HomeMy WebLinkAboutSP200300055 Action Letter
.
COUNTY OF ALBEMARLE
DepartmcT)t of Planning & Community Development
40 I Mcintire Road, Room 218
Charlottesville, Virginia 22902-4596
(434) 296 - 5823
Fax (434) 972 - 4012
November 20, 2003
Ambre Blatter
Omnipoint T Mobile
5029 Corporate Woods Drive
Virginia Beach, VA 23462
RE: SP-03-55 David T. Pastors (OmnipointIT-Mobile); Tax Map 55, Parcel 19D1
Dear Ms. Blatter:
The Albemarle County Board of Supervisors, at its meeting on November 5,2003, by a vote of 6:0, approved the
above-noted request. Please note that this approval is subject to the following conditions:
The facility shall be desianed, constructed and maintained as follows:
1. With the exception of any minor changes that would be required in order to comply with the conditions listed
herein, the facility including the monopole, the ground equipment building, and any antennas shall be sized,
located and built as shown on the concept plan entitled, "Crown Communications CAP Operations, LLC /Pastors
Rawland", dated September 9,2003;
2. The calculation of pole height shall include any base, foundation or grading that raises the pole above the pre-
existing, natural ground elevation; .
3. The top of the pole, as measured Above Mean Sea Level (AMSL) shall never exceed seven (7) feet above the
top of the tallest tree within twenty-five (25) feet. In no case shall the pole exceed ninety-nine (99) feet in total
height at the time of installation without prior approval of an amendment to this special use permit or personal
wireless facility permit;
4. The monopole shall be made of wood and be a dark brown natural wood color;
5. The ground equipment cabinets, antennas, concrete pad and all equipment attached to the pole shall be the
same color as the pole and shall be no larger than the specifications set forth in the application plans;
6. Only flush-mounted antennas shall be permitted. No antennas that project out from the pole beyond the
minimum required by the support structure shall be permitted. However, in no case shall the distance between
the face of the pole and the faces of the antennas be more than twelve (12) inches.
7. No satellite or microwave dishes shall be permitted on the monopole;
8. No antennas or equipment, with the exception of a grounding rod, not to exceed one-inch in diameter and twelve
(12) inches in height, shaU be located above the top of the pole;
9. No guy wires shall be permitted;
10. No lighting shall be permitted on the site or on the pole, except as herein provided. Outdoor lighting shall be
limited to periods of maintenance only. Each outdoor luminaire shall be fully shielded such that all light emitted is
projected below a horizontal plane running though the lowest part of the shield or shielding part of the luminaire.
For the purposes of this condition, a luminaire is a complete lighting unit consisting of a lamp or lamps together
with the parts designed to distribute the light, to position and protect the lamps, and to connect the lamps to the
power supply; and
11. The permittee shall comply with section 5.1.12 of the Zoning Ordinance. Fencing of the lease area shall not be
permitted.
Prior to the issuance of a buildinq permit, the followinq requirements shall be met:
12. Certification by a registered surveyor stating the height of the reference tree that has beefl used to iustifv the
Page 2
November 20, 2003
13. Prior to beginning construction or installation of the pole, the equipment cabinets or vehicular or utility access, an
amended tree conservation plan, developed by a certified arborist shall be submitted to
the Zoning Administrator for approval. The plan shall specify tree protection methods and procedures, and
identify any existing trees to be removed on the site - both inside and outside the access easement and lease
area. All construction or installation associated with the pOle and equipment pad, including necessary access for
construction or installation, shall be in accordance with this tree conservation plan. Except for the tree removal
expressly authorized by the Director of Planning and Community Development, the permittee shall not remove
existing trees within two hundred (200) feet of the pole and equipment pad. A special use permit amendment
shall be required for any future tree removal within the two hundred (200)-foot buffer, after the installation of the
subject facility;
14. With the building permit application, the applicant shall submit the final revised set of site plans for construction of
the facility. During the application review, Planning staff shall review the revised plans to ensure that all
appropriate conditions of the special use permit have been addressed; and
15. The construction plans shall be revised to reflect the correct tax map and parcel number for the property upon
which this facility site is located.
After the completion of the pole installation and prior to the issuance of a Certificate of Occupancy or to any facility
operation. the fOllowinq shall be met:
16. Certification by a registered surveyor stating the height of the pole, measured both in feet above ground level and
in elevation above sea-level (ASL) using the benchmarks or reference datum identified in the application shall be
provided to the Zoning Administrator;
17. Certification confirming that the grounding rod: a) height does not exceed two (2) feet above the tower; and, b)
width does not exceed a diameter of one (1)-inch, shall be provided to the Zoning Administrator and;
18. No slopes associated with construction of the facility shall be created that are steeper than 2:1 unless retaining
walls, revetments, or other stabilization measures acceptable to the County Engineer are employed.
After the issuance of a Certificate of Occupancy, the following requirements shall be met:
19. The applicant, or any subsequent owners of the facility, shall submit a report to the Zoning Administrator by July
1 of each year. The report shall identify each personal wireless service provider that uses the facility, including a
drawing indicating which equipment, on both the tower and the ground, are associated with each provider and;
20. All equipment and antennae from any individual personal wireless service provider shall be disassembled and
removed from the site within ninety (90) days of the date its use is discontinued. The entire facility shall be
disassembled and removed from the site within ninety (90) days of the date its use for personal wireless service
purposes is discontinued. If the Zoning Administrator determines at any time that surety is required to guarantee
that the facility will be removed as required, the permittee shall furnish to the Zoning Administrator a certified
check, a bond with surety satisfactory to the County, or a letter of credit satisfactory to the County, in an amount
sufficient for, and conditioned upon, the removal of the facility. The type of surety guarantee shall be to the
satisfaction of the Zoning Administrator and the County Attorney.
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,
J
V. Wayne ilimberg
Director of Planning & Community. Development
\
\
ATTACHMENT A
~
- ~
V-,
Draper Aden Associates
E~I· s.rw,t.c. ~ScnIca
8090 Villa Pa/1( Drive Blacksburg, VA
Richmond, VA 23228 Charlottesville, VA
804-264-2228 Hampton Roads, VA
Fax: 804-264-8773 Raleigh-Durham, NC
www.daa.com
OMNIPOINT
COMMUNICATIONS CAP
OPERATIONS, LLC
5029 CORPORATE WOODS DR., SUITE 225
VIRGINIA BEAat. VA 23462
PH: (757) 490-7200
FAX: (757) 490-6195
SUBMTT ALS/FEVISIONS
NO. DESæll'11(J DATE
1 lEAS[ ÐHIIT 06/06/00
2 ZOIINC DAAWINGS IS9J£O ræ REV£II O6/1J/OO
J ZIHHG DAAIKS RE\1S[]) P!R COIAÆNTS 06/18/00
4 ~1E NHL NfJ lEAS[ MfA OIANWJ 06/24/00
5 REV. TO SOOW OISTAItŒ TO 1-64 07/'ð/OO
6 RE\1S[]) P!R COUNTY COIØÐTS 00/00/00
7
~1E NO: yAJ2J468
æAYlNBY: RID
QlEQŒD BY: TKD
seAl£, ÞS NOTED
TITlE;
TITLE
SHEET
SITE: VA32346C
PASTOR RAWL.AN:>
452 HALF MLE AD,
CHAFLOTTESVLLE, VA 22932
SHEET NUMBER:
T1
JOB, ROJ266 1,·1
FOR ZONING
ANTENNA SCHEDULE
NFORMA TION
OPERATIONS
OTHER
SHEET INDEX
TITLE SHEET
GENERAL NOTES
GENERAL NOTES
GENERAL NOTES
SURVEY EXHIBIT
ADJACENT PROPERTY
SITE DETAIL PLAN
TOWER ELEVATION AND
CIVIL DETAILS
CIVIL NOTES
BTS AND EQUIPMENT DLA TFORM
NETWORK
RF
OWNER OR REP.
CONSTRUCTION
REAL ESTATE
PROPER1Y
ZONING
T1
N1
N2
N3
C1
C1A
C2
C3
C4
C5
C6
CROWN
COMMUNICATIONS
CAP OPERATIONS, LLC
SITE NAME
PASTOR RAWLAND
SITE NUMBER
VA32346C
SITE ADDRESS
452 HALF MILE BRANCH ROAD
CROZET, VA. 22932
ALBEMARLE COUNTY
(NAD 83)
(NAD 83)
LA TITUDE: N38·02'50.76"
LONGITUDE: W78'43'49.91"
ELEV.: 704.4' (NAVD 88)
lHlS PROJECT CONSISTS OF lHE CO-LOCA nON OF NEW ANTENNAS
ON AN NEW 10t HIGH POLE. NEW EQUIPMENT WILL BE LOCATED
WllHlN THE EXISnNG CROWN COMMUNICA nONS LEASE AREA.
SITE DIRECTIONS
FROM VIRGINIA BEACH OFFICE: TAKE 1-64 WEST TOWARDS
CHARLOTTESVILLE. TAKE EXIT 107. TURN LEFT ON SR 250, TURN
LEFT ON YANCEY MILLS ROAD. AT ROAD'S END, TURN LEFT, lHEN
FlRST RIGHT ON HALF MILE BRANCH ROAD. DRIVEWAY TO SITE IS
3RD DRIVEWAY ON LEFT.
VICINITY MAP
NOT TO SCALE
APPLICANT
OMNIPOIN' COMMUNICATIONS CAP
OPERATIONS, LLC
5029 COf,PORATE WOODS DRIVE,
SUITE 225
VIRGINIA BEACH, VA 23462
PH: 757-490-7212
FAX: 757--490-6195
CONTACT: AMBRE BLATTER
r SUMMARY
LANDLORD
CROWN COMMUNICATIONS
375 SOUTHPOINT BLVD.
CANONSBURG, PA 15317
PROPERTY OWNER
DAVID T. PASTORS
452 HALF MILE BRANCH ROAD
CROZET, VA 22932
SITE NFORMATION
JURISDICTION: ALBEMARLE COUN1Y
MAGESTERIAL DISTRICT: WHITE HALL
D.S.: 1146, PG 511
CODE: BOCA
OCCUPANCY: UNMANNED
ZONING: RA
CONSTRUCTION 1YPE: PREFABRICATED
TAX ID: 05500000000930
7.363 AC
SITE LOCA 110N
NOT TO SCALE
SPRINT
~40-228-81 0
CONSULTANTS
DOMINION VIRGINIA POWER
ONE JAMES RIVER PlAZA
701 EAST CARY STREET
RICHMOND, VIRGINIA 23219
PHONE: 1-888-667-3000
CIVIL/SURVEYING
DRAPER ADEN ASSOCIATES
8090 VILLA PARK DRIVE
RICHMOND, VIRGINIA 23228
PHONE: 804-264-2228
FAX: 804-264-8773
UTlLmES
MISS UTI LID'
CONTRACTOR TO CALL 48
HOURS BEFORE DIGGING!
PHONE: (800)552-7001
CONTRACTOR RESPONSIBLE FOR
DAMAGE OF EXISTING UTILITIES
DURING CONSTRUCTION
SITE *
t<.oC'fns¡,-\ Gp..'?
ATTACHMENT A
Blacksburg, VA
Char1ottesville, VA
Hampton Roads, VA
Raleigh-Durham, NC
www.daa.com
Draper Aden Associates
E............ ........... _........
8090 Villa Park Drive
Richmond, VA 23228
804-264-2228
Fax: 804-264-8773
POST
WITHIN ONE
t.4INIMUt.4 SIX -INCH
PART 3 EXECunON
3. INSPECTION: EXCAVATE POST HOLES PER CONSTRUCTION
OOCUt.4ENTS. CONFlRIA PROPER DEPTH AND DIAlAÐER Of
HOLE EXCAVATlONS.
INSTAllATION
PLUt.4B
A. POST fOUNDATIONS SHALl HAVE A
CONCRETE COVER UNDER POST
B. All FENCE POSTS SHALL BE VERTICAllY
INCH IN OGHT fEE1'.
3.2
ASTI, -A653 STANDARD SPECIFICATION FOR STEEl SHEET
ZINC COAlED (GALVANIZED) BY THE HOT-DIPPED
PROCESS.
ASTI, -A570 SPECIFICATION FOR HOT -ROUED CARBON
STEEl SHEET AND STRIP STRUCTURAl QUALITY.
POST
PART 2 PRODUCTS
2.1 fENCE !.IATERIAL
A. All fABRIC WIRE, RAILS, POLES, HARDWARE AND OTHER
STEEl !.IATER1ALS SHALl BE HOT -DIPPED GALVANIZED.
FEDERAL SPECIFICATION RR-f-191-fENCING, WIRE AND
t.4ETAl (AND GATES, CHAIN UNK FENCE fABRIC AND
ACCESSÒRIES).
E.
f.
G.
GATE
AND
SIDES Of
STRETCHER
C. AT CORNER POSTS, GATE POST AND
fRAlAE, fABRIC SHALl BE ATTACHED WITH
TENSION BAND-CUPS AT 15 INCH INTERVAlS.
D. AT UNE POSTS, fABRIC SHALL BE ATTACHED
CUPS AT 15 INCH INTERVAlS.
