HomeMy WebLinkAboutSP200200071 Action Letter
.
COUNTY OF ALBEMARLE
Department of Planning & Community Development
401 Mclntire Road, Room 218
Charlottesville, Virginia 22902-4596
(434) 296 - 5823
Fax (434) 972 - 4012
March 26, 2003
Ambre Blatter
Omnipoint Communications/T Mobile
5041 Corporate Woods Drive, Suite 200
Virginia Beach, VA 23462
RE: SP-2002-071 Crown Orchard Company Pinnacle/Carters Mountain
Tax Map 91, Parcel 28
Dear Ms. Blatter:
The Albemarle County Board of Supervisors, at its meeting on March 19, 2003, by a vote of 5:0,
approved the above-noted request. Please note that this approval is subject to the following conditions:
1. The tower shall not be increased in height.
2. The two (2) additional arrays of panel antennas may be attached only as follows:
a. The highest portions of the panel antennas in the top array shall not exceed seventy-six
(76) feet above ground;
b. The antennas shall not exceed seven (7) feet in height or two (2) feet in width, and shall
be of a color that matches the tower. Only flush-mounted antennas shall be permitted;
none of the antennas shall project from the structure beyond the minimum required by the
mounting equipment, and in no case shall an antenna project more than twelve (12)
inches from the existing structure; and
c. The antennas subject to this approval may be replaced administratively, provided that the
sizing, mounting distances and heights of the replacement antennas are in compliance
with these conditions of approval and in accordance with the regulations set forth in
Section 5.1.40 of the Zoning Ordinance.
3. All work shall be done in general accord with that described in the applicant's request and site
construction plans, entitled "Omnipoint Communications CAP Operations - Pinnacle Carter's
Mountain", last revised on November 7,2002.
4. With the exception of the safety lighting required by Federal Aviation Administration regulations.
outdoor lighting shall be permitted only during maintenance periods; regardless of the lumens
emitted, each outdoor luminaire that is not required for safety shall be fully shielded as required
by Section 4.17 of the Zoning Ordinance.
5. The permittee shall submit a report to the Zoning administrator once per year, by not later than
July 1 of that year. The report shall identify each user of the tower.
6. The tower and all supporting facilities shall be disassembled and removed from the site within
ninety (90) days of the date its use for wireless communications purposes is discontinued.
7. No satellite or microwave dishes shall be permitted on the tower.
Page 2
March 26, 2003
In the event that the use, structure or activity for which this special use permit is issued shall not be
commenced within twenty-four (24) months after the issuance of such permit, the same shall be deemed
abandoned and the authority granted thereunder shall thereupon terminate. For purposes of this section,
the term "commenced" shall be construed to include the commencement of construction of any structure
necessary to the use of such permit within two (2) years from the date of the issuance.
Before beginning this use, you must obtain a zoning clearance from the Zoning Department. Before the
Zoning Department will issue a clearance, you must comply with the conditions in this letter. For further
information, please call Jan Sprinkle at 296-5832.
If you should have any questions or comments regarding the above-noted action, please do not hesitate
to contact me.
Sincerely,
U tL
V. Wayne Ci' berg ~
anning & Community Developme t
VWC/jcf
"
Cc: Amelia McCulley
Jack Kelsey
Tex Weaver
Steve Allshouse
Matt Grimes, VDOT
ATTACHMENT B
~
..... .....
- ~
~
Draper Aden Associates
8090 \'lU.A PARK DRIVE
RlailolOND, VA 23228
(804) 264-222B PHONE
(804) 264-BnJ FAX
APPROVED FOR ZONING
ERICK SHERMAN
OP~RATlONS
NE'fWORK
OTHER
RF
PROPERTY OWNER OR REP.
CONSTRUCTION
ESTATE
ZONING
REAL
OMNIPOINT
COMMUNICATIONS
CAP OPERATIONS, LLC
PROJECT DESCRIPTION
THIS PROJECT CONSISTS OF THE CO-LOCATION OF NEW ANTENNAS
ON AN EXISTING 205' HIGH GUYED TOWER. NEW EQUIPMENT WILL BE
LOCATED ON THE EXISTING CONCRETE PAD.
SITE DIRECTIONS
FROM VIRGINIA BEACH OFFICE:
1-64 WEST TO SR 20 S (EXIT 21) TO SR 53 EAST (CARTERS
MOUNTAIN ROAD). SIGN AT ENlRANCE SELUNG PEACHES. IF YOU
PASS THE TA~RN YOU HAVE GONE TO FAR. SITE APPROX. 1 MILE
UP MOUNTAIN PAST FRUIT STAND.
VICINITY MAP
NOT TO SCALE
.-
-..-..=--
OMNIPOINT
COMMUNICATIONS CAP
OPERATIONS, LLC
5041 CORPORATE WOODS DR.
SUITE 200
'VIRGINIA BEAai, VA 23462
PH: (757) 490-72-<<1
FAX: (757) 490-JnS
SHEET INDEX
ANTENNA SCHEDULE
TI TLE SH EET
GENERAL NOTES
GENERAL NOTES
GENERAL NOTES
51 IE PLAN
SITE DETAIL PLAN
TOWER ELEVATION
CIVIL DETAILS
CIVIL NOTES
BTS AND EQUIPMENT PLATFORM
AND
T1
N1
N2
N3
';1
C2
C3
C4
C5
CS
SITE NAME
PINNACLE CARTER'S MOUNTAIN
SITE NUMBER
V A22343A
SITE ADDRESS
1920 CARTER'S MOUNTAIN ROAD
CHARLOITESVlLLE, VA 22902
"
LA TITUDE: N3T59'09.S" (NAD 83)
LONGITUDE: W78"28'46.2" (NAD E3)
ELEV.: 1437' (NGVD 88)
DAl(
10/11/02
11/87/Dl
SUIMTT.ALS/REVISlONS
NO. DOaIP1IlJt
...!.. ISSU:D FllR Il[\l(lI
I-~--~-
S1r NO. YA22.\U\
- -
DRAIN BY; 1kD
- -
DlEDIID BY; CMS
- -
StAIf: AS NDllD
n1\.E;
TITLE
SHEET
PROJECT SUMMARY
LANDLORD APPLICANT
PINNACLE TOWERS Ol.4NIPOINT COlAl.4UNICATIONS CAP
301 N. CATTLEMAN ROAD OPERATIONS. LLC
SARASOTA, Fl. 34234 5041 CORPORATE WOODS DRIVE,
PH: (888) 748-3482 SUITE 200
PROEERTY OWNER VIRGINIA BEACf'. VA 23462
PH: 757-490-7214
CROWN ORCHARD ,COMPANY FAX: 757-490..3778
PO BOX 299 CONTACT: NAT~,AN HOLlAND
BATESVlLLE, VA 22924
CONSULTANTS
ELECTRICAL/STRUCTURAL
TELESIS/LOS P.C.
2112 WEST LABURNUM AVENUE
SUITE 201
RICHMOND, VIRGINIA 23227
PHONE: 804-358-1100
FAX: 804-358-1188
CIVIL/SURVEYING
DRAPER ADEN ASSOCIATES
8090 VILLA PARK DRIVE
RICHMOND, VIRGINIA 23228
PHONE: 804-264-2228
FAX: 804-264-8773
SITE INFORMATION
JURISDICTION: ALBEMARLE COUNTY
TAX MAP: 091000000028CO
0.8.: N/A. PG N/A
CODE: BOCA
OCCUPANCY: UNMANNED
ZONING: RA
CONSTRUCTION USE: 2C
CONSTRUCTION USE GROUP: U
SITE LOCATION
NOT TO SCALE
*
SITE
20
STE: VA22343A
~a...E CARTerS MOlM'AlN
1920 CAR'TEA'S MTN. ROAD
CHAR..OTTESVLLE, VA 22902
SHEET NlJI,tBER:
T1
.nBI R02~2
VER,ZON
CONTA~T: CUSTOMER SERVICE
PHONE: 800-954-6298
unLmEs
DOMINION VIRGINIA POWER
ONE JAMES RIVER PlAZA
701 EAST CARY STREET
RICHMOND. VIRGINIA 23219
PHONE: 1 -888- 667 - 3000
MISS UTILITY
CONTRACTOR TO CALl. 48
HOURS BEFORE DIGGING!
PHONE: (800)552-7001
CONTRACTOR RESPONSIBLE FOR
DAMAGE OF EXISTING UTIUTlES
DURING CONSTRUCTION
Th1a document ia: the creAtion, desi,n.. property .nd
copyril1hted york of -OrM.lpo1nt C~nication. c..p
Operat.iOJUl. LLC-. An,. duplication or use vithout
expreslI written consent is strictly prohibit.ed.
