HomeMy WebLinkAboutSP200300054 Approval - County Special Use Permit 2003-11-20
COUNTY OF ALBEMARLE
Dcpartmel1t of Planning & Community Developmcnt
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-03-05 James or Julie Herring (OmnipointIT-Mobile); Tax Map 53, Parcel 6
Dear Ms. Blater:
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 desicmed. 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
/Herring Rawland", dated September 9,2003 and provided with Attachment A;
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 ten (10) feet above the
top of the tallest tree within twenty-five (25) feet. In no case shall the pole exceed sixty-six (66) 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 (1)-inch in diameter and
twelve (12) inches in height, shall 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 been used to justify the
height of the monopole shall be provided to the Zoning Administrator;
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
Page 2
November 20, 2003
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-foot (200) buffer,
after the installation of the subject facility; and
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.
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:
15. 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;
16. Certification confirming that the grounding rod: a) height does not exceed two feet above the tower; and, b)
width does not exceed a diameter of one-inch, shall be provided to the Zoning Administrator; and
17. 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 followinq requirements shall be met:
18. 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
19. 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,
u.~
V. Wayne C' mberg
Director of lanning
YWC/jcf
Cc:
Amelia McCulley
Steve Allshouse
Jack Kelsey
Matt Grimes, VDOT
Tex Weaver
ATTACHMENT A
~~
--......
0~
Draper Aden Associates
_. s..._. _........
8090 Villa PaI1< Drive Blacksburg, VA
Richmond, VA 23228 Charlottesville, VA
804-264-2228 Hampton Roads. VA
Fax: 804-264~773 Raleigh-Durham, NC
www.daa.com
APPROVED FOR ZONING
OPERATIONS
NETWORK
OTHER
RF
PROPER1Y OWNER OR REP.
CONSTRUCTION
ZONING
REAL ESTATE
OM NIP OINT
COMMUNICATIONS
CAP OPERATIONS, LLC
PROJECT DESCRIPTION
THIS PROJECT CONSISTS OF THE CO-LOCATION OF NEW ANTENNAS
ON AN NEW 58' HIGH WOOD POLE. NEW EQUIPMENT WILL BE
LOCA TED AT THE BASE OF THE POLE.
SITE DIRECTIONS
FROM VIRGINIA BEACH OFFICE: TAKE 1-264 TO 1-64 TOWARDS
RICHMOND FOR APPROX. 83 MILES TO EXIT 200. 1-295 NORTH,
TAKE 1-295 NORTH TOWARDS CHARLOTTESVILLE FOR APPROX. 23
MILES TO EXIT #53 1-64 WEST TO CHARLOTTESVILLE. TAKE 64 WEST
PAST CHARLOTTESVILLE TO EXIT #107 US 250 ROCKFISH GAP
TURNPIKE TURN LEFT ONTO US 250 FOLLOW APPROX 3~ MILES TO
SR 796 BROOKSVlLLE RD TURN RIGHT ONTO SR 796. FOLLOW FOR ~
MILE TO SR 690 NEWTOWN RD TURN RIGHT ONTO SR 690. FOLLOW 1
~ MILE TO SRF 174 TURN LEFT ONTO SRF 174. DRIVEWAY JUST
BEFORE DEAD END ON RIGHT TURN RIGHT AND FOLLOW TO THE
RIGHT TO THE RED GATE (CODE 2298) FOLLOW TO SITE.
SITE NAME
HERRING RAWLAND
SITE NUMBER
V A32352A
SITE ADDRESS
8268 NEWTON HEIGHTS
CHARLOlTESVlLLE, VA 22903
SUIMTT AlS/AEVISIONS
NO. OCSCIaP11ON OAT{
.1... LL\S[ EXHBT 6/3/03
1... LL\S[ EXHBIT RE\1SED PER COIIIÐITS 6/5/03
2- ZONHC DRAMNGS 1SSl{[) FOR ID1EW 6/13/03
~ Z~ ORA~GS RE\lSID PER caMHTS 6/18/03
l.. ZOo RE\lSID PER AOON'L roIIlOTS 7/1/03
.!... RE\1SED PER COUNTY COIIIÐITS 9/5/03
2-
~TE N<r. VA.J2351A
ORAIIH BY: RID
ClECIŒD BY: TKO
SCALE: AS NOrm
TITlE:
TITLE
SHEET
SITE: V A32352A
HERRING RAWLAND
8268 NEWTON HEIGHTS
CHAR-OTTE~, VA ~ j 14
.
LA TITUDE: N3S·02'50.0S" (NAD 83)
LONGITUDE: W7S·47'33.74" (NAD 83)
ELEV.: 1,258.7' (NAVD 88)
APPLICANT
OMNIPOIN1 COMMUNICATIONS CAP
OPERATICINS, LLC
5029 CORPORATE WOODS DRIVE,
SUITE 225
VIRGINIA BEACH, VA 23462
PH: 757-490-7212
FAX: 757--490-6195
CONTACT: AMBRE BLATTER
PROJECT SUMMARY
LANDLORD
JAMES HERRING
P.O. BOX 1243
VERONA, VA 24482
PH: 540-248-4706
CONSULTANTS
CIVIL/SURVEYING
DRAPER ADEN ASSOCIATES
8090 VILLA PARK DRIVE
RICHMOND, VIRGINIA 23228
PHONE: 804-264-2228
FAX: 804-264-8773
SHEET INDEX
T1 TI TLE SHEET
N1 GENERAL NOTES
N2 GENERAL NOTES
N3 GENERAL NOTES
C1 SURVEY EXHIBIT
C1A ADJACENT PROPERTY INFORMATION OMNIPOINT
C2 SITE DETAIL PLAN COMMUNICATIONS CAP
C3 TOWER ELEVATION AND ANTENNA SCHEDULE OPERATIONS, LLC
I 5029 CORPORATE WOODS DR., SUITE 225
C4 CIVIL DETAILS \/IRGlNIA BEACH, VA 23462
C5 CIVIL NOTES PH: (757) 490-7200
FAX: (757) 490-6195
C6 BTS AND EQUIPMENT PLATFORM
SITE NFORMl\TION
JURISDICTION: ALBERMARLE COUN1Y
TAX MAP: 05300 00 00 00600
D.B.: 1164, PG 518
CODE: BOCA
OCCUPANCY: UNMANNED
ZONING: RA RURAL AREAS
CONSTRUCTION 1YPE: PREFABRICATED
83.417 AC
I
VICINITY MAP
NOT TO SCALE
SITE LOCATION
NOT TO SCALE
SPRINT
PHONE: 540-228-810
UTlLmES
DOMINION VIRGINIA POWER
ONE JAMES RIVER PLAZA
701 EAST CARY STREET
RICHMOND, VIRGINIA 23219
PHONE: 1-888-667-3000
MISS UTILITY
CONTRACTOR TO CAl.L 48
HOURS BEFORE DIGGING!
PHONE: (800)552-7001
CONTRACTOR RESPO,~SIBLE FOR
DAMAGE OF EXISTING UTILITIES
DURING CONSTRUCTION
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ATTACHMENT A
~
--.......
~~
NOTES
- GENERAl
GENERAl
DMSION
PART
EXECUTION
PART 3
ASTM-A653 STANDARD SPEClflCATION FOR STEEL SHEET
ZINC COATED (GAlVANIZED) BY THE HOT-DIPPED
PROCESS.
E.
D. CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF
CONSTANT COMMUNICATIONS, SUCH AS A MOBILE PHONE
OR A BEEPER. THIS EQUIPMENT WIll NOT BE SUPPUED
BY THE OWNER, NOR Will WIRELESS SERVICE BE
ARRANGED.
3. , INSPECTION; EXCAVATE POST HOLES PER CONSTRUCTION
DOCUMENTS. CONflRM PROPER DEPTH AND DIAMETER OF POST
HOLE EXCAVATIONS.
Draper Aden Associates
~. s......... ___
Blacksburg, VA
Char1ottesvine, VA
Hampton Roads, VA
Raleigh-Durham, NC
www.daa.com
8090 Villa Par1< Drive
Richmond, VA 2322B
804-264-2228
Fax: 804-264-8773
MINIMUM SIX-INCH
PLUMB WITHIN ONE
INSTAllATION
A. POST FOUNDATIONS SHALL HAVE A
CONCRETE COVER UNDER POST
B. All FENCE POSTS SHALL BE VERTICALlY
INCH IN EIGHT ÆET.
3.2
CARBON
POST
ASTM-AS70 SPEClflCATION FOR HOT -ROLlED
STEEL SHEET AND STRIP STRUCTURAl QUAlIlY.
FEDERAl SPEClflCATION RR-F-191-FENCING, WIRE AND
METAl (AND GATES, CHAIN UNK FENCE FABRIC AND
ACCESSÒRIES).
- PRODUCTS
2
F.
G.
PART
E. DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THAT
EMPLOYEES AND SUBCONTRACTORS COMPLY WITH All
APPUCABLE OSHA SAf£lY REQUIREMENTS.
F. PROVIDE WRITTEN DAILY UPDATES ON SITE PROGRESS TO
THE OWNER.
A. CHANGE ORDERS MAY BE INITIATED BY THE OWNER
AND/OR THE CONTRACTOR INVOLVED. THE CONTRACTOR,
UPON VERBAl REQUEST FROM THE OWNER SHALL PREPARE
A WRITTEN PROPOSAl DESCRIBING THE CHANGE IN WORK
OR MATERIAlS AND ÞNf CHANGES IN THE CONTRACT
AMOUNT AND PRESENT TO THE OWNER WITHIN 24 HRS FOR
APPROVAl. SUBMIT REQUESTS FOR SUBSTlTUT10NS IN
THE FORM AND IN ACCORDANCE WITH PROCEDURES
REQUIRED FOR CHANGE OROER PROPOSAlS. ÞNf CHANGES
IN SCOPE OF WORK OR MATERIAlS WHICH ARE PERFORMED
BY THE CONTRACTOR WITHOUT A WRITTEN CHANGE ORDER
AS DESCRIBED AND APPROVED BY THE OWNER SHALL
PlACE FUll RESPONSIBIUTY OF THESE ACTIONS ON THE
CONTRACTOR.
PROCEDURE
.6 CHANGE ORDER
INTENT
A. THESE SPEClflCATlONS AND CONSTRUCTION DRAWINGS
ACCOMPANYING THEil DESCRIBE THE WORK TO BE DONE
AND THE MATERIAlS TO BE FURNISHED FOR
CONSTRUCTION.
1
B. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO
BE FUllY EXPlANATORY AND SUPPLEMENTARY. HOWEVER,
SHOULD ANYTHING BE SHOWN, INDICATED OR SPEClflED
ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE
SAlAE AS IF SHOWN, INDICATED OR SPEClflED IN BOTH.
C. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE All
lABOR AND MATERIAlS REASONABLY NECESSARY FOR THE
PROPER EXECUTION AND COIIPlETION OF THE WORK AS
STIPULATED IN THE CONTRACT.
GATE
AND
WITH BAND-
AND
SIDES OF
STRETCHER
E. ATTACH FABRIC TO BRACE RAILS, TENSION WIRE
TRUSS RODS WITH TIE CUPS AT TWO FOOT INTERVAlS.
C. AT CORNER POSTS, GATE POST AND
FRAME, FABRIC SHALL BE ATTACHED WITH
TENSION BAND-CUPS AT 15 INCH INTERVAlS.