CONTRACTOR SHALL BE EQUIPPED WITH SOME t.4EANS Of
CONSTANT COIott.4UNICATIONS, SUCH A5 A IotOBIl£ PHONE
OR A BEEPER. THIS EQUIPt.4ENT WILL NOT BE SUPPUED
BY THE OWNER, NOR WILL WIRELESS SERVICE BE
ARRANGED.
DURING CONSTRUCTION, CONTRACTOR t.4UST ENSURE THAT
Ð.lPLOYEES AND SUBCONTRACTORS COt.4PL Y WITH All
APPlICABLE OSHA SAFElY REQUIRÐ.lENTS.
PROVIDE WRITTEN OAIL Y UPDATES ON SITE PROGRESS
THE OWNER.
COIotPlETE INVENTORY Of CONSTRUCTION !.IATERIAlS AND
EQUJPt.4ENT IS REQUIRED PRIOR TO START Of CONSTRUCTION.
NOTIFY THE OWNER / PROJECT IlANAGER IN WRITING NO
LESS THAN 48 HOURS IN ÞlNANCE Of CONCRETE POURS,
TOWER ERECTIONS, AND EQUIPt.4ENT CABINET
PlACÐ.lENTS.
TO
D.
E.
f.
G.
H.
.6 CHANGE ORDER PROCEDURE
A. CHANGE ORDERS !.lAy BE INITIATED BY THE OWNER
AND/OR THE CONTRACTOR INVOLVED. THE CONTRACTOR,
UPON VER8AL REQUEST FROM THE OWNER SHALL PREPARE
A WRITTEN PRDPOSAL DESCRIBING THE CHANGE IN WORK
OR !.IATERIAlS AND AN'( CHANGES IN THE CONTRACT
AAtOUNT AND PRESENT TO THE OWNER WITHIN 24 HRS fOR
APPROVAl. SUBlAIT REQUESrS fOR SUBST1lUT1ONS IN
THE fORt.4 AND IN ACCORDANCE WITH PROCEDURES
REQUIRED FOR CHANGE ORDER PROPOSAlS. AN'( CHANGES
IN SCOPE Of WORK OR !.IA TER1ALS WHICH ARE PERFORt.4ED
BY THE CONTRACTOR WITHOUT A WRITTEN CHANGE ORDER
AS DESCRIBED AND APPROVED BY THE OWNER SHALL
PlACE fULL RESPONSIBILßY Of THESE ACTIONS ON THE
CONTRACTOR.
DMSION 1 - GENERAL NOTES
PART 1 GENERAL
1.1 INTENT
A. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS
ACCOt.4PANYING THEt.4 DESCRIBE THE WORK TO BE DONE
AND THE !.IATERIAlS TO BE fURNISHED fOR
CONSTRUCTION.
THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO
BE fULLY EXPlANATORY AND SUf'l'lE}, ENTARY. HOWEVER.
SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED
ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE
SAllE AS If SHOWN, INDICATED OR SPECIFIED IN BOTH.
THE INTENTION Of THE OOCUt.4ENTS IS TO INCLUDE All
lABOR AND IlATERIAlS RfASONABLY NECESSARY fOR THE
PROPER EXECUTION AND COIotPl.£T10N Of THE WORK AS
STIPUlATED IN THE CONTRACT.
B.
C.
.7 RÐ.ATED OOCUt.4ENTS AND COORDINATION
A. GENERAl CARPENTRY, ElECTRICAl AND ANTENNA
DRAWINGS ARE INTERRÐ.ATED. IN PERfORlAANCE Of THE
WORK, THE CONTRACTOR t.4UST REFER TO All DRAWINGS.
All COORDINATION TO BE THE RESPONSlBlLßY OF THE
CONTRACTOR.
THE PURPOSE Of THE SPECIFICATIONS IS TO INTERPRET
THE INTENT Of THE DRAWINGS AND TO DESIGNATE THE
t.tETHOD Of THE PROCEDURE, TYPE AND QUAIJ1Y Of
IlATERIAlS REQUIRED TO COt.4PlETE lHE WORK.
D.
WITH BAND-
f. A t.IAX1t.4Ut.4 GAP Of lWO INCHES WIlL BE PERt.41TTED
BE1WEEN THE CHAIN UNK fABRIC AND THE FINAL GRADE.
G. GATES SHALL BE INSTAlLED SO LOCKS ARE ACCESSIBLE
FROt.4 BOTH SIDES.
AND
E. ATTACH fABRIC TO BRACE RAILS, TENSION WIRE
TRUSS RODS WITH TIE CUPS AT TWO fODT INTERVAlS.
B. fABRIC SHALL BE TWO-INCH CHAIN UNK t.4ESH Of NO. 9
GlJAGE (0.1481 WIRE. VERIFY HOGHT WITH PROJECT IIANAGER.
THE fABRIC SHALL HAVE A KNUCKlED FINISH FOR THE TOP AND
BOTTOt.tEOGES. fABR1C SHALL CONfORt.4 TO THE SPECIFICATIONS
Of ASTI, A-392 ClASS 1.
ASTI, A-392 ClASS 1.
C. NOT USED.
GENERAL CONTRACTOR SHALL PROVIDE WITHIN 48 HOURS Of
CONSTRUCTION, BEfORE a: AfTER PHOTOS OF CONSTRUCTION
FROt.t All SIDES IN AND OUT Of COt.4POUND.
PlACÐ.lENTS.
IN THE COURSE Of CONSTRUCTION, CONTRACTOR SHALl PATCH,
REPAIR AND PAINT AN'( ARfA THAT HAS BEEN DAMAGED DURING
All PHASES Of PROJECT.
POSTS SHALL BE SCHEDUlE 40 GAlVANIZED
AND SHALl BE TYPE 1 ASl\I A-53 AND OF THE
DlAlAÐER (00 PER FENCE INDUSTRY STANDARD).
D. All
STEEl PIPE
fOLLOWING
J.
.8 SHOP DRAWINGS
A. CONTRACTOR SHALL SUBt.41T SHOP DRAWINGS AS REQUIRED
AND USTED IN THESE SPECIFICATIONS TO THE OWNER
FOR APPROVAl.
OMNIPOINT
COMMUNICATIONS CAP
OPERATIONS, LLC
5029 CORPORATE WOODS DR.. SUITE 225
VIRGINIA BEAai, VA 23462
PH: (757) 490-7200
FAX: (757) 490-8195
H. CONCRETE FOR FENCE POSTS SHAlL HAVE A t.4INIt.4Ut.4 Of
3,000 PSI BREAI<ING STRENGTH AT 28 DAYS.
3.3 PROTECTION: UPON C0t.4PlET10N Of ERECTION, INSPECT FENCE
!.IATERIAL AND PAINT FIELD CUTS OR GAlVANIZING BREAI<S WITH
ZINC-BASED PAINT COlOR TO !.lATCH THE GAlVANIZING PROCESS.
1/4· DIAlAETER
fRAlAES SHALL
1-7/8 INCHES
3 INCHES
3 INCHES
E. NOT USED.
f. All TOP AND BRACE RAILS SHALL BE
SCHEDULE - 40 t.4ECHANICAl-SERVlCE PIPE.
HAVE WÐ.DED CORNERS.
UNE
CORNER
GATE
GENERAL CONTRACTOR TO PROVIDE COPIES Of All INSPECTION
RElfASES FROt.4 THE GOVERNING t.4UNICIPAUnES WITHIN 4-3
HOURS AfTER CONSTRUCTION PI..ACÐoIENTS.
INSURANCE AND BONDS
K.
2
A. CONTRACTOR SHALL AT THOR OWN EXPENSE CARRY AND
t.IAINTAlN FOR THE DURATION OF THE PROJECT All
INSURANCE AS REQUIRED AND USTEO AND SHALL NOT
COt.4t.4ENCE WITH THOR WORK UNTIL THEY HAVE
PRESENTED AN ORIGINAL CERTlFlCATE Of INSURANCE
STATING All COVERAGES TO THE OWNER. REFER TO
THE IlASTER AGREEMENT fOR REQUIRED INSURANCE Ut.4ITS.
NAlAED A5 AN AOOIT1ONAL INSURED ON
B. All SHOP DRAWINGS SHAll. BE REVIEWED, CHECKED AND
CORRECTED BY CONTRACTOR PRIOR TO SUBMITTAl TO THE
OWNER.
.9 PRODUCTS AND SUBS1TTUT10NS
A. SUBt.41T 3 COPIES Of fACH REQUEST fOR SUBSTlTUTlON.
IN EACH REQUEST IDENTIFY THE PRODUCT OR
fABRlCA1l0N OR INSTAllATION t.4ETHOD TO BE REPlACED
BY THE SUBS1TTUT10N. INCLUDE RÐ.ATED
SPECIFICATION SECTION AND DRAWING NUt.4BERS AND
COt.4PlETE OOCUt.4ENTATlON SHOWING COt.4PUANCE WITH
THE REQUIRÐ.lENTS FOR SUBSTITUTIONS.
.2 CONFUCTS
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFICATION Of All t.4rASURÐ.lENTS AT THE SITE
BEFORE ORDERING þJff !.IATERIAlS OR DOING AN'( WORK.
NO EXTRA CHARGE OR COt.4PENSf\TION SHALl BE AlLOWED
DUE TO DIffERENCE BETWEEN ACTUAl DIt.4ENSIONS AND
Dlt.4ENSIONS INDICATED ON THE CONSTRUCTION
DRAWINGS. þJff SUCH DISCREPANCY IN DIt.4ENS1ON WHICH
IlAY BE fOUND SHALl BE SUBt.41TTED TO THE OWNER FOR
CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH
THE WORK IN THE AfFECTED ARrAS.
B.
THE BIDDER. If AWARDED THE CONTRACT, WILL NOT BE
AlLOWED þJff EXTRA COt.4PENSATION BY REASON Of AN'(
!.IAlTER OR THING CONCERNING WHICH SUCH BIOOER
t.4IGHT HAVE fULLY INfORlAED THEIISELVES PRIOR TO THE
BIDDING.
G. NOT USED.
H. GATE fRAt.4ES SHALL HAVE A fULL -HOGHT VERTICAl
BRACE AND A FULL-WIDTH HORIZONTAl BRACE, SECURED IN
PlACE BY USE Of GATE BRACE CWotPS.
I. GATE HINGES SHALl BE t.4ERCHANTS t.4ETAl MODEl 64386
HINGE ADAPTER WITH IIOOEl 6409, 188 DEGREE ATTACHt.4ENT,
OR EQUAl.
B.
B. SUBt.41T All NECESSARY PRODUCT DATA AND CUT SHEETS
WHICH PROPERLY INDICATE AND DESCRIBE THE 1TEIoIS,
PRODUCTS AND !.IATERIAlS BONG INSTAlLED. THE
CONTRACTOR SHAll., If DEEt.4ED NECESSARY BY THE
OWNER SUBlAIT ACTUAl SAIoIPlES TO THE OWNER FOR
APPROVAl IN UEU Of CUT SHEETS.
C. NO PLEA Of IGNORANCE Of CONDITIONS THAT EXIST, OR
Of DiffiCULTIES OR CONDmONS THAT !.lAy BE
ENCOUNTERED OR Of þJff OTHER RElEVANT !.lATTER
CONCERNING THE WORK TO BE PERfORlAED IN THE
EXECUTION Of THE WORK WILL BE ACCEPTED AS AN
EXCUSE FOR þJff fAILURE OR 0t.4ISSI0N ON THE PART Of
THE CONTRACTOR TO fUlFILL EVERY DETAIL Of All THE
REQUIREIIENTS Of THE CONTRACT DOCUMENTS GOVERNING
THE WORK.
t.4ERCHANTS
BE
SHALL
(LATCH ASSEMBLY)
OR EQUAl.
STOPS AND KEEPERS SHALL
J. THE GUIDE
METAl MODEL 2083,
All
fOR
BE PROVIDED
K. LATCHES,
GATES.
HOlDING
HEIGHT PLUNGER BAR
A NO. 9 GAUGE ZINC COATED TENSION WIRE SHALL BE
AT THE BOTTOt.t Of THE fABRIC, TERlAINATEO WITH BAND
AT CORNER AND GATE POSTS.
THE OWNER SHALl BE
All POUCIES.
C. CONTRACTOR t.4UST PROVIDE PROOF Of INSURANCE.
3 PROJECT SAFElY
A. THE CONTRACTOR SHALL COt.4PLY WITH VIRGINIA AND
fEDERAL HEALTH AND SAFElY REGULATIONS.
02830 FENCE (If REQUIRED
PART GENERAL
1
L All STOPS SHALL HAVE KEEPERS CAPABLE Of
THE GATE lEAF IN THE OPEN POSITION.
M. DOUBLE GATES SHALL HAVE A FULL
WITH DOt.4E CAP.
N.
USED
CUPS
PlANS fOR
BE INSTAlLED.
