HomeMy WebLinkAboutSDP200800180 Staff Report 2009-02-11:1� iL tt
ALBEMARLE COUNTY PLANNING
STAFF REPORT SUMMARY
Project Name: SDP 2008 -180 Piedmont
Staff: Megan Yaniglos- Senior Planner,
College- Alltel Tier 11 PWSF
Brent Nelson- ARB
Planning Commission Public Hearing:
Board of Supervisors Hearing:
February 17, 2009
NIA
Owners: University of Virginia Foundation
Applicant: Alltel Communications,
Kimberly Selz
Acreage: 157.486 Acres Rezone from: Not applicable
(Lease Area: 1,600 square feet) Special Use Permit for: Not applicable
TMP: Tax Map 77, Parcel 25 By -right use: RA, Rural Area and EC,
Location: This parcel is separated by Entrance Corridor Zoning, Airport Impact
Interstate 64, and the proposed facility is Area, Flood Hazard Overlay District
located on the northern portion of the parcel
to the north of 1 -64.
Magisterial District: Scottsville Proffers /Conditions: No
Requested # of Dwelling UnitslLots: NIA DA- X RA -
Proposal: Proposal to install a Tier II Camp, Plan Designation: Institutional in
personal wireless service treetop facility, Urban Area 4
The proposed facility consists of a 90-
foot tail monopole measured above
ground level (AGL), painted brown with
an approximate top elevation of 487
feet, measured above mean sea level
AMSL .
Character of Property: The proposed site is Use of Surrounding Properties: Adjacent
located on a parcel in the northwest corner of to the City of Charlottesville, Single - family
the Interstate 641State Route 20 South Residential, Industrial
interchange. The lease area is at the edge of
the lawn surrounding an existing residential
structure.
Factors Favorable: Proposal meets the
Factors Unfavorable: none identified
requirements of Section 5.1.40
Recommendation:
Section 5.1.40 Personal Wireless Facility- Staff recommends approval of this personal
wireless service facility at the proposed height of seven (7) feet above the reference tree, with
the conditions outlined by the Architectural Review Board.
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PROPOSED
TELECOMMUNICATIONS
FACILITY
90' MONOPOLE
1804 MONTICELLO AVE.
CHARLOTTESVILLE, VA 22904
(ALBEMARLE COUNTY)
ALBEMARLE COUNTY
1600 ± SO. FT.
HOSPITAL
RA (RURAL AREAS)
77 -25
ATIQN
IAD '27)
'NAD '27j
IAD '83)
NAD '83)
AVD '68)
d
1101 Matthews -Mint Hill Road
Matthews, NC 28105
Office: (704) 849 -1785
SITE NAME: PIEDMONT COLLEGE
SITE CONSTRUCTION MANAGER:
4� { NAME: ALLTEL COMMUNICATIONS, INC.
`i
ADDRESS: 1101 MATTHEW -MINT HILL ROAD
.1 CITY, STATE, 23P. MATTHEW S. NC 78105
l CONTACT: BOBBY WOODARD
!• PHONE: 704 B49 -3304
�l II { 3
zl _
SITE APPLICANT:
NAME: ALLTEL COMMUNICATIONS. INC.
.I, n CITYRS ATE. ZIP. PEDMONT,SC29673
CONTACT: DONYA SIMONFAUX
PHONE: IS641 275 -9771
m
11 1:. ORIGINAL SURVEYOR:
ALL WORK ANO MATE RSALS SHALL BE PE RFOR ME AHO IN STAL LEA JN
0.CCOROAliCE WfTH TKECLJRRENT fOfTIOHS OF THE FQLLOYYING CODES
AS AOOPTEO BY THE LOCAL GOVERNI NG AU TNOR ME S. NOTH ING:N THESE
P LAN 3ISTDCIE CONSTRUES TO PERMIT WORN NOT CONFORMING TO THE
LATEST EDMONSOF THE FOLLOWING
I.
QVILOJN CDOE, MSTATE ION ]. ANSUTIA+L ELECTRIC
UNIFORM MECHANICAL CODE 1 NAT
�. UNIFORM NIECHAhIICAL CODE 200005 EDFMN CTRIC CODE
S. LOCAL "LOING CODE
6. FRY)COUNTY OROWANCES
CODE CQIVIPLIANCE
SHEET
DESCRIPTION
REV
T1
TITLE SHEET
3
N1
GENERAL NOTES
2
H2
ALL TEL GENERAL NOTES
2
C1
LOCATION MAP
a
C.2
SITE PLAN
3
C3
SITE LAYOUT
7
C4
TOWER ELEVATON
3
C6
EpUiPMEND7PLANIL
2
CT
CAaINET ELEVATION
2
CB
FRAMING PLAN? FOUNDATION DETAILS
2
Cs
SERVICE RACK DETAILS
2
NAME:
TOWER ENGINEERING PROFESSIONALS
ADDRESS:
3703 JUNCTION BLVD.
CITY. STATE, ZIP:
RALEIGH, NC 27603
CONTACT:
CORY GARNER, P.L.S-
PHONE:
{9191 661 -6351
CIVIL ENGINEER:
NAME:
TOWER ENGINEERING PROFESSIONALS
ADDRESS:
3763 JUNCTION BOULEVARD
CITY, STATE, ZIP:
RALEIGH, NC 27603
CONTACT:
GRAHAM M. ANDRES, P.E.
PHONE.
(919) 661 efi351
ELECTRICAL ENGINEER:
UTILITIES
POWER COMPANY:
CONTACT:
PHONE:
METER # NEAR SITE:
DCIMINION POWER
CUSTOMER SERVICE
1 -888. 667 -3000
115 602 418
NAME:
TOWER ENGINEERING PROFESSIONALS
ADDRESS:
3703 JUNCTION BOULEVARD
N
CITY, STATE, ZIP:
RALEIGH, NC 27603
CONTACT:
RUSS HILL, P.E.
REENSBORn FROM GRE[NSEIORO
PHONE.
{9191661 -6351
rH TO I-" NEAR CHARLOY7E5VILLE,
.ES TO EXIT 121. TAKE EXIT Ili ANa
PROPERTY OWNER:
HE WEST {LEFT] SIDE
UTILITIES
POWER COMPANY:
CONTACT:
PHONE:
METER # NEAR SITE:
DCIMINION POWER
CUSTOMER SERVICE
1 -888. 667 -3000
115 602 418
NER IN THESE DOCUMENTS SHALL BE CONSIDERED ALLTEL COMMUNICATIONS, OR ITS 1, THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISC SPECIFICA"ON
VE. FOR MANUAL OF STEEL CONSTRUCTION, LRFC, 3RD EDITION.
THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. 2• UNLESS OTHERWISE NOTED, ALL STRRCTURAL ELEMENTS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
AVE CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED A. STRUCTURAL STEEL, ASTM DESIGNATION A36.
