLOW lHE MANUFACTURER'S INSlRUCliONS/ SPECIFTCATIONS IF NO INfORMATION IS CONTA!NED IN THESE PLANS OR IF THE ~ANUFACTURER'S SPECiflCA 1lONS ARE STRICTER.

14. ALL S'TRUCTURES, STRUCTURAL DETAILS AND STRUCTURAL SPECiflCA TIONS DEPICTED ON THIS PLAN SET ARE DESIGNED BY OTHERS. THEY ARE PROVIDED FOR LOCATION AND GENERAL REFERENCE ONLY. ALL REGULATORY AND DESIGN OBUGATJONS ARE THE RESPONSIBILITY OF THE S1RUCTURAL ENGINEER. lHE CROSSROADS GROUP, LLC. ASSU~ES NO RESPONSJBIUTY OR UABIUTY ASSOCIATED Wllt1 THE DESIGN OBUGAnONS OF THE

1. CONTRACTOR SHAll. CONTACT A SUBSURFACE UliLITY LOCATOR FOR 1. CONTRACTOR TO COORDINATE PAINnNG REOUIREI.1ENTS WITH OWNER. LOCAliON OF EXISTING UTlUTIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVlliES. LOCAliON OF EXISTING: SEYlER, WATER LINES, GAS LINES, CONDUITS OR OTHER STRUCTURES ACROSS, UNOERNEA 11-l, OR OTHERWlSE ALONG THE UNE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND IF SHOWN ARE ONLY APPROXIMATELY CORRECT. CONTRACTOR ASSUMES SOLE RESPONSIBIUTY FOR VERIF"YlNG LOCATION AND ELE\IAliON OF ALL UNDERGROUND UTIUliES (INCLUDING TEST PITS BY HAND IF NECESSARY) IN AREAS OF CONSlRUCTlON PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCAliON OR ELEVATION IS DIFFERENT FR01.1 THAT SHOYJN ON THE PLANS, OR IF 'THERE APPEARS TO BE A CONFUCT.

2. CONTRACTOR SHALL COORDINAlE ALL UTILITY CONNECTIONS WITH APPROPRIATE U11LITY OWNERS AND CONSTRUCnON I.!ANAGER.

J. DAMAGE BY THE CONTRACTOR TO UliUllES OR PROPERTY OF' OTHERS, INCLUDING EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY lHE CONlRACTOR DURING CONSTRUCTlON SHALL BE REPAIRED TO PRE CONSlRUCTION COND!nONS BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CUENT. FOR GRASSED AREAS, SEED AND MULCH SHALL BE ACCEPTABLE ..

4. THE CONTRACTOR SHAU. COORDINATE WITH THE OWNER THE REQUIRE~ENTS FOR AND Ulo!ITS OF OVERHEAD AND/OR UNDERGROUND ELECTRICAL SERVICE.

5, THE CONTRACTOR SHAll. COORDINATE THE LOCAliON OF NEW UNDERGROUND TELEPHONE SERVICE WITH THE TELEPHONE UTIUTY AND lHE OWNER'S REQUIREMENTS.

li. ALL UNDERGROUND UTIUnEs SHALL BE: INSTALLED AND lESTEO SAnSFACTORY PRIOR TO COMMENCING ANY PAVING OPERAliONS WHERE SUCH UnLITlES ARE YdlHIN THE UMITS OF PAVEMENT.

2. PAINT COLORS SHALl BE SELECTED TO 1.1ATCH EXISTING COLORS AND TEXTURES.

J. PROVIDE THE BEST QUAU1Y GRADE OF COAliNGS AS REGULARLY MANUFACTURED BY APPROVED PAINT MATtRIAL IJANUFACTURERS. MATERIALS NOT DISPLAYING THE MANUFAC1URER'S IOENliFlCAliON AS A STANDARD, BEST-GRADE PRODUCT 'MLL NOT BE ACCEPTABLE.

4. PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER AS THE FINISH COATS. USE ONLY THINNERS APPROVED BY THE PAINT MANUFAClURER AND USE ONLY WITHIN RECO~MENDED LIMITS.

5. COMPLETELY COVER TO PROVIDE AN OPAQUE, SI.IOOnl SURFACE OF UNIFORM FINISH, COLOR, APPEARANCE, AND COVERAGE. CLOUDINESS, SPOTTlNGS, HOLIDAYS, LAPS, BRUSH MARKS. RUNS, SAGS, ROPINESS, OR OTHER SURFACE I~PERFECliONS WILL NOT BE ACCEPTABLE.

fERROUS METALS SHOP PRIMED

TOUCH-UP COAT - RED OXIDE METAL PRIMER FlNISH COATS - SEMI-GLOSS-ALKYD ENAMEL

SBA CONSTRUCTION REQUIREMENTS

1. AWARDED CONTRACTOR WILL BE REQUIRED TO S!GN AND RETURN A COPY OF AN AWARD l..ETlER FOR SBA.'S FIL£,

2. CONTRACTOR WILL BE REQUIRED TO PROVIDE PROOF OF UCENSE TO PERFORM WORK IN JURISDICTION AT TildE OF' 810 AWARD.

3. CONTRACTOR 'MLL PROVIDE A CONS1RUCTION SCHEDULE PRIOR TO CONSTRUCTION STARTING AtiC.. WILL PROVIDE UPDATE/CHANGES (WITH EXPLANATIONS) TO lHAT SCHEDULE YvHEN/IF ITEMS ARE

1-STOR--.. -~---c::..::..o._N..:S...:T.c.R...:U..cc:...T...:I.::.O.c.N_N-'O-T_E_s _____ _, 4. gg~f.{~~?l ~~~~~ \~rro:,~~~'bofo 's'ta~?f~fJ]C rrsr • ~·~ RESULTS WllH CLOSE OUT BOOK.

1. UNLESS OniERWISE NOtED, AU.. STORl.l SEwt:R INLETS SHALL 5. CONTRACTOR YlllL BE RESPONSIBLE TO PROVlDE SBA PROJECT CONFa1M TO DEPAR'NENT OF TRANSPORTATION STANDARDS. ~~~~g~~S ~~ ~~~T~~-THE MAJOR CONSTRUCTION

2. UNLESS 01HER\111SE NOlED, ALL STORM SEY!rn PIPING s-tALl. BE 6. CONTRACTOR WILL BE RESPONSIBLE TO ASSIST IN COORD!NA TING ~~~~~T c:~~st~~ ... ~~ ~"l*o~~ORM TO AND OBTAINJNG PRI\AARY POYrm TO THE SITE PRIOR TO TOWER

J. UNLESS Oll-IER\\1SE NOlED, ALL CC»>lCRETE ENDWAU.S SHALL EREC110N, AS WELL AS TELCO SERVICE BEFORE PROJECT COHFCfiM TO DEPARll.IENT OF TRANSPORTAllON STANDARDS, "OiE ~~~~~~NOT~TI~~ ~~ N~~~r;S~~ EUT~~:v COMPANY TOP Of WALL ELEVATION FOR All ENDWAL.LS SHALL CONFORM TO 7, CONlRACTOR WILL HAVE A REPRESENTATIVE ON A YtEEKLY ~ ~~or~~~,:E~~~~l;~s~·NJ~~~y CONFERENCE CALL TO PROI/IOE SBA WITH SITE SPECIFIC UPDATES. FOR GRADING, lHE •SPEaAL• TOP OF WALl. Et.EVAllON SHAlL BE CURRENTLY, THIS CONFERENCE CALL IS HELD EACH ANQ. EVERY NOTED ON THE PLANS. lHURSDAY AT 4 PM (EASTERN TIME).