QUALITY ASSURANCE
A. All STEEl !.IATERIAlS unUZED IN CONJUNCTION WITH
THIS SPECIFICATION WILL BE GAlVANIZED OR STAINLESS
STEEL WÐGHT Of ZINC COATING ON THE fABRIC SHALL 9E
NOT LESS THAN 12 OUNCES PER SQUARE fOOT Of !.IATERIAL
COVERED. POSTS SHALL BE HOT-DIPPED IN GRADE E ZING,
1.8 OUNCES PER SQUARE fOOT.
WORK INCLUDED: REFER TO THE SITE
SIZE AND LOCATION Of ÆNCE AND GATES TO
.2
o QUALITY ASSURANCE
A. All WORK SHALL BE IN ACCORDANCE WITH APPUCABLE
LOCAL. STATE AND fEDERAl REGULATIONS. THESE SHALL
INCLUDE BUT NOT BE UMITEO TO THE LATEST VERSION
Of THE fOLLOWING:
1. ANSt/EIA - 222 - f
2. BUIWING OFFlCIAlS AND CODE AOt.AINISTRATORS
(BOCA) 1996
3. NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL
AJ.4ENDt.4ENTS 1999
4. UNDERWRITER lABORATORIES APPROVED ElECTRiCAl
PRODUCTS
5. AJ.4ERICAN INSTITUTE Of STEEl CONSTRUCTION
SPECIFICATIONS (AlSC)
6. UÆ SAFElY CODE NFPA - 101-2000
.3 CONTRACTS AND WARRANTIES
A. CONTRACTOR IS RESPONSIBlE fOR APPUCATlON AND
PAYt.4ENT Of CONTRACTOR UCENSES AND BONOS.
B. SEE !.tASTER CONTRACTION SERVICES
AGREEt.4ENT fOR AOD'L DETAILS.
STORAGE
All !.IATERIAlS t.4UST BE STORED IN A LEVEL AND DRY
fASHION AND IN A IAANNER THAT DOES NOT NECESSARILY
OBSTRUCT THE flOW Of OTHER WORK. þJff STORAGE
t.4ETHOD MUST t.4EET All RECOt.4t.4ENDATIONS Of THE
ASSOCIATED IAANUfACTURER.
.4
NO.
.1.
..!...
.L
..!..
l...
.!...
2...
SITE NO:
ORA~ BY:
OiECŒD BY:
SCALE:
TIllE:
DATE
D6/06/W
D6/13/W
D6/18/W
SUENTTALS/AEVISIONS
DESCRlPlQ
lEASE EXHIIT
2!)HN; DRA'MNCS ISSlJÐ) FOR RE'ÆW
ZOtItG DRAWHGS RߌD PER CDlAÐTS
O. PlACE A SIX INCH BY 1/2 INCH DIAt.IETER EYE -BOLT TO
HOLD TENSION WIRE AT UNE POSTS.
OR
3/8
3/4 INCH
A
All CORNER GATE AND END PANELS SHALL HAVE
TRUSS RDD WITH TURNBUCKLES.
BARS SHAlL BE 3/16 INCH BY
CROSS SECTIONAL ARfA
STRETCHER
EQUIVAlENT
P.
HAVE
Q.
INCH
SEQUENCING
A. If THE SITE ARfA HAS BEEN BROUGHT UP TO SURfACE
COURSE ElEVATION PRIOR TO FENCE CONSTRUCTION, fENCE
POST EXCAVATION SPOILS t.4UST BE CONTROUED TO PRECLUDE
CONTAJ.4INATlON Of SAID SURFACE COURSE.
SUBt.4ITTAlS
IAANUfACTURER'S DESCRIPTIVE UTERATURE.
SPECIFICATIONS
.3
1.11 AOt.4INISTRATlON
A. BEFORE THE COt.4t.4ENCEt.4ENT Of þJff WORK, THE
CONTRACTOR WILL ASSIGN A PROJECT IAANAGER WHO WILL
ACT AS A SINGLE POINT Of CONTACT FOR All
PERSONNEL INVOLVED IN THIS PROJECT. THIS PROJECT
IAANAGER WILL DEVELOP A IAASTER SCHEDULE FOR THE
PROJECT WHICH WILL BE SUBt.4ITTED TO THE OWNER
PRIOR TO THE COMMENCÐ.lENT Of þJff WORK.
.5 ClEAN UP
A. THE CONTRACTORS SHAlL AT All TIt.4ES KEEP THE SITE
FREE fROt.4 ACCUt.4ULATlON Of WASTE !.IATERIALS OR
RUBBISH CAUSED BY THOR EIIPLOYEES Ar WORK AND AT
THE COt.4PlET1ON Of THE WORK, THEY SHALL RÐ.lO\IE All
RUBBISH FROt.4 AND ABOUT THE BUIWING AREA.
INCLUDING All THEIR TOOLS, SCAffOLDING AND
SURPLUS !.IATERIAlS AND SHALL lEAVE THEIR WORK
ClEAN AND READY FOR USE.
.4
R. All POSTS EXCEPT GATE POSTS SHALL HAVE A
COMBINATION CAP AND BARBED WIRE SUPPORTING ARt.4. GATE
POSTS SHALL HAVE A OOME GAP.
A.
B.
15
VA.J2J4æ
GENERAL
NOTES
SITE; vA3234éC
PASTOR RAWL..AN:>
452 HALF MI..E FD.
aiAfLO' BVL VA 22932
SHEET NUM8ER:
N1
JOB, ROJ266
/oS NOTED
UMITED TO
WITH DOt.tE
WITH
IRON
S. OTHER HARDWARE INCLUDES BUT !.lAy NOT BE
TIE CUPS, BAND CUPS AND TENSION BAND CUPS.
T. BARBED WIRE GATE GUARDS SHALL BE FITTED
CAPS.
CAST
BE
U. BARBED WIRE SUPPORT ARt.4S SHALL
SET BOLT AND LOCI< WIRE IN THE ARM.
V. All CAPS SHALl BE CAST STEEL
HAVE
APPUCABLE STANDARDS
ASTII-A53 SPECIFICATION FOR PIPE, STEEl BlACK ANI)
HOT-DIPPED ZINC COATED (GAlVANIZED) WElDED AND
SEAAtLESS FOR ORDINARY USES.
GAlVANIZED)
ASTI, -A 153
(HOT-DIP)
ASTI, -A392
CHAIN UNK
COATING ON
COATING
STEEl
CERTIFICATE Of COt.4PLlANCE THAT
BEEN t.4ET.
ZINC (HOT-DIP
STEEl PRODUCTS.
STANDARD SPECIFICATION FOR ZINC
ON IRON AND STEEl HARDWARE.
fOR ZINC-CDATED
SPECIFICATION
FENCE fABRIC.
ASTI, -A 123
IRON AND
A.
B.
C.
D.
.5
B. SUBt.41T A BAR TYPE PROGRESS CHART NOT IAORE THAN 3
DAYS AFTER THE DATE ESTABUSHED FOR COt.4MENCEIIENT
Of THE WORK ON THE SCHEDULE, INDICATING A Tlt.4E
BAR FOR fACH t.lAJOR CATEGORY OR UNIT Of WORK TO BE
PERFORt.4ED AT SITE, PROPERLY SEQUENCED AND
COORDINATED WITH OTHER ELÐ.tENTS Of WORK AND
SHOWING COt.tPl£IlON Of THE WORK SUFFlClENTlY IN
ADVANCE OF THE DATE ESTABUSHED fOR SUBSTANTIAL
COt.lPlETlON Of THE WORK.
C. PRIOR TO COt.tt.4ENCING CONSTRUCTION, THE OWNER SHALL
SCHEDULE AN ON-SITE MEETING WITH All 1lAJ0R
PARTlES. THIS WDULD INCLUDE (THOUGH NOT Ut.41TEO
TO) THE OWNER. PROJECT IAANAGER. CONTRACTOR, lAND
OWNER REPRESENTATIVE, LOCAL illEPHONE COt.4PþJff,
TOWER ERECTION FOREIAAN (If SUBCONTRACTED).
ADJACENT
AND DIRT FROt.4
B. EXTERIOR; VISUAlLY INSPECT EXTERIOR SURfACES AND
REIIO\IE All TRACES Of SOIl, WASTE !.IATERIAlS,
SMUOGES AND OTHER fOREIGN !.lATTER.
1. REt.4O\1E All !RACES Of SPlASHED !.IATERIAlS FROM
ADJACENT SURfACES.
2. If NECESSARY TO ACHIEVE A UNlfORt.4 DEGREE Of
ClEANUNESS, HOSE DOWN THE EXTERIOR Of THE
STRUCTURE.
INTERIOR: VISUAllY INSPECT INTERIOR SURfACE AND
REIIO\IE All !RACES Of SOIl, WASTE !.IATERIAlS,
St.4UDGES AND OTHER fOROGN IlATTER FROt.4
WAlLS/flOOR/CElUNG.
1.
2.
!.IATERIAL FROt.4
REIotO\lE All !RACES
SURfACES.
REIotO\lE PAINT DROPPINGS, SPOTS, STAINS
FINISHED SURfACES.
OF SPlASHED
C.
ATTACHMENT A
2.1 TENANT IUPROVEUENT SITE GROUNDING: ~
FOR ROOF TOP ANTENNA INSTAlLATIONS ADDI110NAl ANTENNA
GROUND BARS UAY HAVE TO BE INSTAUID AT EACH ANTENNA
UOUNT LOCATION. All ANTENNA UOUNTS SHAU. BE GROUNDED V-,
WITH A #2 AWG CONDUCTOR CONNECTED TO THE NEAREST
BUILDING STEEl OR THE AGB INSTAllED AT THE UOUNT.
AU. BUSS BARS, BOTH 1.4GB AND AGB(S), SHAU. BE
INDEPENDEN1L Y TIED TO THE NEAREST BUILDING STEEl OR DESIGNATED Draper Aden Associates
GROUNDING SYSIDt AGB(S) UAY BE HOUE RUN BACK TO THE 1.4GB
YtttERE NO BUILDING STEEl IS A VAILA8LE. EllCiaeerbal:. SwTey&.¡. ~SenIca
8090 Villa Park Drive Blacksburg, VA
2.12 UUITS OF BEND RADIUS: Richmond, VA 23228 Charlottesville, VA
804-264-2228 Hampton Roads, VA
Fax: 804-264-8773 Raleígh-Durf1am, NC
I T IS IUPORT ANT THAT THE GROUNDING CONDUCTOR CONNECTING THE
INSIDE AND OUTSIDE GROUND SYSTEUS BE AS STRAIGHT AS POSSIBlE, www.daa.com
WITH NO TURN OR BEND SHORTER THAN ONE fOOT RADIUS WITH A
THREE fOOT RADIUS PREÆRRED. NO RIGHT SHARP BENDS
SHAU. BE AU.OWED.
2.13 BONDING PREPARATION &: FlNISH:
AU. SURFACES REQUIRE PREPARATION PRIOR TO BONDING OF EITHER
CAD ~LD OR UECHANICAl FASTENERS. GAlVANIZED SURfACES SHALl
BE GROUND OR SANDED TO THE POINT Of EXPOSING THE STEEl
SURFACE BELOW, PRIOR TO BONDING THE GROUND CONDUCTOR. FOR
OTHER SURfACES INQUDING COPPER BUSS BARS All PAINT, RUST
TARNISH AND GREASE SHAU. BE REUO\IED PRIOR TO BONDING THE
GROUND CONDUCTOR.
EXOTHERUIC v.£lDS SHAU. BE FlNISHED WITH THE APPUCA TION
OF COLD GAlVANIZATION AND VtHEN APPUCABLE, FlNISH PAINTED
WITH AN APPROPRIATE COLOR /'S REQUIRED.
UECHANICAl n1'E BONDS ON ALl OTHER SURF ACES, OTHER THAN OMNIPOINT
BUSS BARS, SHALl BE FlNISHED WITH THE APPUCA TION OF COlD COMMUNICATIONS CAP
GALVANIZATION AND/OR THE APPROPRIATE PAINT TO UATCH AS OPERATIONS, LLC
REQUIRED.
2.14 TESTING: 5029 CORPORA'IE WOODS DR., SUI'IE 225
VIRGINIA BEACH, VA 23482
THE OUTSIDE GROUND RING SHAll. BE TESTED AfTER INSTAU.ATION BUT PH: (757) 490-7200
PRIOR TO BACKAWNG THE GRC\lND RING TRENCH. THE GROUND AElD FAX: (757) 490-8195
RESISTANCE SHAU. UEASURE 5 OHUS OR LESS TO GROUND. RESULTS
Of THIS TEST SHALl BE BROUGHT TO THE PRO-ECT UANAGER. THE
RESISTANCE TO GROUND SHAU. BE UEASURED USING THE FAU. POTENTIAl
UETHOD.
2.15 HIGH RISE BUILDING:
A. HIGH RISE BUILDINGS PRESENT A UNIQUE PROBLEU IN
GROUNDING. A fACIUTY INVESTIGATION SHOULD BE UADE INTO
THE STRUCTURE OF THE BUILDING, AND AS TO THE POSSIBLE
PRESENCE OF AN EXISTING UGlHNING PROTECTION SYSTEU. IF
ONE IS IN PLACE, IT WlU. BE NECESSARY TO CONNECT THE
ANTENNA SYSTEU TO THE TO HE UGHTENING PROTECTION SysTEU,
WITH A TEST TO THE SysTEU AFTER INSTAU.A TION TO ENSURE
THAT IT HAS NOT CAUSED THE SYSTEU TO EXCEED 5 OHUS.