SHALL BE ATTACHED
D. AT UNE POSTS, FABRIC
CUPS AT 15 INCH INTERVAlS.
FENCE MATERIAl
A. All FABRIC WIRE, RAILS, POLES, HARDWARE AND OTHER
STEEL MATERIAlS SHAll BE HOT -DIPPED GAlVANIZED.
B. FABRIC SHALL BE TWO-INCH CHAIN UNK MESH OF NO. 9
GUAGE (0.1481 WIRE. VERIFY HEIGHT WITH PROJECT MANAGER.
THE FABRIC SHAll HAVE A KNUCKLED flNISH FOR THE TOP AND
BOTTOM EDGES. FABRIC SHALl CONFORM TO THE SPEClflCATlONS
OF ASTM A-392 CLASS 1.
ASTM A-392 CLASS 1.
2.
G. COMPLETE INVENTORY OF CONSTRUCTION MATERIAlS AND
EQUIPIIENT IS REQUIRED PRIOR TO START OF CONSTRUCTION.
H. NOTIFY THE OWNER / PROJECT MANAGER IN WRmNG NO
LESS THAN 48 HOURS IN MNANCE OF CONCRETE POURS,
TOWER ERECTIONS. AND EQUIPMENT CABINET
PLACEMENTS.
GENERAl CONTRACTOR SHALl PROVIDE WITHIN 48 HOURS OF
CONSTRUCTION, BEFORE '" AfTER PHOTOS OF CONSTRUCTION
FROM All SIDES IN AND OUT OF COMPOUND.
PLACEMENTS.
.7 RElATED DOCUMENTS AND COORDINATION
A. GENERAl CARPENTRY, ELECTRICAL AND ANTENNA
DRAWINGS ARE INTERRElATED. IN PERFORMANCE OF THE
WORK, THE CONTRACTOR MUST REFER TO AlL DRAWINGS.
All COORDINATION TO BE THE RESPONSIBIUTY OF THE
CONTRACTOR.
MAXIMUM GAP OF TWO INCHES Will BE PERMITTED
THE CHAIN UNK FABRIC AND THE flNAL GRADE.
F. A
BETWEEN
ARE ACCESSIBLE
SO LOCKS
INSTALLED
BE
GATES SHALl
BOTH SIDES.
G.
FROM
NOT USED.
D. All POSTS SHALl BE SCHEDULE 40 GAlVANIZED
STEEL PIPE AND SHALL BE WE 1 ASTIA A-53 AND OF THE
FOllOWING DIAMETER (OD PER FENCE INDUSTRY STANDARD).
CONCRETE FOR FENCE POSTS SHALl HAVE A MINIMUM OF
PSI BREAKING STRENGTH AT 28 DAYS.
H.
3,000
K. GENERAl CONTRACTOR TO PROVIDE COPIES OF All INSPECTION
RELfASES FROM THE GOVERNING MUNICIPAUllES WITHIN 48
HOURS AFTER CONSTRUCTION PLACEMENTS.
INSURANCE AND BONDS
OMNIPOINT
COMMUNICATIONS CAP
OPERATIONS, LLC
CORPORATE WOODS DR., SUITE 225
I/IRGlNIA BEACH, VA 23462
PH: (757) 490-7200
FAX: (757) 490-6195
C.
IN THE COURSE OF CONSTRUCTION, CONTRACTOR SHALl PATCH,
REPAIR AND PAINT Am AREA THAT HAS BEEN DAMAGED DURING
All PHASES OF PROJECT.
J.
.8 SHOP DRAWINGS
A. CONTRACTOR SHALl SUBMIT SHOP DRAWINGS AS REQUIRED
AND USTED IN THESE SPEClflCATlONS TO THE OWNER
FOR APPROVAl.
5029
3.3 PROTECTION: UPON COMPlETION OF ERECTION, INSPECT FENCE
MATERIAl AND PAINT FIELD CUTS OR GAlVANIZING BREAKS WITH
ZINC-BASED PAINT COLOR TO MATCH THE GAlVANIZING PROCESS.
1/4· DIAMETER
FRAMES SHALl
1 -7/8 INCHES
3 INCHES
3 INCHES
F. All TOP AND BRACE RAILS SHALl BE
SCHEDULE - 40 MECHANICAL-SERVICE PIPE.
HAVE WELDED CORNERS.
NOT USED.
UNE
CORNER
GATE
E.
CONTRACTOR SHALl AT THEIR OWN EXPENSE CARRY AND
MAINTAIN FOR THE DURATION OF THE PROJECT All
INSURANCE AS REQUIRED AND USTED AND SHAll NOT
COMMENCE WITH THEIR WORK UNTIL THEY HAVE
PRESENTED AN ORIGINAL CERTlflCATE OF INSURANCE
STATING All COVERAGES TO THE OWNER. REFER TO
THE IAASTER AGREEMENT FOR REQUIRED INSURANCE UMITS.
AS AN ADDmONAL INSURED ON
2
A.
.1
All SHOP DRAWINGS SHALL BE REVIEWED, CHECKED AND
CORRECTED BY CONTRACTOR PRIOR TO SUBMITTAl TO THE
OWNER.
.9 PRODUCTS AND SUBSTTTUTlONS
A. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION.
IN EACH REQUEST IDENTIFY THE PRODUCT OR
FABRICATION OR INSTAlLATION METHOD TO BE REPLACED
BY THE SUBSTTTUTlON. INCLUDE RElATED
SPEClflCATlON SECTION AND DRAWING NUMBERS AND
COMPLETE DOCUMENTATION SHOWING COMPlIANCE WITH
THE REQUIREMENTS FOR SUBSTlTUTIONS.
B.
THE PURPOSE OF THE SPEClflCATIONS IS TO INTERPRET
THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE
METHOD OF THE PROCEDURE, WE AND QUAlIlY OF
MATERIAlS REQUIRED TO COMPLETE THE WORK.
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFICATION OF AlL MEASUREMENTS AT THE SITE
BEFORE ORDERING Am MATERIAlS OR DOING ÞNf WORK.
NO EXTRA CHARGE OR COMPENSATION SHALL BE ALlOWED
DUE TO DIFFERENCE BETWEEN ACTUAl DIMENSIONS AND
DIMENSIONS INDICATED ON THE CONSTRUCTION
DRAWINGS. Am SUCH DISCREPANCY IN DIMENSION WHICH
MAY' BE FOUND SHALl BE SUBMITTED TO THE OWNER FOR
CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH
THE WORK IN THE AFFECTED AREAS.
B. THE BIDDER, IF AWARDED THE CONTRACT, Will NOT BE
ALlOWED Am EXTRA COMPENSATION BY REASON OF Am
MATTER OR THING CONCERNING WHICH SUCH BIDDER
MIGHT HAVE FUllY INFORMED THEMSELVES PRIOR TO THE
BIDDING.
D.
.2 CONFlICTS
G. NOT USED.
H. GATE FRAMES SHALl HAVE A FUll-HEIGHT VERTICAL
BRACE AND A FUll-WIDTH HORIZONTAl BRACE, SECURED IN
PLACE BY USE OF GATE BRACE ClAMPS.
NAMED
BE
THE OWNER SHALl
All POUCIES.
B.
C. NO PLEA OF IGNORANCE OF CONDmONS THAT EXIST, OR
OF DlmCULTlES OR CONDmONS THAT MAY BE
ENCOUNTERED OR OF Am OTHER RELEVANT MATTER
CONCERNING THE WORK TO BE PERFORMED IN THE
EXECUTION OF THE WORK WIll BE ACCEPTED AS AN
EXCUSE FOR Am FAILURE OR OMISSION ON THE PART OF
THE CONTRACTOR TO FUlFIll EVERY DETAIL OF All THE
REQUIREMENTS OF THE CONTRACT DOCUMENTS GOVERNING
THE WORK.
I. GATE HINGES SHALl BE MERCHANTS METAl MODEL 64386
HINGE ADAPTER WITH MODEL 6409, 188 DEGREE ATTACHMENT.
OR EQUAl.
C. CONTRACTOR MUST PROVIDE PROOF OF INSURANCE.
SAf£lY
3 PROJECT
1
B. SUBMIT All NECESSARY PRODUCT DATA AND CUT SHEETS
WHICH PROPERLY INDICATE AND DESCRIBE THE ITEMS,
PRODUCTS AND MATERIAlS BEING INSTAlLED. THE
CONTRACTOR SHALl, IF DEEMED NECESSARY BY THE
OWNER SUBMIT ACTUAl SAlAPLES TO THE OWNER FOR
APPROVAl IN UEU OF CUT SHEETS.
MERCHANTS
BE
SHALl
J. THE GUIDE (LATCH ASSEMBLY)
METAl MODEL 2083. OR EQUAl.
A. THE CONTRACTOR SHALL COMPLY WITH VIRGINIA AND
FEDERAl HEALTH AND SAf£lY REGULATIONS.
IF REQUIRED
02830 FENCE
BE PROVIDED FOR AlL
AND KEEPERS SHALl
STOPS
K. LATCHES,
GATES.
- GENERAl
PART
HOLDING
BAR
N. A NO. 9 GAUGE ZINC COATED TENSION WIRE SHALl BE
USED AT THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND
CLIPS AT CORNER AND GATE POSTS.
CAPABLE OF
FULL HEIGHT PLUNGER
L All STOPS SHAll HAVE KEEPERS
THE GATE LEAF IN THE OPEN POSITION.
M. DOUBLE GATES SHALL HAVE A
WITH DOME CAP.
WORK INCLUDED: REFER TO THE SITE PLANS FOR
SIZE AND LOCATION OF FENCE AND GATES TO BE INSTAlLED.
A. All STEEL MATERIAlS UTlUZED IN CONJUNCTION WITH
THIS SPECIFICATION Will BE GAlVANIZED OR STAINLESS
STEEL WEIGHT OF ZINC COATING ON THE FABRIC SHALl BE
NOT LESS THAN 12 OUNCES PER SQUARE FOOT OF MATfRIAl
COVERED. POSTS SHALl BE HOT-DIPPED IN GRADE E ZINC,
1.8 OUNCES PER SQUARE FOOT.
QUAillY ASSURANCE
.2
1
A. All WORK SHALl BE IN ACCORDANCE WITH APPLICABLE
LOCAl, STATE AND FEDERAl REGULATIONS. THESE SHALl
INCLUDE BUT NOT BE LIMITED TO THE LATEST VERSION
OF THE FOllOWING:
1. ANSI/EIA - 222 - F
2. BUILDING omclAlS AND CODE ADMINISTRATORS
(BOCA) 1996
3. NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL
AMENDMENTS 1999
4. UNDERWRITER LABORATORIES APPROVED ELECTRICAL
PRODUCTS
5. AMERICAN INSTITUTE OF STEEL CONSTRUCTION
SPEClflCATIONS (AlSC)
6. LIFE SAf£lY CODE NFPA - 101-2000
.10 auAlIlY ASSURANCE
.3 CONTRACTS AND WARRANTIES
A. CONTRACTOR IS RESPONSIBLE FOR APPLICATION AND
PAYMENT OF CONTRACTOR LICENSES AND BONDS.
B. SEE MASTER CONTRACTION SERVICES
AGREEMENT FOR ADD'L DETAILS.