4. ~E TOP OF GRATE fl.EVATIOO FOR ALL CURBSDE STORN SEWER 6. ~~~fc~CJ~; ;~oA~~ .JJE~.REPARED FOR RANDO~ SBA SAFETY INLETS IS FOR n.IE CENTER a:' THE INL..ET AT THE FACE OF CURB. 9. CONlRACTOR IS EXPECTED TO MAINTAIN PROPER WORKING ~~ ~~C~TH~f~.ROJECT THE ROADWAY GRADE ALONG CONDITIONS AND PROCEDURES PER OSHA STANDARDS AT AlL

s. ~u~~ ~Yt£~~o~s~~c~~~PEFRs~OP~~ OF 10. B~~.fRAcToR 'MLL BE REQUIRED To OBTAIN THE NECESSARY CALCULATED BASED ON THIS LENGTH. ~Ts~~{5:.ERMITS AND INSPECTIONS AS REQUIRED BY

11. ACCESS TO lHE PROPOSED WORK Snt: MAY BE RESTRICTED. lHE CONTRACTOR SHALL COORDINATE INTENDED CONSTRUCliON ACliVITY, INCLUDING WORK SCHEDULE AND MATERIALS ACCESS WlTH TI1E RESIDENT LEASING AGENT FOR APPROVAL.

GEN£RAL COOSTRUCllON: 11. CONTRACTOR IS EXPECTED TO CLOSE-OUT THE JOB SITE AS

1-----------------------j 1. THIS PLAN ~TArNS PREUMlNARY INFORMATION PERTAINING TO ~~~Kii'~~Gp~!!~~Eb~g~~~~~~~\;~~~~~TE OF OCCUPANCY PERMITS UNDERGROUND UllUTIES 'ti!HICJ-1 IS FOR GENERAL INFORWATION SIGN-OFf/CHECKLIST APPROVAL ON lHE Silt).

STRUCTURAL ENGINEER.

12. RADIO EQUIP~ENT INSTALl..AliON SHALL BE lN ACCORDANCE WITI-i THE MANUFACTURER'S SPECIF1CATlONS. 1. CONTRACTOR SHALl SECURE ALL NECESSARY PERidllS FOR THIS

f---------G-:R-:--A-D-IN-G----------1 ~~~~~~~ ~~~:~)PPliCABLE GOVERNMENTAL AGENCIES. (NOT

f----------------------1 2. ANY PERMITS WHICH lrJUST BE OBTAINED SHALL BE THE l. THE CONTRACTOR SHALL REWORK (DRY, SCARIFY, ETC.) AlL CONTRACTORS RESPONSIBIUTY. 1HE CONTRACTOR SHAU BE

~ATERIAL NOT SUITABLE FOR SUB GRADE IN 115 PRESENT STATE. IF RESPONSIBLE FOR ABIDING BY AU. CONDITIONS AND REQUIRE~ENTS

~~~~~~~LSHAA~U~~~~RuKfN~1:E~:i~~lAU~~~JA~~L~~N WI~ OF THE PERMilS. (NOT SUPPUEO BY OWNER) APPROvED MATERIAL AT HIS EXPENSE. ALL SUB GRADES Sf-iALL BE J. AU WORK SHAlL BE IN ACCORDANCE WITH LOCAL CODES AND lHE PROOF ROLLED WITH A FULLY LOADED TANDEM AXLE DU~P TRUCK LATEST APPUCABL£ CODES AND STANDARDS. PRIOR TO PAVING, ANY SOFT MATERIAL SHALL BE REWORKED OR REPLACED, 4, THE CONTRACTOR SHAll. NOTIFY THE APPUCABLE JURISDICTIONAL

2. 1HE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, ~~~~jN~og~~Q~:TR~r~o~~GINEER 24 HOURS PRIOR TO TI1E AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTIL WORK IS ACCEPTABLE BY THE O'HNER. THE CONTRACTOR IS 5. CONTRACTOR RESPONSIBLE FOR CLOSING AND FlUNG ALL F'ERI.11TS ~~;~~:~~B~~OC~~~ ~NA~~~~~BC~U~~~D~~O~~ILURE TO ~AINTAIN ASSOCIATED WITI-l SITE.

::5, ALL MATERIALS AND WORKMANSHIP SHALl.. BE WARRANTED FOR ONE (1) YEAR FRO~ DATE OF ACCEPTANCE.

4. ALL DIMENSIONS SHALL BE VERifiED WITH THE PLANS (LATEST REVlSION) PRIOR TO COMMENCJNG CONSTRUCnON, NOliFY n-IE OYmER II.A\.iEDIATELY IF DISCREPANCIES ARE DISCOVERED. THE CONTRACTOR SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL TJirJES 'MiEN WORK IS BEING PRE FOR~EO. A. DESIGNATED RESPONSIBLE EMPLOYEE SHAU BE AVAILABLE FOR CONTACT BY GOVERNING AGENCY INSPECTORS.

~LY, AND MAY NOT BE BASED ON AN ACl\JAI... SUBSURFACE 12. CONTRACTOR WILL PROVlDE A COI.lPLETED TOI'tER HEIGHT l.OCAT10N SUR\'EY. AU.. StiBSURFACE INFORMAliON SHOWN ON VERIFICATION fORM AND TAPE DROP WlTHIN 24 HOURS Of THESE PLANS NEEDS TO 8£ \'ERIFIED BY 1'1-lE PLAN USER. lHE REACHING OVERALL HEIGHT. PREPARER OF THIS PLAN ASSlJijES NO RESPONSIBIUTY FOR NiD 1J. CONlRACTOR Yr'!LL UTIUZE AU. OF THE SEJA PROVIDED UAKES NO RE?RESENTA11DN OR WARRANTlES AS TO THE DOCU~ENTATION INClUDING BUT NOT UI.!ITED TO: TOYIER ACCURACY CE THE LOCATION CE' UNDERGROUND UliUTIES OR CONSTRUC110N ACCEPTANCE CHECKUST, CONSTRUC110N SCHEDULE, OTHER UNDERGROUND FEATURES. THE PLAN USER SHAll. CONSTRUCTION CLOSE-OUT LIST&: TOWER HEIGHT VERIFICAnON. EXECUlE A PA ONE CALl. PRIM TO ANY EXCAVATION ON THE 14. CONTRACTOR IS RESPONSIBLE fOR CONCRETE COI.!PRESSJON SITE. TESTING.

2. All CONSTRUCliON SHALL CCHFORM TO COUNTY STANDARDS AND 15. CONTRACTOR IS RESPONSIBLE fOR GROUND lo!EG TESliNG. SPE'CnCATIONS OR DEPARntENT Of lRANSPORTATION STANDARDS. 16. CONTRACTOR IS RESPONSIBLE FOR ALL GRADING AND FILL 'M--IICHEVER IS APPUCABLE. COI.lPACTION TESllNG IS REQUIRED AS SET fORTH IN THE GEO

J. TOPSOil SHOULD BE REJ,IO\'ED FROM AU. AREAS OF' CONSTRUCnON TECHNOLOGICAL REPORT PROVIDED BY OWNER. AND STORED SEPARATELY, PRIOR TO BULK EXCAVATION. UPON 17. ALL EL.ECiRIC"-L EQUIPMENT, ELECTRICAL DETAILS AND ELECTRICAL COUPLETION OF CONSlRUCliON, THE TOPSOIL SHOULD BE SPECIF1CA llONS DEPICTED ON THIS PLAN SET ARE OES1GNED BY REDIS1R18Uml ON lHE SITE UNIFORMLY. OTHERS. THEY ARE PROVIDED FOR LOCAliON AND GENERAL

4. All COtfffiACTORS SHALL BE RESPONSIBLE TO INSURE 11-IAT All REF'ERENCE ONLY. ALL REGULATORY AND DESIGN OBUGAliONS TRENai EXCAVA110NS BE ADEQUATELY STABIUZEO AND ACCESSED ARE THE RESPONSIBIUTY Of THE ELECTRICAL ENGINEER. THE IN ACCORDANCE 'MlH TliE OCCUPATIONAL SAFETY AND HEALlH CROSSROADS GROUP, LLC. ASSU~ES NO RESPONSIBIUTY OR ADMIN!STRA110N REQUIREMENTS, tNa.UOING AU FEDERAL. STATE, LIABIUlY ASSOCIATED WITH THE DESIGN OBUGATIONS OF THE AND LOCAL REQUIREUENTS / CODES Of SAF'E PRACnCE AND ELECTRICAL ENGINEER. PROCEDURES.

5. CONTRACTOR SHALL PRE-lEST DESIGN DEPlHS FOR All. SUP'S PRIOR TO INSTAlliNG REI...AlED STRUCTURES OR PERfORMING BUU< EXCAVAllON (REFER TO THE POST CONSlRUCTION STORMWATtR MANAG:ElrAENT PLAN FOR ill BUP AND ASSOOATEO STRUCTURE

~~~~~g~o~~~m ~J~~~N~: ~~ ~~~f~~~~~1 ~~~~RY, THE CONTRACTOR SHALL NOliFY THE PRo.ECT ENGINEER IMWEOIATEL.Y FOR f\JRlHER EVALUAliON. ALl. FIELD CHANGES l.IUST BE RE\1E\IIm AND APPRO...rD BY THE hiUNIOPAUTY AND/OR AGENCY HAVING .lJRISOICliON.