8. STRUCTURAl STEEL BUILDINGS: IF THE BUILDING IS BUILT
OF STRUCTURAl STEEL, IT UAY BE POSSIBLE TO GROUND THE
ANTENNAS TO THE BUILDING SITE. IT IS PREÆRABLE TO GROUND
THE ANTENNAS AND THE SITE 10 A DIRECT EARTH CONNECTION,
BY USE Of SEPARATE DOVtN LEADS OF 250 UCU COUING FROU GROUND SUBt.fTT ALS/ÆVISIONS
BUSS BARS TO CONNECT THE C.C¡OUND INPUT, AND RUN DOVtN A VERTICAL NO. 0CSCRIP'OOt DAlE
SHAfT TO A PA TlERN Of NO LESS THAN FOUR GROUND
ROOS. ~ERE PRACTICAL, THE BUILDING STEEL SHOULD BE 1 l£ASE OHIIT f1Sjœ/DJ
BONDED TO THE GROUND RING WITH A SEPARATE LEAD TO THE 2 ZDNI«õ ORAIINCS ISSIJED FIR RE\'E'I f1S/13/DJ
GROUND ROD FlELD. 3 Z<MIG ORAIINGS RE\1S{ ) PER tnlÐTS f1S/18/DJ
4
C. STRUCTURAL CONCRETE BUILDINGS ARE UORE DiffiCULT TO 5
GROUND PROPERLY. THE ANTENNAS SHOULD BE GROUNDED TO
A SEP ARA TE BUSS BAR AND DOVtN LEAD 'MiERE THE COAXIAL 6
CABLES ENTER THE BUILDING. THE DOVtN LEAD SHOULD BE 7
PROTECTED IN PVC CONDUIT AND SHOULD BE INSTAlLED AS FAR ~lE NO: VA.J:z.ma
APART AS IS PRACTICAL FROU EACH OTHER THE SEPARATE ORAII BY: row
DOVtN LEADS SHOULD NOT CON fACT EACH OTHER UNTIL O£tm) B1': \\f'I
CONNECTION WITH THE ARST GROUND ROD.
5CALE: AS NOTED
TIll£:
GENERAL
NOTES
511E: VA32346C
PASTOR RAWI...AtÐ
452 HALF MI..E FD.
CHAFLOTTESVLLE, VA 22932
SHEET NUM8ER:
N2
JOfJ' R03266 .~ h
.....)
All LUGS SHAU. HAVE TV«J HOlES fOR A DOUBLE BOLT
CONNECTION.
(1.4GB)
UASfER GROUND BAR IS TO GROUND THE
: UETAWC OBJECTS AROUND THE BTS.
GROUND BA ;
(AGB)
THE PURPOSE Of THE ANTENNA GROUND BAR IS PRIUARIL Y FOR
UGHTNING PROTECTION. COAXIAl CABLE IS USUALlY THE ONLY
ITEU GROUNDED TO THIS BAR. HO'It£VER IT IS ACCEPTABLE TO
BOND EXTERIOR; CABLE TRA Y, WAVE GUIDE PORTS AND
CANTILEVERED WAVE GUIDE BRIDGES TO THE AGB.
2.2
24.
25.
A. AU. UNDERGROUND CONDUIT SHALl BE SCHEDULE 40 PVC.
B. All EXTERIOR ABOVEGROUND CONDUIT SHALl BE SUNUGHT
RESISTANT SCHEDULE 80 PVC.
C. All INDOOR CONDUIT SHALl BE EUT.
D.
DtIJlSlON 16 GENERAL ElECTRIC
GENERAl ElECTRICAL PROIJISION
1. DEFlNI110NS
A. AGB - ANTENNA GROUNO BAR
B. AWG - AlAERICAN WIRE GAUGE
C. EUT - ELECTRICAL UEfAl TUBING
D. 1.4GB - UASTER GROUND BAR
E. PVC - POLY VINYL CHLORIDE CONDUIT
F. RA - RADIO FREQUENCY INTERÆRENCE
G. THW - l£TTER TYPE DESIGNATION fOR CONDUCTOR INSULATION
THAT IS A UOISTURE AND HEAT RESISTANT THERUOPLASTIC
WITH A UAXlUUU OPERATING TEUPERA TURE Of 75 DEGREES
CELSIUS OR 167 DEGREES FAHRENHEIT.
H.
2.1 1.4 ASTER GROUND BAR
THE PURPOSE OF THE
BTS AND ANY OTHER
ANTENNA
SOUD TINNED COPPER
UETER SOCKET AlAPERES, VOLTAGE, NUUBER Of PHASES
SHALl BE AS NOTED ON THE DRAWINGS, UANUf ACTURED BY
·SQUARE 0 COUPANY', OR APPROVED EQUAL
AU. UA TERIALS SHALl BE U.L USTED.
CONDUIT
BE
22. GROUNDING CONDUCTORS SHAlL
UNLESS OTHERWISE NOTED.
23.
SURGE ARRESTOR GROUND BAR (SAGB)
THE PURPOSE OF THE SURGE ARRESTOR GROUND BAR
UGHTNING PROTECTION.
2.3
Fl£XIBLE CONDUIT UAY BE USED AT EQUIPI.IENT CONNECTIONS.
Fl.£XlBLE CONDUIT SHALl BE UQUID TIGHT, SHALl NOT BE
LONGER THAN 8 ÆET AND SHALl CONTAIN GROUND
CONDUCTOR SIZED IN ACCORDANCE WI TH THE NATIONAL
ELECTRICAl CODE.
IS FOR
ANTENNA GROUNDING:
EACH ANTENNA COAXIAl CABLE SHAU. TYPICALlY BE GROUNDED
AT THREE POINTS USING A COAXIAL CABLE KIT. A TYPICAL
INSTAU.ATION SHAU. BE AS fOlLOWS:
2.4
A. THE ARST GROUND CONNECTION SHALl OCCUR AS QOSE TO THE
ANTENNA AS POSSIBLE.
8. THE SECOND GROUND SHALl BE UADE AT THE BOTTOU OF THE
VERTICAl RUN OF THE COAXIAL CABLE AS IT TURNS OUT AWAY
FROU THE TOWER TOWARDS THE BTS. THIS GROUND SHALl BE
TERUINA TED AT THE AGB. THE AGB SHALl HAVE TWO (2) LEADS
OF #2 AWG BARE TINNED SOUD COPPER WIRE, AND SHALL
TERMINATE AT THE TOWER GROUND RING. THESE SHALL BE INCASED
IN PVC CONDUIT.
WITH
COORDINATE THE ElECTRICAL SERVICE WITH THE UTIUTY
COIAPANY, AND PROVIDE DAILY UPDATES TO PI.I UNTIL FlNAl
ElECTRICAL SERIJlCE IS EFFECTED.
All ElECTRICAL EQUIPI.IENT SHALl BE LABElED
PERUANENT ENGRA \lED PLASTIC LABELS.
26.
27.
2. SUINITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT
OF All JOB SITE CONDI11ONS AND V«JRK TO BE PERFORUED
UNDER THIS CONTRACT.
CONTRACTOR SHAU. PERFORU All VERIACA TION
08SERVA TIONS TEST, AND EXAlAINA TION V«JRK PRIOR TO THE
ORDERING OF THE ElECTRICAl EQUIPMENT AND THE ACTUAL
CONSTRUCTION. CONTRACTOR SHALl ISSUE A YoRITTEN
NOTICE OF All ANDINGS TO THE ENGINEER USTING All
UAlFUNCTIONS, FAULTY EQUIPUENT AND DISCREPANCIES.
BE VERIFlED WITH OVtNER PRIOR TO
3.
28. UPON COIAPLETION Of V«JRK, CONDUCT CONTINUITY, SHORT
CIRCUIT, AND FALl Of POTENTIAL GROUND TESTS FOR
APPROVAL SUBUIT TEST REPORTS TO PROJECT UANAGER.
a..EAN PREUISES OF All DEBRIS RESULTING FROU V«JRK AND
LEAVE V«JRK IN A COMPLETE AND UNDAlAAGED CONDI11ON.
HEIGH TS SHAlL
INST AU.A TION.
4.
5. THESE PlANS ARE DIAGRAlAUA TIC ONLY, FOlLOW AS QOSEL Y
AS POSSIBLE.
29. CONTRACTOR TO COORDINATE WITH UTIUTY COUP ANY FOR
CONNECTION OF TEUPORARY AND PERUANENT POWER TO THE
SITE. THE TEUPORARY POWER AND All HOOKUP COSTS TO BE
PAID BY CONTRACTOR.
3 WIRE 200
120 / 240 SINGLE PHASE
ElECTRICAl SERVICE
AUP SERIJICE.
6.
THE THIRD GROUND SHALl BE THE SURGE ARRESTOR GROUND. IT SHAU.
BE ATTACHED TO THE CABLE ON STRAIGHT RUNS (NOT WITHIN BENDS)
AND BE WEATHER PROOFED PER THE UANUFACTURES SPEClFlCATIONS.
THE SURGE ARRESTORS SHALL BE GROUNDED TO THE GROUND BAR.
THE SAGB SHALL HAVE TWO (2) LEADS OF #2 AWG BARE TINNED
SOLID COPPER WlHE, AND SHALL TERMINATE AT THE TOWER GROUND
RING. THESE SHAll BE INCASED IN PVC.
C.
7. EACH CONDUCTOR OF EVERY SYSTEU SHALl BE PERUANEN1L Y
TAGGED IN EACH PANEL BOARD, PUu. BOX, J-BOX, WITCH
BOX, ETC., IN COIAPUANCE WITH OCCUPATIONAL SAÆTY
AND HEALTH ACT (O.S.HA).
GROUNDING STANDARDS
1.0 BACKGROUND
1.1 AREAS OF CONCERN: ~EN DESIGNING A GROUNDING SYSTEU
FOR A U08ILE RADIO fAClUTY THERE ARE fOUR INTERRELATED
AREAS Of CONCERN. THE BASIC OBJECTIVE FOR EACH IS:
8. CONTRACTOR SHAU. PROVIDE All LABOR, UA TERlAlS,
INSURANCE, EQUIPUENT, INSTAU.ATION, CONSTRUCTION
TOOLS, TRANSPORTATION, ETC., FOR A COUPLETE AND
PROPERLY OPERATIVE SYSTEU ENERGIZED THROUGHOUT AND
AS INDICATED ON DRAWINGS, AS SPEClAED HEREIN AND/OR
AS OTHERWISE REQUIRED.
All ÆNCE CORNER AND END POSTS (UINIUUU Of TWO) SHALl
HAVE ONE #2 SOLiD TINNED COPPER GROUND WIRE.
THESE POSTS SHAU. BE CONNECTED TO THE GROUND RING
WITH A #2 SOUD TINNED COPPER GROUND WIRE AND
INTERMEDIATE GROUND RODS If THE DISTANCE FROU THE POST
TO THE GROUND RING EXCEEDS 8 ÆET. IN NO CASE SHALl
ANY PORTION Of THE SAlAE ÆNCE REMAIN DISCONNECTED FROM
THE GROUND RING.
GATEPOSTS
GATEPOSTS SHALl BE GROUNDED TO EACH OTHER TO ENSURE THE
ENTIRE ÆNCE HAS ELECTRICAL CONTINUITY. CONNECTIONS SHALL
BE DRIU. AND TAP WITH BURNDY TYPE KC22 TO THE POST WITH
A #2 AWG BARE SOUD TINNED COPPER WIRE.
GATES
PERIUETER ÆNCE GROUNDING:
A. CORNER ÆNCE GROUNDING
B.
2.5
A. UGHTNING PROTECTION - TO UAINTAIN AU. EQUIPUENT AT
THE SAlAE POTENTIAl DURING A UGHTNING IUPULSE.
B. RA FOR NOISE INDUCTION CONTROL - TO EST ABUSH THE
LO~ST POSSIBLE IUPEDANCE AUONG All EQUIPUENT.
All UA TERIAlS AND EQUIPUENT SHAU. BE NEW
AND Of THE SAlAE UANUFACTURER THROUGHOUT
FOR EACH CLASS OR GROUP Of EQUIPI.IENT.
9.
C.
D.
C. ELECTROSTATIC CONTROL - TO REDUCE ElECTROSTATIC
DISCHARGE PR08I..EUS.
UA TERIAlS SHAU. BE UANUFACTURED IN
ACCORDANCE WITH APPUCABLE STANDARDS ESTABUSHED BY
ANSI, NEUA.
10.
PERSONNEL SAfETY - TO UAlNTAIN A UINIUUU VOLTAGE
DIfFERENCE 8E1WEEN ANY TWO UETAWC OBJECTS ~ICH
PERSONNEL UIGHT CONTACT SlUULTANEOUSLY.
A/C
D.
All TELCO CONDUIT INSTALLED SHALl BE SURFACE UOUNTED OR
DIRECT BURIAL UNLESS OTHERWISE NOTED.
1
GATES SHAlL BE BONDED TO GATEPOSTS WI TH A 18· BRAIDED
STRAP TYPE B018G92. THE CONNECTIONS SHALl BE BURNDY 2
HOLE LUGS (3/8· HOLES, 1· CENTER TO CENTER) BOLTED
THROUGH EACH PGST.
GENERA TOR FUEL TANK GROUNDING:
E.
f.
GROUNDING:
All GROUNDING CONNECTIONS INSIDE Of CABINETS SHAU. BE
SCRAPED TO BARE UETAL AND COATED WITH CONDUCTING
LUBRICANT.