AlL MATERIAlS MUST BE STORED IN A LEVEL AND DRY
FASHION AND IN A MANNER THAT DOES NOT NECESSARILY
OBSTRUCT THE FLOW OF OTHER WORK. Am STORAGE
METHOD MUST MEET All RECOMMENDATIONS OF THE
ASSOCIATED MANUFACTURER.
.4 STORAGE
OAl£
6/J/OJ
6/5/03
6/1J/03
6/16/03
SUlMTTALS/REVISIONS
OCSCRtPTIOH
lŒi: EXHB!
lŒi: [)(}tEl! RE\1SED PER COIAÆNTS
ZDllNG ORAMNGS IS9.([) fOR RE\1EW
ZONING ORA'MNGS RE\1SEO PER COoIIÆNTS
NO.
O. PLACE A SIX INCH BY 1/2 INCH DIAMETER EYE -BOLT TO
HOLD TENSION WIRE AT LINE POSTS.
OR
3/8
3/4 INCH
A
All CORNER GATE AND END PANELS SHALl HAVE
TRUSS ROD WITH TURNBUCKLES.
BY
STRETCHER BARS SHALL BE 3/16 INCH
EQUIVAlENT CROSS SECTIONAL AREA.
P.
HAVE
Q.
INCH
SEQUENCING
A. IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE
COURSE ELEVATION PRIOR TO FENCE CONSTRUCTION, FENCE
POST EXCAVATION SPOILS MUST BE CONTROLLED TO PRECLUDE
CONTAMINATION OF SAID SURFACE COURSE.
.3
ADMINISTRATION
BEFORE THE COMMENCEMENT OF ANY WORK, THE
CONTRACTOR WILL ASSIGN A PROJECT MANAGER WHO Will
ACT AS A SINGLE POINT OF CONTACT FOR All
PERSONNEL INVOLVED IN THIS PROJECT. THIS PROJECT
MANAGER Will OEVELOP A MASTER SCHEDULE FOR THE
PROJECT WHICH WILL BE SUBMITTED TO THE OWNER
PRIOR TO THE COMMENCEMENT OF Am WORK.
A.
UP
THE CONTRACTORS SHALL AT All TIMES KEEP THE SITE
FREE FROM ACCUMULATION OF WASTE MATERIAlS OR
RUBBISH CAUSED BY THEIR EMPLOYEES AT WORK AND AT
THE COMPlETION OF THE WORK, THEY SHALl REMOVE All
RUBBISH FROM AND ABOUT THE BUILDING AREA,
INCLUDING All THEIR TOOLS. SCAFFOLDING AND
SURPLUS MATERIALS AND SHALl LEAVE THEIR WORK
ClEAN AND READY FOR USE.
.5 ClEAN
A.
~l£ NO:
OOAWN BY,
CH'ClCED BY,
SCAlE:
R. All POSTS EXCEPT GATE POSTS SHALl HAVE A
COMBINATION CAP AND BARBED WIRE SUPPORTING ARM. GATE
POSTS SHALL HAVE A DOME CAP.
SUBMITTALS
MANUFACTURER'S DESCRIPTIVE UTERATURE.
A.
.4
VAJZJ52A
AS N01£D
OTHER HARDWARE INCLUDES BUT MAY NOT
CUPS, BAND CUPS AND TENSION BAND CLIPS.
WIRE GATE GUARDS SHALL BE FITTED WITH
S.
TIE
SPECIFICATIONS HAVE
THAT
CERTIFICATE OF COMPLIANCE
BEEN MET.
B.
LIMITED TO
BE
TITLE,
DOME
T. BARBED
CAPS.
APPLICABLE STANDARDS
.5
B. SUBMIT A BAR T'!PE PROGRESS CHART NOT MORE THAN 3
DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT
OF THE WORK ON THE SCHEDULE. INDICATlNO A TIME
BAR FOR EACH MAJOR CATEGORY OR UNIT OF WORK TO BE
PERFORMED AT SITE, PROPERLY SEQUENCED AND
COORDINATED WITH OTHER ELEMENTS OF WORK AND
SHOWING COMPLETION OF THE WORK SUFFICIENTLY IN
ADVANCE OF THE DATE ESTABLISHED FOR SUBSTANTIAl
COMPlETION OF THE WORK.
EXTERIOR: VISUALlY INSPECT EXTERIOR SURFACES AND
REMOVE AlL TRACES OF SOIL. WASTE MATERiAlS,
SMUDGES AND OTHER FOREIGN MATTER,
B.
FROM
REMOVE All TRACES OF SPLASHED MATERIAlS
ADJACENT SURFACES.
1.
ASTM-AS3 SPECIFICATION FOR PIPE, STEEL BLACK AND
HOT -DIPPED ZINC COATED (GAlVANIZED) WELDED ANO
SEAMLESS FOR ORDINARY USES.
A.
GENERAL
NOTES
IRON WITH
CAST
BE
U. BARBED WIRE SUPPORT ARMS SHAll
SET BOLT AND LOCK WIRE IN THE ARM,
V. All CAPS SHALl BE CAST STEEL.
2. IF NECESSARY TO ACHIEVE A UNIFORM DEGREE OF
CLEANLINESS, HOSE DOWN THE EXTERIOR OF THE
STRUCTURE.
15
SITE VA32352A
HEARING RAWLAN)
8268 NEWTON HEJa-fTS
CHAALOTTESVLLE, VA 22903
SHEET NUMBER;
J
N1
JOBI R03267
GALVANIZED) COATING ON
STANDARD SPECIFICATION FOR ZINC COATING
ON IRON AND STEEL HARDWARE.
STEEL
ZINC-COATED
ASTM-A123 ZINC (HOT-DIP
IRON AND STEEL PRODUCTS.
ASTM-A153
(HOT -DIP)
ASTM-A392 SPECIFICATION FOR
CHAIN UNK FENCE FABRIC.
B.
C.
D.
C. PRIOR TO COMMENCING CONSTRUCTION, THE OWNER SHALL
SCHEDULE AN ON - SITE MEETING WITH ALL MAJOR
PARTIES. THIS WOULD INCLUDE (THOUGH NOT LIMITED
TO) THE OWNER, PROJECT MANAGER. CONTRACTOR, LAND
OWNER REPRESENTATIVE. LOCAl TELEPHONE COMPAm.
TOWER ERECTION FOREMAN (IF SUBCONTRACTED).
C. INTERIOR: VISUAlLY INSPECT INTERIOR SURFACE AND
REMOVE All TRACES OF SOIl., WASTE MATERIAlS,
SMUDGES AND OTHER FOREIGN MAffiR FROM
WALlS/FLOOR/CEILING.
MATERIAl FROM ADJACENT
STAINS
AND DIRT FROM
REMOVE AlL TRACES OF SPLASHED
SURFACES.
SPOTS,
2. REMOVE PAINT DROPPINGS,
FINISHED SURFACES.
1.
ATTACHMENT A
~C'\.
-..
0~
Draper Aden Associates
~. ......,.... a__
TENANT IMPROVEMENT SITE GROUNDING:
FOR ROOF TOP ANTENNA INSTALLATIONS ADDITIONAl ANTENNA
GROUND BARS MAY HAVE TO BE INSTAUED AT EACH ANTENNA
MOUNT LOCATION. ALL ANTENNA MOUNTS SHALL BE GROUNDED
WITH A #2 AWG CONDUCTOR CONNECTED TO mE NEAREST
BUILDING STEEL OR THE AGB INSTAUED AT mE MOUNT.
ALL BUSS BARS, BOTH 1.4GB AND AGB(S), SHALL BE
INDEPENDENTlY TIED TO THE NEAREST BUILDING STEEL OR DESIGN A TED
GROUNDING SYSTEM. AGB(S) MAY BE HOME RUN BACK TO THE 1.4GB
Wl-iERE NO BUILDING STEEL IS AVAILABLE.
2.1
THE
THE PURPOSE OF THE ANTENNA GROUND BAR IS PRIMARILY FOR
LIGHTNING PROTECTION. COAXIAL CABLE IS USUALLY mE ONLY
ITEM GROUNDED TO mls BAR. HOW£VER IT IS ACCEPTABLE TO
BOND EXTERIOR; CABLE TRAY, WAVEGUIDE PORTS AND
CANTILEVERED WAVE GUIDE BRIDGES TO THE AGB.
A DOUBLE BOLT
mE PURPOSE OF THE MASTER GROUND BAR IS TO GROUND
BTS AND ANY OmER METALLIC OBJECTS AROUND mE BTS.
(AGB)
H. ALL LUGS SHALL HAVE TWO HOLES FOR
CONNECTION.
MASTER GROUND BAR (1.4GB)
GROUND BAR
2.2 ANTENNA
2.
22. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER
UNLESS omERWlSE NOTED.
23. METER SOCKET AMPERES, VOLTAGE, NUMBER OF PHASES
SHALL BE AS NOTED ON mE DRAWINGS, MANUFACTURED BY
"SQUARE 0 COMPANY', OR APPROVED EQUAL
24. ALL MATERIALS SHALL BE U.L LISTED.
25.
BE SCHEDULE 40 PVC.
BE SUNUGHT
ALL UNDERGROUND CONDUIT SHALL
ALL EXTERIOR ABOVEGROUND CONDUIT SHALL
RESISTANT SCHEDULE 80 PVC.
ALL INDOOR CONDUIT SHALL BE EMT.
CONDUIT
A-
B.
C.
GENERAL ELECTRIC
DEFINITIONS
AGB - ¡
AWG - ¡
£IH - II
1.4GB - I
PVC - , DL Y VINYL CHLORIDE CONDUIT
RFl - ADIO FREQUENCY INTERFERENCE
mw - ETTER TYPE DESIGNATION FOR CONDUCTOR INSULATION
mAT I~ A MOISTURE AND HEAT RESISTANT THERMOPLASTIC
Wlm A AAXlMUM OPERATING TEMPERATURE OF 75 DEGREES
CELSlU~ OR 167 DEGREES FAHRENHEIT.
INTENNA GROUND BAR
\MERICAN WIRE GAUGE
:LECTRICAL METAL TUBING
MASTER GROUND BAR
16
GENERAl mCTRICAL PROVISION
1.
A.
B.
C.
D.
E.
F.
G.
DIVISION
Blacksburg, VA
CharlottesviUe, VA
Hampton Roads, VA
Raleigh-Durham, NC
8090 Villa Pari< Drive
Richmond, VA 23228
804-264-2228
Fax: 804-264~
www.daa.com
BEND RADIUS:
IT IS IMPORTANT THAT THE GROUNDING CONDUCTOR CONNECTING mE
INSIDE AND OUTSIDE GROUND SYSTEMS BE AS STRAIGHT AS POSSIBLE,
WITH NO TURN OR BEND SHORTER mAN ONE FOOT RADIUS WITH A
mREE FOOT RADIUS PREFERRED. NO RIGHT SHARP BENDS
SHALL BE ALLOWED.
OF
LIMITS
2.12
SURGE ARRESTOR GROUND SAR (SAGS)
mE PURPOSE OF THE SURGE ARRESTOR GROUND BAR IS FOR
LIGHTNING PROTECTION.
2.3
D. FLEXIBLE CONDUIT MAYBE USED AT EQUIPMENT CONNECTIONS.
FLEXIBLE CONDUIT SHALL BE LIQUID TIGHT, SHALL NOT BE
LONGER mAN 8 FEET AND SHALL CONTAIN GROUND
CONDUCTOR SIZED IN ACCORDANCE WITH THE NATIONAl
ELECTRICAl CODE.