HANDICAPPED REQUIREMENTS

FAClUlY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS NOT REQUIRED.

PLUMBING REQUIREMENTS FAOUTY HAS NO PLUI.IBING.

SBA TOYERS I X. LlC 8051 CON~ESS A~UE

BOCA RATON, FL 33487-1.307 TEl.: (800) .wl7-748l

THE 1Nf0Rt,L.I.110N CONTAINED IN THIS SET Of OOCUWENTS IS PROPRJET,.I,RY

EJ'f W.TlJRE. Nl'f USE OR DISC..OSURE OTHER llWI TW.T WHICH RflATES

TO THE CUENT IS STRICllY PROHIBITED.

SCALE. NTS DRA'Ml BY' JH PlANORIG DATE' 02-27-19

REVISIONS

f-'ROJECl Ne>.

2739

SHOPVlLLE RELO

KY22841-S SlTE t.OORES$~

HWY 80 SOMERSET. KY. 42503

I''LEMM!i.' 11Tt£-L£GENO.OWC

lrSHEETTITLE

II GENERAL NOTES (2)

I[ DRA-r:o3 I "c"" ~---------------------_L ________________________ L_ ______________________ _L ______________________ ~~========~

EXISTING LEGEND

······························-· ·-···· ~v. ..

TRACT BOUNDARY

EXISTING PARCEl UNE TO BE ABOUSHEO

EXISTING RIGHT-OF-WAY

EXISllNG EASEI.IENT

ADJOINING PROPERTY UNE

E:XISl\NG ZONING/TOYINSHIP BOUNDARY

EXISTING WA1ER UNE/SERVICE

EXISllNG STORM SE'M:R UNE/INLET

EXIS'TlNG GAS UNE

EXISTING ELECTRIC UNE (UNDERGROUND)

EXISllNG ELEC'TRIC UN[ (OVERHEAD)

EXISTING SANITARY SE\'.ER UNE/MANHOLE

EXISTING SANITARY LATERAL

EXISTING CURB

EXISTING EDGE Of ROAD {PAVED)

EXISTING SHOULDER (ROAD)

EXISllNG EDGE Of ROAD (UNPAVED)

EXISl\NG DRIVEWAY

EXISTING ROAD CENTERUNE

EXISTING FENCE

....................•.... -. ... _. ___ ··---.:::.~ ·-· .... ··-·· EXISTING CONTOUR

1 1 ABBREVIAnoNs & SYMBOLs

·····- -·-··--···,.«r; •.... ··········- ···-···-~- EXISTING INDEX CONTOUR

SOILS OEUNEA TION UNE

STREAM CHANNEL

0

FEMA OEUNEA TEO FlOODPLAJN

EXISTING GUIDERA!L

EXISTING WOODUNE

EX!SllNG BRUSHUNE

O:!Sl\NG BUILDINGS

EXISTlNG WETI...ANDS

EXIST-DECIDUOUS

EXIST -EVERGREEN

EXIST-HEADWALL

UGHT POST

SIGN

STREET SIGN

unuTY-POl£

IP

BOUND

WAITR VALVE

PROPOSED LEGEND PROPOSED BUILDING

PROPOSED BUILDING - SETBACK UNE

PROPOSED LOT - PARCEL LINE

PROPOSED EASEMENT - UNE

PROPOS£D RIGHT-OF-WAY

PROPOSED ROAD CENTERUNE

PROPOSED ROAD EDGE (PAVED/NO CURB) PROPOSED STORU 5E'N£R - PIPING

--o---o--o---o- PROPOSED FENCE UNE

PROPOSED CURBUNE:

+165.4

e 2 2 2 2 2 z. z 2 t 2 2 2 z 1 +165.4

c:::::::::::::::::::::::::::J

CLEAR SIGHT tRIANGLE

PROPOSED PHASE: UNE

PROPOSED COHCRE1E

PROPOSED RIP-RAP

PROPOSED CONCRETE MONUMENT

PROPOSED UGHT POST

PROPOSED TRAfFIC SIGN

PROPOSED UTIUTY POL£

PROPOSED HEADWALLjl:NOWAU.

PROPOSED INL£T

PROPOSED STORU t.IANHOLE

PROPOSED STORU 5EYI£R LABEL

PROPOSED CONTOUR

PROPOSED CONTOUR INDEX

PROPOSED SPOT ELEVATION

PROPOSED ALTERED TREE LINE

PROPOSED HIGH WATER ELEVA llON

PROPOSED SPILLWAY

PROPOSED SPILLWAY - HATCH

PROPOSED 8ERM - TEXT

PROPOSED 8ERM - SHADE

PROPOSED SERM - OUTLINE

[sBAD)j SBA TOWERS IX, LLC

8031 CONGAESS A'vtNUE BOCA RATON, FL 33487-1307

TEL: (800} 487-7483

THE INfORMATION CONTAINED IN THiS SET Of OOCUIJENTS IS PROPRIETARY

B'r' N4.T\JRE. JHf USE OR DISCLOSURE OTHER nuN TIU.T WHICH Ro..A'IES

TO THE OJENT IS STRICTlY FROHIBITEO.

I NTS 0RAWN9Y; I JH PLANDRIC.DAO~ 102-27-19

REVISIONS

c e-:1: ........ 19 P£R CUtM ~ B e-Oiii-19 KPOES DESIGN

2739 SITE NAME:

SHOPVILLE RELO

SITE NUMBER:

KY22841-S SITEAODFl:ESS:


Fll.ENMIC: TITl.E-L.EGEND.DWC

SHEET TITLE;

TCG - LEGEND

/

\

/ /

/

N/F RC INVLSTMENT LLC

PARCEL: 089-7-0-07 \ \

N/F" & sTACIE 51/ANNO''

WILLIAM VAUGHT 0_2; . oag-7-pARCfL· -

-. ~

--N/F

/ /

EX. PROPERTY UNE

£X. BARN

-THOMAS CHRISTOPHER CARNER &

KATHY FAM LIV TR 089-0-0-02

fl 000 IN FORMA] ON· THE PROPOSED TOWE:R IS LOCATED IN ZONE 'X,' AREAS DETERMINED TO BE OUTSIDE THE 0.2:>.: ANNUAL CHANCE FLOODPLAIN ACCORDING TO FEMA COMMUNITY PANEL 2199C0175 DATED 07 22 2010

\ C'J

\

N/F ~ WILLIAM & AI.IOEAN VAIJGHJ

PARCEL: 0~9:::_7-0-21·

PROPOSED SBA JOS' SST TOWER 309' OVERAU HEIGHT (W/LJGHTN!NG ROD)

nJRNISHED BY OWNER INSTALLED BY CONlRACTOR

(DESIGNED BY OTHERS). SEE DETAIL 1. PAGE C-7

N/F WILLIAM A. & AI.IOEAN VAI.IGHT

PARCEl: 089-7-0-08 08-809, PG-49

UTIUZE EX. DRIVE TO APPROX ROAD STATION

NECESSARY

PROP. 15'

7+55 AND RESTONE AS~

lURN-AR~~~~~:~ ;-·····

N/F BILLY R. & CONNIE VAI.IGHT

PARCEL: 089-7-0-09

H16ftWA '( QQ --·1

~-, r;:z- --~ --· ~ -==--= = ;~EAN VAIJGHT~~ ilr --~- ---- \\ PARCEL: 089-0-0-46 I N/F

HINKLEY FAMIL Y ·1 \

100 200

PROP. 15' TURN-AROUND AREA

Feet

N,/1'" BARNESBURG WATER

ASSOCIA liON, INC PARCEL: 089-7-0-0!