OF THIS ASSIGNMENT, THE CONTRACTOR IS ATTESTING THAT HE COES HAVE SUFFICIENT B. ALL BOLTS, ASTIR A325 TYPE I GALVANIZED HIGH STRENGIIA BOLTS.
THAT HE IS KNOWLEDGABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY C. ALL NUTS, ASTM A563 CARBON AND ALLOY STEEL NUTS.
Y REGISTERED TO DO THIS WORK IN THE STATE OF VIRGINIA. D. ALL WASHERS. ASTM F435 HARDENED STEEL WASHERS.
N ACCORDANCE WITH ANSI /T]A /EIA- 222 --G, 2005, FOR A 90 MPH 3- SECOND GUST WIND
THE REQUIREMENTS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, 2003 EDITION.
] IN ACCORDANCE WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, 2006 EDITION,
I OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE SPECIFICATIONS, THE FOLLOWING
HE MATERIALS LISTED HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PROJECT.
MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND SHALL SUPERCEDE ANY
TED HEREIN.
'OLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE
AND IT'S COMPONENT PARTS DURING ERECTION AHD /OR FIELD MODIFICATIONS. THIS INCLUCES,
E ADDITION OF TEMPORARY BRACING, GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH
TED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF
Z. AND EXISTING CONDIT]0NS SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED BY THE
INNING ANY MATERIALS ORDERING, FABRICATION OR CONSTRUCTION WORK ON THIS PROJECT.
:ALE CONTRACT DRAWINGS IN LIEU OF FIELD VERIFICATIONS. ANY DISCREPANCIES SHALL BE
FHE ATTENTION OF THE OWNER AND THE OWNER'S ENGINEER. THE DISCREPANCIES MUST BE
JTRACTOR IS TO PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT INDICATE
T1ON. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY
STRUCTION MEANS, METHODS, TECIHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION
)WNER AND /OR THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES
IENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS
THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY APPROVED
I BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FURNISH
TO THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED.
RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND
MTH THE WORK, THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS PROJECT AND
H ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING
ORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATE INTENDED CONSTRUCTION
SCHEDULE AND MATERIALS ACCESS, WITH THE RESIDENT LEASING AGENT FOR APPROVAL.
ART NUMBERS LISTED ON CONSTRUCTION DRAWINGS ARE INTENDED TO AID CONTRACTOR.
ARTS AND QUANTITIES WITH MANUFACTURER PRIOR TO BIDDING AND /OR ORDERING MATERIALS.
BTAINED ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR WILL BE RESPONSIBLE
IONS AND REQUIREMENTS OF THE PERMITS,
NNING OF ANY CONSTRUCTION, THE CONTRACTOR MUST NOTIFY THE APPLICABLE JURISDICTIONAL
VGINEER.
IRK (CRY, SCARIFY, ETC.) ALL MATERIAL NOT SUITABLE FOR SUBGRADE IN ITS PRESENT STATE.
FERIAL REMAINS UNSUITABLE, THE CONTRACTOR SHALL UNDERCUT THIS MATERIAL AND REPLACE
SUBGRADES SHALL BE PROOFROLLED WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK PRIOR
FERIAL SHALL BE REWORKED OR REPLACED.
TO MAINTAIN ALL PIPES, DITCHES, AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION
THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE
iCTURE IN OPERABLE CONDITION.
UNSHIP SHALL BE WARRANTED FOR ONE YEAR FROM ACCEPTANCE DATE.
ILL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR TO COMMENCING CONSTRUCTION.
ELY IF ANY DESCREPANCEIES ARE DISCOVERED. THE OWNER SHALL HAVE A SET OF APPROVED
E AT ALL TIM ES WHOLE WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE
INTACT BY GOVERNING AGENCY INSPECTORS.
3. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY THE STEEL FABRICATOR
IN ACCORDANCE WITH AJSC SPECIFICATION FOR MANUAL OF STEEL CONSTRUCTION, LRFD,
3RD EDITION.
4. HOLES SHALL NOT BE FLAME CUT 71-IRU STEEL UNLESS APPROVED BY THE ENGINEER
5. HOT -DIP GALVANIZE ALL ITEMS OLESS OTHERWISE NOTED, AFTER FABRICATION WHERE PRACTICABLE.
GALVANIZING. ASTM A123, ASTLJ, A153/A153M OR ASTM A653/A653M, G90, AS APPLICABLE,
6. REPAIR DAMAGED SURFACES WITH GALVANIZING REPAIR METHOD AND PAINT CONFORMING TO A511M A780
OR BY APPLICATION OF STICK OR THICH PASTED MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF
GALVANIZING. CLEAN AREAS TO BE REPAIRED AND REMOVE SLAG FROM WELDS. HEAT SURFACES TO WHICH
STICK OR PASTE MATERIAL IS APPLIED, WITH A TORCH TO A TEMPERATURE SUFFICIENT TO MELT THE
METALUCS IN STICK OR PASTED. SPREAD MOLTEN MATERIAL UNIFORMLY OVER SURFACES TO BE COATED
AND WIPE OFF EXCESS MATERIAL.
7. A NUT LOCKING DEVICE SHALL BE INSTALLED ON ALL PROPOSED AND /Oft REPLACED BOLTS.
8. ALL PROPOSED AN /OR REPLACED BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXCLUDE THE THREADS
FROM THE SHEAR PLANE.
9. ALL PROPOSED AND /OR REPLACED BOLTS SHALL BE OF SUFFICIENT LENGTH SUCH THAT THE END OF THE
BOLT BE AT LEAST FLUSH WITH THE FACE OF THE NUT. IT IS NOT PERMITTED FOR THE BOLT END
TO BE BELOW THE FACE OF THE NUT AFTER TIGHTENING IS COMPLETED.
10. ALL ASSEMBLY AND ANCHOR BOLTS ARE TO BE TIGHTENED TO A 'SNUG TIGHT" CONDITION AS DEFINED
IN SECTION 8.1 OF THE RISC, "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490
BOLTS'. DATED JUNE 30, 2004.
11. FLAT WASHERS ARE TO BE INSTALLED WITH BOLTS OVER SLOTTED HOLES.
12. DO NOT OVER TORQUE ASSEMBLY BOLTS. GALVANIZING ON BOLTS, NUTS, AND STEEL PARTS ;MAY ACT
AS A LUBRICANT, THUS OVER TIGHTENING MAY OCCUR AND MAY CAUSE BOLTS TO CRACK AND SNAP OFF.
13. PAL NUTS ARE TO BE INSTALLED AFTER NUTS ARE TIGHT AND VNTH EDGE LIP OUT. PAL NUTS ARE
NOT REQUIRED WHEN SELF- LOCKING NUTS ARE PROVIDED.