2. SUBMITTAl OF BID INDICATES CONTRACTOR IS COGNIZANT
OF AlL JOB SITE CONDITIONS AND WORK TO BE PERFORMED
UNDER mls CONTRACT.
BONDING PREPARATION &: FlNISH:
2.13
ANTENNA GROUNDING:
EACH ANTENNA COAXIAL CABLE SHALL TYPICALLY BE GROUNDED
A T THREE POINTS USING A COAXIAL CABLE KIT. A TYPICAL
INSTALLATION SHALL BE AS FOLLOWS:
A. SHALL
2.4
26. ALL mCTRICAL EQUIPMENT SHALL BE LABELED Wlm
PERMANENT ENGRAVED PlASTIC LABELS.
CON TRACTOR SHALL PERFORM AlL VERIFICATION
OBSERVATIONS TEST, AND EXAMINATION WORK PRIOR TO mE
ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL
CONSTRUCTION. CONTRACTOR SHALL ISSUE A \\RITTEN
NOTICE OF ALL FINDINGS TO mE ENGINEER LISTING ALL
MAlFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANaES.
3.
ALL SURFACES REQUIRE PREPARATION PRIOR TO BONDING OF EITHER
CAD WELD OR MECHANICAl FASTENERS. GALVANIZED SURF ACES SHALL
BE GROUND OR SANDED TO THE POINT OF EXPOSING mE STEEL
SURFACE BELOW, PRIOR TO BONDING mE GROUND CONDUCTOR. FOR
OmER SURFACES INCLUDING COPPER BUSS BARS ALL PAINT, RUST
TARNISH AND GREASE SHALL BE REMOVED PRIOR TO BONDING mE
GROUND CONDUCTOR.
mE
mE SECOND GROUND SHALL BE MADE AT mE BOTTOM OF mE
VERTICAL RUN OF THE COAXIAL CABLE AS IT TURNS OUT AWAY
FROM mE TOWER TOWARDS THE BTS. mls GROUND SHALL BE
TERMINATED AT THE AGB. THE AGB SHALL HAVE TWO (2) LEADS
OF #2 AWG BARE TINNED SOLID COPPER WIRE, AND SHALL
TERMINA TE AT THE TOWER GROUND RING. THESE SHALL BE INCASED
IN PVC CONDUIT.
TO
CLOSE
OCCUR AS
mE FIRST GROUND CONNECTION
ANTENNA AS POSSIBLE.
B.
27. COORDINATE THE mCTRICAL SERVICE Wlm THE UTIUTY
COMPANY, AND PROVIDE DAILY UPDATES TO PM UNTIL FlNAl
ELECTRICAL SERVICE IS EFFECTED.
28. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT
aRCUIT, AND FALL OF POTENTIAL GROUND TESTS FOR
APPROVAL SUBMIT TEST REPORTS TO PROJECT MANAGER.
CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND
LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION.
PRIOR TO
VERIFlED Wlm OWNER
BE
4. HEIGHTS SHALL
INSTAll.A TION.
5. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY
AS POSSIBLE.
OMNIPOINT
COMMUNICATIONS CAP
OPERATIONS, LLC
EXOTHERMIC WELDS SHALL BE FlNISHED Wlm mE APPLICATION
OF COLD GALVANIZATION AND WHEN APPLICABLE, FlNISH PAINTED
WITH AN APPROPRIATE COLOR AS REQUIRED.
MECHANICAl TYPE BONDS ON ALL OTHER SURFACES, DTHER THAN
BUSS BARS, SHALL BE FlNISHED Wlm THE APPLICATION OF COLD
GALVANIZATION AND/OR THE APPROPRIATE PAINT TO MATCH AS
REQUIRED.
THE THIRD GROUND SHALL BE mE SURGE ARRESTOR GROUND. IT SHALL
BE ATTACHED TO mE CABLE ON STRAIGHT RUNS (NOT WITHIN BENDS)
AND BE WEATHER PRODFED PER THE MANUFACTURtS SPECIFlCATIONS.
THE SURGE ARRESTORS SHALL BE GROUNDED TO THE GROUND BAR.
THE SAGS SHALL HAVE TWO (2) LEADS OF #2 AWG BARE TINNED
SOLID COPPER WIRE, AND SHALL TERMINATE AT THE TOWER GROUND
RING. THESE SHALL BE INCASED IN PVC.
C.
29. CONTRACTOR TO COORDINATE Wlm UTILITY COMPANY FOR
CONNECTION OF TEMPORARY AND PERMANENT POWER TO mE
SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE
PAID BY CONTRACTOR.
20 / 240 SINGLE PHASE 3 WIRE 200
7. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTlY
TAGGED IN EACH PANEL BOARD, PULL BOX, J-BOX, WITCH
BOX, ETC., IN COMPLIANCE Wlm OCCUPATIONAL SAFETY
AND HEALm ACT (O.S.H.A.).
6. ELECTRICAL SERVICE
AMP SERVICE.
GROUNDING STANDARDS
CORPORATE WOOOS DR., SUITE 225
VIRGINIA BEAai, VA 2~2
PH: (757) 490-7200
FAX: (757) 490-6195
5029
TESTING:
THE OUTSIDE GROUND RING SHALL BE TESTED AFTER INSTALLATION BUT
PRIOR TO BACKFlLLING THE GROUND RING TRENCH. mE GROUND FlELD
RESISTANCE SHALL MEASURE 5 OHMS OR LESS TO GROUND. RESULTS
OF THIS TEST SHALL BE BROUGHT TO THE PRO.£CT MANAGER. THE
RESISTANCE TO GROUND SHALL BE MEASURED USING THE FALL POTENTIAL
ME mOD.
2.14
ALL FENCE CORNER AND END POSTS (MINIMUM OF TWO) SHALL
HAVE ONE #2 SOliD TINNED COPPER GROUND WIRE.
mESE POSTS SHALL BE CONNECTED TO mE GROUND RING
WITH A #2 SOLID TINNED COPPER GROUND WIRE AND
INTERM[QIA TE GROUND RODS IF THE DISTANCE FROM THE POST
TO mE GROUND RiNG EXCEEDS 8 FEET. IN NO CASE SHALL
ANY PORTION OF lHE SAME FENCE REMAIN DISCONNECTED FROM
THE GROUND RING.
PERIMETER FENCE GROUNDING:
A. CORNER FENCE GROUNDING
B.
2.5
.0 BACKGROUND
AREAS OF CONCERN: Wl-iEN DESIGNING A GROUNDING SYSTEM
FOR A MOBILE RADIO FACILITY mERE ARE FOUR INTERRELATED
AREAS OF CONCERN. mE BASIC OB.£CTIVE FOR EACH IS:
A. LIGHTNING PROTECTION - TO MAINTAIN ALL EQUIPMENT AT
mE SAME POTENTIAL DURING A LIGHTNING IMPULSE.
1
8. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,
INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION
TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND
PROPERLY OPERATIVE SYSTEM ENERGIZED mROUGHOUT AND
AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR
AS OTHERWISE REQUIRED.
HIGH RISE BUILDING:
HIGH RISE BUILDINGS PRESENT A UNIQUE PROBLEM IN
GROUNDING. A FACILITY INVESTIGATION SHOULD BE MADE INTO
mE STRUCTURE OF THE BUILDING, AND AS TO mE 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 LIGHTENING PROTECTION SYSTEM,
WITH A TEST TO THE SYSTEM AFTER INSTALLATION TO ENSURE
THAT IT HAS NOT CAUSED THE SYSTEM TO EXCEED 5 OHMS.
2.15
A.
GATEPOSTS
GATE PDSTS SHAll BE GROUNDED TO EACH OTHER TO ENSURE THE
ENTIRE FENCE HAS ELECTRICAL CONTINUITY. CONNECTIONS SHALL
BE DRILL AND TAF WITH BURNDY TYPE KC22 TO THE POST WITH
A #2 AWG BARE SOLID TINNED COPPER WIRE.
GATES
C.
D.
B. RFl FOR NOISE INDUCTION CONTROL - TO ESTABLISH THE
LOWEST POSSIBLE IMPEDANCE AMONG ALL EQUIPMENT.
D. PERSONNEL SAFETY - TO MAINTAIN A MINIMUM VOLTAGE
DIFFERENCE BETWEEN ANY TWO METALLIC OB.£CTS Wl-iICH
PERSONNEL MIGHT CONTACT SIMULTANEOUSLY.
TO REDUCE ELECTROSTATIC
C. ELECTROSTATIC CONTROL
DISCHARGE PROBLEMS.
OR
9. ALL ~A TERIALS AND EQUIPMENT SHALL BE NEW
AND OF mE SAME MANUFACTURER THROUGHOUT
FOR EACH CLASS OR GROUP OF EQUIPMENT.
MA TERIALS SHALL BE MANUFACTURED IN
ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY
ANSI, NEMA.
ALL TELCO CONDUIT INSTAUED SHALL BE SURFACE MOUNTED
DIRECT BURIAL UNLESS OTHER'MSE NOTED.
O.
1
DAl£
6/J/DJ
6/5/rJJ
6/13/DJ
6/18/DJ
SUBMTTAlS/AEVISIONS
DfSCRI'1l()
lIAS[ EXHOT
lIAS[ EXHBIT RE\1SED P£R COUIÐTS
ZONING DRAIIINGS ISSIÆD Fa! RE'ÆW
ZOMHG DRAWNGS RE'oISED P£R COUWENTS
NO.
STRUCTURAL STEEL BUILDINGS: IF THE BUILDING IS BUILT
OF STRUCTURAL STEEL IT MAYBE POSSIBLE TO GROUND THE
ANTENNAS TO mE BUILDING SITE. IT IS PREFERABLE TO GROUND
THE ANTENNAS AND THE SITE TO A DIRECT EARTH CONNECTION,
BY USE OF SEPARATE DOWN LEADS OF 250 MCM COMING FROM GROUND
BUSS BARS TO CONNECT THE GROUND INPUT, AND RUN DOWN A VERTICAL
SHAFT TO A PATTERN OF NO LESS THAN FOUR GROUND
RODS. WHERE PRACTICAL THE BUILDING STEEL SHOULD BE
BONDED TO THE GROUND RING 'MTH A SEPARATE LEAD TO THE
GROUND ROD FlELD.
GATES SHALL BE BONDED TO GATEPOSTS 'M TH A 18" BRAIDED
STRAP TYPE B01 8G92. THE CONNECTIONS SHALL BE BURNDY 2
HOLE LUGS (3/8· HOLES, 1" CENTER TO CENTER) BOLTED
THROUGH EACH POST.
GENERA TOR FUEL TANK GROUNDING:
E.
F.
.2 A/C GROUNDING:
ALL GROUNDING CONNECTIONS INSIDE OF CABINETS SHALL BE
SCRAPED TO BARE METAL AND COATED WITH CONDUCTING
LUBRICANT.
2. CONTRACTOR SHALL CARRY OUT THEIR WORK IN ACCORDANCE
WITH ALL GOVERNING STATE,COUNTY AND LOCAL CODES AND
O.S.H.A.
B.
3. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING
PERMITS AND PAY ALL REQUIRED FEES.