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ATTACHMENT B
"
~
-~.........
~ ~
~
Draper Aden Associates
FOR ROOF TOP ANTENNA INSTAllATIONS ADDI110NAL ANTENNA
GROUND BARS UAY HAVE TO BE I~STAUED AT EACH ANTENNA
UOUNT LOCATION, AlL ANTENNA MOUNTS SHAll BE GROUNDED
WITH A #2 AWG CONDUCTOR CONNECTED TO THE NEAREST
BUIlDING STEEL OR THE AGB INSTALlED AT THE t.lOUNT,
AlL BUSS BARS, BOTH 1.4GB AND AGB(S), SHAll BE
INDEPENDENlL Y TIED TO THE NEAREST BUILDING STEEL OR DESIGNATED
GROUNDING SYSIDI, AGB(S) IAA Y BE HOIAE RUN BACK TO THE tolGB
\\HERE NO BUILDING STEEL IS AVAILABLE.
TENANT IUPROVEMENT SITE GROUNDING:
2,
BOlT
A DOUBLE
HOLES fOR
H, All LUGS SHAll HA VE TWO
CONNECTION,
GROUND BAR (1.4GB
2.1 t.lASTER
22. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER
UNLESS OTHERMSE NOTED,
23, UETER SOCKET AU PERES, VOLTAGE, NUt.lBER OF PHASES
SHAll BE AS NOTED ON THE DRAWINGS, MANUfACTURED BY
"SQUARE 0 COMPANY", OR APPROVED EOUAL
24, All MATERIALS SHAll BE U.L LISTED,
- GENERAL ELECTRIC
GENERAL ELECTRICAL PROVISION
1, DEFINITIONS
AGB - ANTENNA GROUND BAR
AWG - AMERICAN WIRE GAUGE
EMT - ELECTRICAl UETAL lUBING
1.4GB - UASTER GROUND BAR
16
DIVISION
THE
THE PURPOSE OF THE MASTER GROUND BAR IS TO GROUND
BTS AND ANY OTHER ME1AWC OB..ECTS AROUND THE BTS,
(ACB)
GROUND BAR
THE PURPOSE OF THE ANTENNA GROUND BAR IS PRlUARIL Y FOR
LIGHTNING PROTECl1ON. COAXIAL CABLE IS USUALlY THE ONLY
ITEt.l GROUNDED TO THIS BAR. HOWEVER IT IS ACCEPTABLE TO
BOND EXTERIOR; CABLE TR~ Y, WAVEGUIDE PORTS AND
CANTILEVERED WAVEGUIDE BRIDGES TO THE AGB,
2,2 ANTENNA
CONDUIT
ALl UNDERGROUND CONDUIT SHALl BE SCHEDULE 40 Pvt:.
ALl EXTERIOR ABOVEGROUND CONDUIT SHALl BE SUNLIGHT
RESISTANT SCHEDULE BO PVC,
AlL INDOOR CONJUIT SHAll BE
25.
A-
B,
C.
PVC - POLY VINYl. CHLORIDE CONDUIT
RFI - RADIO FREQUENCY INTERFERENCE
THW - LETTER TYPE DESIGNATION fOR CONDUCTOR INSULATION
THAT IS A IAOISTURE AND HEAT RESISTANT THERUOPLASTlC
WITH A t.lAXIt.lUt.l OPERATING TEMPERA lURE OF 75 DEGREES
CELSIUS OR 167 DEGREES f AHRENHEIT.
A-
B,
C,
0,
E,
f.
G,
B090 V1ll.A PARK DRIVE
Rlait.lOND, VA 23228
(B04) 264-2228 PHONE
(B04) 264-8nJ FAX
BEND RADIUS:
OF
Ltt.lITS
2. 12
SURGE ARRESTOR GROUND BAR (SAGB)
THE PURPOSE Of THE SURGE ARRESTOR GROUND BAR IS FOR
LIGHTNING PROTECTION,
23
BAT,
fliXIBLE CONDUIT tolAY BE USED AT EQUIPtolENT CONNECTIONS.
fliXIBLE CONDUIT SHALl BE UQUID liGHT, SHAlL NOT BE
LONGER THAN B fEET AND SHAll CONTAIN GROUND
CONOUCTOR SIZED IN ACCORDANCE I'flTH THE NATIONAl
ELECTRICAl CODE,
0,
IT IS IMPORTANT THAT THE GROUNDING CONDUCTOR CONNECTING THE
INSIDE AND OUTSIDE GROUND SYSTEIAS BE AS STRAIGHT AS POSSIBlE,
I'flTH NO lURN OR BEND SHORTER THAN ONE FOOT RADIUS WITH A
THREE FOOT RADIUS PREFERRED, NO RIGHT SHARP BENOS
SHAll BE AllOWED.
2. SUBUITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT
OF ALL JOB SITE CONDI110NS AND WORK TO BE PERFORtolED
UNDER THIS CONTRACT.
ANTENNA GROUNDING:
EACH ANTENNA COAXIAL CABLE SHAlL TYPICAllY BE GROUNDED
AT THREE POINTS USING A COAXiAl CABLE KIT, A TYPICAL
INSTAlLATION SHAll BE AS FOllOWS:
A- SHAll
2.4
BONDING PREP ARA TlON '" FINISH:
2.13
26, ALL ELECTRICAl EQUIPUENT SHALL BE lABELED WITH
PERt.lANENT ENGRAVED PLASTIC LABELS,
3, CONTRACTOR SHAll PERfORM AlL VERIFICATION
OBSERVA liONS TEST, AND EXAUINA TlON WORK PRIOR TO THE
ORDERING OF THE ELECTRICAl EQUIPMENT AND THE ACTUAL
CONSTRUCTION, CONTRACTOR SHAll ISSUE A YlRITTEN
NOTICE Of ALl fiNDINGS TO THE ENGINEER LISTING ALl
t.lAlfUNC110NS, fAULTY EQUIPUENT AND DISCREPANCIES,
All SURFACES REQUIRE PREPARATION PRIOR TO BONDING Of EITHER
CAD WELD OR MECHANICAl FASTENERS, GAlVANIZED SURfACES SHALl
BE GROUND OR SANDED TO THE PONT OF EXPOSING THE STEEL
SURFACE BELDW, PRIOR TO BONDING THE GROUNO CONDUCTOR, fOR
OTHER SURFACES INCLUDING COPPER BUSS BARS ALl PAINT, RUST
TARNISH AND GREASE SHALL BE REMOVED PRIOR TO BONDING THE
GROUND CONDUCTOR,
THE
THE SECOND GROUND SHAll BE t.lADE AT THE BOTTOll OF THE
VERTICAL RUN OF THE COAX1AL CABLE AS IT TURNS OUT AWAY
FROM THE TOWER TOWARDS THE BTS, THIS GROUND SHALL BE
TERIAINATED AT THE AGB, THE AGB SHAll HAVE TWO (2) LEADS
,...r:- f!~ '-' \A.lr". t:l... ':'t> "n~" l!;:~ t"":'L:~ C':'PPER WIRE, AND SHALL
1::~;~I.";:I~r';;-;i....-'h-i ihL. Tv.,[~ w~(,uj.u--Rn~~:..-'li-iESE SHALL BE INCASED
IN PVC CONDUIT,
TO
CLOSE
AS
OCCUR
THE FIRST GROUND CONNECTION
ANTENNA AS POSSIBLE,
B,
27, COORDINATE THE ELECTRICAL SERVICE WITH THE UTlUTY
COMPANY, AND PROVIDE DAILY UPDATES TO PM UNTIL fiNAl
ELECTRICAL SERVICE IS EfFECTED.
28. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT
CIRCUIT, AND fALL OF POTENTIAL GROUND TESTS fOR
APPROVAL SUBMIT TEST REPORTS TO PROJECT MANAGER,
CLEAN PREMISES OF ALl DEBRIS RESULTING FROU WORK AND
lEAVF' WORk: IN A COUPLETE AND UNDAIAAGED CDNDll1l)~',
WITH OWNER PRIOR TO
VERIFIED
BE
4. HEIGHTS SHALl
INSTAlLATION,
OMNIPOINT
COMMUNICATIONS CAP
OPERATIONS, LLC
~~ ~Ic
EXOTHERMIC WELDS'SHAil.'BE FlNISHEP W1rH THE 'PP""'~'T1!}~'.