14. GALVANIZED ASTM A325 BOLTS SHALL NOT BE REUSED.
15. WELDING SHALL BE PERFORMED IN ACCORDANCE NTH AMERICAN WELDING SOCIETY (AWS) D11-98
STRUCTURAL WELDING CODE - STEEL.
AL NOTES:
ATiVE FOR CONTRACT ADMINISTRATION:
VE6 THAT ALLTEL COMMUNICATIONS, INC. IS AUTHORIZED REPRESENTATIVE RESPONSIBLE
WINGS AND SPECIFICATIONS AND ACCEPTANCE OF MATERIALS AND WORKMANSHIP FOR
'URPOSES OF THE SPECIFICATIONS, THE TERMS `ENGINEER.' OWNER'S ENGINEER.
HER REFERENCES TO THE PERSON OR PERSONS GRANTING APPROVAL, AUTHORITY OR
NG INSPECTIONS AND TESTS, OBSERVING THE WORK AND SO FORTH SHALL BE DEFINED
TO DENOTE THE OWNER OR HIS AUTHORIZED REPRESENTATIVE.
ANS, SPECIFICATIONS AND SPECIAL PROVISIONS:
ICY, COMPUTED DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS: SUPPLEMENTAL
L GOVERN OVER STANDARD SPECIFICATIONS; DEVELOPMENT SPECIFICATIONS SHALL
M_ AND STANDARD SPECIFICATIONS: AND SPECIAL PROVISIONS SHALL GOVERN OVER
NT, SUPPLEMENTAL, AND STANDARD SPECIFICATIONS.
.K:
NT OF CONSTRUCTON, THE OWNER WILL HAVE ESTABLISHED VERTICAL AND HORIZONTAL
1UT THE SITE WIHICH THE ENGINEER SHALL USE IN SETTING OUT THE WORK. THE
ESPONSIBLE FOR ESTABLISHING ALL LINES AND GRADES FOR ALL WORK UNDER THIS
IED LAYOUT SHALL BE DONE USING COMPETENT AND EXPERIENCED PERSONNEL UNDER
A PROFESSIONAL ENGINEER OR LAND SURVEYOR REGISTERED IN THE STATE WITHIN
BEING DONE.
ROME ALL LABOR AND INSTRUMENTS AND STAKES. TEMPLATES, AND OTHER MATERIALS
LING ALL LINES AND GRADES. THE LINES AND GRADES SHALL BE SUBJECT TO ANY
OR ENGINEER MAY DECIDE NECESSARY.
-S:
K. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED LICENSES, PERMITS
;E:
LL PROVIDE AND MAINTAIN AN OFFICE LATH TELEPHONE AND FAX FACILITIES WHERE
REPRESENTATIVE OF HIS ORGANIZATION MAY BE REACHED AT ANY TIME WHILE WORK
OFFICE MAY BE AT ANY LOCATION THE CONTRACTOR CONSIDERS DESIRABLE.
:TS:
TREETS AND ALLEYS SHALL BE SUCH AS TO PROVIDE A MINIMUM OF INCONVENIENCE
I OTHER TRAFFIC. ANY EARTH OR OTHER EXCAVATED MATERIAL SPILLED FROM TRUCKS
'THE CONTRACTOR AND THE STREETS CLEANED TO THE SATISFACTION OF THE OWNER.
ISS, AND GRASS:
kLL BE FULLY RESPONSIBLE FOR MAINTAINING IN GOOD CONDITION ALL CULTIVATED
AND SHRUBS. WHERE MAINTAINED SHRUBBERY, GRASS STRIPS OR AREA MUST BE
'ED INCIDENT TO THE CONSTRUCTION OPERATION, THE CONTRACTOR SHALL. AFTER
7RK REPLACE OR RESTORE TO THE ORIGINAL CONDITION ALL DESTROYED OR DAMAGED
AREAS TREE LIMBS WHICH INTERFERE WITH EQUIPMENT OPERATION AND ARE APPROVED
E NEATLY TRAMMED AND TREE CUT SHALL BE COATED WITH A TREE PAINT.
'ORM DRAINS. FIRE MAINS, GAS OR OTHER YARD PIPING, TELEPHONE OR POWER
AND ALL OTHER OBSTRUCTIONS, WHETHER OR NOT SHOWN, SHALL BE LOCATED BY
.LL PRIOR TO THE START OF WORK.
STRUTURES AND UTILITIES:
L BE RESPONSIBLE FOR AND MAKE GOOD ALL DAMAGE BEYOND THE LIMITS OF THIS
VEMENT, BUILDINGS, TELEPHONE OR OTHER CABLES, WATER PIPES, SANITARY PIPES,
WHICH MAY BE ENCOUNTERED, WHETHER OR NOT SHOWN ON THE DRAWINGS.
N THE DRAWINGS AS TO THE LOCATION OF EXISTING UTILITIES HAS BEEN PREPARED
IBLE DATA AVAILABLE TO THE ENGINEER. THIS INFDRMATION IS NOT GUARANTEED,
1 BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION, CHARACTER
" XISTING UTILITIES. HE SHALL ASSIST THE UTILITY COMPANIES -BY EVERY MEANS
RE SAID LOCATIONS. EXTREME CAUTION SHALL BE EXERCISED TO ELIMINATE ANY
TO UTILITIES RESULTING FROM HIS ACTIVITIES.
.rrY CASTINGS, COVERS, AND BOXES:
ASTINGS, INCLUDING VALVE BOXES, JUNCTION SODCES. MANHOLES, HAND HOLES, PULL
LAR STRUCTURES IN THE AREAS OF CONSTRUCTION THAT ARE TO REMAIN IN SERVICE
THE CONTRACTOR TO BRING THEM FLUSH WITH THE SURFACE OF THE FINISHED WORK.
PAY
TTS Y6
WILL
BE
FOR
CONTRACTOR,
WA
TEST
SHALL
STRUCTION OPERATION, THE CONTRACTOR SHALL MAINTAIN RECOR4S OF ALL DEVIATIONS
ND SPECIFICATIONS AND SHALL PREPARE- FROM THEM 'RECORD DRAWINGS SHOWING
SUBSURFACE INVESTIGATION:
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING DETERMINED TO HIS SATISFACTION, PRIOR TO THE
SUBMISSION OF HIS BD, THE NATURE AND LOCATIONS OF THE WORK, THE CO*ORMATION OF THE GROUND.
THE CHARACTER AND QUALITY OF THE SUBSTRATA, THE TYPE AND QUAUTY OF MATERIALS TO BE ENCOUNTERED.
THE NATURE OF THE GROUND WATER CONDITIONS, THE CHARACTER OF EQUIPMENT AND FACILITIES NEEDED
PRELIMINARY TO AND DURING THE EXECUTION OF THE WORK, THE GENERAL AND LOCAL CONDITIONS AND
ALL OTHER MATTERS WMHICH CAN IN ANY WAY AFFECT THE WORK UNDER THIS CONTRACT. THE PRICES
ESTABLISHED FOR THE WORK TO BE DONE WILL REFLECT ALL COSTS PERTAINING TO THE WORK. ANY CLAIMS
FOR EXTRAS BASED ON SUBSTRATA OR GROUND WATER TABLE CONDITIONS WILL NOT BE ALLOWED.