1.2
2. CONTRACTOR SHALl CARRY OUT THEIR WORK IN ACCORDANCE
WITH All GOVERNING STATE,COUNTY AND LOCAL CODES AND
O.S.HA
3. CONTRACTOR SHAU. SECURE AU. NECESSARY BUILDING
PERUITS AND PAY All REQUIRED ÆES.
THE GENERATOR FUEL TAliK, IF REQUIRED, SHAU. BE CONNECTED IN AT
LEAST ONE PLACE TO THE UAIN EXTERIOR GROUND RING. #2 AWG BARE
SOUD TINNED COPPER WIRE SHALL BE BURNDY CONNECTED TO ONE
SUPPORT LEG OF THE FUll. TANK AND CAD WELD TO THE NEAREST
EXTERIOR GROUND RING GROUND ROO.
2.6
GROUNDING SYSTEU
2.0 UA TERIALS:
A. #2 AWG, BARE SOUD TINNED COPPER WIRE, FOR AU.
EXTERIOR CONDUCTORS AND TOWER GROUND BAR CONDUCTORS
OR AS OTHERWISE SPECIFlED. GROUNDS TO THE LNAS SHAU. BE
NO.6 STANDARD GREEN INSULATED JJUPERS. THE GROUND WIRE
TO THE 1.4GB SHAU. BE GREEN INSULA TED #2 WIRE BURNDY
CONNECTED TO THE BUSS BAR AND CONNECTED TO THE
GROUND RING ON A GROUND ROD.
STATION
COMPLETE JOB SHAU. BE GUARANTEED FOR A PERIOD OF
ONE (1) YEAR AFTER THE DATE Of JOB ACCEPTANCE BY
OVtNER. ANY WORK, UA TERIAL OR EQUIPUENT fOUND TO BE
fAULTY DURING THAT PERloo SHALl BE CORRECTED AT
ONCE, UPON YoRITlEN NOTIFlCA TION, AT THE EXPENSE Of
THE CONTRACTOR.
AlL EUPTY CONDUIT INSTAlLED BY THE CONTRACTOR SHAU.
HAVE A PUu. WIRE OR ROPE.
PROVIDE PROJECT UANAGER WITH ONE SET OF COUPLETE
ELECTRICAL . AS INSTALLED· DRAWINGS AT THE
COUPLETION Of THE JOB, SHOWING ACTUAL DIMENSIONS,
ROUTINGS AND CIRCUITS.
4.
5.
6.
GROUNDING:
THE UASTER GROUND BAR (1.4GB) SHALl SERVE AS THE COLLECTION POINT
FOR THE BTS AS ~u. AS AU. INTERIOR NON-ELECTRICAL GROUNDED
UETAL UATERIAlS; CABLE TRAYS, ALARU JJNCTION BOX, ETC., SHAU. BE
BE GROUNDED WITH 16 AWG STRANDED (GREEN) GROUND WIRES
WITH INDIVIDUAL RUNS BACK TO THE IAGB.
NOT USED.
EQUIPUENT ROOU
2.7
B. #2 AWG, INSULA TED STRANDED COPPER CABLE SHAlL BE
INSTALlED FOR INTERIOR GROUND BAR CONDUCTORS ON TENANT
IIAPROVEUENT SITES.
7. ALL BROCHURES, OPERATING UANUALS, CATALOGS, SHOP
DRA'MNGS, ETC., SHALL BE TURNED OVER TO THE OVtNER
AT JOB COI.fPLETION.
2.8
2.9
C. 3/4· X 10'-0· GROUND RODS OF SOUD COPPER, STAINLESS
STEEL OR COPPER ClAD HIGH STRENGTH STEEL
8. All CIRCUIT BREAKERS, FUSES AND ELECTRICAL
EQUIPUENT SHAU. HAVE AN INTERRUPTING SHORT CIRCUIT
CURRENT TO ~ICH THEY UAY BE SUBJECTED, AND A
UINIUUU Of 10,000 A.I.C.
SERVICE GROUNDING CONNECTIONS
Of THE ELECTRIC SERVICE SHAU.
NA TIONAL ELECTRICAL CODE.
D. ABOVE GRADE CONNECTIONS SHALl BE BURNDY HYGROUND
COUPRESSlON. BELOW GRADE CONNECTIONS SHAU. BE
EXOTHERUIC WELD.
BE GROUNDED
COAX BRIDGE / CABLE TP.A Y GROUNDING
BOND THE COAX BRIDGE OR CABLE TRAY TO THE AGB WITH #2
STRANDED INSULA TED GREEN WIRE. THESE CONNECTIONS SHAU. BE DOUBLE
LUG BOLTED / SCREWED MECHANICAL CONNECTIONS WITH STAR LOCK
WASHERS AND CONDUCTI\f: LUBRICANT. All BRIDGE SPUCES SHAU. HAVE
JJUPERS OF #2 STRANDED INSULA TED GREEN WIRE.
THE NEUTRAL CONDUCTOR
IN ACCORDANCE WITH THE
2.10
All
UECHANICAl FASTENERS (I.E., DOUBLE LUGS, SPUT BOLTS
PARALLEl CONNECTORS) SHALl BE BRONZE. BRASS, COPPER
OR STAINLESS STEEL AND HAVE CONDUCTIVE LUBRICANT BElYÆEN
CONDUCTOR AND CONNECTION.
BOLTS, NUTS AND SCREWS USED TO FASTEN UECHANICAL
CONNECTORS SHAU. BE STAINLESS STEEL WITH STAR TYPE
STAINLESS STEEl LOCK WASHERS.
IN
BE USED
E. CONDUCTIVE LUBRICANT SHALl
UECHANICAL CONNECTIONS.
F.
G.
THE ENTIRE ELECTRICAL INSTALLATION SHAlL BE
GROUNDED AS REQUIRED BY AU. APPUCABLE CODES.
WIRE AND CABLE CONDUCTORS SHALl BE COPPER 112 AWG
UINIIAUU UNLESS SPEaFlCAU. Y NOTED OTHERWISE ON
ORA WINGS.
20. PENETRATIONS IN FlRE RATED WALlS SHALl BE ARE
STOPPED IN ACCORDANCE WITH APPUCABLE LOCAL
BUILDING CODES WITH UL USTED UATERlAl5.
9.
21
ATTACHMENT A
Draper Aden Associates
I.~. SvYcyiJI¡. ~Scnk:eI
8090 Villa Park Drive Blacksburg, VA
Richmond, VA 23228 Charlottesville, VA
804-264-2228 Hampton Roads, VA
Fax: 804-264~773 Raleigh-Durham, NC
www.daa.com
OMNIPOINT
COMMUNICATIONS CAP
OPERATIONS, LLC
5029 CORPORAlE Y«>OOS DR.. SUllE 225
VIRGINIA BEAOi, VA 23482
PH: (757) 490-7200
FAX: (757) 490-8195
SUlMTTAL.S/ÆVISIONS
NO. DESælP110II OAlt
1 l£ASE ÐIØT œjœ/03
2 20K 0RA1ItIGS ISS\ÆD fIR RE'ÆW œ/1J/03
3 20K 0RA1ItIGS RE\ŒO PER ClMÐ15 œ/18/03
4
5
6
7
Silt NO: VA: 2J46
ORA* BY:
Q£QCED BY,
SCAlE: /oS HOTID
11TlE;
GENERAL
NOlES
SITE: VA32346C
PASTOR RAWLAtÐ
452 tw..F MI..E FD.
CHAfLOTTE8'Yl..1.E, VA 22932
SHŒT NU BER:
N3
JOB, ROJ266 1'7
J..i
CONSTRUCTION
SPECIAl
3
DMSION
AND DRAINAGE
SITE WORK
DNlSION 2
3100 TOWER & ANTENNA INSTALlATION
B. PRIOR TO Oì1-!ER EXCAVATION AND CONSTRUCTION
EFfORTS GRUB ORGANIC MATERIAL TO A MINIMUM OF SIX
INCHES BELOW ORIGINAL GROUND LEVEL.
C. UNLESS OTHERWISE INSTRUCTED BY THE OWNER, REMOVE
TREES. BRUSH AND DEBRIS FROM THE PROPERTY TO AN
AUì1-!ORIZED lANDfilL
EARì1-!WORK, EXCAVATION AND GRADING
GENERAL
02000
PART
GENERAL
WORK INCLUDED
IF REQUIRED, ERECT FURNISHED TOWER.
PART
A.
.1
D. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED,
LINE ì1-!E 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.
C. IF REQUIRED. INSTALL THREE (3) SIDE ARMS,
CONSISTING OF THREE (3) 6'-0' AS INDICATED ON DRAWINGS
- CONFIRM WITH OWNER REPRESENTATIVE.
TEMPORARILY DURING
BASE(S) AND ANCHORS.
B. GROUND TOWER
GROUNDING SHALL INCLUDE
INSTAlLATION
3.2
A. CONSTRUCTION FOR EQUIPMENT FOUNDATION
B. INSTAlLATION OF ANTENNA SUPPORT SYSTEM
C. ERECTION OF FENCE
AND
INDICATED ON DRAWINGS
D. INSTALL ANTENNAS AS
OWNER SPECIFICATIONS.
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.
.3 DESCRIPTIONS
A. ACCESS ROAD, TURNAROUND AREAS. AND SITES ARE
CONSTRUCTED TO PROVIDE A WELL DRAINED, EASILY
MAINTAINED, EVEN SURFACE FOR MATERIAL AND
EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL
ACCESS.
AS
MOUNTS
ANTENNA
STEEL
E. INSTALL GALVANIZED
INDICATED ON DRAWINGS.
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.
STEEL WAVEGUIDE
GALVANIZED
FURNISHED
F. INSTALL
LADDER.
.4 QUALITY ASSURANCE
INDICATED ON
AS
WAVEGUIDE BRIDGE
G. INSTALL
DRAWING.
D. THE CONTRACT INCLUDES ALL NECESSARY GRADING,
BANKING, DITCHING AND UNLESS OTHERWISE INDICATED.
COVERING lWO INCHES OF SURFACE COURSE. ALL ROADS OR
ROUTES UTILIZED FOR ACCESS TO THE SITE,
COMMENCING AT THE POINT OF INTERSECTION WIì1-! THE
NEAREST PUBLIC THOROUGHFARE, ARE INCLUDED IN SCOPE
UNLESS OTHERWISE NOTED.
A. VEGETATION LANDSCAPING. IF INCLUDED WITHIN THE
CONTRACT, WILL BE PLACED AND MAINTAINED AS
RECOMMENDED av NURSERY INDUSTRY STANDARDS.
BAR
H SUPPLY AND INSTAlL ONE INSULATED GROUND
AT EQUIPMENT CABINET.
.5 SEQUENCING
I. EACH INSTALL GROUNDING STRAP KITS WITH LONG
BARREL COMPRESSION LUGS (SIM. TO ANDREW-22370TBO OR
APPROVED EQUAL) AT TOWER BASE BEFORE ENTERING
THE EQUIPMENT. GROUNDING STRAPS TO BE CONNECTED
TO INSULATED GROUND BAR.
ELEVATION STAKES PRIOR
AND SET
A. CONFIRM SURVEY STAKES
TO ANY CONSTRUCTION.
J. ASSIST OWNER TECHNICIANS IN PERFORMING SWEEP
TEST OF INSTALLED COAX.
E. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE
THE EXISTING ROAD TO REMOVE ANY ORGANIC MATTER AND
SMOOTH THE SURFACE BEFORE PLACING FILL OR STONE.
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.
LI FTS
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.
F. PLACE FILL IN SIX TO EIGHT INCH MAXIMUM
AND COMPACT BEFORE PLACING NEXT LIFT.
C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE AlONG
ACCESS DRIVE, IN ACCORDANCE WITH ALL LOCAL, STATE
& FEDERAL RULES.
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.
RELATED WORK
2.2
H. RIPRAP SHAlL BE APPLIED TO THE SIDE SLOPES OF AlL
FENCED SITE AREAS. PARKING AREAS AND TO ALL OTHER
SLOPES GREATER THAN 2 : 1
REQUIREMENTS OF REGULATOR AGENCIES
A. FURNISH U.L. LISTED EQUIPMENT WHERE SUCH LABEL IS
AVAILABLE, INSTAlL IN CONFORMANCE WITH U.L. STANDARDS
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 EVEN THE SURFACE AND LOOSEN THE SOIL.
E. REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE.
.6 SUBMITTALS
A. BEFORE CONSTRUCTION
1. SUBMIT FOR APPROVAL THE SPECIFICATIONS OF THE
PROPOSED SURFACE COURSE MATERIAl.
B. AFTER CONSTRUCTION
1. EIA - ELECTRONIC INDUSTRIES ASSOCIATION EIA22F.
STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS
AND ANTENNA SUPPORTING STRUCTURES.
AVIATION ADMINISTRATION
70¡7460-IH, OBSTRUCTION
2. FAA - FEDERAL
ADVISORY CIRCULAR AC
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.
lWlCE
K. SOW SEED IN lWO DIRECTIONS IN
RECOMMENDED BY THE SEED PRODUCER.
MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRASS SEED
AND FERTILIZER, IF REQUIRED.
2.
3. LANDSCAPING
WARRANTY
A. lANDSCAPING, IF INCLUDED WITHIN THE SCOPE OF THE
CONTRACT, WILL BE GUARANTEED FOR ONE YEAR FROM
DATE OF FINAL INSPECTION.