Of COLD GALVANIZATION AND \\HEN APPLICABlE, FINISH PAINTED
VllTH AN APPROPRIATE COLOR AS REQUIRED,
IAECHANlCAL TYPE BONDS ON ALl OTHER SURf ACES, OTHER THAN
BUSS BARS, SHALL BE FINISHED WITH THE APPUCA TlON OF COLD
GAlVANIZATION ANDIOR THE APPROPRIATE PAINT TO MATCH AS
REQUIRED,
C. THE THIRD GROUND SHAll BE THE SURGE ARRESTOR GROUND. IT SHAll
BE ATTACHED TO THE CABLE ON SlRAIGHT RUNS (NOT WITHIN BENDS)
AND BE WEATHER PROOFED PER THE MANUFAClURtS SPECIfiCATIONS.
THE SURGE ARRESTORS SHALL BE GROUNDED TO THE GROUND BAR,
THE SAGB SHALL HAVE TWO (2) LEADS OF #2 AWG BARE TINNED
SOUD COPPER WIRE, AND SHALL TERt.lINATt: AT THE TOWER GROUND
RING, THESE SHAll BE INCASED IN PVC,
CONTRACTOR TO COORDINATE WITH UTILITY COMPANY fOR
CONNECTION OF IDIPORARY AND PERUANENT POWER TO THE
SITE. THE TEMPORARY POWER AND ALl HOOKUP COSTS TO BE
PAID BY CONTRACTOR.
29,
fOLLOW AS CLOSELY
3 WIRE 200
7, EACH CONDUCTOR Of EVERY SYSTEM SHALl BE PERMANENlL Y
TAGGED IN EACH PANEL BOARD, PUll BOX, J-BOX, WlTOl
BOX, ETC" IN COMPUANCE WITH OCCUPATIONAl SAfETY
AND HEAlTH ACT (O.S,H.A.),
ONLY,
SINGLE PHASE
ARE DIAGRAMMATIC
120 I 240
ELECTRICAl SERVICE
AMP SERVICE.
THESE PlANS
A5 POSSlaLF.
5,
6,
GROUNDING STANDARDS
5041 CORPORATt: WOODS DR.
SUllE: 200
\1RGlNIA BEACH, VA 23462
PH: (757) 490-7240
FAX: (757) 490-JnB
TESTING:
THE OUTSIDE GROUND RING SHAll BE TESTED AFTER INSTALLATION BUT
PRIOR TO BACKfiLLING THE GROUND RING TRENCH, THE GROUND fiElD
RESISTANCE SHAll MEASURE 5 OHMS OR LESS TO GROUND. RESULTS
Of THIS TEST SHALl BE BROUGHT TO THE PROJECT MANAGER. THE
RESISTANCE TO GROUND SHALl BE MEASURED USING THE fAll POTENTlAl
METHOD.
2.14
HIGH RISE BUILDING:
HIGH RISE BUILDINGS PRESENT A UNIQUE PROBLEM IN
GROUNDING, A FACILITY INVESTIGATION SHOULD BE MADE INTO
THE STRUCTURE OF THE BUILDING, J.ND AS TO THE POSSIBLE
PRESENCE OF AN EXISTING LIGHTNING PROTECTION SYSTEM. IF
ONE IS IN PLACE, IT WIll BE NECESSARY TO CONNECT THE
ANTENNA SYSTEM TO THE TO THE UGHTENING PROTECTION SYSTEI.I,
WITH A TEST TO THE SYSTEU AFTER INST ALlA TlON TO ENSURE
THAT IT HAS NOT CAUSED THE SYSID! TO EXCEED 5 OHMS.
ALl FENCE CORNER AND END POSTS (tolINlMUM Of TWO) SHAll
HAVE ONE #2 SOLID TINNED COPPER GROUND I'flRE.
THESE POSTS SHALl BE CONNECTED TO THE GROUND RING
WITH A #2 SOUD TINNED COPPER GROUND Yl1RE AND
INTERMEOIA TE GROUND RODS If THE DISTANCE FROII THE POST
TO THE GROUND RING EXCEEDS B FEET, IN NO CASE SHAlL
ANY PORTION OF '!HE SAUE FENCE RElAAlN DISCONNECTED fROU
THE GROUND RING,
GATEPOSTS
GATEPOSTS SHAll BE GROUNDED TO EAOl DTHER TO ENSURE THE
ENTIRE FENCE HAS ELECTRICAL CONTINUITY, CONNECTlONS SHALL
BE ORILl AND TAP WITH BURNDY TYPE KC22 TO THE POST WITH
A 12 AWG BARE SOUO TINNED COPPER Yl1RE,
GATES
PERltolETER FENCE GROUNDING:
A, CORNER FENCE GROUNDING
B,
2.5
1,0 BACKGROUND
AREAS OF CONCERN: WHEN DESIGNING A GROUNDING SYSIDI
FOR A UOBILE RADIO FAClUTY THERE ARE FOUR INTERRELATED
AREAS OF CONCERN, THE BASIC OB..ECTlVE fOR EACH IS:
A- LIGHTNING PROTECTION - TO MAINTAIN All EQUIPMENT AT
THE SAUE POTENTIAL DURING A UGHTNING IMPUlSE.
,1
B. CONTRACTOR SHAll PROVIDE ALl LABOR, IAA TERIAlS,
INSURANCE, EQUlPUENT, INSTAlLATION, CONSTRUCTION
TODLS, TRANSPORTATION, ETC" fOR A COMPLETE AND
PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND
AS INDICATED ON DRAWINGS, AS SPECIfIED HEREIN ANDIOR
AS OTHERI'flSE REQUIRED.
2.15
A.
c.
0,
B, RfI FOR NOISE INOUCTlON CONTROl - TO ESTABLISH THE
LOWEST POSSIBLE IMPEDANCE AMONG ALl EQUIPtolENT,
C. ELECTROSTAl1C CONTROl - TO REDUCE ELECTROSTATIC
OISaiARGE PROBLEMS,
ALl MATERiAlS AND EQUIPMENT SHAll BE NEW
AND OF THE SAUE MANUfAClURER THROUGHOUT
fOR EACH CLASS OR GROUP OF EQUIPtolENT,
MATERIALS SHALL BE MANUfACTURED IN
ACCORDANCE WITH APPlICABLE STANDARDS ESTABLISHED BY
ANSI, NEIAA.
9.
10,
D. PERSONNEL SAfETY - TO MAINTAIN A IAINIMUM VOLTAGE
DIFFERENCE BETWEEN ANY TWO METALLIC OBJECTS YoHICH
PERSONNEL MIGHT CONTACT SIMULTANEOUSlY,
ALL TELCO CONDUIT INSTALlED SHALL BE SURfACE UOUNTED OR
DIRECT BURIAL UNLESS OTHERI'flSE NOTED,
E.
f,
Alc GROUNDING:
All GROUNDING CONNECTIONS INSIDE OF CABINETS SHAll BE
SCRAPED TO BARE METAL AND COATED I'flTH CONDUCTING
LUBRICANT,
1.2
2, CONTRACTOR SHALl CARRY OUT THEIR WORK IN ACCORDANCE
WITH ALl GOVERNING STATE,COUNTY AND LOCAL CODES AND
O,S,H.A-
DAlE
10/11/02
11/01/112.
VA22J4lo/.
1DW
1IPV
AS NOllD
10.
1.
!
!
!
~
!