EROSION CONTROL,
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF EROSION AND POLLUTION
CONTROL MEASURES DURING THE CONSTRUCTION PROCESS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
AS BIDDER. PRIOR TO SUBMITTING HIS BID. TO DETERMINE THE REQUIREMENTS OF ALL FEDERAL, STATE
AND LOCAL AGENCIES WITHIN THEIR RESPECTIVE AREAS OF JURISDICTION, SO THAT HIS PROPOSAL
REFLECTS ALL COSTS TO BE INCURRED. NO CLAIMS FOR ADDITION PAYMENT WILL BE CONSIDERED FOR
EROSION AND POLLUTION CONTROL MEASURES REQUIRED. THAT ARE BROUGHT TO THE DWNRER'S ATTENTION
AFTER THE SUBMITTAL OF THE CONTRACTOR'S BID.
B. IN THE EVENT THAT TEMPORARY EROSION AND POLLUTION CONTROL MEASURES ARE REQUIRED DUE TO THE
CONTRACTOR'S NEGLIGENCE, OR FAILURE TO INSTALL PERMANENT CONTROLS IN A TIMELY MANNER, THEN
SUCH WORK TO BE PERFDRMED BY THE CONTRACTOR SHALL BE AT HIS OWN EXPENSE.
C. IN CASE OF REPEATED FAILURES ON THE PART OF THE CONTRACTOR TO CONTROL EROSION POLLUTION,
RIGHT IS RESERVED BY THE ENGINEER TO EMPLOY OUTSIDE ASSSTANCE TO PROVIDE THE NECESSARY
CORRECTIVE MEASURES, SUCH INCURRED COSTS, PLUS RELATED ENGINEERING COST, WALL BE CHARGED
TO THE CONTRACTOR AND APPROPRIATE DEDUCTIONS MADE FROM THE CONTRACTOR'S PROGRESS PAYMENTS.
D. ALL EROSION CONTROL FEATURES INSTALLED BY THE CONTRACTOR SHALL BE ACCEPTABLY MAINTAINED BY
THE CONTRACTOR DURING THE TIME THAT CONSTRUCTION WORK IS BEING DONE_
SCOPE OF WORK:
A THE WORK INCLUDED UNDER THIS SECTION CONSISTS OF FURNISHING ALL MATERIALS AND EQUIPMENT. AND
PERFORMING ALL NECESSARY LABOR TO COORDINATE THE DELIVERY, OFF - LOADING AND INSTALATION OF A
PREFABRICATED EQUIPMENT SHELTER ON THE CONCRETE FOUNDATION AND MAKING ALL FINAL CONNECTIONS
TO THE SLAB, UTILITIES AND GROUNDING SYSTEM.
COORDINATION OF THE WORK:
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING SHIPMENT OF THE EQUIPMENT SHELTER WITH
THE MANUFACTURER TO ASSURE A SMOOTH FLOW OF WORK AT THE SITE. THE SHELTER WILL BE DROP - SHIPPED
TO THE SITE BY THE MANUFACTURER. IT WILL BE THIE RESPONSIBILITY OF THE CONTRACTOR TO MAKE
ARRANGEMENTS FOR THE FOLLOWING:
B. CLEAR ACCESS TO THE SITE FOR A 'LOW -SOY* TYPE FLAT BED TRACTOR TRAILER WHICH WILL BRING THE
SHELTER FROM THE FACTORY TO THE JOB SITE. SHOULD TERRAIN NOT PERMIT ACCESS BY TRACTOR TRAILER.
THE CONTRACTOR SHOULD RECOMMEND AND QUOTE ALTERNATIVE METHODS FOR TRANSPORTING THE BUILDING
TO THE SITE AND SETTING IT INTO POSITION.
C. THE CONTRACTOR MUST OBTAIN THE BUILDING WEIGHT, LIFTING POINTS, OFF - LOADING AND SET INSTRUCTIONS
FROM THE MANUFACTURER PRIOR TO THE START OF WORK IN ORDER TO PROPERLY SIZE THE CRANE. AND OTHER
EQUIPMENT REQUIRED TO SET THE SHELTER INTO POSITION ON THE FOUNDATION.
SETTING THE SHELTER:
A. THE CONTRACTOR SHALL ASSIST THE SHELTER DELIVERY PROCESS TO THE EXUNT REQUIRED TO GUARANTEE
THE DELIVERY OF THE BUILDING ON SITE BY THE DATES ESTABLISHED IN THE CONSTRUCTION SCHEDULE.
B. UPON DELIVERY OF THE SHELTER TO THE JOB SITE, THE CONTRACTOR SHALL IMMEDIATELY PROCEED WITH
THE PROCESS OF OFF - LOADING THE BUILDING $O THAT THE DELIVERY SERVICE IS NOT UNDULY DELAYED.
C. THE CONTRACTOR SHALL PROVIDE A CRANE, OR CRANES, OF SUFFICIENT SIZES AND TYPE, TO OFF -LOAD THE
SHELTER FROM THE TRAILER AND ONTO THE CONCRETE FOUNDATION. CARE MUST BE TAKEN TO ALIGN CABLE
ENTRANCES IN THE FLOOR OF THE BUILDING WITH OPENINGS AND ENRTANCES IN THE FLOOR OF THE BUILDING
WITH OPENINGS AND CONDUIT IN THE FOUNDATION FOR TELEPHONE AND ELECTRCAL SERVICES.
D. THE CONTRACTOR. -SHALL TIE DOWTM THE SHELTER TR T.HE FOUNDATION USING THE MOUNTING ANGLES PROVIDE)
8Y THE MANUFACTURER. FASTENERS INTO THE FOUNDATION SHAi1 �E THE RESPONSIBILITY OF THE CONTRACTOR.
E. THE CONTRACTOR SHALL IMMEDIATELY COORDINATE CONNECTION OF THE SHELTER ELECTRICAL SYSTEM INTO
THE COMMEROAL POWER SOURCE.
F. COMMERCIAL POWER MUST BE PROVIDED MTHIN FIVE WORKING DAYS OF THE PLACEMENT OF THE SHELTER.
G. THE CONTRACTOR SHALL CALL THE FIELD ENGINEER IF THERE ARE PROBLEMS WHICH WILL DELAY THE
INSTALLATION OF COMMERCIAL POWER.
H. THE CONTRACTOR SHALL ALSO ADVISE THE FULD ENGINEER WHEN POWER IS CONNECTED TO THE CELL SITE,
THE FIELD ENGINEER WILL COORDINATE WITH THE MARKET. FOR NETWORK MANAGER OPTTMIIATION, AND
IMPLEMENTATION OF THE NEW CELL SITE FOR SERVICE.