OB-J2a PG-162

N/F WILLIAM A. & AUOEAN VAUGHT

PARCEL: 089-7-0-06 08-809, PG-49

START OF' NEW 12' GRAVEL

ACCESS DRJVE

----------

-------------------~

.,.:_.; .......... .

--

··,...._

NEW SBA 30' UTlUTY

UTIUZE ~ ORivl: TO Al'PROX ROAO jSTAllON 7+55 AND R£STONE AS. NECESSART

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SBA TC\\ERS IX, U.C 8051 ~~ESS A\OIUE

BOCA RATOO, FL 3J4a7-1J07 lEL: (BOO) 487-7453

DRA'M'l5"1';

PLANORIG DATE.

c e-24-li B ~-o9-li A 3-27-li

"· DAlt DESCRIPTlON

SITE NAME.

SHOPVILLE RELO

SliENUMBER;

KY22841-S SIIEAOOI'

lOcATION Of EX, WATER VALVES & LINES TO, BE NOTED BEFORE CO\.lMENCEMENT Of

', CONSTRUCTION ACTlV!nES & GREA 1 CARE TAKEN r'cr BE IWOID£1)-,

so 100 t:::E::::J==:j=:=:=:=:=:=l Feet

START OF' NEW 12' GRA~L ACCESS DRIVE

1170

1165

1160

1155

1150

1145

1140

j

I I

1135,1·-l-

! I , 1130 r-··j

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1105

SSA TO~S IX, U..C 8051 CONGRESS AvtNUE

BOCA RATON, F\. JJ487-1307 m..: (800) 487-7-483

2739 9\TENAt..lE:

SHOPVILLE RELO

SITENUM6ER:

1100 ~--,~,KY,-2_2_8_4_1-_s __ SITE ADDRESS.


1095~,,~,~",~"~ •. --~--~----~ CONSTRUCTlON-SHEETS.OWG

SHEET1lTLE·

PLAN

4+75+00 5+50 8+00 8+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00+25

. ---.. r NEW 58" 30' ACCESS & UTILITY EASEMENT

"'-..-. NEW 12' eRA VEL ACCESS DRIVE. SEE

\..._ ~: ~ DETAIL 1, PAGE C-a

· .. '\: ·"'. \

: "' ":::!:ot:AN YA UGH T . 1: 089-7-o~os, i-809,·. PG-49 . .._ /

I I 1'~0

~

/

(:~r.•.-.;w !!f','.'f_q / ASSOCIA T/ON, INC , '-.,, ,./'PARCEL: 089"c7\0-0i '\ " '" OB-32a PC-f62

'\ / v/

' ..

~ .. ··

"i:oCAllON OF' EX. WATER VAL'vS

~O~~~c~\ ~~TEo BEFORE '" CONSTRUCTION ACT1\1J!ES &

GREAT CARE TAKEN TCt-BE AVOIOtD-.._

---.....

~ d

~

g~ ~~ ill~

' 1215 1215

1210 1210

1205 1205

1200 1200

1195 1195

1190 1190

1185 1185

1180 1180

1175 1175

1170 1170

1165 1165

1160 1160

1155 1155

1150 1150

9+/lll+OO 10+50 11+00 11+50 12+00 12+50 13+1»+25 II

[ssAfm)] SBA TO'M:RS IX, U.C

6051 CONGRESS A'JENUE BOCA RATON, Fl.. JJ4.!!7-1J07

TEt.: (800) 467-748J

THE CROSSROADS GROUI', LI.C www.lh~cluSiiiOUo:ISgrouplle.com

~orni> .. g.PAI0~1~ Po,noo,P• 173~0 IGSiOI"oll•"llol'j~o. ~1¢.~ 11111 &R lftl

I'll ,,_~&tl-JCSS P~ ~7~n.,JU roo4UIIII:J.J711 r .. C8l-OOO·JUl

11-!E INFORr.IATlON CONTAINED IN THlS SEr OF' DOCU~ENIS IS PROPRIETARY

BY W.TURE. m'f USE OR DISCLOSURE OlliER THAN T~T V.'HICH RELATES

TO THE CUEtfr IS ST'AICTlY PROHIBITED

REVISIONS

C !-14-\IJ P~ CUEHT COI,U.IOO'!i

8 &-09-IV

A J-17-1!1 Jro'TlONAL S!T'E SUIM'I'

2739

SHOPVILLE RELO

SITE NUMBER

KY22841-S !>ITEADDRESS


FILENAME. CONSTRUCllON-SHEETS.OWG

PLAN & PROFILE 3 l

II --

/

/

50 ,00

L£3===1=====~ Feet

NEW 12' GRAVEL ACCESS DRIVE, SEE DETAIL 1, PAGE C-6

\ ' \

1265 r ······ ··············~~····· T l 1265 ! ~'"~' ~L __ 1260 1260

1255 1255

1250 1250

1245 1245

1240 1240

1235 1235

1230 1230

1225 1225

1220 1220

1215 1215

1210 1210

1205

12+15+00 13+50 14+00 14+50 15+00 15+50 16+00

SBA TCl'ttERS 1)(, LlC 8051 CONCAESS A\UIUE

BOCA R,•,:T~, F\, 33487-1307 TEl.: (800) 487-7483

• .. .

--. •·,,,

15 30 Feet

/ /

~- -~-. ·-,. -~242~ -PROP~ 4' WIDE GABION WAU. -~~~

··~-- ..

--. . .. ···~

PROPOSED SBA .... , __ . ___ wa:~·-~i!ff!-,

----- ·····- ..

------ --~

····- .. _ ... -~--

···· ......

\ ' \

··-. ...

NOTES: ALL ELECTRICAL EQUJPI.IENT, ELEClRICAL DETAILS AND ELECTRICAL SPECIFICA TlONS DEPICTED ON THIS PLAN SET ARE DESIGNED BY OTHERS. THEY ARE PROVIDED F'OR LOCA llON AND GENERAL REFERENCE ONLY. ALL REGULATORY AND DESIGN DBUGATlONS ARE TiiE RESPONSIBIUTY OF TiiE El£ClRICAL ENGINEER. lHE CROSSROADS GROUP, UC. ASSU~ES NO RESPONSIBIUTY OR UABIUTY ASSOCIATED WITH THE DESIGN 08UGAT10NS OF THE ELECTRICAL ENGINEER.

S8A TDYIERS 1](, LLC 8051 CCJ.Iai:ESS A~UE

BOCA RATON, Fl ~7-1307 m: (aoo} 487-7463

lHE INFORU.ATION CONTAINED IN lHIS SET OF' DOCUMENTS IS PROPRIETAR'f'

BY NATURE. Nff US£ OR DISCLOSURE OTHER 1WH THAT WHICH R£UT£S

TO TliE CUENT IS STRICTlY PROHIBrnD.

SITE NUMBER'

KY22841-S SITEAODAESS:


fiLENAME: CONSffiUCTION-SHEETS.DWG

SHEET ITLE:

ENLARGED SITE PLAN

If OF VzW DISH ELEV.: +260'-0" AGL

'i OF SPRINT ~OUNTlNG PLATfORM ELEV.: +252'-0 .. AGL

It, OF VzW DISH El...EV.: +238'-o• AQ..

f{ OF SPRINT MOUNTING PLATFORM El..EV.: +23&'-o• AGl

ft. CE VzW MOUNTING PLAlfORU El.£11.: +225' o• AGL

NEW SELF SUPPORT TOWER FURNISHED BY OWNER

INSTAUEO BY CONTRACTOR SELF SUPPORT TOWER FOUNDATION

(DESIGNED BY OTHERS)

STRUCTURAL NOTES: 1. STRUCnJRAL CALCULATION PREPARED BY

OTHERS. CONTRACTOR TO COORDINATE 'NITH ANB REPRESENTATIVE TO OBTAIN A COPY.