1
lilt 110;
DRAWl BY:
CHEacED BY:
s:Al!:
STRUCTURAL STEEL BUILDINGS: If THE BUILDING IS BUILT
OF STRUCTURAl STEEL. IT MAYBE POSSIBLE TO GROUND THE
ANTENNAS TO THE BUIlDING SITE. IT IS PREFERABLE TO GROUND
THE ANTENNAS AND THE SITE TO A DIRECT EARTH CONNECTION,
BY USE Of SEPARATE DO~ LEADS OF 250 lAC\! COMING FROM GROUND
BUSS BARS TO CONNECT THE GROUI\'D INPUT, AND RUN DOWN A VERTICAL
SHAFT TO A P A T1ERN OF NO LESS tHAN fOUR GROUND
ROOS. WHERE PRACTICAL. THE BUILDING STEEL SHOULD BE
BONDED TO THE GROUND RING WITH A SEPARATE LEAD TO THE
GROUI(J ROO fiElD,
B,
GATES SHAll BE BONDED TO GA TE POSTS I'fl TH A 18" BRAIDED
STRAP TYPE BOl BG92. THE CONNECTlONS SHALl BE BURNDY 2
HOlE LUGS (3/8" HOLES, 1" CENTER TO CENTER) BOlTED
THRDUGH EACH POST,
GENERA TOR FUEL T ANI< GllOUNDING:
THE GENERATOR FUEL TANK, IF REQUIRED, SHALl BE CONNECTED IN AT
LEAST ONE PLACE TO THr: MAIN EXTERIOR GROUND RING. #2 AWG BARE
SOLID TlI\tlED COPPER VllRE SHALl BE BURNDY CONNECTED TO ONE
SUPPORT LEG OF THE FUCl TANK AND CAD WELD TO THE NEAREST
EXTERIOR GROUND RING GROUND ROD,
2.6
GROUNDING SYSTEM
2.0 MATERIAlS:
A. #2 AWG, BARE SCUD TlNNED COPPER WIRE, FOR ALL
EXTERIOR CONDUCTORS AND TOWER GROUND BAR CONDUCTORS
OR AS OTHERI'flSE SPEaRED, GROUNDS TO THE LNAS SHALl BE
NO, 6 STANDARD GREEN INSULATED Jl.t.APERS, THE GROUND WIRE
TO THE 1.4GB SHAll BE GREEN INSULATED #2 WIRE BURNDY
CONNECTED TO THE BUSS BAR AND CONNECTED TO THE
GROUND RING ON A GROUND ROD,
STATION
CONTRACTOR SHAlL SECURE All NECESSARY BUILDING
PERMITS AND PAY ALl REQUIRED fEES.
COMPLETE JOB SHAll BE GUARANTEED fOR A PERIOD OF
ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY
O~ER. ANY WORK, MATERIAL OR EQUIPt.lENT FOUNO TO BE
FAULTY DURING THAT PERIOD SHAll BE CORRECTED AT
ONCE, UPON WIlITlEN NOTlflCA liON, AT THE EXPENSE Of
THE CONTRACTOR.
AlL EMPTY CONDUIT INSTALLED BY THE CONTRACTOR SHALl
HAVE A PUll I'flRE OR ROPE.
PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE
ELECTRICAl "AS INSTALlED" ORAWlNGS AT THE
COUPlETION OF THE JOB, SHOWING ACTUAl Dlt.lENSlON5,
ROUTlNGS AND CIRCUITS,
13,
H,
15,
6
STRUClURAl CONCRETE BUILDINGS ARE MORE DIffiCULT TO
GROUND PROPERLY, THE ANTENNAS SHOULD BE GROUNDED TO
A SEP ARA TE BUSS BAR AND DOWN LEAD I'tHERE THE COAXIAL
CABlES ENTER THE BUIlDING. THE DO~ LEAD SHOULD BE
PROTECTED IN PYe CONDUIT AND S~;OlA.D BE INSTAlLED AS FAR
M'ART AS IS PRACTICAL FROM EACh OTHER THE SEPARATE
DO~ LEADS SHOULD NOT CONTACT EACH OTHER UNT1L
CONNECTION 'MTH THE fiRST GROUND ROD.
c.
EQUIPMENT ROOM GROUNDING:
THE tolASTER GROUND BAR (1.1GB) SHALl SERVE AS THE Cou.rCTlON POINT
FOR THE BTS AS WEll AS AlL INTERIOR NON-ELECTR1CAl GROUNDED
METAl MATERIAlS; CABLE TRAYS, AlARI.I J.JNCTlON Box. ETC. SHAll BE
BE GROUNDED WITH #6 A'NG STRANDED (GREEN) GROUND WIRES
WITH INDIVIDUAl RUNS BACK TO THE 1.1GB,
2.7
B, #2 AWG, INSULATED STRANDED COPPER CABLE SHAlL BE
INSTALLED fOR INTERIOR GROUND BAR CONDUCTORS ON TENANT
IMPROVEMENT SITES.
17. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP
DRAI'ANGS. ETC" SHALL BE TURNED OVER TO THE O~ER
AT JOB COMPLETION,
2,8
STAINLESS
C. 3/4" X 10'-0' GROUND RODS OF SOUD COPPER.
STEEL OR COPPER ClAD HIGH STRENGTH STEEL
ALL CIRCUIT BREAKERS, fUSES AND ELECTRICAL
EQUIPMENT SHALl HAVE AN INTERRUPTING SH ORT CIRCUIT
ClJlRENT TO \\HICH THEY tolAY BE SUB..ECTED, AND A
t.lINIMUM Of 10,000 A.I.C,
8,
.-
liThE:
NOT USED,
SERVICE GROUNDING CONNEC110NS
2.9
0, ABOVE GRADE CONNEC110NS SHALl BE BURNDY HYGROUND
COMPRESSION, BElOW GRADE CONNECTIONS SHALl BE
EXOTHERMIC WELD,
GENERAL
NOTES
SllE: V A22343A
~NACI...E CARTER'S MOUNT At!
1920 CARTER'S MTN. ROAD
CHAFLOTTESVU...E, VA 22902
GROUNDED
BRIDGE I CABLE 'IRA Y
BOND THE COAX BRIDGE OR CABLE TRAY TO THE AGB WITH #2
STRANDED INSUlA TED GREEN WIRE. THESE CONNECTIONS SHALl BE DOUBLE
LUG BOLTED I SCREWED !AECHANICAL CONNECTIONS WITH STAR LOCK
WASHERS AND CONDUCTI~r. LUBRICANT, ALl BRIDGE SPLICES SHALl HAVE
JJMPERS OF #2 STRANDD INSULA TED GREEN WIRE.
THE NEUTRAL CONDUCTOR OF THE ELECTRIC SERVICE SHAll BE
IN ACCORDANCE WITH THE NATIONAL ELECTRICAl CODE.
COAX GRQUNDlNG
2.10
E. CONDUCTIVE LUBRICANT SHALl
MECHANICAL CONNECTlONS,
F, MECHANICAl fASTENERS (I,E., DOUBLE LUGS, SPLIT BOLTS
PAAALLEl CONNECTORS) SHALl BE BRONZE, BRASS, COPPER
OR STAINLESS STEEL AND HAVE CONDUCTIVE LUBRICANT BETWEEN
CONDUCTOR AND CONNECTION.
ALl
IN
BE USED
THE ENTIRE ELECTRICAl INSTALlATION SHALL BE
GROUNDED AS REQUIRED BY ALl APPUCABLE CODES.
WIRE AND CASU: CONOUCTORS SHALl BE COPPER '12 AWG
MINIMUM UNLESS SPECIfiCAllY NOTED OTHERMSE ON
ORAWlNGS.
PENETRATIONS IN fiRE RATED WALlS SHALl BE FIRE
STOPPED IN ACCORDANCE WITH APPUCABLE LOCAL
BUILDING CODES WITH U,L USTED MATERIAlS.
19,
20,
21
)
.-
2
N2
SHEET NUlABER:
JOOI R024112
BOLTS, NUTS AND SCREWS USED TO fASTEN MECHANICAL
CONNECTORS SHALL BE STAINLESS STEEL WITH STAR TYPE
STAINLESS STEEL LOCK WASHERS,
G,
Thh dOCWMnt h the crut.ion, de.lqn. property _nd
copyriqhted work ot "0IN\1point C:oJll'ilunlcilUons Cap
Operations, LLC"', MY dupliC4lt1on or U!lfII without
expreaa \lritten consent i~ atrictly prohibited.
A TT ACHMENT B I
~
~- .....
0-'
Draper Aden Associates
8090 VlU,A PARK DRIVE
RlailolOND, VA 23228
(B04) 264-222B PHONE
(804) 264-8nJ FAX
I ..~.~
,_tC -~"6'"- .-.;"".;
OMNIPOINT
COMMUNICATIONS CAP
OPERATIONS, LLC
5041 CORPORATE WOODS DR.
SUITE 200
VIRGINIA BEAai, VA 23462
PH: (757) 490-7240
FAX: (757) 490-Jn8
SUlMTTALS/REVISIONS
NO. DESaII'lIllII DAlE
1 ISSUED FDR IIE\lEIl 10/11/02
2 IlEWSlD rill CQ,IlEIITS. lSSUED FDR flIlAl n/rfl/02
J
.
5
.
7
lI1ElID: VA22.}4JA
IlRAIN BY, 1KD
DlEQ([D IT: QIS
SCAU: AS II01lD
-
ll1loE: --
GENERAL -
NOTES
SItE: v A22343A
~CLE CARTffiS MOlM'AIN
1920 CARTER'S MTN. ROAD
CHAFLOTTESVl.l.E. VA 22902 23
-
SHEET NUMBER:
N3
JOB, R02482
3 - SPECIAL CONSTRUCTION
DIVISION
AND DRAINAGE
WORK
SITE
DIVISION 2
& ANTENNA INSTALLATION
31 00 TOWER
B, PRIOR TO OTHER EXCAVATION AND CONSTRUCTION
EFFORTS GRUB ORGANIC MATERIAL TO A MINIMUM OF SIX
INCHES BELOW ORIGINAL GROUND LEVEL.