THE GENERA TOR FUEL T ~NK, IF REQUIRED, SHALL BE CONNECTED IN AT
LEAST ONE PLACE TO THE MAIN EXTERIOR GROUND RING. #2 AWG BARE
SOLID TINNED COPPER WIRE SHALL BE BURNDY CONNECTED TO ONE
SUPPORT LEG OF THE FUEL TANK AND CAD WELD TO THE NEAREST
EXTERIOR GROUND RING GROUND ROD.
2.6
STATION GROUNDING SYSTEM
2.0 MATERIALS:
A. #2 AWG, BARE SOLID TINNED COPPER WIRE, FOR ALL
EXTERIOR CONDUCTORS AND TOWER GROUND BAR CONDUCTORS
OR AS OTHERWISE SPECIFlED. GROUNDS TO THE LNAS SHALL BE
NO. 6 STANDARD GREEN INSULA TED JUMPERS. THE GROUND WIRE
TO THE 1.4GB SHALL BE GREEN INSULA TED #2 WIRE BURNDY
CONNECTED TO THE BUSS BAR AND CONNECTED TO THE
GROUND RING ON A GROUND ROD.
4. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF
ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY
OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE
F AUL TY DURING THAT PERIOD SHALL BE CORRECTED AT
ONCE, UPON \\RITTEN NOTIFlCA TION, AT THE EXPENSE OF
THE CONTRACTOR.
5. ALL EMPTY CONDUIT INSTAUED BY THE CONTRACTOR SHALL
HAVE A PULL WIRE OR ROPE.
VAJ2J52A
row
IW't.I
AS HOlED
91( NO:
a!AIH BY:
STRUCTURAL CONCRETE BUILDINGS ARE MORE DIFFICULT TO
GROUND PROPERLY. THE ANTENNAS SHOULD BE GROUNDED TO
A SEP ARA TE BUSS BAR AND DOWN LEAD WHERE THE COAXIAL
CABLES ENTER mE BUILDING. THE DOWN LEAD SHOULD BE
PROTECTED IN PVC CONDUIT AND SHOULD BE INSTALLED AS FAR
APART AS IS PRACTICAL FROM EACH OTHER THE SEPARATE
DOWN LEADS SHOULD NOT CONTACT EACH OTHER UNTIL
CONNECTION WI TH THE FlRST GROUND ROD.
C.
EQUIPMENT ROOM GROUNDING:
THE MASTER GROUNO BAR (~GB) SHALL SERVE AS THE COLLECTION POINT
FOR THE BTS AS WELL AS ALL INTERIOR NON-ELECTRICAL GROUNDED
~ETAL MATERiAlS; CABLE TRAYS, ALARM JUNCTION BOX. ETC., SHALL BI
BE GROUNDED WITH 16 AWG STRANDED (GREEN) GROUND WIRES
WI TH INDIVIDUAL RUNS BACK TO THE 1.4GB.
2.7
B. #2 AWG, INSULA TED STRANDED COPPER CABLE SHALL BE
INSTAUED FOR INTERIOR GROUND BAR CONDUCTORS ON TENANT
IMPROVEMENT SITES.
6. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE
ELECTRICAL' AS INSTAUED· DRAWINGS AT THE
COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS,
ROUTINGS AND CIRCUITS.
7. ALL BROCHURES, OPERATING MANUALS, CATALOGS. SHOP
DRA'MNGS, ETC., SHALL BE TURNED OVER TO THE OWNER
A T JOB COMPLETION.
D£CI(ID BV;
SCALE:
NOT USED.
2.8
C. 3/4" X 10'-0" GROUND RODS OF SOLID COPPER, STAINLESS
STEEL OR COPPER CLAD HIGH STRENGTH STEEL.
8. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL
EQUIPMENT SHALL HAVE AN INTERRUPTING SHORT CIRCUIT
CURRENT TO WHICH THEY MAYBE SUBJECTED, AND A
MINIMUM OF lO'OOD A.I.C.
GENERAL
NOTES
TITLE:
SERVICE GROUNDING CONNECTIONS
2.9
D. ABOVE GRADE CONNECTIONS SHALL BE BURNDY HYGROUND
COMPRESSION. BELOW GRADE CONNECTIONS SHALL BE
EXOTHERMIC WELD.
THE NEUTRAL CONDUCTOR OF THE ELECTRIC SERVICE SHALL BE GROUNDED
IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE.
COAX BRIDGE TRA Y GROUNDING
THE ENTIRE ELECTRICAL INSTALLATION SHALL BE
GROUNDED AS REQUIRED BY ALL APPLICABLE CODES.
9.
16~
2A
WLAND
HEIGiTS
. VA 22903
N2
SITE:
SHEET
JOBI RD3267
/ CABLE
BOND THE COAX BRIDGE OR CABLE TRAY TO THE AGB WI TH #2
STRANDED INSULA TED GREEN WIRE. THESE CONNECTIONS SHALL BE DOUBLE
LUG BOLTED / SCREWED MECHANICAL CONNECTIONS WITH STAR LOCK
WASHERS AND CONDUCTVE LUBRICANT. ALL BRIDGE SPLICES SHALL HAVE
JUMPERS OF #2 STRANDED INSULA TED GREEN 'MRE.
2.10
E. CONDUCTIVE LUBRICANT SHALL BE USED IN ALL
~ECHANICAL CONNECTIONS.
MECHANICAL FASTENERS (I.E., DOUBLE LUGS, SPLIT BOLTS
PARAUEL CONNECTORS) SHALL BE BRONZE, BRASS, COPPER
OR STAINLESS STEEL AND HAVE CONDUCTIVE LUBRICANT BETWEEN
CONDUCTOR AND CONNECTION.
BOLTS, NUTS AND SCREWS USED TO FASTEN MECHANICAL
CONNECTORS SHALL BE STAINLESS STEEL WITH STAR TYPE
STAINLESS STEEL LOCK WASHERS.
F.
G.
20. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE
STOPPED IN ACCORDANCE WITH APPLICABLE LOCAL
BUILDING CODES WITH U.L. LISTED MATERIALS.
WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12 AWG
MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE ON
DRAWINGS.
21
ATTACHMENT A
CONSTRUCTION
SPECIAL
3
DIVISION
SITE WORK AND DRAINAGE
DIVISION 2
a.-0
v~
3100 TOWER & ANTENNA INSTALLATION
B. PRIOR TO OTHER 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
AUTHORIZED LANDFILL.
EARTHWORK. EXCAVATION AND GRADING
GENERAL
02000
PART
GENERAL
WORK INCLUDED
PART
.1
WORK INCLUDED: REFER TO THE SURVEY AND
SITE PLAN FOR WORK INCLUDED.
.1
IF REQUIRED. ERECT FURNISHED TOWER.
A.
D. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED.
LINE THE GRUBBED AREAS WITH STABILIZER MAT PRIOR
TO PLACEMENT OF FILL OR BASE MATERIAL.
.2 RELATED WORK
Draper Aden Associates
E.......... ~. __
ERECTION.
C. IF REQUIRED, INSTALL THREE (3) SIDE ARMS.
CONSISTING OF THREE (3) 6'-0' AS INDICATED ON DRAWINGS
- CONFIRM WITH OWNER REPRESENTATIVE.
B. GROUND TOWER TEMPORARILY DURING
GROUNDING SHALL INCLUDE BASE(S) AND ANCHORS.
INST ALLA TION
3.2
A. CONSTRUCTION FOR EQUIPMENT FOUNDATION
B. INSTALLATION OF ANTENNA SUPPORT SYSTEM
C. ERECTION OF FENCE
Blacksburg, VA
Chartottesville. VA
Hampton Roads. VA
Raleigh-Durham, NC
www.daa.com
8090 Villa Part< Drive
Richmond. VA 23228
804-264-2228
Fax: 804-2~m
AS INDICATED ON DRAWINGS AND
D. INSTALL ANTENNAS
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
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.
A.
MOUNTS AS
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
INSTALL
F.
LADDER.
.4 QUALITY ASSURANCE
WAVEGUIDE BRIDGE AS INDICATED ON
G. INSTALL
DRAWING.
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 PUBLIC THOROUGHFARE, ARE INCLUDED
UNLESS OTHERWISE NOTED.
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.
WITH THE
IN SCOPE
.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.
E. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE
THE EXISTING ROAD TO REMOVE Am ORGANIC MATTER AND
SMOOTH THE SURFACE BEFORE PLACING FILL OR STONE.
ELEVATION STAKES PRIOR
A. CONFIRM SURVEY STAKES AND SET
TO ANY CONSTRUCTION.
OMNIPOINT
COMMUNICATIONS CAP
OPERATIONS, LLC
J. ASSIST OWNER TECHNICIANS IN PERFORMING SWEEP
TEST OF INSTALLED COAX.
B. GRUB THE COMPLETE ROAD AND SITE AREA PRIOR TO
FOUNDATION CONSTRUCTION OR PLACEMENT OF BACKFILL
OR SUB-BASE MATERIAL.
5029 CORPORA lE WOODS DR., SUllE 225
IIIRGlNIA BEACH, VA 23462
PH: (757) 490-7200
FAX: (757) 490-61g5
K. CONC. PIERS FOR FOUNDATIONS SHALL BE DRILLED
AND POURED ON THE SAME DAY.
LIFTS
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.
TWICE 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.
K. SOW SEED IN TWO DIRECTIONS IN
RECOMMENDED BY THE SEED PRODUCER.
MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRASS SEED
AND FERTILIZER. IF REQUIRED.
2.
3. LANDSCAPING WARRANTY
WARRANTY
A. LANDSCAPING. IF INCLUDED WITHIN THE SCOPE OF THE
CONTRACT, WILL BE GUARANTEED FOR ONE YEAR FROM
DATE OF FINAL INSPECTION.
PRODUCTS
REQUIRED.
IF
STATEMENT,
.7
DATE
6/3/00
6/5/03
6/1J/OO
6/16/03
SlØ.fTT ALS/AEVISIONS
DE5CR1P11ON
l£A5[ EXHBT
l£A5[ 0It8IT R£\1SED P£R COIIIÆH~
ZONNG ORAMNGS 5St( ) FOR R£\1EW
ZONING ORAIWNGS RE\15ED P£R COIIIÆIŒ
NO,
1
2
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%
CONTROL
A. COMPACTION SHALL BE 95% MAXIMUM DENSITY IN
ACCORDANCE WITH ASTM 0-1557 FOR SITE WORK AND
UNDER SLAB AREAS.
FIELD QUALITY
3.3
2
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.
PART
2.
VA.J2J52A
GENERAL
NOTES
ÞS NOTED
SITE NO:
ORA~BY,
Cl£CIŒD BY;
SCAlë
TITlE;
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.
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 SIDES OF THE
TREE.
2A
.WLAND
HEIGiTS
VA 22903
SHE;
PART 3 EXECUTION
3.1 PREPARATION
1
N3
SHEET
JOBI ROJ267
AGAINST
PROTECTED
SHALL BE
E. ALL EXPOSED AREAS
WASHOUTS AND SOIL EROSION.
AND
A. CLEAR TREES, BRUSH ANO DEBRIS FROM SITE AREA
ACCESS ROAD RIGHT OF WAY AS REQUIRED.
ATTACHMENT A
~
..... ......
\..;> -..