I. SHOULD COMMERCIAL POWER NOT BE AVAILABLE WITHIN THIS TIVE FRAM THE CONTRACTOR SHALL PROVIDE A
STAND --BY GENERATOR CAPABLE OF PROVIDING POWER TO THE SHELTER FGR UGHTING AND HVAC AND CELLULAR
EQUIPMENT OPERATION. IN GENERAL, A 40 IOW GENERATOR WILL BE SUFFICIENT FOR THIS PURPOSE.
J. THE CONTRACTOR SHALL TAKE THE INTERNAL GROUNDING SYSTEM PROVIDED WITH THE SHELTER AND CONNECT
IT TO THE EXTERNAL PERIMETER GROUND.
K. BOX AN VOIRINGRI IS INSTALLED ONEXTERIOR
THE ISHIELTER. ONFURNISHED
Y )FINAL MOUNTING AND CONNECTION IO�IS Rr_�RED
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CHARLOTTESVILLE
MOORES CREEK
c 2m N &5V6 1 "E
21.17'
l N24 -i1':
f
NIP
A.G. XUARD INC.
PIN: 77 -1B
ZONING: RA
AND COORDINATES FOR THIS
PLANE COORDINATE SYSTEM,
3 (VASPCS NAD 83), BASED
'RVATIONS PERFORMED ON
NNI. BASED ON THE NORTH
7 NAVD 1888 IN FEET.
UNLESS OTHERV1ASE NOTED,
HE BUILDING IS LOCATED IN
fSIDI_ 100 -YR FLOOD PLAIN
3C PANEL NUMBER 4288 D,
NIP
0177 OF r
CSARL077'RSI,7LLE
PIN: 77$1
ZONING: fiA •°` �ti
73' TOWER FALL ZONE
PROPOSED EQU'.PMENT
BY ALLTEL. SEE SHEET
C -5 FOR COMPOUND
DETAIL
PROPOSED ALLTEL
40'x40' LEASE AREA
EXISTING ASPHALT
DRIVEWAY
- SEfi'33' i Jrfp
12afi _ C= OF
CHARLO7'7'RSF7Z r � :�
- PIN: 77 -1 " -
1 ZONING: RA rr
S76" �-
268.46'
NIP
UNIYRRSI7Y OF VIRGINIA
FOUNDATION
PIN: 77 -25
DEND BOOS 887, PG, 183
ZOWNC. R1 1
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230.
PROPOSED MONOPOLE.
SEE SHEET C -4
FOR DETAILS.
1
1
r
1
SIGHT DISTANCES
AT IIiE EN RANCE
TO TOWER SITE
1
j
I
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r
PROPOSED 20' ACCESS
AND UTILITY EASEMENT
f 385
—
�
_400__
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AND UTILITY EASEMENT i ►! III !/ ! f rr r! I! !Ir rl 1
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rrrf .1 r f /frrrr f J /rof rJ r'fr of,
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rj r frrf,f rrrfrf �rrrrr rrrtrrrfrrir Gj Q / T4 PINE 12" 6D'
■ rrrrfffrrf /fJr / ilffsJrl
T5 PINE 12" 57'
r/ r'r /llfrrrrfr,i�r.r /rr i�rrfri %r !! T6 PECAN 14" 57'
llf� f �rr frJ/ rrJ /Jrrr fr rffrf frf r 77 PECAN 113" 83'
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Jf r rr frf fr r! j rf r /r r, /ffr rrr I
/ffi �r'rfirfFfr Jrr ff/ f �r /f�rrr<rr Ir T9 AdAGNIXJA 30" 56'
rf r rf rf f J! rf f r rf Jr rr fr rrr ! T10 HARDIHOOD 14" 45'
rf Jrr rf /rr rir /,r r / rr
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ANTENNA/COAX SCHEDULE
ANT# SECTOR MANUFACTURER A.ZIIVIUTH" MOUNTING COAX
(MODEL #) HEIGHT SIZE
Al ALPHA B %A- SOO63r4CF 70' CL 0 88' (2) �&
COAX LENGTH ELEC. MECH.
D -TILT D -TILT
20' * 0
n
0
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D
Q
W
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ra
w
w
1 �
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40' -0' '1 t
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--L PROPOSED 15'
\ I 11 I WOE SPOT KING
4 PROPOSED ICE PROPOSED SERVICE RACK I -
i 1 •� BRIDGE. SEE SHEET W/ METER. SEE SHEET 1
C -10 FOR DETAILS. C -9, FOR DET ILS.
ti
� - PROPOSED 12' V41DE PAVED
2S�01 '�4I c 11 ` ACCESS ROAD.
� j 1
11� j PROPOSED
6' -8" t EQUIPMENT PLATFORMS
-I 1 A SEE SHEET
C- FOR
1 ` I 1 C -8 FOR EQUIPMENT
r
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1
1
1 x ti` PROPOSED 9O' PROPOSED ROTATING
- -j -- - �` MONOPOLE. _SEE. SP- O_TLLGHLMWNTED ON 1
4 SHEET C -4 FOR 3" SCH40 PIPE. SEE 1 - E
ti DETAILS. 1 SHEET C -6 FOR DETAIL. >> _
(TYP) i
I x— x
ti 1 �ti
r� PROPOSED 36'7[36' FENCED
IICOMPOUND 9Y ALLTEL. SEE
1 SHEET C -12 FOR DETAILS,
Z
ASTING BUILDING.
PROPOSED CONCRETE
PAD. SEE SHEET C -5
FOR DETAILS.
PROPOSED PLATFORMS.
SEE SHEET C -5 FOR
DETAILS.
P'ROPUSEU UL41 f 10 lit "XtU �R)Lh IMA 1 11
HALL NOT SHINE AT AN ANGLE GREATER THAN
90 DEGREES FROM THE GROUND. PROPOSED
LIGHT IS TO BE USED FOR MAINTENANCE
PURPOSES ONLY.
- 175HS -1
E LIGHT WITH
NUCKLE (OR
QUIVALENT).
1TERPROOF
/GFl
CONVENIENCE
15 AMP
iE BREAKER
4
Q
INTERFACE PANEL
l
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r-
�n
UT ° ? ELEVATION A ° `
SCALE IN FEET SCALE: %" = 1' -0' SCALE IN FEET
_o
N �
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if]
C �
3.�0.
d,
NG HOI FS
NNEL
0 2 4
SCALE IN FEET
4'- 2"x1'- 6'x2' -0' DEEP
3,000 PSI CONCRETE
FOUNDATIONS
(TYP. OF 4)
SECTION DETAIL A
SCALE. 3' = 1' -0" C
77, ,6"
x11.5
3Y"
a q
FINISHED GRADE
/ a f
! ti
-Si e d
0
HILT1 HIT HY -150
Q WITH MIN EMBEDMENT
° A OF 6%' EPDXY INTO
3" CLR CONCRETE USING HILT]
TYP INJECT4ON ADHESIVE
1'— 6" OR APPROVED EQUAL.