EXCAVATION AND GRADING
EARTHWORK,
GENERAL
02000
PART
- GEN ERAL
WORK INCLUDED
IF REOUIRED, ERECT FURNISHED TOWER,
PART
A.
,1
C, UNLESS OTHERWISE INSTRUCTED BY THE OWlNER, REMOVE
TREES, BRUSH AND DEBRIS FROM THE PROPERlY TO AN
AUTHORIZED LANDFILL,
0, WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED,
LINE THE GRUBBED AREAS WITH STABILIZER MAT PRIOR
TO PLACEMENT OF FILL OR BASE MATERIAL.
WORK INCLUDED: REFER TO THE SURVEY AND
SITE PLAN FOR WORK INCLUDED,
,2 RELATED WORK
,1
ERECTION,
TEf.1PORARllY DURING
BASE(S) AND ANCHORS,
B. GROUND TOWER
GROUNDING SHALL INCLUDE
A. CONSTRUCTION FOR EQUIPMENT FOUNDATION
B. INSTALLATION OF ANTENNA SUPPORT SYSTEM
C, ERECTION OF FENCE
C, IF REOUIRED, INSTALL THREE (3) SIDE ARMS,
CONSISTING OF THREE (3) 6'_0' AS INDICATED ON DRAWINGS
- CONFIRM WITH OWNER REPRESENTATIVE,
MOIINTS AS
WAVEGUIDE
AND
INDICATED ON DRAWINGS
STEEL
ANTENNA
GALVANIZED
STEEL
E, INSTALL GALVANIZED
INDICATED ON DRAWINGS,
AS
FURNISHED
D, INSTALL ANTENNAS
OWNER SPECIFICATIONS.
INSTAlL
F,
lADDER,
INSTALLATION
A. THE SITE AND TURNAROUND AREAS SHALL BE AT THE SUB-
BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS,
GRADE OR FILL THE SITE AND ACCESS ROAD AS REQUIRED WITH
THE SOIL RESULTING FROM EXCAVATING THE FOUNDATIONS (PROVIDE
EVEN DISTRIBUTION), THE ELEVATIONS ARE TO BE CALCULATED
FROM THE RESULTING GRADE.
B, CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT
SPREAD BEYOND THE LIMITS OF THE OWNERS LEASE PROPERTY
UNLESS AUTHORIZED BY PROJECT MANAGER, IN WRITING,
C. AVOID CREATING DEPRESSIONS WHERE WATER MAY POND,
3,2
,3 DESCRIPTIONS
A. ACCESS ROAD, TURNAROUND AREAS. AND SITES ARE
CONSTRUCTED TO PROVIDE A WELL DRAINED, EASILY
MAINTAINED, MN SURFACE FOR MATERIAL AND
EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL
ACCESS.
.4 QUALITY ASSURANCE
WAVEGUIDE BRIDGE AS INDICATED ON
G, INSTALL
DRAWING,
A. VEGETATION LANDSCAPING, IF INCLUDED WITHIN THE
CONTRACT, WILL BE PLACED AND MAINTAINED AS
RECOMMENDED BY NURSERY INDUSTRY STANDARDS,
BAR
H SUPPLY AND INSTALL ONE INSULATED GROUND
AT EQUIPMENT CABINET,
D, THE CONTRACT INCLUDES ALL NECESSARY GRADING,
BANKING, DITCHING AND UNLESS OTHERWISE INDICATED,
COVERING TWO INCHES OF SURFACE COURSE, ALL ROADS OR
ROUTES UTILIZED FOR ACCESS TO THE SITE,
COMMENCING AT THE POINT OF INTERSECTION
NEAREST PliallC THOROUGHFARE, ARE INCi..;,;m:<:.
UNLESS OTHERWISE NOTED,
WITH THE
ij~ ~"",.~,w_
.5 SEQUENCING
J , , ~r:1:I 1!J<::r....lJ r:~mJ!JI)ING STRAP KITS WITH L"NC'
,r:>!~'i',"t,'~0",""p;Co::l~~",I_''''~ (<::'!t T0 ANDREW-223707BO OR
APPROVED EQUAL) AT TOWER BASE BEFORE ENTERING
THE EQUIPMENT, GROUNDING STRAPS TO BE CONNECTED
TO INSULATED GROUND BAR,
E, WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE
THE EXISTING ROAD TO REMOVE ANY ORGANIC MATTE.R AND
SMOOTH THE SURFACE BEFORE PLACING FILL OR STONE,
'"
.:;~..;~;.::~
ClJi'iFiRlvi.'S\;".,,-,,' _ ..'.."..--'
TO ANY CONSTRUCTION,
A,
J, ASSIST OWNER TECHNICIANS IN PERFORMING SWE::P
TEST OF INSTALLED COAX,
B, GRUB THE COMPLETE ROAD AND SITE AREA PRIOR TO
FOUNDATION CONSTRUCTION OR PLACEMENT OF BACKFILL
OR SUB-BASE MATERIAL.
K, CONC. PIERS FOR FOUNDATIONS SHALL BE DRILlED
AND POURED ON THE SAME DAY,
F, PLACE FILL IN SIX TO EIGHT INCH MAXIMUM LIFTS
AND COMPACT BEFORE PLACING NEXT LIFT,
G. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE,
SHALL EXTEND A MINIMUM OF ONE FOOT BEYOND THE SITE
FENCE AND SHALL COVER THE AREA AS INDICATED,
C, CONSTRUCT TEMPORARY CONSTRUCTION ZONE ALONG
ACCESS DRIVE, IN ACCORDANCE WITH ALL LOCAL, STATE
& FEDERAL RULES,
RELATED WORK
2,2
H, RIPRAP SHAll BE A!'PUED TO THE SIDE SLOF-t:S OF ALL
FENCED SITE AREAS, PARKING AREAS AND TOA.lL OTHER
SLOPES GREATER THAN 2 : 1
D. IF REQUIRED, GRADE, SEED, FERTILIZE AND MULCH
DISTURBED AREAS IMMEDIATELY AFTER BRINGING THE
SITE AND ACCESS ROAD TO BASE COURSE ELEVATION,
WATER TO ENSURE GROWTH,
REQUIREMENTS OF REGULATOR AGENCIES
A. FURNISH U,L. LISTED EQUIPMENT WHERE SUCH lABEL IS
AVAILABLE, INSTALL IN CONFORMANCE WITH U.L STAlmARDS
WHERE APPLICABLE,
B. INSTALL ANTENNA, ANTENNA CABLES, GROUNDING SYSTEM
IN ACCORDANCE WITH DRAWINGS AND SPECIFICATION IN EFFECT
AT PROJECT LOCATION AND RECOMMENDATIONS OF STATE AND
LOCAL BUILDING CODES, SPECIAL CODES HAVING JURISDICTION
OVER SPECIFIC PORTIONS OF WORK. THIS INCLUDES BUT IS
NOT LIMITED TO THE FOLLOWING:
2,3
I. UNDER NO CIRCUMSTANCES WILL DITCHES, SWALES OR
CULVERTS BE PLACED SO THEY DIRECT WATER TOWARDS, OR
PERMIT STANDING WATER IMMEDIATELY ADJACENT TO SITE, IF
OWNER DESIGNS OR ELEVATIONS CONFLICT WITH THIS
GUIDANCE ADVISE THE OWNER IMMEDIATELY, IN WRITING,
J. SEED AND FERTILIZER SHAlL BE APPLIED TO SURFACE
CONDITIONS WHICH WILL ENCOURAGE ROOTING, RAKE AREAS TO
BE SEEDED TO MN THE SURFACE AND LOOSEN THE SOIL.
CONSTRUCTION ZONE,
BEFORE CONSTRUCTION
1, SUBMIT FOR APPROVAL THE SPECIFICATIONS OF THE
PROPOSED SURFACE COURSE MATERIAL
AFTER CONSTRUCTION
GRAVEL FROM TEMPORARY
E, REMOVE
,6 SUBMITTALS
A.
B.
1, EIA - ELECTRONIC INDUSTRIES ASSOCIATION EIA22F,
STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS
AND ANTENNA SUPPORTING STRUCTURES.