2. CONTRACTOR TO REFER TO TOWER S'TRUClURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OR MOOIFlCATlON OF TOWER SHAU BE ~ADE WITHOUT APPROVAl OF STRUC1URAL ENGINEER.

EXISTING GRADE ELEV. = 0'- o"

ELEVATION VIEW

290'-o• li' FI£!YRE ANTENNAS ~

l .... ·~ '""'" """"' ·~ PLATFORM FURNISHED BY TENANT INSTALLEO BY TENANT CONTRACTOR

FUTURE TENANT ANTENNA FURNISHED BY TENANT INSTAUED BY TENANT CONTRACTOR

FUTURE ANTENNA MOUNTING PIPE FURNISHED BY TENANT INSTALLED BY TENANT CONTRACTOR

2

NEW ANTENNA MOUNTING PIPE FURNISHED BY lENANT INSTALl£0

BY TENANT CONTRACTOR

FUTURE TENANT ANTENNA FURNISHED BY lENANT INSTALLED BY -reNANT

CONTRACTOR

FUTURE LOW PROFILE ANlENNA MOUNTING PLATFORM

FURNISHED BY TENANT INSTALLED BY TENANT CONTRACTOR

ELEVATION VIEW @ TOP OF TOWER

scALE' N.T.s. 3 ELEVATION VIEW @ UTILITY H-FRAME

14'-o•

4'-0"

TYP

NEW UTlUTY H-FRAME FURNISHED &: INSTAUEO BY CONTRACTOR SEE SHEET E-2. FOR CETAILS

SCALE: N. T.S.

SBA TO'ftERS IX. l.LC 8051 ca.CRESS A'v'O

4

NOTE: 'M:ED CONlROL FABRIC SHALL BE USED UNDER ACCESS DRIVE 'MTH A 36• t,j!NII.IUU OVERLAP. CONTRACTOR SHALL INSTAU FABRIC PER t.IFG. RECOOMENDA TIONS.

REFER TO SITE GRADING PLANS FOR ACTUAL CROSS-SLOPE GRADES

Of JA ~OOIFlEO STOOE SPREAD AND Cet.4PACT

GEOTEXlll£ fABRIC I.IIRAFl SOOX OR APPROVED EQUAL

NOTE: WEED CON1ROL FABRIC SHALL BE USED UNDER ENTIRE PROPOSED GRAVELED AREA 'MlH A 36" \,IINIMUM OVERLAP, CONTRACTOR SHALL INSTALL FABRIC PER ~FG. RECOMMENDATIONS.

SUITABLE UNDIS'TURBED SUBGRADE. REMOVE All. ORGANIC OR UNSUITABLE MATERIAL AND COMPACT TO 90" OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (AS'N D-698)

ACCESS DRIVE DETAIL SCALE: N.T.s. 2 COMPOUND FINISH DETAIL

MIL MIRAFI 500 CONlROL FABRIC OR

APPROVED EQUAL NEW J .. THICK (MIN.) 2A MODIF'lED STONE-SLOPE TO MAINTAIN POSilJVE DRAINAGE, COMPACT TO 90~ OF ll-IE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698)

SCALE: N.T.S. 3 SIGN DETAIL

NOTE: REFER TO SHEET ES-6 FOR EROSION CONTROL DETAILS

EROSION CONTROL DETAIL SCALE: N:T.s. 5 TYPICAL ROAD ENTRY

NOTE: RIP-RAP IS NOT PROPOSED TO BE UTILIZED NO RIP-RAP DETAILS

I FCC #: XXXJOOO( I 4"'x1a• .040 ALUMINUM

i 18"x12• .040

AWMINUM

SCALE: N.T.S.

(sBA~~) SSA TOMRS IX. U.C

6051 ~GRESS AVENUE BOCA RATa.!, ~ Jl4B7-1307

m..: (800) 487-7o483

PROJECT No

2739 SITE NAME:

SHOPVILLE RELO

SIIENUM6t;R

KY22841-S SITE ADDRESS.


FILE NAME' ZDET.OWG

2

INDUSlRIAL BOX HINGES (4) CLASS ~A"

CONCRETE

NOTE: PROPOSED OR EXISTING UllUTlES IN AREA Of GATE INSTAu.ATION SHALL BE FIELD VERIF1ED PRIOR TO CONS1RUCTION.

80'-0" VERIFY :;H SITE PLAN

14'-o"

GENERAL NOTES: 1. INSTAll FENCING PER ASTM F-567 2. INSTALL SWING GAlES PER ASl\1 F- 900 J. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT

SHALL BE COMPUED IF REQUIRED. 4. POST & GAlE PIPE SIZES ARE INDUSTRY STANDARDS. All.

PIPE TO BE GALVANIZED (HOT D!P, ASTM A120 GRADE •A• SlEEL). ALL GAlE FRAMES SHAlL BE WELDED. ALL WELDING SHALL BE COAlED 1111H (J) COATS OF COLO GALV, (OR EQUAL).

5. ALL OPEN POSTS SHALL HAVE END-CAPS. 6. USE GALVANIZED HOG-RING WIRE TO MOUNT ALL SIGNS. 7, AU. SIGNS ~UST BE MOUNTED ON INSIDE OF FENCE FABRIC. 8. a..IUSHR00'-4 ANCHOR & PLUNGER REQUIRED FOR GAlE. 9. UNE POST CONNECTIONS TO BE CAD WELD. CORNER POST

CONNECTIONS TO BE MECHANICAL. 10. CAUTION - RFE SIGN (BLACK, 'fELLOW, \\1-lllE) TO BE

MOUNTED NEAR TOWER LEG W/CUMB!NG CABLE. DO NOT RESlRICT CUMBING ACCESS.

11. 'v'ERIZON WIRELESS SITE 10 SIGN, RFE SIGNS, NOC INFORI.4A110N SIGN AND All OTHER SIGNAGE NOT REFERENCED IN lHIS DRAWING WlLL BE FURNISHED AND INSTALLED BY VERIZON WIRELESS PERSONNEL PER VERIZON WlREL.ESS RFC SIGNAGE &: DEMARCAllON POUCY.

BALLOON REFERENCE NOTES: 0 CORNER, END OR PULL POST: Y 0.0, SCHEDULE 40 PIPE. ® ~~~ ~g;~ ~t~r :Eo~~~;~;HSE~~iio 4f/:A~I:~~ ~;.~O:F6~~.3 • 0 G)

TOP RAIL & BRACE RAIL: 1-5/8~0.0. STANDARD ROUND PIPE, PER ASTM-F1083.

FABRIC: 9 GA CORE WlRE SIZE 2• MESH, CONFORMING TO ASTM-AJ92.

® ®

TIE WIRE: 9 GA ALUMINUM. A SINGLE 'l'fRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS SPACED 12• O.C. POSTS/GATES AND 24• RAILS/MRE.

TENSION WIRE: 9 GA ALUMINUM

(?) ~~~~~ ~R~~. ~o~:.~A~:s~~~;m1/i~ ~~pR:~~~L~R5~ ~~N~~~~ MTH ® 3/16' X J/4' (MIN) FULL HEIGHT STRETCHER BAR. ® ~N;~~go~~ ROD WITH GALVANIZED STEEL IVRNBUCKLE OR DIAGONAL @ FENCE CORNER POST BRACE: 1 5/B• NOMINAL PIPE. @ 1• MAXIMUM CLEARANCE FROM FINISH GRADE. @ FENCE POST FOUNDATION TO BE 1• flNlSH ABOVE FINISHED GRADE @ s• COMPACTED BASE MATERIAL @ flNlSH GRADE SHALL BE UNIFORM AND LEVEL @ WELDED GATE FRAME: 2• 0.0., SCHEOUL£ 40 PIPE, PER AS1M-F10B3, @ GAlE POST 4• 0.0., SCHEDULE 40 PIPE. PER AS1M-f10BJ. @ GATE FRAME BRACE RAIL: 1 1/2• NOMINAL PIPE, PER ASTM-F10B3. ® ~~~~J~o~EN GA 1E HOLDER. @ LOCKING DEinCE @ GEDTEXTILE FABRIC

VERIFY LOCA110N IN FIELD PRIOR TO

® ~?~~0~~[~~~D:]l~~Lb~N ~g~~ ~~~· @ 12• x 18'" RfE N011CE SIGN. @ 1 z• x 18" RFE WARNING SGN. @ 1e• ll 24• lDENilFICA11~ SIGN.