2 PRODUCTS
IF REQUIRED.
STATEMENT.
WARRANTY
.7
3. FCC - FEDERAL COMMUNICATIONS COMMISSION
RULES AND REGULATIONS FORM 715, OBSTRUCTION
MARKING AND LIGHTING SPECIFICATIONS FOR ANTENNA
STRUCTURES AND FORM 715A, HIGH INTENSIfY
OBSTRUCTION LIGHTING SPECIFICATIONS FOR ANTENNA
STRUCTURES.
9570
FIELD QUALITY CONTROL
A. COMPACTION SHALL BE 9570 MAXIMUM DENSITY IN
ACCORDANCE WITH ASTM 0-1557 FOR SITE WORK AND
UNDER SLAB AREAS.
3.3
PART
MATERIALS
ROAD AND SITE MATERIALS: FILL MATERIAL - ACCEPTABLE
SELECT FILL SHALL BE IN ACCORDANCE WITH LOCAL
DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION
STANDARD SPECIFICATION.
A.
2.
4. AISC - AMERICAN INSTITUTE OF STEEL
CONSTRUCTION SPECIFICATION FOR STRUCTURAL JOINTS
USING ASTM A325 OR A490 BOLTS.
5. IN ALL CASES, PART 77 OR THE FAA RULES AND
PARTS 17 AND 22 OF THE FCC RULES ARE APPLICABLE
AND IN THE EVENT OF CONFLICT, SUPERSEDE ANY OTHER
STANDARDS OR SPECIFICATIONS.
3.4 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.
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 lWO FEET INTO THE GROUND ON FOUR SIDES OF THE
TREE.
IN ALL DiRECTIONS
FEET
B. RIPRAP ENTIRE DITCH FOR SIX
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.
AGAINST
PROTECTED
SHAlL BE
E. ALL EXPOSED AREAS
WASHOUTS AND SOIL EROSION.
AREA AND
PART 3 EXECUTION
3.1 PREPARATION
A. CLEAR TREES, BRUSH AND DEBRIS FROM SITE
ACCESS ROAD RIGHT OF WAY AS REQUIRED.
18
ATTACHMENT A
S-~
--~
V'
Draper Aden Associates
E~. ~+ ~ScnbI
8090 Villa Park Drive Blacksburg, VA
Richmond, VA 23228 Charlottesviße, VA
804-264-2228 Hampton Roads, VA
Fax: 804-264-8773 Raleigh-Dumam, NC
www.daa.com
OMNIPOINT
COMMUNICATIONS CAP
OPERATIONS, LLC
,~
'"
~
GPS1 ~
ROO SET
N: J905377.208
[: 11417890.537
ELEV. 7111.1'
ROO
I
I
\
R'
N/F
DAVID T. PASTORS
DB 1489. PG 1111
TAXf55-938
ZONED RII
GPS2
ROD SET
N:J905J111.792
E:114174JO.1I5O
ELEV. 711.3"
I
r
1
F
--
N/F
DAVID T. PASTORS
DB 12114, PG 397
TAX 55-9JA
ZONED RA
I \"
.' '.,\
, '
,/ ,
. . ª= \
"I ~
\ I (" / :--...
EXISTINGCROIIN· "-
~=,
.! è
\ '"""'-~ -. ~
. NXnO """ .""'" ~
. I E:114111527) '..
" N~~7
... W71r43"49.1
1
I .
--
1
1
I
,
,
\~
~~\
~~
\.
)'
,
,
I
'-
;
'-.
'-
\,
\
,
'.
"
'-,
\
\,
\
\
"
'.
\,
"
\
'-
\
\
\
\
'.,
\
\
.-
~~~þ..LTH ~'Ji'
~ þ/
~ :.?Q
u~~~
LEE O. WHITE
No. 1656
~4N! ICJ þ3 ()~
SUR'l ~"{
....., ....
CORPORATE V«>OOS DR., SUITE 225
I/1RGlNlA BEAaI, VA 23462
PH: (757) 490-7200
FAX: (757) 490-6195
.¡
5029
SEAle
1
r
N/F
EARl M. a:
GENEVAIot DURRETT
DB 494, PG 231
TAX 55A-45A
za.ED RA
-
GRAPHIC SCALE
- f .
( . JIll!' )
1_-1ooft.
N/F
DAIIID T. PASTORS
DB 1661, PG 303
TAX 55-9381
za.ED RA
/
N/F
DAI/1D T. PASTORS
DB 11<46, PG 511
TAXf55-93
ZONED RA
SCALE: 1" = 150' (HALF SCALE)
-
------- -------
r/' -. _..... -....- -...- --.. - --"- ....- _. -
/~/
. /
~/
SCALE: 1" = 1 0' (HALF SCALE)
<5I4::g~'''J:
'1,'!J.4'i.
1
1
'\
\"
\
\
GRAPHIC S
.
1
)
ft.
(.rar
__10
SURVEY EXHIBIT
LEGAL DESCRIPTION
\
.
.
.
VICINITY MAP
({
'\
DAlE
D6/D6/OJ
D6/1J/OJ
D6/18/OJ
D6/24/OJ
07/25/OJ
O9/09/OJ
SITE VA32346C
PASTOR RAWLAND
452 HALF MILE AD.
CHARLOTTESVILLE, VA 22932
C1
SUBMITTALS/REVISIONS
D£Sœjp11Ql
lEAS[ EXHBlT
2CIHING DRAWINGS ISStJ£I) rlJl RE\4EW
Z() HG DRAIONGS REVlSID Pm COWEN15
SITE NAME AIC lEAS[ /oRfA œAHŒO
REV. m SHOW OISTAHCI: m 1-64
REVlSID Pm COUNTY 00111015
SURVEY
EXHIBIT
VAJ2J46B
SRS
RGW
IdJ\III!1æCALE
NO.
1
2
J
4
5
6
7
SITE NO:
DRAWN 8Y:
Ql(CIŒO BY:
5CAlL
TITlE;
I
8
777777T; BUILDING UNES
- .-cCESS EASOIENT
- UTlUTY EAS[),fEHT
- AZIMUTH UNE
-.-,- ÆNCE UNE
- POWER UNE
- LEASE AA£A
_ PROPERTY UNE
SURVEYOR'S CERTlF1CATE
IoS A REGtSTERED PROfESSIONAl l.ANO SURVEYOR. I 00 H£RÐ:rY CERl1FY THAT THtS YAP REPR~ lHE
RESULTS Of' A PAA'TW.. SURVEY MADE UNDER W'f DIRECT SUP£RVtSlON AND IS TRUE AND CORRECT TO THE BEST
Of MY KNOWl.Ef.KX AND BElIEf. TH1S MAP OOES NOT REPRESENT A BOUNDARY SUR'VEY OF THE VNOERLYlNG
PARCEL mE LEGAl OESCRIPTlON SHOWN HEREON WAS OBTNNED FRON THE DŒDS RECORDED WITH THE
PERT1NENT COUNTY ICITY ENTITY. THIS MAP DOES NOT REPRESENT A TTTlE SEARCH. AOOIT1ON.tL. EA..SÐ.4EN13
NfO/OR RIGHT -OF -WAYS MAY EXIST.
~ðr
--
7/A:-
LEGEND
POWER POlE
GUY ANQiOR
TElEPHONE PED.
WATER VALVE
ARE HYDRANT
T8M (ROO SET)
UGHT POlE
IRON ROO SET
IRON ROO FOUND
.0-
.-
o
181
0-
*
-9-
IRS
IRr
NFORMATION
PASTORS RAWl.NtO
VAJ234&'.
452 HAlF WIlE BRNfCH RQIO
CHMlOTTESYl..l.E. VA 22932
DAVID T. PASTORS
452 HAlF WtLE BfWfCH ROAD
CHARlOTTESW..L£. VA. 22932
ŒIIŒR OF 1DIIIIFR
38"02'50.76" LONGmJDE: W 78'43'49,9
LEGAL DESCRIPTION LEASE AREA PROJECT
COMMENCING AT A ROD FOUND LABLED "ROO FD" SITE NIIIoIE:
ON THI5 PLAN. THENCE N16'10'26"E 80.29' ALONG SITE NUMBER:
A TIE -LINE TO THE TRUE POINT AND PLACE OF SITE ADDRESS:
BEGINNING, LABELED "P.O.ß.":
THENCE 587"42'S2"W, lS.00' TO A POINT; OWNERS NI\:~E:
THENCE N02" 17'08"W. 30.00' TO A POINT;
THENCE N87"42'52"E, 30,00' TO A POINT;
THENCE S02"17'08"E, 30.00' TO A POINT;
THENCE S87"42'S2"W, 15.00' BACK TO THE TRUE
POINT ANO PLACE OF BEGINNING.
CONTAINING 900 SQUARE rEET OF LAND.
I
EXHIBIT
ENLARGED SURVEY
ACCESS & UTlU1Y
EASEMENT
LEGAL DESCRIPTION
PARENT TRACT
ALL THAT PIECE OR PARCEL OF LAND LOCATED IN
AL8ERMARLE COUNTY, BEING MORE PARTICULARLY
DESCRIBED IN DEED BOOK 1146, PAGE 511 AS RECORDED
IN THE CLERK OF COURTS IN ALBERMARLE COUNTY,
704A'
N/A
GPS OBSERVATIONS RECORDED ON
6/12/03 TO SO' HORIZONTAL. BASED ON
HAD 83, AND 20' VERTICAl. BASED ON
HAW 88.
GPS OBSERVATIONS RECORDED ON 6/12/03
-
LATITUDE AND lCNGfTUDE SHOWN HEREON ARE BASED ON NADBJ AND ELEVATIONS
NAVO 1988_ BAS:;: I.AAPPING FURNISHED BY A JUNE, 2003 DRAPER ADEN ASSOCIATES
GPS SURVEY_ AúDrTtONAl INFORMATION OBTAINED FRO'" PlANS A SITE SUR\ÆY BY
BALZER AND ASSOCIATES, DATED JULY 18, 2000, PREPARED FOR CROWN
COUMUNICAnONS
BENCH MARK ROD SET IN AlONG ENTRANCE ORNE TB'" ELEVATION 711.)'
BY GRAPHIC PLOfTING ONLY, THIS PROPERTY IS WITHIN ZONE ~c, AS SHOWN BY
FlRM MAP COMM')NITY-PANEL NUMBER 5100060190, DATED DECEMBER 16, 1980. NO
SURV£YING WAS DONE TO OETERI.AINE THIS flOOD ZONE.
A CURRENT nEU) BOUNDARY SURVEY wAS NOT PERFORMED AT THIS TIME SUBJECT
TO ANY STATE 0; fACTS THAT AN ACCURATE BOUNDARY SURvEY WOULD DISCLOSE:.
SUBJECT TO ALL RIGHTS, EASD..ENTS, COVENANTS OR RESTRICTlONS OF RECORD.
SUBJECT TO ANY STAfE or FACTS THAT AN UP-TQ-DATE ABSTRACT Of TITLE WOULD
LINE TABLE
LINE LENGTH BEARING COMMENT
II BA5 S02'17'08'E CL ÃëëËSSÕRlvE
L2 43.42 S74"21'51'\,I CL ACCESS DRIVE
L3 153.60 N25'58'27'\,I CL ACCESS DRIVE
L4 63.25 N09"36'29'E CL ACCESS DRIVE
L5 98.38 N22"26'33"E CL ACCESS DRIVE
L6 61.78 N06'09'32'\,I CL ACCESS DRIVE
L7 103.90 N22·27'31'\,I CL ACCESS DRIVE
L8 54.70 N02'51'26'E CL ACCESS DRIVE
L9 56.84 SB9'36'13'E CL ACCESS DRIVE
lIO 219.40 S69"38'44'E CL ACCESS DRIVE
LII 104.64 S76'35'23'E CL ACCESS DRIVE
lI2 80.12 N79'II'59'E CL ACCESS DRIVe:'
lI3 80.07 NB6"23'42'[ CL ACCESS DRIVE
lI4 100.23 N83"40'08'E CL ACCESS DRIVE
LIS 33.93 SB9"05'54'E CL ACCESS DRIVE
lI6 28.51 S40"19'24'E CL ACCESS DRIVE
lI7 107.52 SI7"18'14'E CL ACCESS DRIVE
lI8 101.60 NB5"33'29'E CL ACCESS DRIVE
lI9 136.37 NB4·08'21'E CL ACCESS DRIVE
L20 329,65 NBO"39'36'E CL ACCESS DRIVE
L21 217.68 N79"24'43'E CL ACCESS DRIVE
L22 80.29 NI6'10'26'E TIE LINE
N/F
DA1III) T. PASTORS
DB 11411, PG 51
TAXf55-93
ZONED RA
7.383 M.
\
... :t289' ROO
FD
~
DAI/1D T. PASTORS
DB 1872. PG 5J7
TAX, ·190
~ ZI RA
LATITUDE: !i
GROUND ElEVATION:
PARAPET ElEVATION:
BASIS OF ELEVATIONS:
BEARINGS:
OF
BASIS
COMMENCING AT A ROD FOUNO lABELED "ROD Fa" ON THIS PLAN.