Draper Aden Associates
E~. Sone,Ioc' __
8090 Villa Pari< Drive Blacksburg. VA
Richmond, VA 23228 Charlottesville, VA
804-264-2228 Hampton Roads. VA
Fax: 804-264-8773 Raleigh-Durham, NC
www.daa.com
o ()
~ ""'....
I
I
ACCESS EASEMENT
ACCESS EASEMENT
ACCESS EASEMENT
ACCESS EASEMENT
ACCESS EASEMENT
ACCESS EASEMENT
ACCESS EASEMENT
ACCESS EASEMENT
ACCESS EASEMENT
ACCESS EASEMENT
ACCESS EASEMENT
ACCESS EASEMENT
ACCESS EASEMENT
ACCESS EASEMENT
ACCESS EASEMENT
ACCESS EASEMENT
ACCESS EASEMENT
iïE=i:iÑË
LINE TABLE
BEARING
--šã9-Ï4Ts'E
NSS'lI'09'E
N7S' 40' 4S'E
N69·12'S3'E
N62'40'07'E
N6S'SI'02'E
N47·06'S7'E
N4S'40'IS'E
N43'OS' 4S'E
N60'34'3S'E
N76'4S'49'E
N73'I9'I1'E
N74'00'47'E
S69'47'27'E
S2S'IS'43'E
S20'SO'S4 'E
SI9'21'23'E
N69'4S'26'E
NOTE: SEE SHEET CIA FOR
ADJACENT AND ADDITIONAl
PROPERTY INFORMATION.
LENGTH
"9õ.i'7
--š-7.ãi
--š6.36
3ã.š6
6ã.3i'
9ã.3š
9õ:54
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93.2ã
77.64
S6,99
115.25
126,72
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1õõ:57
16š.i7
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74.36
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LI
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VARIABLE WlDll-I TAlL POl£-
UTIUTY EASf}AENT
EXISTING 56'
TAlL POl£
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JAIotES II HERRING, .It
GPtNfD5JOO-OO-oo-oœoo
GPtNfD5JOO-OO-OO-OOSAO
0.8.1587 PG.fJo4ð
OMNIPOINT
COMMUNICATIONS CAP
OPERATIONS, LLC
EXlS11NG GRA IIU
ACCESS DRI'Æ
5029 CORPORATE YIUODS DR., SUITE 225
VIRGINIA BEACH, VA 23-482
PH: (757) 490-7200
FAX: (757) 490-6195
-
L--
PROPOSED POtE
N: 3905006.;581
E: 113981122.898
LA 111\JDE: N38'02'50.08"
LONGIlUOE: W78'47'3J.74"
-
-
~
GRAPIUC SCALE
. .
RAIlROAO
.
.
,
.
~
DAn:
6/3!D3
6/5/OJ
6/13/03
6/18/OJ
7/1/OJ
9/5/D3
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~<1 c¡ /S/o;!> \}~
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++-H-
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SCALE: 1" = 1 00' (HALF SCALE)
GRAPIUC SCALE
.. t . .. -
~ ~ ~
(œnft)
1_-1Ø01t.
- -
ENLARGED SURVEY EXHIBIT
(œnft)
_- UI It.
1
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- .----. ._---" '-~
C ~
.713
E: 11398580.220
illV. 1255.25
I
I
(HALF SCALE)
=10'
..
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SCALE:
SURVEY EXHIBIT
SUBMIlT ALS/REVISIONS
II£SCRIPTION
I£IS£ EJOtBlT
I£IS£ 008T RE\1sm PER COIIUEHr.;
ZONING DRA\01NCS ISSIJ!]) feR RE'ÆW
ZINNG DRAIIINGS RE\1sm PER COIAAENr.;
ZDs Rß<sm PER AOONt COIIUENr.;
R£\tS{]) PER COUNTY COIIWfN 1'5
~n: NO:
DRAIIN BY;
CHEQŒD BY:
SCAlE:
TlTI£;
VA.JZJ51A
SRS
RGW
AS NOTED
SURVEY
EXHIBIT
NQ.
I
2
3
4
5
6
7
MAP
¡
~ï~
\ ¿/
VICINITY
f
7777T7r- BUIlDING UNES
- N;CESS fASEIotENT
- UT1UTY fASEIotENT
1258.7 _ AZlIot\JTH UN[
N/A === = ~~
GPS OBSERVATIONS RECORDED ON -lEASE AAEA
6/11/2003 TO SO' HORIZONTAl BASED ON - PROPERTY UNE
NAO 83. AND 20' VERTICAL BASED ON NAVDI
88. SUR\lEYOR'S CERTlf1Ç,I,TE
GPS OSSERVATlONS RECORDED 6/1
/IS A REGtSTERED PROFE:SSIONAL l.NK) SURVEYOR. I 00 HERE9Y C£RT1fY THAT THIS MAP REPREsENTS THE
RESUlTS OF A PARTIAL. SURVEY WADE UNDER MY OtRECT SUPf:RVlSION AND rs TRUE AND CORRECT TO THE 8£ST
OF tI'( KHOWl.EOOE NIO BEUEF. THtS MAP DOES NOT ~..NT A BOUNOMY SUR'ÆY Of' THE UNDERlYING
PARŒL THE l.£GAl DESCRtP110N SHOWN HEREON WAS 00'TMffi) FROtrI THE DEEDS RECORDED WITH THE
PERTINENT COUNTY/CITY ENTTTY, THIS ..... DOES NOT fŒI'RES(NT A T11l£ SEAACH. ADIJIT1Otw. EASEWEIm;
NID/OR RtGHT -Of -WAYS WAY EXIST.
LEGEND
POWER POl.£
GUY ANCHOR
TElEPHONE Pm,
WATER VAlVE
FIRE HYDRAHT
TBIot (ROO SE1)
UGHT POl.£
IRON ROO SET
IRON ROO FOUND
<>-
........
o
~
-6-
*
-<?-
IRS
IRf
INFORMATION
HERRING RAWlAND
VA323S2A
8268 NEWTON HÐGHTS
CHARLOTTESVILLE, VU2943
JR.
/2003
NA083 AND ELEVAnONS
DRAPER ADEN ASSOCIATES
JAMES M, HERRING
P.O.SOX 1243
VERONA, VA. 24482
(S4Q) 248-4706
ŒMTn CJÇ 'R'IIIIFII
LATITUDE: N 38"02'50.08 LONGITUDE: W 78"47'33.748"
GROUND ELEVATION:
PARAPET ELEVATION:
BASIS Of ELEVATIONS:
BASIS
-
LATITUDE AND lONGITUDE SHOWN HEREON ARE BASED ON
NAVO 1988. BASE MAPPING FURNISHED BY A JUNE, 2002
GPS SURVEY
Of B€"AR1NGS:
PROJECT
SITE IWIE:
SITE NUllBER:
SITE ADDRESS:
OWNERS NAME:
LEGAL DESCRIPTION lEASE AREA
COMMENCING AT A IRON ROD SET LABELED "GPS 1"
ON THIS PLAN. THENCE N69'45'26"E 74.36' ALONG A
TIE'LlNE TO THE TRUE POINT AND PLACE OF
BEGINNING, LABELED "P.O.B.":
THENCE S76'43'44"w 30.00' TO A POINT;
THENCE N 13' 16'16"W 30.00' TO A POINT;
THENCE N76'43'44'E 30.00' TO A POINT;
THENCE S 13' 16'16"E 30.00' BACK TO THE
POINT AND PLACE OF BEGINNING
CONTAINING 900 SF OF LAND
TRUE
ACCESS
EASEMENT
COMMENCING AT A ROD SET LABELED "GPS 1" ON THIS PLAN,
THENCE N69'45'26"E 74.36' ALONG A TIE-LINE TO THE TRUE
POINT AND PLACE OF BEGINNING, LABELED "P.O.a."
THENCE S89'14'18'E 90.17 TO A POINT;
THENCE N88'11'09'E 87.81 TO A POINT;
THENCE N78'40'48"E 86.36 TO A POINT;
THENCE N69'12'53"E 38.56 TO A POINT;
THENCE N62' 40'07"E 68,31 TO A POINT;
THENCE N65'5,'02'E 98,35 TO A POINT;
THENCE N4T06'57"E 90.54 TO A POINT;
THENCE N45'40'15"E 47.55 TO A POINT;
THENCE N43'05'45'E 93.28 TO A POINT;
THENCE N60'34'38"E 77,64 TO A POINT;
THENCE N76'45'49"E 86.99 TO A POINT;
THENCE N73'19'11'E 115.25 TO A POINT;
THENCE N74'00'47"E 126.72 TO A POINT;
THENCE S69'47'27"E 170.30 TO A POINT;
THENCE S25'15' 43"E 100.57 TO A POINT;
THENCE S20'50'54'E 165.17 TO A POINT;
THENCE S19'21'23"E ±123.61 TO A POINT THUS
TERMINATING THE EASEMENT ALONG THE ROW OF
STATE ROUTE 751, HAVING THE TOTAL tENGTH OF
LEGAL DESCRIPTION
LEGAL DESCRIPTION PARENT TRACT
AtL THAT PIECE OR PARCEL OF LAND LOCATED IN
ALBEMARtE COUNTY, BEING MORE PARTICULARLY
DESCRIBED IN DEED BOOK 1587. PAGE 645 AS RECORDED
IN THE CLERK OF COURTS IN ALBEMARLE COUNTY.
VARIABLE WIDTH
LEGAL DESCRIPTION UTIUTY EASEMENTI
COMMENCING AT THE AFOREMENTIONED "P.O.a.
THENCE Nt3'16'16"w. 6.94' TO A POINT;
THENCE N7T02'50"E. 49.82' TO A POINT;
THENCE N89'24'17"E, 9.10' TO A POINT;
THENCE N83'39·59"E. 23.26' TO A POINT;
THENCE SI0·31·14·E. 5.78' TO A POINT;
THENCE S79'28'46'W, 81.60' BACK TO THE TRUE
POINT AND PLACE OF BEGINNING.
±624 SF OF LAND
lC
SITE: VA32352A
HERRING RAWLAND
8268 NEWTON HEIGHTS
CHAALOTTESVLLE, VA 22903
SHEET NUIotBER'
C1
,RJt~ ROD SET
TB~ ELEVATION 1255.J'
BY GRAPHIC PlOTTING ONLY,
OF A 100 YR. OR 5eo YR_ FLOOD PLAtN AS SHOWN BY nRt..f MAP COMMUNITY-PANEL
NUÞ.4BER 5103060050A, DATEO DECEMBER 5,1990. NO SURVEYING WAS DONE TO
DETERMINE THI$ FLOOD lONE.
DRIVE
N ENTRANCE
JOB' ROJ267
A/I k._
8-.
';L~
A CURRENT FIELD BOUNDARY SURVEY WAS NOT PERFQRI.4£D AT THIS TlI,I[ SUBJEC
TO ANY STATE OF FÞ.::TS THAT m ACCURATE BOUNDARY SURVEY WOULD DISCLOSE.
SUBJECT TO ALL RIGHTS, EASEMENTS. COVENANTS OR RESTRICTIONS OF RECORD.
SUBJECT TO ANY STATE OF FACTS THAT AN UP-TO-DATE ABSTRACT OF TITLE WOULD
DISCLOSE. THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT.
- --~
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....
ATTACHMENT A
~~-..
.....