SBA TO'tot:RS 1)(, LlC M51 CONGRESS A~UE

BOCA R"TON, FL 3.3487-1307 l'EI.: (BOO) 487-748.J

THE CROSSROADS GROUP, LLC www.th•cro•uo&dlgrcupllc.oom

SCALE: N.T.S. ORAWIBY. RMR

2739 SITE NAME:

SHOPVILLE RELO

SITENUMOER:

KY22841-S SITE ADDRESS


ZDET.OWG

SHEET TITLE.

CONS"TRUCllON DETAILS -FENCE (I)

DRAWING NO

C-9

1 GATE FACE - WITH HAND HOLES

3 LMUSHROOM STOP DETAIL

}] LATCH ASSEMBLY DETAIL

METAL MUSHROOM STOP INSTALL IJITH SLOT PARALLEL \JITH CLOSED GATES

SCAl£: N.T.S.

SCALE: N.T.S. 4

SCALE: N.T.s. 6 GATE KEEPER DETAIL

FENCE LINE

SCALE: N.T.S. 7 ACCESS DRIVE TURN-AROUND DETAIL SCALE: N.T.S.

SCALE: N.T.s. 6 WIRE BRACKET DETAIL SCALE: N. T.S.

SSA 10\IIERS 1)(, U.C 80!11 CQ-jQAESS A'o'DIUI:

BOCA RATON, Ft 3l4S7-1307 Tn.: (&00) 487-7483

• . . . THE JtiF'ORt.AATlON CONTAINED IN THIS SET OF' OOCUUEMTS IS PROPRIETAA'I'

BY NAl\JRE. Nf'( USE OR OISCLOS\IRt CTHER THNi 11-IAT WHICH RElAID

TO THE: CUENT IS STRICTlY PROHIBITED.

SCALE:

DRAWIIBV.

PROJECl /llo

2739 SlTENAME:

SHOPVILLE RELO

KY22841-S SlTEAODR!;SS.


FILENAME. ZDET.OWG

NEW 15' X 20' GRAVEL TURN-AROUND BOTH SlOES OF DRIVEWAY.

SEE DETAIL 7. PAGE C-10.

NEW SBA 80' )( BO' 7' HIGH CHAIN-UNK FENCED COMPOUND.

SEE DETAIL 1, PAGE C-9.

NEW SELF -SUPPORT TOWER 305' FURNISHED BY OYmER

INSTALLED BY CONTRACTOR (DESIGNED BY OTHERS). SEE DETAIL 1, PAGE C-7.

FIBER SERVICE EXTENSION FROf..l R.O.W., (2) 4• nBER CONDUITS 'MTH

(2) 1-1/4• INNEROUCTS IN EACH CONDUIT TO HANDHOLE

{TO BE DETERMINED)

t==~=r=====sto==========~'oo Feet

CON1RACTOR TO FURNISH &: INSTALl (2)-J. SCH 40 PVC CONDUIT FROI.l H-FRAME TO UllUTY POLE.

PROPOSED MUL Tl-GANG METER AND lELCO H-FRAME, MINIMU~ 5' CLEARANCE TO FENCE

NEW lELCO H-FRAME PROVIDED & INSTAUEO BY CONTRACTOR. SEE DETAIL 4, PAGE E-2

NOTE: UNES SHOWN DO NOT REPRESENT 1HE EXACT LOCA110N OF 1HE CONDUIT RUNS CONlRACTOR TO VERIFY SERVICE LOCATlONS w/ACTUAL FIELD CONDITIONS.

UTILITY NOTES: 1. ALL ELECTRICAL EQUIPMENT, ELECTRICAL DETAILS AND ELECl'RICAL

SPECIFlCAllONS DEPICITD ON THIS PLAN SET ARE DESIGNED BY 011-lERS. 'THEY ARE PROVlDED fOR LOCATION AND GENERAL REFERENCE ONLY. AU, REGULATORY AND DESIGN OBUGAlJONS ARE 1HE RESPONSIBIUTY OF THE El.EC1RICAL ENGINEER. lHE CROSSROADS GROUP, LlC ASSUMES NO RESPONSIBIUTY OR UABIUTY ASSOCIATED Yr'llli THE DESIGN OBUGAllONS Of 'THE EU::CTRICAL ENGINEER.

NEW 12' GRAVEL ACCESS DRIVE. SEE DETAIL 1, PAGE C-8

(2) SElS OF (3) 600 KCMIL IN 4• CONDUIT W/ PULL STRINGS FROM TRANSFORMER TO METER CENTER, 10 LF.±. (VERIFY VOLTAGE DROP: CONDUCTOR· SIZE

~::A~iR~~~ ~~ tE:1NOA~Y ROUTE

GENERAL ELECTRICAL NOTES 1.) ALL ELECTRICAL WORK SHALL CONFORM TO NA TlONAL ELECTRIC CODE. LATEST ADOPlEO EOJTlON, AND LOCAL CODES.

2.) ALL ELECTRICAL MA'TERIALS, EQUIPMENT AND INSTALLA110N PROCEDURES TO CONFORM WITH SBA SPECIFICATIONS.

J.) CONTRACTOR SHALL PERfORM ALL ~RIFICATION TESTS AND EXAMINATION WORK PRJOR TO THE. ORDERING Of' THE ELECTRICAL EQVIP~E:NT AND. TH£ .ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A Y>I

''

PROP. UWIT Of DISllJRBANCE: 1.47 AC.

N/F WILLIAM A. & AUOEAN VAUGHT

PARCEL: 089-7-0-06 OB-809. PG-49

.~·~"~··-:- -

100 200

t::J:H3==~~ ===::::31 Feel

I

LEGEND ---~-NPDES

---TP TP-

--BCFs--· BCFS----12CFS--. 12CFS----1BCFS--1BCFS---- 24CFS-- 24CFS---- 32CFS-- 32CFS--

D

NPDES LINE

1REE PROTECTION/CONST.

B" COMPOST FILTER SOCK

12" COMPOST FILTER SOCK




LIMIT OF DISTURBANCE

TOPSOIL STOCKPILE AREA

BASIN SHED LINE

ROCK CONS1RUCTION ENTRANCE

WATERBAR

SBA TOYirnS IX, U.C 8051 ~GRESS A\'tNUE

BOCA RATON, Fl. JJ.4B7-1307 m.: (ISOO) 487-748J

VENTED PLASTIC DR STEEL COVER

12' \.IJDE TRENCH BACKFILLED WITH BENTONITE SLURRY. SLOPE TRENCH AND ROD l/8'/F"T TDIJARD END CAP.

END CAP

W'EEP HOLE, TYP

SEE PLAN

XIT CHEMICAL GROUND DETAIL HORIZONTAL (WHEN REQUIRED)

c ... DYt£1..0 GATE JJhiPER TO VERTICAL POSTS

FENCE POST

CORNER AND GATE FENCE POST DETAIL

f2 AWG flE)QBLE GATE JJI.IPER (HARGal fGJX2S24)

12 AWG TNNO SCUD !:}ARE COPPER CONDUCTOR CADYIUD TO EXTERIOR HALO GROUND 8'1' G,C, 12• ASOIJE FINAL GRADE

CONCRETE, PLASTIC OR STEEL BODY

SCALE: N.T.S.