THENCE N16'10'26"E 80.29' ALONG A TIE-LINE TO THE TRUE POINT
ANO PLACE or BEGINNING, LABELED "P.O,ß.":
THENCE 502'7'08"E. 8A5 TO A POINT;
THENCE S74'21 'Sl"W, 43.42 TO A POINT;
THENCE N2S'S8'27"W, 153.60 TO A POINT;
THENCE N09·36'29"E. 63.25 TO A POINT;
THENCE N22'26'33"E, 98.38 TO A POINT;
THENCE N06·09·32"W. 61.78 TO A POINT;
THENCE N22"27'31"W, 103.90 TO A POINT;
THENCE N02·51·26"E. S4.70 TO A POINT;
THENCE 589·36·13"E. S6.84 TO A POINT;
THENCE S69'38' 44 "E, 219.40 TO A POINT;
THENCE S76·35·23"E. 104.64 TO A POINT;
THENCE N79'l'S9"E, 80.12 TO A POINT;
THENCE N86'23' 42"E, 80.07 TO A POINT;
THENCE N83'40'08"C 100.23 TO A POINT;
THENCE S89·OS'54"E. 33.93 TO A POINT;
THENCE 540'9'24-E, 28,51 TO A POINT;
THENCE SI7"18'14"E, 107.S2 TO A POINT;
THENCE N8S·33'29"E. 101.60 TO A POINT;
THENCE N84·08·21"E. 136.37 TO A POINT;
THENCE N80'39'36"E, 329.6S TO A POINT;
THENCE N79·24'43"E. ±217.68 TO A POINT AT mE I'ÆSTERN
RIGHT-OF-WAY LINE or STATE ROUTE 684. mus TERMINATING mE
EASEMENT HAV1NG A LENGm OF ±2.184.04'
in
.!.:7'
ATTACHMENT A
~
- ......
~~
Draper Aden Associates
&........... -. --
8090 Villa Park Drive Blacksburg, VA
Richmond. VA 23228 Charlottesville, VA
804-264-2228 Hampton Roads, VA
Fax: 804-264~773 Raleigh-Durham. NC
www.daa.c:om
OMNIPOINT
COMMUNICATIONS CAP
OPERATIONS, LLC
5029 CORPORATE WOODS DR., SUITE 225
VIRGINIA BEACH, VA 23<482
PH: (757) 490-7200
FAX: (757) 490-8195
DATE
06/06/03
06/13/03
06/18/03
06/24/03
07/25/03
09/09/03
SITE VA32346C
PASTOR RAWLAND
452 HALF MILE RD.
CHARL011ESVlLLE, VA 22932
SHEET
C1A
JOBI ROJ266
SUEMTTALS/REVISIONS
NO. DESCRlPTIOM
1 \.fAS£ EJOIÐIT
2 ZIJNING DRAYIINCS ISSUED fa¡ RE\£W
3 za<NG DRAYIINCS REVISED PER (;(MOtS
4 9TE HAl [ 00 \.fAS£ I>RfA otAHGED
5 REV. 10 5MOW OISTANΠ10 1-64
6 RE\1SED PER COUNTY roIlIOItS
1
9TE NO: VA.J2}46f
DRAWN BY: SRS
CH£CIŒO DY: RGW
SCAlE: IAWIfJ1!ÐCALE \
TIM: ADJACENT
PROPERTY
INFORMATION
~------ -----
~ - -
// -------
/ -------
/ ----
---
/ ............
"-
/ ......
...........
/ ~ /---
FROM SI1E
/ "-
/ ~
I
/ "",
/ "".
/ ?-- \
/ \
\> \
\ - -
\ - DA\1O :1 I
I - - DBI .ASTORS \
\ - T~PC 387 \ .
- - ZONED ~
- DAVID :1
DA\1O L .to - -
¡ //".... - i-'~~ \
¡ DB 151 KING \ // ' - - ----
TA) 1 \ .//' \, ../ ZON£D838
ZOI / / , __ RA
/// \ - \
- \
0
L\ EARL lot. N~ \
\
\
- DU GENEVAN \
~ DBRRETT
- - T 494, PC 231
---=::::- - - -- ~45A \
I - ] N ONED RA \
i - lID T' \
I : --
1881 ~ --
i rAX,.! ,303 \
ZONE ~ 0 \
\ -----::::: !
- ,,/ I
\ , I
\ ::::: 'ASTOI
\ ~ () ;
DA\1D :1 .pc 51
....9J
\ DB 1672, ~ -i ::::: RA EXIS11NG
\ TAXjI55-190 RESlDENl1A1.. I
ZONED RA SlRUClURE (T'IP.)
\ 0 00 I
\ <:)0 i
\ ~ ~ 0° i
\ -.....;:: = 0
~ == ¡
\ ~
, \ ~ ~
\
\
\ ~,
\ ~
'-.
, ¿~-
"'" RESlDENl1A1.. ~~
SlRUCTIJRE (T'IP.)
GRAPlfiC SCALE "-.
- "-
~ - '\.
~ "'
"' ~. 0 ~
( .. PIIIII' )
1__2OOft. ~~
, , ~/ -
" " 0
0 /'" /
- . //
/
//
///
~rr'
._.._..r'
ATTACHMENT A
~
-..
~~
Draper Aden Associates
J:~. Swnymc+ ~SentœI.
8090 Villa Pad< Drive Blacksburg. VA
Richmond, VA 23228 Charlottesville, VA
804-264-2228 Hampton Roads, VA
Fax: 804-264-8773 Raleigh-Durham, NC
www.daa.com
OMNIPOINT
COMMUNICATIONS CAP
OPERATIONS, LLC
5029 CORPORATE WOOOS DR., SUITE 225
VIRGINIA BEACH, VA 230462
PH: (757) 490-7200
FAX: (757) 490-6195
SlIEUTTALS/FEVISIONS
NO. OCSCRIPOON DATE
1 l£ASE EXHIIIT 06/06/03
2 ZONNG DRAIIINGS !SSW) fOR RE'¥1EW 06/1J/03
J ZONING DRAW!<GS USED PER ro¡lÆH1S 06/18(03
4 Sl£ NAME A>IO l£ASE AAEA æANC£D 06(24/0J
5 REV. TO SHOW OISTAN({ TO 1-64 07/25/0J
6 R£'o1SED PER COONTY tnII01S fß(fß/03
7
Sl£ NO: VAJ2J46Ð
ORA\\I BY, JJf
Cl£CIŒD BY, TKD
SCAIL ASN01[O
TITLE,
SITE DETAIL
PLAN
SITE, VA32346C
PASTOR RAWLAND
452 HALF MILE RD.
CHARLOTIESVILLE, VA 22932
C2
20
í
/
,
/
!
/
(
9.25"
/
--
(
/
/
/
-
í
/
/
/'
/
/
/
I
f
/
EXISTING
CROWN COMMUNICATIONS
125'X125' LEASE AREA
/
,
(
¡
í
/
I
/
/
.I
//
/
/
/
--
I
/
',>
/1 (} ",
----
o
__ i~'\ (-:::;{
EXISTING 4-GAI \:"\ j
=-METER RACK . "f
/
--...
EXISTING /
TRANSFORMER
~/~~~}61LD48 ~I
EX[;;;fING
:ï'ELCO PED
CBB3-3B-2
NOTE: AELD LOCAlE EXACT ROtJ1E Of U11UTY
SERVICES. COOROINA TE VI11H LOCAL. SERVICE
PROVIDERS EXACT REQUIREMENTS AND ROUTE: OF
PROPOSED TELCO AND POWER CONDUITS.
---
-
/
I
OOFD
/
--
-
--
-~
"
"
--
",
.'......,
'-,
'-
'"
PLAN
SITE DETAIL
1" = 1 0' (HALF SCALE)
C2
Y DRAPER ADEN . ASSOCIA TES
IITIONAL INFORMA nON OBTAINED
IUNICA TlONS PREPARED BY BALZER
000.
2. EQUIPMENT PAINTED DARK BROWN.
3. CONCRETE D BROWN.
'"
4. AVERAGE Tf WI'fI 0' OF TOWER = 778. (AMSL)
5. ALL TREES WITHIN 200' -. RE TO REMAIN
EXISTING
.TREELINE
\\
\
GRAPffiC SCALE
.
(Dlrur)
__10
ft.
"
,
"
\
\
\
"
\..
.~
.-' ¡(,
'-0
c.x,
'"
\
\
\
\
\
~
\~
.'\
\ '"
"'- "-,
\ '"
\ '"
" '"
\ '"
\
\
\
\
\
\
ATTACHMENT A
~
~~
Draper Aden Associates
J:~. SvTeytac. ~Sa-rica
Blacksburg. VA
CharlottesviDe, VA
Hampton Roads, VA
Raleigh-Dumam. NC
www.daa.com
8090 ViHa Park Drive
Richmond, VA 23228
804-264-2228
Fax: 804-264-3m
SECTOR 1
ALPHA
115'
.............
A-I
(ONE RED)
A-2
(FOUR RED
OMNIPOINT
COMMUNICATIONS CAP
OPERATIONS, LLC
6-LlNE (VERTlCAL-POLARllY) COLOR CODING
NOTE:
AZIMUTHS SHOWN ARE TYPICAL.
SEE RFDS FOR ACTUAL AZIMUTHS.
5029 CORPORATE WOODS DR., SUITE 225
\1RG1N1A BEAOi, VA 23<462
PH: (757) 490--72oo
FAX: (757) 490--6195
ANTENNAS TO BE PAINTED TO MATCH
COLOR OF POLE.
ANTENNA DIMENSIONS: n"X8"X2.75"
om
œ/œ/OO
œ/13/03
œ/16/03
œ/24/OO
07/25/00
09/09/03
SUEMTTALS/FEVISIONS
DESCRIPTION
LEASE EXHIBIT
ZONING DftAWlNGS ISSI£!) FIJI REVIEW
Z~ DRAWINGS R[\15ID PEJI rouwOHS
SITE NAW( AHIJ LEASE ARf.A OfAHŒD
RlV. TO SHOW OISTANΠTO 1-6(
R£\1SED PEJI COONTY COMIIEJ ¡S
VAJ2.J.168
RID
TI<D
AlENtllllJlITD
SITE IKk
IJIA\IH B~
Cl£CKED BY:
SCAL£:
FUTURE
ANTENNA
B-1
(ONE BLUE)
B-2
(FOUR BLUE)
NO.
1
!
3
4
~
6
7
SECTOR 2
BETA
265'
ANTENNA PLAN
ANTENNA and COAXIAL CABLE SCHEDULE
ANTENNA ANTENNA AZIMUTH MECH. RAD COAXIAL CABLE COAXIAL CABLE MINIMUM LOSS/ TOTAL LOSS"
MARK DOWN TILT CENTER LENGTH' BENDING RADiUS 100'..
A-I TBD lIS' D' 99' 12S' 2 - I-S/B" _ 20" 1.2 2.40
B-1 TBD 26S' 0' 99' 12S' 2 - 1-S/B· _ 20" 1.2 2.40
C-1 FU TURE TBD TaD TaD TBD TBD TBD TaD TBD
I TOTAL LENGTH SOD' 'ESnMA TED LENGTH - CONTRACTOR TO FIELD VERIFY
"ESnMA TED LOSS- RF TO VERIFY
PCS PANEL ANTENNA
n"X8"X2.75"
TYPICAL
NOT TO SCALE
3
C3
ANTENNA PIPE MOUNT
NOTE: ALL DOWN
TILT AND AZIMUTHS
TO BE VERIFIED BY
RF SITE DATA
SHEET. SEE
PROJECT MANAGER
FOR INFORMATION.
BIPOLAR PANEL ANTENNA DETAIL
NOT TO SCALE
DOWNTlLT ASSEMBLY
REQUIRED FOR ALL
PANEL lYPE
ANTENNAS
2" MAX
NOTE: PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS,
EXISTING TOWER AND TOWER FOUNDATION MUST BE ANALYZED BY A
LICENSED STRUCTURAL ENGINEER TO VERIFY TOWER IS CAPABLE OF
SUPPORTING PROPOSED LOADS.
(
USE PROPER SIZED
SUPPORT HANGERS
JUMPER
LOW-PROFI
ANTENNA
MOUNT
LOW NOISE AMPLIFIER
(LNA) (lYP PER SECTOR
ON LINES 1 AND 4)
PROPOSED
WOODEN
POLE
NOTE:
TOP OF TOWER NOT TO
EXCEED 18- DIAMETER.
BASE OF TOWER NOT TO
EXCEED 30- DIAMETER.
--n-
5'
PROPOSED OMNIPOINT
ANTENNAS 0 ±94' AGL
PAINTED TO MATCH
POlE COLOR
TITlE;
TOWER ELEVATION AND
ANTENNA SCHEDULE
VA32346C
PASTOR RAWLAND
452 HALF MILE RD.
CHARLOTTESVIlLE, VA 22932
SITE:
AX HOR.
HANGER
SPACING
3'-0"
3'-0"
3'-0"
3'-0"
COAX BEND TABLE
HANGER CABLE T~MAX VER
ANDREW CABLE HANGER
~ SPACING SPACING
206706-1 1/2" 4'-0"
~- -
206706-2 1/2" 4'-0"
~
206706-4
206706-
4'-0"
4'-0"
/2
/2
ANDREW
MANUF.