0~
Draper Aden Associates
........... s~. ~SerriœI
8090 Villa Par!( Drive Blacksburg, VA
Richmond, VA 23228 Charlottesville, VA
804-264-2228 Hampton Roads, VA
Fax: 804-2~m Raleigh-Dumam, NC
www.daa.com
OMNIPOINT
COMMUNICATIONS CAP
OPERATIONS, LLC
5029 CORPORAlE WOODS DR., SUllE 225
VIRGINIA BEACH, VA 23462
PH: (757) 490-7200
FAX: (757) 490-8195
\
\
\
(J:
\
\
\
\
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I - - - --- - - ",,,,.sT"" "
I --- --------
\ " .---,,---
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,
-----------
NOTES:
1. BASE MAPPING FURNISHED BY DRAPER ADEN ASSOCIATES
.AJNE, 2003 GPS SURVEY.
2. A CURRENT BOUNDARY SUR'ÆY HAS NOT BEEN
COMPLETED AT THIS TIME OR AS PART OF THESE PlANS.
3. SUBJECT TO ANY STATE OF FACTS THAT AN ACCURATE
BOUNDARY SUR'ÆY WOULD DISCLOSE.
4. SUB.Æ:CT TO ANY STATE OF FACTS THAT AN
up- TO-DATE ABSTRACT OF TIllE WOULD DISCLOSE.
5. THIS PlAN WAS PREPARED WITHOUT THE BENEFIT OF A
" TInE REPORT.
"G. EXISTING PARCEL UNES WERE COMPIlED FROM
INF~ATlON RECORDED IN DB. 1587, PG. 645 AND
PH CAL EVIDENCE AS FOUND.
7. TH PlAN IS NOT FOR RECORDATION OR CONVEYANCE.
"'"
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D.B.434 PG.351
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GPINf05300-00-00-00SOO
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,
,
,
JAMES M HERRING. .R.
GPIN 05300-00-00-006oo
GPINf05300-00-00-006AO
D.B.1587 PG.645
ZONING: RA (RURAL AREAS)
I
SITE
111U:: ADJACENT
PROPERTY
INFORMATION
snE: V A32352A
HERRING RAWLAND
8268 NEWTON HEIGHTS
CHARLOTTESVILLE, VA 22903
C1A
JOB' R03267
DATE
6/J/D3
6/5/03
6/13/03
6/18/03
7/1/03
9/5/03
'..,: ~j
SUBt.fTT ALS/ÆVISIONS
NO. OCSCRI'TION
...!.. lfAS[ EXHIIT
2 lfAS[ [)(HIIIT RE\!SED PER ~TS
J Z!INING DRA'MHGS ISSUED fDR REVIEW
4 ZQfi; DRAWINGS RE\1SED PER COIoI £HTS
5 IDs RE\1SED PER AOOII~ ~TS
6 R£\ISED PER COOHIY CQl \ [) TS
- - -
7
- - -
SITE NO: VA32J52A
- -
DRAWN BY: SRS
- -
Df:CI<ED BY: RGW
- -
SCAlf: AS NOm>
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/
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- '"
-----~\
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,
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'~'-.............,
'-''''''''--..
"-
"-,,-
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ATTACHMENT A
-- ~
.....- --......
V-,
Draper Aden Associates
E........... .......-c. _........
8090 Villa Park Drive Blacksburg, VA
Richmond, VA 23228 Charlottesville, VA
804·264-2228 Hampton Roads, VA
Fax: 804-264-8773 Raleigh-Durham, NC
www.daa.com
9.25'
NOTES:
1. BASE MAPPING FURNISHED BY DRAPER ADEN ASSOCIATES JUNE, 2003
FIELD SURVEY. ADDIllONAL INFORMATION OBTAINED FROM EQUIPMENT
UPGRADE DRAWINGS FOR TRITON PCS PREPARED BY TECH TONIC
ENGINEERING & SURVEYING CONSULTANTS, P.C., DATED JANUARY 23,
2003.
TALL TREE
322.0' (AMSL)
SITE DETAIL
PLAN
SITE. VA32352A
HEARING RAWLAND
8268 NEWTON HEIGHTS
>~o~.VA~1
J081 R03267
20-
OMNIPOINT
COMMUNICATIONS CAP
OPERATIONS, LLC
5029 CORPORATE WOODS DR., SUITE 225
1/IRGlNIA BEAOi, VA 23462
PH: (757) 490-7200
FAX: (757) 490-6195
NO.
t
1...
J
.
5
6
)
5ITE NO:
œAWN BY:
ClECIŒD BY:
SCAI.E:
11TlE:
DATE
6/3/03
6/5/OJ
6/13/03
6/18/03
7/1/OJ
9/5/03
stJ8UTTALS/FEVISIONS
O£SCR1PTION
!£AS[ [)(H ¡
!£AS[ £XH8IT RE\1SED PER rowlOTS
ZONHG œAIIIHGS 1SSIÆD FOR RE\1£W
ZOHIHG IJRAIIINGS ~SED PER COIMNTS
ZDs ~SED PER AOON'L aJIA1ENTS
RE\1SED PER COUNTY rowlOTS
VAJ2J52A
JJF
TKO
AS NOTED
,
,
,
\
"
"
"
,
/
"
"
/
/
/
/
---_/
"
"
"
\
,
"
"
"
"
"
\
\
"
"
"
"
\
\
"
"
"
\
\
,
"
"
e
EXISTING 60'
GROUND ELEV.:
-
-
-
-
-
-
-
-1
... 260m~ - - - -
EXISTIN - - -
& ACCESS
"
"
~
...
.~
PLAN
"=5' (HALF SCALE)
i--
I
,
;
!
SITE
SCALE:
EXISTING
TREELINE
EXISTING 46' TALL TREE
GROUND ELEV,: 1309,5' (AMSL)
-~ "''',"G ACLill
~EQUIPMENT AREA
.
TALL
TALL TREE
309.6' (AMSL)
EXISTING 46
GROUND ELEV.:
EXISTING
TREELINE
BROWN.
(AMSL)
PROPOSED DISTURBED AREA:
6. NO TOWER LIGHTING IS PROPOSED. COORDINATE ANY LIGHTING
REQUIREMENTS WITH FAA AND/OR ALBERMARLE COUNTY.
WITHIN 50'
,
TO BE LIGHT
REMOVED AS PART THE
318.7'
PAINTED DARK BROWN.
TINTED
- - - - - \" EXISTiNG 46'
- - - - - _ \- GROUND ELEV.:
EXISTING 56' TALL TREE - - _
GROUND ELEV.: 1258.6' (AMSL) - - - _ _
TOP ELEV.: 13.14.6' (AMSL) ~ -
VI v-: \
0'->
- ò C:L_
0. Ol~
2.
OF TOWER =
±450 SF
EQUIPMENT TO BE
CONCRETE AND CONCRETE BOLLARDS
4. NO TREES ARE PROPOSED TO BE
CONSTRUCTION OF THIS PROJECT.
.
EXISTING
TRITON PCS
EQUIPMENT AREA
TREE HEIGHT
CABINETS
GRAPffiC SCALE
..
(III r.r
IDoh-B
)
ft.
AVERAGE
2.
3.
5.
7.
EXISTING 63' TALL
TRITON PCS POLE
\
ATTACHMENT A
~
- ......
~
Draper Aden Associates
E__. s.r.......__
8090 Villa Park 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 V«)()()S OR., SUITE 225
....RGlNIA BEACH, VA 23462
PH: (757) 490-7200
FAX: (757) 490-6195
-
SUIMTT ALS/ÆVISIONS
NO. DESCRIPTION DATE
I L£ASE EXHBT 6/J/OJ
2 L£ASE OHOIT R[\1S£ ) PER COIIIIEHTS 6/S/OJ
J lONNG ORAMtffiS ISSæJ fOR RE\1£W 6/1J/OJ
. Z~ ORAMNGS R[\1S£ ) PER ctWENTS 6/18/DJ
5 IDs R[\1S£ ) PER AIJOI(L aJIIILH1S 7/1/OJ
6 R[\1S£ ) PER aJUHTY OJINENTS 9/5/0J
7
5ITENO: VA32.J52A
ORA" BY: RTI>
Q£CIŒD BY: TKO
SCAlf: AI5~O
TITlE:
TOWER ELEVAìlON AND
ANTENNA SCHEDULE
SITE: VA32352A
HERRING RAWlAND
8268 NEWTON HEIGHTS
CHARLOTTESVILLE, VA 22903
C3
JOBI ROJ267 21,
2"
(MAx.
TYP)
¡-- 5EIQ!L1
I ALPHA
95'_
A-l
(ONE RED
A-2
(FOUR RED)
SECTOR 2
BETA
75'
\
B-1
(ONE BLUE
B-2
(FOUR BLUE)
C-l
(ONE WHITE)
C-2
(FOUR WHITE)
___ 255'
SECTOR 3
GAMMA
PCS PANEL
ANTENNA TO
BE PAINTED TO
MATCH COLOR
OF POLE
ANTENNA
DIMENSIONS:
n"XS"X2. 75"
DOWNTILT ASSEMBLY
REQUIRED FOR All
PANEL TYPE ANTENNAS
MAXIMUM
LOW-PROFILE
ANTENNA
MOUNT
2"
LOW NOISE AMPLIFIER
(LNA) (TYP PER SECTOR
ON LINES 1 AND 4)
PROPOSED BROWN
COLORED POLE
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.
NOTE: PROPOSED TOWER
IS NOT TO EXCEED 30-
DIAMETER AT BASE AND
18- DIAMETER AT TOP.
6-LlNE
NOTE:
ANTENNA MOUNT TO BE CUSTOM
FABRICATED. COORDINATE EXACT
REQUIREMENTS WITH OMNIPOINT
CONSTRUCTION REPRESENTATIVE.
AZIMUTHS SHOWN ARE TYPICAL.
SEE RFDS FOR ACTUAl AZIMUTHS.
ANTENNAS ARE TO BE PAINTED TO MATCH
COLOR OF POLE.
ANTENNA DIMENSIONS: n"XS"X2.75"
COLOR CODING
ANTENNA PIPE MOUNT
NOTE: ALL DOWN
TILT AND AZIMUTHS
TO BE VERIFIED BY
RF SITE DATA
SHEET. SEE
PROJECT MANAGER
FOR INFORMATION.
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-l RR6S19000P 95' O' 63' BO' 2 - 7/B" . 10" 1.2 2.40
B-1 RR6S19000P 175' 0' 63' BO' 2-7/B". 10" 1.2 2.40
C-l RR6S19000P 255" O' 63' BO' 2 - 7/B" ø 10" 1.2 2.40
I TOTAL LENGTH 4BO' ·ESTlMA TED LENGTH - CONTRACTOR TO FIELD VERIFY
uESTlMA TED LOSS- Rf TO VERIFY
TYPICAL
NOT TO SCALE
3
C3
BIPOLAR PANEL ANTENNA DETAIL
NOT TO SCALE
AX HOR.
HANGER
SPACING
3'-0"
3'-0"
ANTENNA SCHEDULE
CABLE T~MAX VER
CABLE HANGER
SPACING SPACING
1/2" 4' -0"
- -
1/2" 4'-0"
- -
1/2" 4'-0"
- -
1/2" 4'-0·
ANDREW COAX BEND TABLE
HANGER
ANDREW
CAT. #
206706-1
206706-2
206706-4
206706-1
MANUF.