SSA TQ'IIImS IX, UC 6051 CONGflESS Alo'£NUE

BOCA R""l"'O, Fl 33487-1307 lEl.: (&00) ~7-7-WJ

C 11-24-l'lil I'CI ClEf~' COWDmi

B~l'liiiO'OES~

SITENAMi:

SHOPV1LLE RELO

S\TENUMS!:R:

KY22841-S SITE ADDRESS:


n .. ENAME: UllUTY-GROUNOING.OWG

DRAWNGNO

EG-3

S£LF SUPPORT

GROUND BAR AT TOV£R BASE

SUPPUED BY OTHERS

GROUNDING @ TOWER BASE

f2 BTW TEST 'MBE WMERE APPUCABLE

a• MIN. CRUSHED STONE

3 ACCESS WELL DETAIL SCALE' N.T.s. 4 GROUNDING ROD DETAIL

CADWEI D CONNECTIONS (OR APPROVED EQUAL)

PABA!! El HORIZONTAL ~

PARALLEL THROUGH CONNECTION OF' HORIZONTAL

CABLES TYPE PT

THROUGH CAB! E TO GROUND ROD

THROUGH CABLE TO TOP OF GROUND ROD l'I'PE

GT

HORIZONTAl Sp! ICE

SPUCE OF . HORIZONTAL CABLES

HORIZONTAL SJEEL S!JBFACf

TO FLAT STEEL SURFACE OR HORIZONTAL PIPE TYPE

HS

YfRTICAL STEEL SUREACE CABLE DOWN AT 45' TO

'vERTICAL STEEL SURFACE INCLUDING PIPE TYPE VS

VERTICAL PIPE

CABLE DOWN AT 45' TO RANGE OF VERTICAL PIPES

m'E \IS

2 TYPICAL WELDING CONNECTIONS

SCAL£: SINGLE-LINE DIAGRAM

BURNDY CONNECTIONS (OR APPROVED EQUAL)

•c" CQNNECTDR HYPRESS TYPE YGHC

BONO JUMpER FIELD F ABRICA TEO GREEN

STRANDED INSULATED TYPE 2-YA-2

COPpER I UGS

T'ND HOLE - LONG BARREL LENGTH TYPE

YA-2

[ssA~f] SBA T"''M:RS IX, Ll.C

8051 CONGRESS A'.£NUE BOCA RATON, Ft. lJ467-1J07

lD..: (BOO) 487-748.3

PRO.lECTN.)

2739 SITE NAME:

SHOPVILLE RELO

SITE NUMBER

KY22841-S SITE ADDRESS'


F!LEWdJI.i; UllUTY-GROUNDING.DWG

• ALL ELECTRICAL EQUIPMENT, ELECTRICAL DETAILS AND ELECTRICAL SPECIFlCA TlONS DEPICTED ON THIS PLAN SET ARE DESIGNED BY OTHERS. TiiEY ARE PROVIDED FOR LOCATlON AND GENERAL REFERENCE ONLY. All REGULATORY AND DESIGN OBLIGATIONS ARE TriE RESPONSIBILITY Of THE ElfCTRICAL ENGINEER. fHE CROSSROADS GROUP, LLC ASSUMES NO RESPONSIBIUTY OR UABJLITY ASSOCIATED 'MTH THE DESIGN OBLIGATIONS Of THE ELECTRICAL ENGINEER.

BALLOON REFERENCE NOTES: Q)

0 0 0

5/B~ ... XB' COPPER CLAD GROUND ROO BURIED Je• BELOW GRADE (MIN,) GROUND ROD ACCESS WELL (~IN. OF 4 EACH PER COMPOUND)

N2 SOUD, TINNED, BARE COPPER \\1RE GROUND RING (CONTINUOUS STFIAND)

1/4"X4"X20• TINNED COPPER GROUND BAR. 2 TIP, AT BASE A.NO TOP OF TOWER. MOUNT DIRECT TO TOWER, DO NOT ISOLA Tt.

® ~~R~~~op:;,~ED, BARE COPPER WIRE GROUND LEAD TO FENCE 0 ~~t.C~W~i4-~ll0-31-2

THE IHrORI.IAllON CONTAINED IN ll·US SET Of OOCUWE:Nr;; IS PROPRIErNff

BY K'TUR:E. N« USE OR DISO..OSURE 01HER ~ ~T WHICH RELATES

Di\---'---!X:H TO 1r1E: CUOO IS STRCILY PROHI8nm.

c &-%4-ltl P!J't aDfT COI.I.IOO'S D &-

LOAD PER SBA PANEL SCHEDULE LOAD PER [ SBA fml]

PHASE (VA) I!IAIN: 125A MAIN LUGS VOLTAGE: 120/240\1 PHASE: 1 WIRE: 3

PHASE (VA) SBA TO'IERS I X. U.C

PHASE FEEDER: INTERRUPT RATlNG: 10 KAIC ENCLOSURE: NENA 3R PHASE 6051 CONGRESS A'rfNUE EIOCA RATON, F1. 33487-1307

A B ORCUIT DESCRIPTION BREAKER 1\\RE NO. NO. 1\\RE BREAKER CIRCUIT DESCRIPTlON A B TEL: (BOO) 4.!7-748.3 - - - -- - - - -- - - - -

• - - - - - - -- - - - - - - -- - - - - -

1. SERVICE BOND IS TO BE MADE 8'1' DE'v1CES 3. CONDUCTOR O~CURRENT PROTECllON DEiv1CES (SlRAPS, SrnEWS. ETC.) SUPPUED BY ARE SELECTED IN ACCORDANCE YI'I'TH NEC ARTla..£ EQUIPMENT MANUFACWRER. 1r NO SUCH 240--3. DE'v1CE IS SUPPUED, BOND IS TO BE t.IADE CONDUCTOR SIZING IS SELEClEO FROt.i NEC ARTla.£ IN ACCORDANCE 'MTH NEC ARTlCl£ 250. 31D-1B.

2. CONDUCTOR OVERCURRENT PROTECTION DE\1CES ARE •· ALL LUGS THAT HOlD UORE THAN ONE 1\\RE SHALL Tw~~~~~~~~g

RESTORE SURFACE COURSE AND SASE COURSE MATERIAL TC Qi-!IGINfiL CONDITION

(\) BOOA, 120/Z

' ' I

PROP. FILlER SOCK 01\'ERSlON

PROP. U!.tlT 17 DtSTURBANCE: 1.47 AC.

EX. DRIVE TO BE RESTONED AS NECESSARY

100 I Feel

01

l

LEGEND -----NPDES

---TP 'TP-----BCFS--. BCFS ----12CFS--12CFS --

. --lBCFS--. 18CFS----24CFS-- 24CFS---- 32CFS-- 32CFS--

D

NPDES LINE

"TREE PROTECTION/CONST. FENCE




2~" COMPOST FILTER SOCK




BASIN SHED LINE

ROCK CONS1RUCTION ENTRANCE

WATERBAR

SBA TOYOS IX, UC 6051 taiGAESS A\OIUE

BOCA RATON, Fl.. 33487-1307 m.: (500) 487-7483

2739 SITE NAME;

SHOPVILLE RELO

SITE NUMBER

KY22841-S SITE AD r.ICSS


FILENAMC: ZES.OWG

I ··~INFlllRAlJON TRaOI B SHED AREA

(

EX. DRIVE TO BE RESTONED AS NECESSARY

50 100 Feet

I

LEGEND ----NPDES

---lP TP--

--BCFS-- 8CFS----12CFS--12CFS----18CFS--18CFS---- 24CFS-. -- 24CFS----32CFS-- 32CFS--

D

NPDES LINE

lREE PROTECTION/CONST. FENCE

B" COMPOST FILTER SOCK


1 8" COMPOST FILTER SOCK





BASIN SHED LINE

ROCK CONSlRUCTION ENlRANCE

WATERBAR

[SBA[~f':j SBA 10VL9S IX. LL.C

8051 CCWGRESS A~UE BOCA Ro\TON, Fl 3J.487-1307

TEL: (BOO) 487-7463

2739

SHOPVILLE RELO SITENUMS[.R.

KY22841-S SITE.A.'JDRE$5

HWY BO SOMERSET, KY, 42503

ZES.DWG

PROPOSED SBA 305' SST TOWER J09' OVERALL HEIGHT (W/LIGHTNING ROD)

INFllTRATlON lRENQi A SHED AREA

PROP. UWIT Of DISTURBANCE: 1.47 A C.