2, FAA - FEDERAL AVIATION ADMINISTRATION
ADVISORY CIRCULAR AC 70j7460-IH, OBSTFIUCTION
MARKING AND LIGHTING.
THE QUANTITY
L. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE
GROWTH OF SEEDED AND LANDSCAPED AREAS BY WATERING UP TO
THE POINT OF RELEASE FROM THE CONTRACT, CONTINUE TO
REWORK BARE AREAS UNTIL COMPLETE COVERAGE IS OBTAINED,
TWICE
K, SOW SEED IN TWO DIRECTIONS IN
RECOMMENDED BY THE SEED PRODUCER,
2, MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRASS SEED
AND FERTILIZER, IF REQUIRED,
3, LANDSCAPING
,7 WARRANTY
A, LANDSCAPING, IF INCLUDED WITHIN THE SCOPE OF THE
CONTRACT, WILL BE GUARANTEED FOR ONE YEAR FROM
DATE OF FINAL INSPECTION,
PART 2 PRODUCTS
IF REQUIRED,
WARRANTY STATEMENT,
3, FCC - FEDERAL COMMUNICATIONS COMMISSION
RULES AND REGULATIONS FORM 715. OBSTRUCTION
MARKING AND LIGHTING SPECIFICATIONS FOR ANTENNA
STRUCTURES AND FORM 715A, HIGH INTENSITY
OBSTRUCTION LIGHTING SPECIFICATIONS FOR ANTENNA
STRUCTURES,
95";
BE 95"; MAXIMUM DENSITY IN
D-1557 FOR SITE WORK AND
CONTROL
A. COMPACTION SHAlL
ACCORDANCE WITH ASTM
UNDER SlAB AREAS.
FIELD QUALITY
3.3
MATERIALS
A. ROAD AND SITE MATERIAlS: FILL MATERIAl - ACCEPTABLE
SELECT Fill SHALL BE IN ACCORDANCE WITH LOCAL
DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION
STANDARD SPECIFICATION,
2,
4, AISC - AMERICAN INSTITUTE OF STEEL
CONSTRUCTION SPECIFICATION FOR STRUCTURAL JOINTS
USING ASTM A325 OR M90 BOLTS,
5, IN ALL CASES, PART 77 OR THE FAA RUL~S AND
PARTS 17 AND 22 OF THE FCC RULES ARE APPLICABLE
AND IN THE MNT OF CONFLICT, SUPERSEDE ANY OTHER
STANDARDS OR SPECIFICATIONS,
PROTECTION
A, RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR
DRAINAGE SWALES AS INDICATED ON PLANS,
C, PROTECT SEEDED AREAS FROM EROSION BY SPREADING
STRAW TO A UNIFORM LOOSE DEPTH OF 1-2 INCHES, STAKE AND
TIE DOWN AS REQUIRED, USE OF EROSION CONTROL MESH OR
MULCH NET WILL BE AN ACCEPTABLE ALTERNATE.
IN ALL DIRECTIONS
3,4
B, RIPRAP ENTIRE DITCH FOR SIX FEET
AT CULVERT OPENINGS,
B, SOIL STABILIZER FABRIC SHALL CONFORM TO SPECIFICATIONS
CONTAINED IN SECTION 245 OF THE VIRGINIA DEPARTMENT
OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS,
LATEST EDITION,
2,2 EQUIPMENT
A. COMPACTING SHALL BE ACCOMPLISHED BY MECHANICAL
MEANS, LARGER AREAS SHAlL BE COMPACTED BY SHEEPS
FOOT, VIBRATORY OR RUBBER TIED ROLLERS WEIGHING
AT LEAST FIVE TONS, WATER TREATMENT MAY BE
REQUIRED TO OBTAIN COMPACTION, SMALLER AREAS
SHALL BE COMPACTED BY POWER-DRIVER, HAND HELD
TAMPERS.
D, ALL TREES PLACED IN CONJUNCTION WITH A LANDSCAPE
CONTRACT WILL BE WRAPPED, TIED WITH HOSE PROTECTED WIRE
AND SECURED TO 2 INCH X 2 INCH X 4 FOOT STEEL ANGLE
EXTENDING TWO FEET INTO THE GROUND ON FOUR SI::lES OF THE
TREE.
PART 3 EXECUTION
3,1 PREPARATION
AGAINST
PROTECTED
SHALL BE
E. ALL EXPOSED AREAS
WASHOUTS AND SOIL EROSION,
AREA AND
A, CLEAR TREES, BRUSH AND DEBRIS FROM SITE
ACCESS ROAD RIGHT OF WAY AS REQUIRED,
This dOCWllent hi the creation, design, property and
copyrighted "o~k of -OtrI:llpoint COft'IN1ftieations c..p
Operations, 1.LC.. Any duplication or u.. without
exprea~ written consent 1s .trictly prohibited.
ATTACHMENT B
~
~- .....
~ ~
~
Draper Aden Associates
B090 VILlA PARK DRIVE
RlailolOND, VA 23228
(804) 264-222B PHONE
(804) 264-SnJ FAX
OMNIPOINT
COMMUNICATIONS CAP
OPERATIONS, LLC
5041 CORPORATE WOODS DR.
SUI1E 200
VIRGINIA BEACH, VA 23462
PH: (7sn 490-7240
FAX: (7sn 49D-JnS
SUIN1TA1..S/REVlSIONS
1I11. DESQlIP1llll DAlE
1 ISSIJ!D fllR IOE1I 10/11/02
1 InliD I'ER ClllIIINlS. ISSIJ!D fllR I1IIAl '1/07/112
3
.
5
I
7
SlE NO: YA22JiJA
IIR4WNBY: 1I(D
ot(CllBl BY: tII5
SCAlI: AS 1I01ID
.-
nllL: -_.---~
SITE -
-..-...=.
PLAN
SITE: VA22343A
~Cl..E CARTER'S MOlMTAIN
1920 CARTER'S Mm ROAD ') 1
CHAALOTTESVLLE. VA 22902 ~.
-
SHEET NI.MBER:
C1
JOB' fi02462
NOTES:
1. A CURRENT AELD BOUNDARY SURVEY WAS NOT PERF'ORWED IN CON.lJNCllON
NTH 1HE PREPARAlION OF THESE SllE PLANs. ElCISlING BASE "'APPING WAS
PREPARED FROM AN OCTOBER AELD SK~.
FACTS THAT AN
2. SUB.ECT TO ANY STAlE OF
WOULD D1sa.osE.
3. SUB.ECT TO ANY STAlE OF OF
1T1l.E WOUlD DISClOSE.
.... SUB.ECT 10 ALl. RIGHTS, EASatENTS, COVENANTS OR RESTRlClIONS OF
RECORD.
5. BY GRAPHIC PLOTnNG ONLY, THIS PROPERlY APPEARS TO lOCAlED NlHIN
A.OOD ZONE -e-, AS SHO~ BY ARM "'AP. ca.tWNllY PANEl. NU"'BER 5110006
0375 B, EFFECllVE DAlE, DECEMBER 16, 15180. NO SURVEYING WAS oa.IE TO
LOCAlE THIS F1.00D ZONE.
6. NOT FOR RECORDAlION OR CONVEYANCE.
I
"\
I
I
I
EXISTING OHP: LE18
TELCO: EB4- 13
'>..
\
\
EXISTING GRA~L
ACCESS ROAD
. I
-<;>,
........
........1
........
I ........ ,\........
'-
........
........
........
'... ........\
.;'" ...........
. --...;:
........
'",
-~
/
'\
EXISTING GUYED
WIRES (TYP)
EXISTING OHP: LE15
TELCO: EB4-14
~
EXISTING MIDA TLANTIC
TELECOM BOX
101 11 2B006
:~I
,~-
~~<:.a...:." :.>.:
tV'......
~-~
.~'-
BOUNDARY SURVEY
ACCURAlE
AN UP- TO-DAlE ABSTRACT
PLAN
"=20'
FACTS THAT
SITE
SCALE:
~
~-a
~o
ce.~
~~
~~
\
/
EXISTING 12'X20'
. CONe PAO \
I .3-- PROPOSED OMNIPOINT
~ 15'X20' lEASE AREA
PROPOSED
GPS
"
PROPOSED OMNIPOINT
ELECTRICAL EQUIP.
"
EXISTING 205' TALL
GUYED TOWER
"
"
~
"
"
"
EXISTING
BUILDING
GRAPIDC SCALE /
. /
-
/
/
/
/
/
/
.
This dcc::uftent 1s the cr...t.ion. de31qn. property and
copyriqhted work of "Omnipoint Connunia.tion. Cap
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I
ATTACHMENT B
~
~-~
~...