MIN BEN
R ADIU S
5"
0"
20"
-1/4
ANDREW
CABLE
TYPE 1/
LDF4-S0A
LDFS-SOA
LDF7-S0A
FSJ4-S0B
CABLE
SIZE
1/2"
7/B"
-S/B"
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 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.
ALPHA SECTOR - RED
BETA SECTOR - BLUE
GAMMA SECTOR - WHITE
2
C3
PROPOSED 66'
BROWN COLORED POLE
TOWER ELEVATION
C3 J NOT TO SCALE
o
to
to
+I
@
W
-1
o
(L
o
w
a::
o
-1
o
U
z
3:
o
a::
m
o
w
(fJ
o
(L
o
a::
(L
LL
o
(L
o
I-
1.5'
MAX
RAD CENlER
PROPOSED OMNIPOINT
ANTENNAS 0 ±55' AGL
PROPOSED OMNIPOINT
EQUIPMENT PLA WORM
u
ATTACHMENT A
~
- .,
~
Draper Aden Associates
Eacœecrt.c· s.....CJWi. ~Sentœs
8090 Villa Park 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 CORPORA lE 'M)OOS DR., SUllE 225
\/IRGlNIA BEAOf, VA 23462
PH: (757) 490-7200
FAX: (757) 490-6195
-
SUBMITTALS/REVISIONS
NO. IJ£SCRIPTIOH DATE
1 LfAS[ EXHIIIT 6/J/03
2 LfAS[ EXHeIT RE'o!SEO PER rolllÆJŒ 6/5/03
3 ZONHG DRAWINGS ISSW! fOR R£WW 6/13/03
4 ZONIHC DRAMHGS RE'o1S£O PER COOIENTS 6/18/03
5 ZD1 ~SEO PER AOON'l (D ,(J TS 7/1/03
6 REw;ED PER aJUNIY aJlNEHTS 9/5/03
7
9TE NQ VA.J2JS2A
DRAIIN BY: RID
O£CIŒO BY, 11(0
SCAlE: ENtIIOIED
TITlE:
CIVIL
DETAILS
SITE: VA32352A
HEARING RAWLAND
8268 NEWTON HEIGiTS
CHARLOTTESVILLE, VA 22903
-
C4
22
5'-0· 5"ø STEEL POST FILLED
WITH 25001/ CONCRETE
r=f
o
I
Ï<1
S£T THE STAKES.
1.
FORM EXPOSEO CONCRETE
WITH SONOTIJBE CROWN
TOP RUB FINISH
DIP GAL. STEEL POST
ÌD
..
.....!.
:..~
;." ~.
...
~
....
. .:1 -
"v ID
C'
.'
ÌD
I
"LN :.....
:..... .
J '"
4. BACKRlL AND COMPACT THE
EXCAVATED SOIL
3. STAPlE FILTER MATERIAl
TO STAKES AND EXTEND
IT INTO THE TRENCH,
BOLLARD DETAIL
NOT TO SCALE
SHEET FlOW INSTAlLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGE INSTAllATION
(FRONT ElEVATION)
2" COMPACTED SUB GRADE
@ 98% STD. PROCTOR EXISTiNG SUBGRADE
GEOTEXTILE FABRIC-
, SECTION THROUGH ACCESS ROAD
NOT TO SCALE
SLOPE
3:1
2'
6" STONE SURFACE
1/57 COARSE AGGREGATE
2% MAX.
SLOPE
3:1
AWAY
SILT FENCE DETAIL
NOT TO SCALE
(WITHOUT WIRE SUPPORT)
UMITS OF CRUSHED STONE SURFACE
GEOTEXTILE FABRIC
MIRAFI 500 X GROUND STABIUZATION FABRIC
2-
-
SECTION THROUGH TOWER YARD
NOT TO SCALE
6" STONE SURFACE
VA 157 STONE
GRADE
ATTACHMENT A
~
\...:> ~
Draper Aden Associates
,,_.~._-
8090 Villa PaIk 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 CORPORATE WOODS DR., SUITE 225
\1RG1NIA BEACH, VA 23462
PH: (757) 490-7200
FAX: (757) 490-6195
-
SUBMITTALS/REVISIONS
NO. 0CSCRIP11ON DATE
1 lEAS[ EXHBT 6/3/03
2 lEAS[ EXHBT RœSED P(R roulUlTS 6/5/OJ
3 ZOIING IJf!AMHGS 1SSl{D FOR RE'o1EW 6/13/OJ
4 ZOHIHG IJf!A'MNGS R£'o1SID P(R rouuEHTS 6/18/OJ
5 ZDs RœSED P(R AIJ()f(L COWENTS 7/1/OJ
6 RœSED P(R COUI4TY roulUlTS 9/5/03
7
91E NO: VAJ2352A
IJf!AYIN BY: RID
Cl£ClCED BY; TKO
SCAIL AS NOTED
TITlE:
CML
NOTES
SITE: VA32352A
HEARING RAWLAND
8268 NEWTON HEIGfTS
CHARLOTTESVIllE, VA 22903
C5
23
12. MAINTAIN FLOW FOR ALL EXISTING UTILITIES.
13. ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS AS
DEFINED BY THE OWNER OR OWNER'S REPRESENTATIVE.
14. CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO
PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING OR
EQUIPMENT PAD AND THE TOWER.
15. PROPOSED TOWER FOOTING/FOUNDATION DIMENSIONS (IF
ANY) ARE SHOWN FOR GENERAL INFORM A TION PURPOSES
ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINA TlNG ACTUAL FOUNDATION DIMENSIONS WITH FINAL
TOWER DESIGN AND FOUND A TION DESIGN AS PROVIDED BY
TOWER MANUFACTURER.
16. PARKING DURING MAINTENANCE OPERATIONS SHALL BE
CONFINED TO THE PROPOSED COMPOUND & ACCESS ROAD.
17. NOTE THAT ALL DIMENSIONS, ELEVATIONS, AND EXISTING
CONDITIONS SHOWN ON THE DRAWINGS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING ANY
MA TERIALS ORDERING, F ABRICA TION OR CONSTRUCTION
WORK.
18. THE CONTRACTOR WILL REWORK (DRY, SCARIFY, ETC.) ALL
MA TERIAL 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 TERIAL. ALL SUBGRADES SHALL BE PROOF ROLLED WITH
A FULLY LOADED TANDEM AXLE TRUCK PRIOR TO PAVING.
ANY SOFT MATERIAL SHALL BE REWORKED OR REPLACED.
19. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE
REQUIREMENTS FOR THE LIMITS OF OVERHEAD AND OR
UNDERGROUND ELECTRICAL SERVICE.
20. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF
NEW UNDERGROUND TELEPHONE SERVICE WITH THE
TELEPHONE UTILITY AND THE OWNER'S REQUIREMENTS.
21. ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTED
FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE.
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. THE CONTRACTOR IS RESPONSIBLE FOR APPOINTING A
DESIGN A TED "RESPONSIBLE LAND DISTURBER" (RLD) WHO
SHALL BE RESPONSIBLE FOR INSPECTING AND MAINTAINING
ALL EROSION CONTROL MEASURES. THE RLD SHALL BE
CERTIFIED IN VIRGINIA.
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,
LITTER, AND ALL FOREIGN SUBTANCES. REMOVE
PETRO-CHEMICAL SPILLS, STAINS AND OTHER FOREIGN
DEPOSITS. RAKE GROUNDS TO A SMOOTH EVEN-TEXTURED
SURFACE.
3. LOCATION OF EXISTING 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
LOCA TING 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 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 MONUMENTATION DISTURBED OR
DESTROYED, AS JUDGED BY THE OWNER OR THE OWNER'S
REPRESENTA TIVE 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 TIONS FOR CONSTRUCTION.
O. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND
THE MAINTENANCE OF SURFACE DRAINAGE DURING THE
COURSE OF WORK
1 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
~
V~
Draper Aden Associates
E........... ~. __
8090 Villa Pari< Drive Blacksburg, VA
Richmond, VA 23228 Charlottesville, VA
804-264-2228 Hampton Roads, VA
Fax: 804-264-8m Raleigh-Durham, NC
www.daa.com
OMNIPOINT
COMMUNICATIONS CAP
OPERATIONS, LLC
5029 CORPORA 'IE WOODS DR., SUI'IE 225
..,RGlNIA BEACH, VA 23462
PH: (757) 490-7200
FAX: (757) 490-6195
SEAL:
SlBfTTALS/fEVISIONS
NO. 0CSCRIP11ON DAlE
1 lLAS[ ÐHBT 6/3/03
2 lLAS[ OItBIT R£\1SED PER COIIIÆHTS 6/5/OJ
3 ZONHG DRAIIIHGS ISSlÆD FOR R[;1EW 6/13/03
4 ZONIHG DRAIIINGS R£\1SED PER COIIWENTS 6/18/OJ
5 ZDs R£\1SED PER AOOf(L COIIIÆHTS 7/1/03
6 REVISED PER COUNTY COIIIØITS 9/5/D3
1
~lE NQ VAJlJ52A
DRAIIN BY: J.F
Cl£CI(ED BY, 11(0
SCA £, AS NO lED
nTlL BTS AND
EOUIPMENT
PLATFORM
SIT[, V A32352A
HERRING RAWLAND
8268 NEWTON HEIGHTS
CHARLOTTESVILLE, VA 22903
- -
SHEET NU"BE
C6
JOBI ROJ267 -
'- 24
D.......................................................
W
METER
DISCONECT
- POWER/TELCO
RACK (UNISTRUT)
4'-4" MIN.
(CLEARANCE FOR BTS DOOR)
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 BTS.
3) ONE (1) 2" TELCO CONDUIT FROM
TELCO CABINET TO BTS BASE
UIPMENT PLATFORM & E UIPMENT
TO SCALE
200 AMP. EMERGENCY
GENERATOR RECEPTACLE
GFI RECEPTACLE
(UNDER GENERATOR
RECEPTACLE)
SECURITY LIGHT
w/MOTION
SENSOR
: 2'-6"
'r{ <;> <;> ·r -------""
1 1
, 1
, ,
, ,
1 1
1 ,
: I PRIMARY::
VI BTS ::
I ' 1
- I 1_ __
V :
j :
...-
SECONDARY
BTS
TERTIARY
BTS
PLAN VIEW
ill
I
j.r¡
J I], >_.......
L'
NOTES:
EQUIPMENT PLATFORM DESIGNED BY
OTHERS. REFER TO PLATFORM AND DETAIL
STRUCTURAL DRAWINGS BY HUNT & JOINER, 3" GALV. STEEL
INC. SHOWN HERE FOR REPRESENTATIVE
PURPOSES ONLY. POST (TYP.)
SECURITY LIGHT TO BE USED DURING SECURITY LIGHT
MAINTENANCE ONLY (500 WATT HP SODIUM W/MOTION SENSOR
LIGHT). RISER OR CONDUIT FOR
SECURITY LIGHT FROM PPC
POWER BOX ~
TELCO BOX
'0
I
N
~
CABLE PRIMARY :
BRIDGE BTS ~
I
-:q.
0
I
in
,
jl GRADE
-
(1) 2" PVC RISER
FOR POWER
PROFILE VIEW
(2) 2" PVC
RISER FOR
UIPMENT PLATFORM & EQUIPMENT TELCO
TO SCALE
II
.
52" J~
BTS DETAIL
NOT TO SCALE