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Q
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NNEL
0 2 4
SCALE IN FEET
4'- 2"x1'- 6'x2' -0' DEEP
3,000 PSI CONCRETE
FOUNDATIONS
(TYP. OF 4)
SECTION DETAIL A
SCALE. 3' = 1' -0" C
77, ,6"
x11.5
3Y"
a q
FINISHED GRADE
/ a f
! ti
-Si e d
0
HILT1 HIT HY -150
Q WITH MIN EMBEDMENT
° A OF 6%' EPDXY INTO
3" CLR CONCRETE USING HILT]
TYP INJECT4ON ADHESIVE
1'— 6" OR APPROVED EQUAL.
PROPOSED SURGE PROTECTOR
PROPOSED SLOTTETD GALVANIZED
SQUARE SUPPORT RAIL BY ANDREW
(P /N: MT -504) OR EQUIVALENT
UNISTRUT (ZINC PLATED)
6' -8"
t
SPD
j g
[V
0
a
TELCO _
� s ■
PROPOSED CAM —LOCK poll
BOX PROVIDED WITH Z"
SHELTER
I
N • • -
4OTE: STRAP
OUNT CABINETS ��� (TYP)
ER STRUCTIONS T11RER'S " I I
�N •I I
TO GROUND I I
ROD I I
yxy
I I'
.I I
p I I
I r
.I f e
I f
I I
-- '� I. _ GROUND RING __
—�
I I
I I
¢ 'LJ CONCRETE —
w
(MIN TYP)
GROUND
ROD
SERVICE RACK ELEVATION
I I '
•I I
I I
I I
I L
If
I I'
• I I —
I I
I I '
,.I f
LJ
PROPOSED METER
PROPOSED END CAP
BY ANDREW (P /N: PC -034)
PROPOSED SHEAR STOP
PL 3 "xY{ xO'x3'(TYP)
PROPOSED TELCO CABINET
BY NORTHERN TECHNOLOGIES
CONTRACTOR TO INSTALL WALL -
MOUNT OPTION ON RACK AS
SHOWN
3 HOLE LUG TO FULFILL
NEC CODE 250.94
PROPOSED 3Y2"4x174"
PLAIN END PIPE BY ANDREW
(P /N: MT- 547 --174) TRIM
AS REQUIRED
`�\ PROPOSED U -BOLT BY ANDREW
�� (P/N: GUB- 43515) (TYP)
\A
\'
TO GROUND
ROD
REFERENCE FOUNDATION
NOTES ON SHEET C -S,
MOTES:
I. COAX MUST COME OFF ON TOWER AT AN ELEVATION
LOWER THAN RF ENTRY PORT TO PREVENT WATER
MIGRATING TOWARDS SHELTER.
2. ZIP TIES ARE NOT TO BE PERMANENT BUT MAY BE
USED FOR TEMPORARY CONSTRUCTION.
3. GPS ANTENNA SHALL BE MOUNTED TO THE ICE
BRIDGE POST WITH A UNIVERSAL GPS MOUNTING KIT
(VALMONT P /N: 91841) OR AN APPROVED EQUIVALENT.
- FIELD VERIFY PLACEMENT PROPDSED GPS ANTENNA
OF ICE BRIDGE SUPPORT (SEE NOTE 3 ON THIS SHEET}.
POSTS
3' -0" I I
MAX) j
I
W
a w IL
A
a 0
x m a
to &
TRAPEZE COAX
SUPPORTS
(TYPICAL)
N
I ir7l W I n
Li
ISOMETRIC VIEW
SCALE. N.T.S.
]" WIDE BRIDGE
NNEL
]" LONG UNISTRUT
(6)--'4" HOLES
(SPACED 3" C /C)
PROPOSED ICE BRIDGE TO BE
SUPPLIED BY CONTRACTOR.
PROPOSED SUPPORT PIPE TO BE
EMBEDDED IN CONCRETE. INSTALLED
PER MANUFACTURER'S INSTRUCTIONS.
CONCRETE FOOTING
(TYPICAL)
TONE
� 1
1`
inn 1�
1 1
1 1
1
5
1 � 1
rA 11
eel
1 �
\ � 1
1 1
1 �
� 1 �
i
FABRIC TO BE FASTENED SECURELY TO
T BY USE OF WIRE TIES OR HOG RINGS.
iS PER POST.
DIVIDUAL ROLLS OF GEOTEXTILE SHALL BE
ISTENED TO A COMMON POST OR OVERLAPPED
IS INTENDED TO CONTROL SHEET FLOW ONLY.
BE USED IN AREAS OF CONCENTRATED FLOW
JNAGE AREA OF )¢ ACRE OR
`1 I
1 I
� I
ti y� r
!■ PROPOSED ACCESS - EXISTING ACCESS
11 DRIVE - DRIVE f
■
■ EXISTING
11 BUILDING -�
■
■
ti
1 r
a 1a 20
SCALE IN FEET
PROVIDE 1" TUCK 1MTH ROPE
IN THE HEM.
FENCE POSTS SHALL BE ROUGH OR
FINISHED 2Vx2" (NOMINAL) OR
.2h-OL WOOD OR SCHEDULE _4O . - -
METAL PIPE. 5' MINIMUM LENGTH.
DRIVEN 18" MINIMUM INTO GROUND.
GEOTEXTILE (CLASS F)
EMBED APPROX. 8' OF
GEOTEX17LE BACHFILL
TRENCH WITH EARTH.
COMPACT THOROUGHLY.
TRENCH APPROXIMATELY
STRETCHER BARS FULL HEIGHT NOT
LESS THAN -f6- x -Y4' MIN. CROSS
SECTION ON ALL GATES AND POSTS
.a
•• lr l ��-- I�I,�111•-ii�• �
I u.1 j
LIJ II , j
L -J 1 fief F�
VARIES
4Im G r r%pkm r
BARBS 0 3. -0' O.0
11z" BRACE SCH40 PIPE
1)�" SCH40 BRACE
PIPE USED ON CORNERS
& WHERE FENCE IS 3
SPANS OR LESS
Zy SCH40 PIPE
INTERMEDIATE POST
�1 10 G" O.C. MAX.
5-0' O.C. MIN.
I HORIX. & VERT. l 9 GA. 2'x2' III =11IJ� 11 = I
�" PIPE JOINED Wf I I I FENCE FABRIC
LINE RAIL CLAMP
iJ
I -IF I s
I 10'
V-6" u_
_ L_J
12' -0'
L_•- 12"
2' -0" FOR ALL POST IN ROCK
MIN. 3'--6" FOR ALL POSTS
IN SOIL OR 6" 9 O FROST
PLUNGER ROD WITH MUSHROOM TYPE CATCH AND LOCK, KEYED ALIKE FOR ALL LINE- WHICHEVER IS GREATER
REED WIRE PERMIT REQUIREMENT SHALL BE COMPLIED IF REQUIRED.
iNLESS NOTED OTHERWISE) OR MATCH EXISTING FENCE {IF APPLICABLE AND
DIMENSION.