MIN BEN I
RADIUS
S"
0"
20"
-1/4"
ANDREW
CABLE
TYPE /I
LDF4-S0A
LDFS-SOA
LDF7-S0A
FSJ4-50B
CABLE
SIZE
1/2"
7/8"
-5/8
1/2"
COAX CABLE IDENTIFICATION
CONTRACTOR MUST PROVIDE EASY IDENTIFICATION
AND UNIFORM MARKING OF ANTENNA CABLING,
PER THE FOLLOWING INSTRUCTIONS:
1. LOCATION: MARKINGS SHALL BE MADE USING
COLOR TAPE W / 3" OF COVERAGE AFFIXED AT
THREE PLACES ON THE COAX CABLE RUN AS
FOLLOWS:
FIRST -ON THE COAX AT THE CONNECTOR
NEAREST THE ANTENNA (WHERE THE COAX AND
JUMPER ARE CONNECTED).
SECOND - AT THE BASE OF THE TOWER
STRUCTURE (FOR TOWERS ONLY).
THIRD - AT A POINT OUTSIDE THE BTS (JUST
PRIOR TO MGB).
2. SECTOR IDENT/FICA TION: NORM ALL Y 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.
ALPHA SECTOR - RED
BETA SECTOR - BLUE
GAMMA SECTOR - WHITE
PROPOSED OMNIPOINT
EQUIPMENT PLATFORM
:;;
2.5'
TOWER ELEVATION
NOT TO SCALE
o
cx:i
01
+J
@
w
-'
o
Q..
o
o
o
3;
o
w
if)
o
Q..
o
!Y
Q..
G-
o
Q..
o
I-
PROPOSED 102'
BROWN WOOD POLE
I) 1
(..
C3
JOS, RD3266
ANTENNA SCHEDULE
4
C3
u
ATTACHMENT A
Draper Aden Associates
E-ct-eIÙl. ~. ~Scnket
8090 Villa Park Drive Blacksburg, VA
Richmond, VA 23228 Char1ottesville, VA
804-264-2228 Hampton Roads, VA
Fax: 804-264~n3 Raleigh-Durham, NC
www.daa.com
OMNIPOINT
COMMUNICAnONS CAP
OPERAnONS, LLC
5029 CORPORATE WOODS OR., SUITE 225
VIRGINIA BEACH, VA 23-462
PH: (757) 490-7200
FAX: (757) 490-6195
SUBt.fTTALS/REV1S1ONS
NO. OCSCRIPT1OH DATE
1 LEASE EXHBI œ/œ/fJJ
2 ZONING OftAMNCS ISStÆD FOft RE\1EW œ/1J/fJJ
J ZONING OftAWNGS RE\'ISED PER c() \lENTS œ/18/fJJ
. SITE NA>I£ ANt) LEASE AREA OiANGED œ/1./0J
5 R£V. TO SHOW 0I51m:!' TO 1-6' 07/75/fJJ
6 RE\'ISED PER QJUNTY COIMHTS 09/09 /OJ
7
SITE NO, VA.J2.J46Ð
M.A." BY: RTO
Q£OŒD BY; Tl<O
SCAlf: IØ;NIIIIIITO
TITLE;
CIVIL
DETAILS
SilL VA32346C
PASTOR RAWLAND
452 HALF MILE RD.
CHARLOTTESVILLE, VA 22932
SHEET NU'-'SE
C4 " "
J08N ROJ266 t..,,,,
SLOPE
3:1
2'
6" STONE SURFACE
#57 COARSE AGGREGATE
2% MAX.
1. SET THE STAKES.
~
~ /'
//
~~
/
/'
J. STAPLE FlLTER MATERIAl 4. BACKFlLL AND COMPACT THE
TO STAKES AND EXTEND EXCAVATED SOIL
IT INTO THE WENCH.
;:/
~/ ."..
í /A
SHEET flOW INSTAllAnON
(PERSPECTNE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGE INSTAllATION
(FRONT ELEVATION)
SILT FEN CE DETAIL
NOT TO SCALE
(WITHOUT WIRE SUPPORT)
SLOPE
3:1
UMITS OF CRUSHED STONE SURFACE
6" STONE SURFACE
VA 157 STONE
GRAOE
GEOTIXnLE FABRIC
MIRAFI 500 X GROUNO ST ABILlZA nON FABRIC
2" COMPACTED SUBGRADE
@ 98% STD. PROCTOR EXISTING SUBGRADE
GEOTEXTlLE FABRIC-
\ SECTION THROUGH ACCESS ROAD
NOT TO SCALE
2"
THROUGH TOWER YARD
SECTION
NOT TO SCALE
2
C4
ATTACHMENT A
~
~~
Draper Aden Associates
E~. s.neytq. I.~Scnk:eI
8090 Villa Parle Drive Blacksburg, VA
Richmond, VA 23228 ChartottesvHle, VA
804-264-2228 Hampton Roads, VA
Fax: 804-264~773 Raleigh-Durham, NC
www.daa.com
OMNIPOINT
COMMUNICATIONS CAP
OPERATIONS, LLC
5029 CORPORA1E WOODS DR.. SUfΠ225
IIIRGlNlA BEACH. VA 23482
PH: (757) 490-7200
FAX: (757) 490-6195
SUBMTT ALS/FEVISIONS
NO. DESæIP~ DAlE
1 l£ASE OHBT 06/U6/113
2 ZOflNG DRAI1INCS ISS1J£D FIJI RE'ÆW 06/1J/113
J l()IN; DRAIIHGS RE\\SD) PER ca.lÆMTS 06/16/113
4 9lE NAIL Nt) l£ASE NÐ. OiNICED 06/24/113
5 REV. 111 SHOW DlSTAHCE 10 1-64 07/'/:J/OJ
6 RE'oISED PER COUNTY C(J IOTS D9/f8/113
7
9lE NO: VAJ2J46Ð
DRAIIHBV: RID
a£Q([I)8Y: 11<D
5CAl£; AS HOlED
TITlE:
CML
NOlES
SITE: VA32346C
PASTOR RAWL...AN:>
452 HAlF t.LE RD.
CHAfLOTTESVLLE. VA 22932
SHEET NUM8ER:
C5
J08' R03266 f) ,.,
(... .)
2. MAINTAIN FLOW FOR ALL EXISTING UTILITIES.
3. ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS AS
DEFINED BY THE OWNER OR OWNER'S REPRESENTATIVE.
CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO
PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING OR
EQUIPMENT PAD AND THE TOWER.
5. PROPOSED TOWER FOOTING/FOUNDATION DIMENSIONS (IF
ANY) ARE SHOWN FOR GENERAL INFORMATION PURPOSES
ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATING ACTUAL FOUNDATION DIMENSIONS WITH FINAL
TOWER DESIGN AND FOUND A TlON DESIGN AS PROVIDED BY
TOWER MANUFACTURER.
16. PARKING DURING MAINTENANCE OPERATIONS SHALL BE
CONFINED TO THE PROPOSED COMPOUND & ACCESS ROAD.
THE CONTRACTOR WILL REWORK (DRY, SCARIFY, ETC.) ALL
MATERIAL I~OT 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
MATERIAL. 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
THE CONTRACTOR SHALL COORDINATE THE LOCATION OF
NEW UNDERGROUND TELEPHONE SERVICE WITH THE
TELEPHONE UTILITY AND THE OWNER'S REQUIREMENTS.
4.
THE CONTRACTOR is RESPONSIBLE FOR APPOINTING A
DESIGNA TED "RESPONSIBLE LAND DISTURBER" (RLD) WHO
SHALL BE RESPONSIBLE FOR INSPECTING AND MAINTAINING
ALL EROSION CONTROL MEASURES. THE RLD SHALL BE
CERTIFIED IN VIRGINIA.
ALL MATERiALS AND WORKMANSHiP SHALL BE WARRANTED
FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE.
7. 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.
22. ALL UNDERGROUND UTILITIES (ELECTRICITY, TELEPHONE,
ETC.) SHALL BE INSTALLED AND TESTED SA TlSF ACTORY
PRIOR TO COMMENCING ANY PAVING OPERATIONS WHERE
SUCH UTILITIES ARE WITHIN THE LIMITS OF PAVING.
23.
THE CONTRACTOR SHALL COORDINATE WITH THE OWNER
REQUIREMENTS FOR THE LIMITS OF OVERHEAD AND OR
UNDERGROUND ELECTRICAL SERVICE.
20.
9.
8.
21
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 ORDERLY SITE, YARD AND GROUNDS. REMOVE AND
DISPOSE OFF SITE ALL RUBBISH, WASTE MATERIALS,
LITTER, AND ALL FOREIGN SUBTANCES. REMOVE
PETRO-CHEMICAL SPILLS, STAINS AND OTHER FOREIGN
DEPOSITS. RAKE GROUNDS TO A SMOOTH EVEN-TEXTURED
SURF ACE.
3. LOCATION OF EXISTING SUBSURFACE STRUCTURES, ABOVE
GROUND STRUCTURES AND/OR UTILITIES WITHIN THE AREA
OF THE PROPOSED WORK ARE NOT NECESSARIL Y 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
LOCA TlNG 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
REPRESEN T A TI VE.
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 CONDITION 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 MONUMENTATlON 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.
O. 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
REPRESENTA TIVE AND THE UTILITY OWNER BEFORE EACH
AND EVERY CONNECTION TO EXISTING SYSTEMS IS MADE.
ATTACHMENT A
tt.-~-:"
V-,
Draper Aden Associates
E.,........· SornfÛ>l· --
8090 Villa Pari< Drive Blacksburg. VA
Richmond, VA 23228 Char1o\tesville, VA
804-264-2228 Hampton Roads, VA
Fax: 804-264-8713 Raleigh-Durf1am, NC
www.daa.com
OMNIPOINT
COMMUNICATIONS CAP
OPERATIONS, LLC
5029 CORPORATE WOODS DR., SUITE 225
VIRGINIA BEACH, VA 23462
PH: (757) 490-7200
FAX: (757) 490-6195
SUBM1TAlS/FEVISIONS
NO. DESCR1f'11OI OAT[
1 l£M£ OHBT O6/œ/OJ
2 ZDNNG oo.MHGS ISSIÆD Fa¡ RE'o1£W 06/1J/OJ
J ZONING OO.illNCS RE'<&D PER CQ IØTS 06/18/0J
4 SITE HAIl[ Þ.HO l£M£ M!f.A QI.IHŒD 06/24¡nJ
5 REV. TO SI<OW DlST,\HC[ TO 1-64 07/25/DJ
6 R£'<'SED P£R COOHN COIA£HTS 09/09 /OJ
7
SITE NO: VU2J4'8
OO'YoN BY, J.F
D£Q«D BY, n<o
SCAJL ",S NO TED
TITLE, BTS AND
EOUIPMENT
PLATFORM
SITL VA32346C
PASTOR RAWLAND
452 HALF MILE RD.
CHARLOTIESVILLE, VA 22932
C6
r) ,~
h. ~
NOTES:
EQUIPMENT PLATFORM DESIGNED BY
OTHERS. REFER TO PLATFORM AND DETAIL
STRUCTURAL DRAWINGS BY HUNT & JOINER 3" GALV. STEEL
INC. SHOWN HERE FOR REPRESENTATIVE POST (TYP.)
PURPOSES ONLY.
LIGHT TO BE USED DURING MAINTENANCE SECURITY LIGHT
ONLY (500 WATT HIGH PRESSURE SODIUM). W/MOTION SENSOR
RISER OR CONDUIT FOR
SECURITY LIGHT FROM PPC
POWER BOX ~
TELCO BOX
a
I
N
~
CABLE PRIMARY .
BRIDGE BTS ~
I
".q-
a
I
in
~ GRADE
- -
--' -
~=-*-=-= =-=-*-=-:.
-l-1 1-l- (1) 2" PVC RISER
FOR POWER
PROFILE VIEW L (2) 2" PVC
RISER FOR
UIPMENT PLA TFORM_& EQUIPMENT TELCO
TO SCALE
.-/
-----
----- in
I ill
. III
-----
13
~ 52" ~
-
1 BTS DETAIL
-
C5 NOT TO SCALE
200 AMP. EMERGENCY
GENERATOR RECEPTACLE
GFI RECEPTACLE
(UNDER GENERATOR
RECEPTACLE)
POWER/TELCO
RACK (UNISTRUT)
NOTE:
1 ) BOLT BTS BASE TO PLATFORM
FRAME.
2) THREE (3) 2" POWER CONDUITS
FROM PPC TO BTS BASE; "FLEX
CONDUIT" ATTACHED TO END FOR
POWER TO B rs.
3) ONE (1) 2" TELCO CONDUIT FROM
TELCO CABINr:T TO BTS BASE.
SECURITY LIGHT
w/MOnON
SENSOR
4'-4" MIN.
(CLEARANCE FOR BTS DOOR)
PLAN VIEW
:
v 2'_6" 11'/
11 1/ ~____
--,
9 (j) ...........
I ,
, I
I I
I ,
, I
PRIMARY! ¡
¢ BTS : :
I ' I
.~ :' --
I
i
L_~_ _
'iç-- f--
rEd, G¥J
! ,'-~, ; ~ ,"', ;
................._.,.~.___._......... ......n. __n_____............. '............'.......... .."'" "---.
.., . . .."
·T,;·>L.
:
TERTIARY
BTS
SECONDARY
BTS
J r-=o..... t;;m
T~
ill
I
n
UIPMENT PLA TFORM& E
TO SCALE