Draper Aden Associates
1.-5
(FlVE REO)
A-6
(SIX REO)
1.-7
(SEVEN REO)
A-8
(EIGHT REO)
SillQ!U
ALPHA
~
1
b
)
A-l
(ONE REO)
1.-2
(lWO REO)
1.-3
(THREE REO)
1.-4
(FOUR REO)
B090 \'IUA PARK DRIVE
RIQiMOND. VA 2322B
(BQ.4.) 264--222B PHONE
(804) 264--8n3 FAX
SillQR....2
BETA
~ {)^ B-5
.f:> ~./ (FIVE BLUE)
~/~"~. B-6
r / ~'..:~' (SIX BLUE)
~ \: B- 7
B-1 (SEVEN BLUE)
(ONE BLUE) B-8
B-2 (EIGHT BLUE)
(lWO BLUE)
B-3
(T.-iREE BLUE)
B-4
(FOUR BLUE)
C-l
(ONE WHITE)
C-2
(lWO WHITE)
C-3
(THREE WHITE)
C-4
(FOUR WHITE)
'/.oboe
?
<Y
~ C-5
GAMMA (FIVE WHITE)
C-6
(SIX WHITE)
C-7
(SEVEN WHITE)
C-8
(EIGHT WHITE)
5041 CORPORATE WOODS OR.
SUITE 200
VIRGINIA BEAai, VA 23462
PH: (757) 490-7240
FAX: (757) 490-Jn8
\>
OMNIPOINT
COMMUNICAnONS CAP
OPERAnONS, LLC
FOR
REFER TO STRUCTURAl ANALYSIS BY OTHERS
EXACT MOUNTING DETAILS AND INFORMATION,
(VERTICAl-POlARllY) COLOR COOING
12-UNE
NOTE:
AZIMUTHS SHOWN ARE lYPlCAl.
SEE RFOS FOR ACTUAl AZIMUTHS,
TYPICAL ANTENNA_F:LAN
NOT TO SCALE
~
.J
MrPCS PANEL
ANTENNA
~-- .
_". ~ I
(lYP)~
~~-
NOTE: REFER TO STRUCTURAL MOUNT
ANAlYSIS BY OTHERS FOR EXACT
MOUNTING DETAILS AND
INFORMATION.
DOWNTILT
ASSEMBLY
REQUIRED FOR All
PANEL TYPE
ANTENNAS
PCS PANEL
ANTENNA
(4) COAXIAL
CABLES
~ANTENNA
MouNT
-
NOTE: PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS,
EXISTING TOWER AND TOWER FOUND A TION MUST BE ANALYZED BY A
LICENSED STRUCTURAL ENGINEER TO VERIFY TOWER IS CAPABLE OF
SUPPORTING PROPOSED LOADS, REFER TO S1RUCTURAL ANALYSIS
BY OTHERS FOR EXACT MOUNllNG DETAILS AND INFORMAllON, THIS
PLAN IS FOR REFERENCE ONLY AND NOT INTENDED TO BE USED FOR!
CONSTRUCTION PURPOSES,
EXISTING ANTENNA
@ :1:203' AGL
Jrr=j
T
~
ANTENNA
\' MOUNT
\
T
'\
~I
11
\
GUYED TOWER
LOW NOISE AMPLIFIER
(LNA) (TYP - 2 PER
SECTOR UNES 1 ole 4)
-
~.~
"
......1
/
/
EXISTING ANTENNA
@ :1:200' AGL
EXISTING ANTENNA
@ :1:184' AGL
EXISTING ANTENNA
@ :1:180' AGL
MFR ANTENNA~
"
EXISTING ANTENNA /
@ :1:165' AGL"
EXISTING ANTENNA /
@ :1:160' AGL)
"
...J
~
~
ANTENNA !
PIPE MOUNT ~
"
-
..1
1/2" COAX'
"
'~
"
/
/
EXISllNG ANTENNA
@ :1:127' AGL
/EXISTING ANTENNA
@ :1:126' AGL
/
"
2 MFR MOU~TDETAIL
C3 NOT TO SCALE
ALL DOWN TILT AND AZIMUTHS TO
BE VERIFIED BY RF SITE DATA
SHEET, SEE PROJECT MANAGER
FOR INFORMATION,
U AD-POlAR_PANEL_A~TENN A_DETAIL
TOTAL LOSS"
LOSS/
100'"
ANTENNA and COAXIAL CABLE SCHEDULE
MINIMUM
BENDING RADIUS
Z,40
Z.40
I.Z
I.Z
ZOO
zoo
COAXIAL CABLE
4 - 1-5/6" .
4 - 1-5/8" .
"
RAD I... t.4ECH. ..l COAXIAL CABLE
CENTER !,-,OWNTIL II LENGTH*
65'
65'
O'
O'
60'
60'
AZIMUTH
ANTENNA
ANTENNA!
MARK
r.OAX CARIF InFN1l8CATlO~
CON1RACTOR MUST PROVIDE EASY IDENTIFICATION
AND UNIFORM MARKING OF ANTENNA CABLING,
PER THE FOLLOWING INS1RUCTlONS:
'0
.0
o
N
-H
@
0::
w
:;;:
~
)-'
6 "
C>
Z
>=
V1
X
w
"-
o
t-
::c
C>
(;j
::c
-~.
EXISTING GUYED /
WIRES (TYP) ~
EXISTING ANTENNA
@ :1:125' AGL
/
"
"
"
"
J
......u
/
EXISTING ANTENNAS
@ :1:105' AGL
/
/
~
EXISTING ANTENNA
@ :1:85' AGL
/
/
/
EXISTING ANTENNA
@ :1:82' AGL
DAn:
,Dii1/02
11j01tOi
suBMITTALS/AEV\SIONS
D[StR1Pllal
ISSlJlIlflJlllE'lEW
IlE'olSEIl P!R ca.uEN15. ISSlJlIl HII FlNM.
NO.
l..
t
!
!
!
!
7
2,40
Z,40
,Z
,Z
ZOO
zoo
1-5/8" .
~
4-
4-
B5'
B5'
0'
O'
60'
60'
0'
0'
45'
45'
Dfl65-19-XXOPQ
OR65-19-XXOPQ
DR65-19-XXOPQ
DR65-19-XXDPQ
A-I
A-Z
8-1
8-Z
LOCATION: MARKINGS SHALL BE MADE USING
COLOR TAPE W/ 3" OF COVERAGE AFFIXED AT
THREE PLACES ON THE COAX CABLE RUN AS
FOLLOWS:
1.
VA22l43A
;;m-
~
AS IIllTID
srn:NO:
DRAIIIBY:
CiiEaCIDiY:
SCI1E:
nll.E:
Z,40
2.40
.Z
,2
\/ERIFY
f TOTAL
TOWER ELEVAll0N AND
ANiENNA SCHEDULE
SHE: V A22'J43A
ptlNAClE cARTER'S MOUNTAIN
1920 CARTER'S MTN. ROAD
CHAA-OTTEsvu..E. VA 22902
SHELl NUIoI9ER:
4' -0" -y::o--
- -
4'-0" 3'-0.
- -
~ ~
4'-0" 3'-0"
915660
915661
916659
10"
20"
-1/4
2,040'
RFS
CABLE
TYPE ,
610918-001
20.
ZOo
-ESlIMA lED LENGlH - CONlRACTOR TO FIELD
"ESlIMAlED LOSS- Rf TO VERIFY
LENGlH
CA8LE
SIZE
1/2"
7/8"
1-5/8
1/2"
.
.
4 - 1-5/6'
4 - 1-5/8'
85'
65'
O'
0'
60'
60'
Z4O'
240'
C-1
C-Z
FIRST-ON THE COAX AT THE CONNECTOR
NEAREST THE ANTENNA (WHERE THE COAX AND
JUMPER ARE CONNECTED),
........
-
-
(JUST
2, SECTOR IDENTIFICATION: NORMALLY A SITE WILL
HAVE UP TO THREE SECTORS, SECTORS SHALL
BE DESIGNATED IN A CLOCKWISE MANNER; THE
ALPHA SECTOR IS CLOSEST TO ZERO DEGREES
(NORTH) THE BETA AND GAMMA FOlLOW
CLOCKWISE IN SEQUENCE,
SECOND - AT THE BASE OF THE TOWER
STRUCTURE (FOR TOWERS ONLY),
OUTSIDE THE BTS
THIRD - AT A POINT
PRIOR TO 1.1GB)
.... t
-
-
.*-
z
z
l!!
z
<
I-
Z
C5
Q.