E INTERNATIONAL SYMBOL OF ELECTRICAL SHOCK HAZARD SHALL BE FURNISHED
:XTERIOR OF ALL SIDES OF THE MAIN PERIMETER FENCE AND THE GATE. ADDITIONALLY,
ED AND INSTALLED THAT STATE "NO TRESPASSING' IN ENGLISH. THE SIGNS SHALL BE
VG AND BE MOUNTED TO AVOID EASE OF REMOVAL BY VANDALS.
FENCE.
CAPS.
GATE HOLDER. VERIFY LOCATION IN FIELD PRIOR TO INSTALLATION.
-- GALVANIZ €D- ST€E4 -S OULL�--ZE- CONIINUCIJS-
LEVATION
FINISHED GRADE
I
VARIES
_ lI1HI
-i
jI f 1� =I I I'..�1 l !
R _
CONCRETE
CONCRETE
i
J
I
TENSION BAR
0
" BRACE ROD-7 rx�% I
Fi"
6"
x
!.� I •I
I al I
!' u I
L1�J
3— STRAND BARBED WIRE
AT FENCE & GATE
TOP RAIL
CHAIN LJNK FENCE FABRIC
LINE POST 10' O.C. MAX.
METAL GATE DETENT
INSTALL Wf SLOT '1• —O" EXTEND BARRIER & STONE
PARALLEL TO FENCE 1' -0' BEYOND FENCE ON
2° ALL 4 SIDES
`I I— fl II N 4" NC. 57 : f I FINISH GRADE
I -IIII fl II II IJTI GRADATION
—I f I— �� 11=� 1 =1 11=
24" GEOTEXTILE
FABRIC — j I :I j DRILLED PIER
FILL MATERIALS 3000 PSI CONCRETE
_
DEPTH VARIES L ��
I CQ
30R, MATERIALS AND APPIJANCES REQUIRED FOR THE FURNISHING, INSTALLING
AND READY FOR OPERATION OF ALL WORK SHOWN ON THE DRAWW,NG AS SPECIFIED
:EWAY
IATERIALS
JITS
IING SYSTEM
L COMPLY WITH ALL LAWS APPLYING TO ELECTRICAL INSTALLATION IN EFFECT
OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL SAFETY CODE AND THE
E RULES WITH THE NATIONAL ELECTRIC CODE, AND ALL LOCAL GOVERNING CODES
THE REGULATION OF THE SERVING UTILITY COMPANY. ALL PERMITS REQUIRED
AFTER COMPLETION OF WORK, THE OWNER SHALL BE FURNISHED A CERTIFICATE
ID APPROVAL,
IE INSTALLATION, OPERATE AND ADJUST ALL EQUIPMENT AND SYSTEMS TO MEET
REQUIREMENTS. ALL TESTING SHALL BE DONE BY QUALIFIED PERSONNEL.
RANTEE OF THE EQUIPMENT BY THE MANUFACTVRER EACH PIECE OF EQUIPMENT
ALSO BE GUARANTEED FOR DEFECTS OF MATERIAL SIR WORKMANSHIP OCCURRING
IE (1) YEAR FROM FINAL ACCEPTANCE OF THE WORK BY THE OWNER, WITHOUT
ALL WARRANTEE CERTIFICATES & GUARANTEES FURNISHED BY THE MANUFACTURERS
TO THE OWNER.
RRDINATE ALL WORK WITH THE POWER AND TELEPHONE COMPANIES AND SHALL
CE REQUIREMENTS OF EACH UTILITY COMPANY.
K. THE CONTRACTOR SHALL VISIT THE SITE OF THE JOB AND SHALL FAMILIARIZE
TIONS AFFECTING THE PROPOSED ELECTRICAL INSTALLATION AND SHALL MAKE
COST THEREOF. FAILURE TO COMPLY WITH THE INTENT OF THIS PARAGRAPH
THE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE
R SYSTEMS.
EXCAVATION:
'LEEVES, CHASES, ETC., WILL BE REQUIRED PRIOR TO THE CONSTRUCTION OF
RK. ALL CUTTING AND PATCHING OF WALLS, PARTITIONS, FLOORS, AND CHASES
]EL OR MASONRY SHALL BE DONE AS PROVIDED ON THE DRAWINGS.
TONS AND BACKFILLING INCIDENTAL TO THE WORK UNLESS SPECIFICALLY NOTED
VNG SHALL BE PROVIDED BY THIS CONTRACTOR.
THROUGH WALL AND FLOORS WITH APPROVED GROUT.
LLL HE NEATLY INSTALLED AND RUN PARALLEL OR PERPENDICULAR TO STRUCTURAL
ID MOUNTING HARDWARE SHALL BE HOT DIPPED GALVANIZED STEEL.
BE INSTALLED IN CONDUIT. ALL CONDUIT SHALL BE RIGID STEEL EMT OR
D ON THE DRAWINGS.
(TERIORS AND EXPOSED TO DAMAGE, ALL CONDUIT SHALL BE RIGID STEEL.
L NOT BE ALLOWED.
HALLS OR INTERIOR SPACES ABOVE GRADE MAY BE EMT.
SHALL BE RIGID STEEL OR SCHEDULE 40 PVC AS INDICATED ON THE DRAWINGS.
USE APPROVED COUPLINGS AND CONNECTORS. PROVIDE INSULATED BUSHING
IATIONS. ALL CONDUIT RUNS IN A WET LOCATION SHALL HAVE WATERPROOF
EQUIPMENT:
ALL DISCONNECT SWITCHES SHALL BE SERVICE ENTRANCE RATED, 14EAVY DUTY TYPE-
2- NEW CIRCUIT BREAKERS SHALL BE RATED TO WITHSTAND THE MAXIMUM AVAILABLE FAULT CURRENT AS
DETERMINED BY THE LOCAL UTILITY. CONTRACTOR SHALL VERIFY MAXIMUM AVAILABLE FAULT CURRENT,
AND COORDINATE INSTALLATION WITH THE LOCAL UTILITY BEFORE STARTING WORK.
CONDUCTORS
1. FURNISH AND INSTALL CONDUCTORS CALLED FOR IN THE DRAWINGS. ALL CONDUCTORS SHALL HAVE TYPE
THWN (MIN) (75 'C) INSULATION. RATED FOR 640 VOLTS.