~INnLlRAllON 'TRENCH 8 SHED AREA

/ .._/

I RECYCUNG STATEMENT

ALTHOUGH niERE ARE NO KNO~ PRo..ECT WASTES FOR THIS SITE. INDIVIDUALS RESPONSIBLE fOR EARn-1 0\Sl\JRBANCE ACTllJITIES MUST ENSURE 'THAT PROPER lr.IECHANISMS ARE IN PLACE TO CONlROl WASTE NA TERIALS. CONSlRUCllON WAS'TES INCLUDE. BUT ARE NOT W.411ED TO, EXCESS SOIL t.IAlERIAlS, CONCRElt WASH WATER, SANITARY WASTES, ETC. THAT COULD ADVERSELY llroiPACT WAlER OOAUlY. MEASURES SHOULD BE PLANNED AND IMPliliENlED FOR HOUSEKEEPING, MATERIALS UANAGEJ.AENT, AND UTTER CONTROL w-tERE'YtR POSSIBLE, RECYCUNG a'" EXCESS I.CAl!RIALS IS PREfERRED, RAniER lliAN DISPOSAL

AlL BUILDING UAlERIALS AND WASTES I.IUST BE RD.IO'vm FR~ THE SITE ,iijQ RECYClED OR DISPOSED Of IN ACCORDANCE Willi KENTUCKY STAlE REGULAlJONS. NO BUILDING J.IATrniAI...S OR WASTES OR UNUSED BUILDING MA'TERIALS SHALL BE BURNED, BURIED, OR DISCHARGED 00 'THE SITE.

ALL Off SllE WASTE AND BORROW AREAS MUST H ... VE AN .A.PPROVW E&S PLAN FULLY IJ.IPLfl,IENlED PRIOR TO BEJNG ACTIVATED.

MULCH TACKING

LEGEND -----NPDES

lP-----Tl'---

--8CFS-- 8CFS ---- 12CFS --12CFS ----18CFS--18CFS---- 24CFS-- 24CFS---- 32CFS-- 32CFS--

D

NPDES LINE

TREE PROTECTION/CONST. FENCE

a" COMPOST FILTER SOCK 12" COMPOST FILTER SOCK






BASIN SHED LINE

ROCK CONSTRUCTION ENTRANCE

WATERBAR

oo 100 t:Ja=:r===fl=:=:=:=:=ll Feet

58A. TOYIERS rx. llC !051 CONGRESS A~UE

BOCA RATON, Ft 33487-1307 ~ (!00) 487-748::1

THE CROSSROADS GROUP, Ll.C www.th&cro81road•grollpllc.com

1" = 50' DRAVI!NBY RMR PLANORIG.DATE: 02-27-19

REVISIONS

c e-2._111 I'D! ruoo OOWI«HTS B ~-111 ICJ'(DOESIQN

A l-27-111 ~ snt ~

""""""'

2739 S11ENAME:

SHOPVILLE RELO SITE NUMBER:

KY22841-S SIT!;. ADDRESS·

HWY ao SOMERSET, KY. 42503

FiLENAME: ZES.OI'o

EROSION CTRL MAINT NOTES TO ENSURE ADEQUATE FUNCTlON OF THE TEMPORARY CONTROlS, A 1.4AINlENANCE PR~AJ.I SHALl BE INITIATED 'M-IlCH INCLUDES THE FOUOVtlNG AT A lr.tlNI~U~. ALSO, A.L..L MAINTEN'-NCE DURING CONSlRUCTIOO AND PRIOR TO FlNAL STABIUZAllDN Of THE STE SHAll. BE THE RESPONSIBIUTY OF THE DE\rEL.OPER OR HIS CONTRACTOO.

1. All. EARlH DISTURBANCES, INCLUDING Ct.EARING AND GRUBBING AS "YI£Ll AS CUTS AND FlU.S SHAl..L BE ~E IN ACCORDANCE Y111H lHE APPROVED E.t:S PLAN. A COPY r:F THt: APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE RE\1Ev.1NG A.GENC'Y) ~.JUST BE AVAILABLE AT 1HE PRo...ECT SITE AT All TU.4ES. THE RE'¥1E'MNG AGENCY SHAll BE NOTifiED OF ANY CHANGES TO 'l}lE APPROVED PLAN PRIOR TO IUPLEMENTA TlON OF THOSE CHANGES. THE REV1twNG AGENCY 1.4AY REQUIRE A YtfiiTTEN SUBI.41TIAL Of THOSE Cl-IANGES FOR REV1EW AND APPROVAL AT ITS DISCAEllON.

2AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVI11ES, INCLUDING a..EARING AND GRUBBING, THE O'M.IER AND/00 OPERATOR SHALl IN'wtTE .AJ.l. CONTRACTORS, THE LANOO~ER, APPROPRIATE loiUNtaPAL OFFICALS. THE E&:S PLAN PREPAAER, THE PCSW PLAN PREPARER, THE UCENSED PROFESSIONAL RESPOOSIBLE FOR OVERSIGHT OF' rniTICAL STAGES OF' IJ.IPL.EMENTATIDN OF TI-lE PCSM PLAN, AND A REPRESENTATIVE FROM THE LOCAL CONSERVATION DISTRICT TO AN ON-SITE PRECONSTRUCTION t.IEETING.

J.AT lEAST 3 DAYS PRIOR TO STARTING ANY EARTH DIS1URBANCE ACTlVInES, OR EXPANDING INTO AN AREA PREIJIOUSl.'r' UNJ.IARI, OR UPON SUBMISSION Of THE NOT IF" SOONER, niE PERMITTEE SHAll. FILE 'MTH iHE OEPARlWENT Cfi AUTHORIZED CONSERVATION DISTRICT A STAID.4ENT SIGNED BY A UCENSED PROFESSIONAL AND BY niE PER~IlTEE CERTIF'T1NG niAT WORK HAS BE.fN PERFORUED IN ACCORDANCE ¥14TH THE TER~S .4.ND COODillONS OF THIS PERMIT AND THE APPROVED E&S AND PCSJ.I PLANS. COI.IPL.El10N CE:RTlFICATES ARE NEEDED TO ENSURE niAT AU. 'MJRK IS PERFORMED IN ACCORDANCE WITH niE TERMS AND CONDlllONS OF THE PER~IT AND 1HE APPROV£0 E&S AND PCSN PLANS.

FILL MATERIAL NOTES IF' THE SITE Will. NEED TO IWPORT OR EXPORT ~ATERIAL. FROid THE SHE. THE RESPC'IIISiiB!UTY FOR PERFORMING EN\JlRONWENTAI.. DUE DIUGENCE AND DElERMJNATl~ Of a.EAN FlU. Will. REST WITH THE ON-SITE CONlRAGTOR.

CLEAN ALL IS DEFlNED AS: UNCONTAJ.IINATED, NON-WATER sct.UBLE, NON-DECOMPOSABl£, INERT, SCUD NAlERIAL THE TERN INCLUDES SOIL, ROO

PLAN YIEW

=

2 IN. WOODEN STAKES 10 FT ON CENTER

EXISTING CONTOURS

SOCK FABRIC g1AL.l. ~EET STANDARDS OF" TABLE 4.1 OF THE PA DEP EROSION CONTROL I.IANUAL COJ.IPOST SHAll MEET THE STANDARDS OF" TABLE 4.2 OF THE PA OEP EROSION CON1RO.. I.IANUAL

COMPOST FILlER SOCK SHALl. BE PLACfD AT EXISllNG L..E\£. GRADE. BOTH ENOS Of" mE BARRIER SHALL BE EXlENOEO AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER AUGNI.IENT. UAXIMUJ.i SLOPE LENGTH ABOVE ANY BARRIER SHAU NOT EXCEED THAT SPECIFIED FOR THE SIZE Of lHE SOCK AND THE SlOPE OF ITS TRIBUTARY AREA.

TRAFFIC SHALl. NOT BE PERMITIEO TO ~OSS COOPOST F1LTER SOCKS.

ACCUMULATED SEDIMENT SHALL BE REMOVED 'M-iEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE BARRIER AND DISPOSED IN THE Jr.IANNER DESCRIBED El..SE'I\t!ERE IN lHE PLAN.

COMPOST FILlER SOCKS SH,.t.l.L BE INSPECTED YI£EIo'i~

::.:.~,~~,~~~1~

ORAWN av: R M R PLANOR'G 1>\TE' 02-27-19

REVISIONS

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