Z
:::E
o
o
....
V1
o
Q.
o
0:
Q.
~
:1:60' 10 PROPOSED
OMNIPOINT AN~AS , /' . '1
/'
EXISTING ANTENNA ...... L
@ :1:55' AGL
/'
/'
/'
1U
:1:25' 10 PROPOSED
OMNIPOINT IoIFR
ANTENNAS
PROPOSED
OIoINIPOINT
EQUIPMENT
ALPHA SECTOR - RED
BETA SECTOR - BLUE
GAMMA SECTOR - WHITE
b
CD
-H
JJm
I) c:.
'"'U
-
C3
JOB, R02482
Al'l TENt'iA- SCI-iEDU LE
@
.
TOWER ELEVATION
NOT TO SCALE
~
1hi.!! document is the creation. design, property and
copydqhted work of "amnipoint ComRIunic&tion8 Cap
Opetations, LLC". by duplication or use without
IIxoreSS written consent 18 strictly prohibited.
.p.~lCr~40Jd .(rl:lPlll' ii, )ua;UO:l UliIl~P" !lu:J.dxa
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3.\1ll0 lCllVd Y11... OB09
SQlB!OOSsy uaPV.md1uQ
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..... -
~
81N3WH:J'Vll'V
ATTACHMENT B
~
-~......
-~~
Draper Aden Associates
8090 ...,L.LA PARK DRIVE
RlaiIolOND. VA 23228
(804) 264-222B PHONE
(804) 264-8nJ FAX
. -,-
OMNIPOINT
COMMUNICATIONS CAP
OPERATIONS, LLC
5041 CORPORATE WOODS DR.
SUITE 200
...,RGlNIA BEAai, VA 23482
PH: (757) 490-7240
FAX: (757) 49o-Jn8
SlIIMTTAlS/FEVISIONS
NO. IlESCIllI'1IOH DAlE
1 ISlIIID FlIR RtW:W 10/11/02
l RE:'IlSED I'!Il aMIENlS, ISUD FOR filA!. 11/lfl/02
3
4
5
I
7
lllE NO: YmJ43A
DRAIIi BY; 1ICIl
otECIfD BY: 015
SCM: AS HOlUl
.~
nlU: ..---=.
CML -
-_.
NOTES
SllE: VA22343A
PtmAClE CARTEFl'S t.AQl.M' A1N
1920 CARTER'S MTN. ROAD ') 8
CHAfLOTTESVLLE. VA 22902 (.
-
SHEET NUl.tIlER:
C5
JOB' R02482
EXISTING UTILITIES,
Fill STANDARDS AS
REPRESENTATIVE,
MAINTAIN FLOW FOR ALL
ALL SITE FILL SHALL MEET SELECTED
DEFINED BY THE OwNER OR OWNER'S
2.
3.
CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO
PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING OR
EQUIPMENT PAD AND THE TOWER.
PROPOSED TOWER FOOTING/FOUNDATION DIMENSIONS (IF
ANY) ARE SHOWN FOR GENERAL INFORMATION PURPOSES
ONL Y. CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATING ACTUAL FOUNDATION DIMENSIONS WITH FINAL
-;-.:, .;.." :~...';:'I' Mi,... 'UUI~U':" Ci01~ IIESiGN AS PROVllJED t3Y
TOWER MANUF AcluRER: . ... ' .
PARKING DURING MAINTENANCE OPERATIONS SHALL BE
CONFINED TO THE PROPOSED COMPOUND & ACCESS ROAD.
THE CONTR/ICTOR WILL REWORK (DRY, SCARIFY, ETC,) ALL
MATERIAL NOT SUITABLE FOR SUBGRADE IN ITS PRESENT
STATE, IF THE MATERIAL, AFTER REWORKING, REMAINS
UNSUITABLE, THEN THE CONTRACTOR SHAll UNDERCUT
THIS MATERIAL AND REPLACE IT WITH AN APPROVED
MA TER1AL ALL SUBGRADES SHALL BE PROOF ROLLED WITH
A FULLY LOADED TANDEM AXLE TRUCK PRIOR TO PAVING,
ANY SOFT MATERIAL SHALL BE REWORKED OR REPLACED,
THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE
REQUIREMENTS FOR THE LIMITS OF OVERHEAD AND OR
UNDERGROUND ELECTRICAL SERVICE.
19.
THE CONTRACTOR SHALL COORDINATE THE LOCATION OF
NEW UNDERGROUND TELEPHONE SERVICE WITH THE
TELEPHONE UTILITY AND THE OWNER'S REQUIREMENTS,
20.
ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTED
FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE.
THE CONTRACTOR IS RESPONSIBLE FOR APPOINTING A
DESIGNATED "RESPONSIBLE LAND DISTURBER" (RLD) WHO
SHALL BE RESPONSIBLE FOR INSPECTING AND MAINTAINING
ALL EROSION CONTROL MEASURES, THE RLD SHALL BE
CERTIFIED IN VIRGINIA,
4.
15.
17. NOTE THAT ALL DIMENSIONS, ELEVATIONS, AND EXISTING
CONDITIONS SHOWN ON THE DRAWINGS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING ANY
MATERIALS ORDERING, FABRICATION OR CONSTRUCTION
WORK.
18.
22. ALL UNDERGROUND UTILITIES (ELECTRICITY. TELEPHONE,
ETC,) SHALL BE INSTALLED AND TESTED SATISFACTORY
PRIOR TO COMMENCING ANY PAVING OPERATIONS WHERE
SUCH UTILITIES ARE WITHIN THE LIMITS OF PAVING,
23.
6.
21
GENERAL NOTES
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL
PLAN SHEETS AND SPECIFICATIONS AND COORDINATE HIS
WORK WITH THE WORK OF ALL OTHER CONTRACTORS TO
ENSURE THAT WORK PROGRESSION IS NOT INTERRUPTED,
2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT
AND ORDERL Y SITE, YARD AND GROUNDS, REMOVE AND
DISPOSE OFF SITE ALL RUBBISH, WASTE MATERIALS.
UTTER, AND ALL FOREIGN SUBTANCES, REMOVE
PETRO-CHEMICAL SPILLS, STAINS AND OTHER FOREIGN
DEPOSITS, RAKE GROUNDS TO A SMOOTH EVEN-TEXTURED
SURFACE,
~. .!DCATION OF EXISTINC SUBSURFACE STRUCTURES, ABOVE
GROUND STRUCTURES AND/OR UTILITIES WITHIN THE AREA
OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON
THE PLANS, AND IF SHOWN ARE ONLY APPROXIMA TEL Y
CORRECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY LOCATION OF ALL SUBSURFACE STRUCTURES AND
UTILITIES PRIOR TO STARTING WORK, 72 HOURS PRIOR TO
ANY DIGGING OR DRILLING, CONTACT LOCAL UTILITY
LOCATING SERVICE,
4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE
NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY
FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S
WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE
EXPRESS APPROVAL OF THE OWNER OR OWNER'S
REPRESENTA TlVE,
5. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY
AND ALL OTHER CONTRACTORS PERFORMING WORK ON THIS
JOB SITE DURING THE PERFORMANCE OF THIS CONTRACT,
6. THE CONTRACTOR SHALL RESTORE ALL PUBLIC OR PRIVATE
PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD
OF CONDITlON AS BEFORE DISTURBED AS DETERMINED BY
THE OWNER OR OWNER'S REPRESENTATIVE.
7. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED
PERMITS,
8. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE
MONUMENTATION, ANY MONUMENTATION DISTURBED OR
DESTROYED, AS JUDGED BY THE OWNER OR THE OWNER'S
REPRESENTATIVE SHALL BE REPLACED AT THE
CONTRACTORS EXPENSE UNDER THE SUPERVISION OF A
LICENSED LAND SURVEYOR,
9. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND
SHORING SHALL BE DONE IN ACCORDANCE OSHA
REGULA TlONS FOR CONSTRUCTION,
10. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND
THE MAINTENANCE OF SURFACE DRAINAGE DURING THE
COURSE OF WORK
11. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING
SYSTEMS SHAll BE OWNER, NOTIFY THE OWNER OR OWNER'S
REPRESENTATIVE AND THE UTILITY OWNER BEFORE EACH
AND EVERY CONNECTION TO EXISTING SYSTEMS IS MADE,
"
.
Thh docWRllnt 111 the creation. de.ign. property and
copyrlqhtad. worle. of "Onnipoiftt r:o~icatlon6 Cap
Operations, LLC". Any duplic.tlcn or use without
express written consent 1s strictly prohibit.ed.
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