2. ALL CONDUCTORS SHALL BE COPPER, THE USE OF ALUMINUM CONDUCTORS SHALL NOT BE ALLOWED.
ALL CONDUCTORS SHALL BE UL LISTED AND SHALL BE PROVIDED AND INSTALLED AS FOLLOWS'
A. MINIMUM WIRE SIZE SHALL BE 012 AWG.
B. ALL CONDUCTORS SIZE #8 AND LARGER SHALL BE STRANDED. CONDUCTORS SIZED #10 AND SMALLER
SHALL BE SOLID OR STRANDED,
C. CONNECTION FOR &O AWC AND SMALLER SHALL BE BY TWISTING TIGHT AND INSTALS ING INSULATED
PRESSURE OR WIRE NUT CONNECTONS.
D. CONNECTION FOR #B AWG AND LARGER SHALL BE BY USE OF STEEL CRIMP -ON SLEEVES WITH
NYLON INSULATOR.
3. ALL CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC STANDARDS,
4. THE RACEWAY SYSTEM SHALL BE COMPLETE BEFORE INSTALLING CONDUCTORS
PENETRATIONS:
CONTRACTOR SHALL COMPLY WITH UL PENETRATION DETAILS FOR PENETRATIONS OF ALL RATED WALLS,
ROOF, ETC.
GROUNDING
1, ALL ELECTRICAL NEUTRALS, RACEWAYS AND NON- CURRENT CARRYING PARTS OF ELECTRICAL EQUIPMENT
AND ASSOCIATED ENCLOSURES SHALL 13E GROUNDED IN ACCORDANCE WITH NEC ARTICLE 250. THIS SHALL
INCLUDE NEUTRAL CONDUCTORS, CONDUITS, SUPPORTS, CABINETS, BOXES, GROUND BUSSES, ETC. THE
NEUTRAL CONDUCTOR FOR EACH SYSTEM SHALL BE GROUNDED BY ONE POINT ONLY.
2. PROVIDE GROUND CONDUCTOR IN ALL RACEWAYS.
3. PROVIDE BONDING AND GROUND TO MEET NFPA 780 - LJGHTNING PROTECTION AS A MINIMUM.
4. PROVIDE GROUNDING SYSTEM AS INDICATED ON THE DRAWINGS. AS REQUIRED BY THE NATIONAL ELECTRIC
CODE AND RADIO EQUIPMENT MANUFACTURER.
A
AFG
ATS
AWG
BFG
BKR
C
CKT
DISC
EGR
EMT
FSC
GEN
GPS
GRID
IGB
IGR
KW
ABBREVIATIONS AND LEGEND
- AMPERE
ABOVE FINISHED GRADE
- AUTOMATIC TRANSFER SWITCH
AMERICAN WIRE GAUGE
- BARE= COPPER -WIRE
BELOW FINISHED GRADE
BREAKER
CONDUIT
- CIRCUIT
- DISCONNECT
EXTERNAL GROUND RING
ELECTRIC METALLIC TUBING
FLEXIBLE STEEL CONDUIT
- GENERATOR
GLOBAL POSITIONING SYSTEM
GROUND
ISOLATED GROUND BAR
INTERIOR GROUND RING (HALO)
- KILOWATTS
PVC
- SCH40 RIGID NON - METALLIC CONDUIT
RGS
- RIGID GALVANIZED STEEL CONDUIT
SW
- SWITCH
TGB
- TOWER GROUND BAR
UL -
---- UNDERWR LABORATO%ES --
V
- VOLTAGE
w
- WAWA TTS
XFMR
- TRANSFORMER
XMTR
- TRANSMITTER
- - -_E -- UNDERGROUND ELECTRICAL CONDUIT
--- -T - - -- UNDERGROUND TELEPHONE CONDUIT
8 KILOWATT -HOUR METER
UNDERGROUND BONDING AND
-- - -� - -Y GROUNDING CONDUCTOR.
TO
PROPOSED METER, SEE NOTE 2.
PROPOSED SURGE PROTECTOR
PROPOSED CAM LOK BOXY
NOTES:
ELECTRICAL SERVICE SHALL BE 200A, 120/24OV, 10 3 WARE.
2. SERVICE ENTRANCE RATED CIRCUIT BREAKER TYPE DISCONNECT
SWITCH WITH 2O0A CIRCUIT BREAKER. DOOR TO POWER PANEL.
CONTAINING MAIN DISCONNECT TO REMAIN UNLOCKED.
3, FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT, REFER TO
VENDOR PRINTS PROVIDED BY EQUIPMENT SHELTER MANUFACTURER.
d, WHEN UTILITY COMPANY REQUIRES A SERVICE DISCONNECT OTHER
THAN THE MAIN BREAKER IN POWER PANEL OF THE UTILITY CAEINET,
REMOVE BONDING JUMPER FN EQUIPMENT SHELTER AND BOND SERVICE
DISCONNECT PER NEC REQUIREMENTS.
PROPOSED SERVICE RACK
TELCO BOARD VERIFY
LOCATION
a
10' -0" RGS PIPE - l
UGHTNING CHOKE I I I I
OVER SERVICE Y B
CONDUIT I I It l e! i +' CONDUIT FOR POWER
I I it 3" TELCO CONDUIT--1
I f I
POWER SERVICE - _ —� —J � 11 i � j L ---------- - - - - -- - -- - - - -� i l j !
--- ---------------------- -------------- -- -__4—�} i---- ��--- --------- - -- - -- ------ - - -_.J 1 1 1
-------- J
SERVICE ------ L— -------------- - - - - -- -- -_ - - -- _
rnNf]L1Ti]R .1I4 AWC RARE __,
GROUNDING ELECTRODE — 3" CONDUIT W/ (3)— 3/Q (1j- 2 vY 7 —
f 1. ELECTRICAL SERVICE SHALL BE 200A, 240/12OV, 10, 3W.
2• PROVIDE SERVICE ENTRANCE RATED CIRCUIT BREAKER TYPE
DISCONNECT
3. INSTALL A 200 AMP METER BASE AS DIRECTED BY THE
UTILITY COMPANY.
GROUNDING ELECTRODE
CONDUCTOR X14 AWG
BARE TINNED SOLID
COPPER
SERVICE ENTRANCE
GROUND ROD
CAM LOK BOX
MANUAL
TRANSFER
SWITCH
POWER
PANEL
]UITS TO BE DETERMINED BY STE SPECIFIC
N GRADE EXCEPT AS NOTED BELOW.
BOWS AT STUB UP LOCATIONS Of. SERVICE
WSTALLATIONS BELOW PARKING LOTS AND
TRENCH
5.
rf
f
6' UTILITY
WARNING
BACKFT LLTED
(SUITABLE ON
SITE MATERIAL)
UNDISTURBED
GROUND
SAND
1. ALL TELCO CONDUITS ARE TO BE STUBBED IN D -•MARC LOCATION.
Z ALL POWER CONDUITS ARE TO BE TERMINATED AT THE METER CENTER.
3. AT THE PROPOSED METER, TURN POWER CONDUIT LIP AND EXTEND TO
METER CANISTER. THE EXACT HEIGHT ABOVE THE FINISHED GRADE IS TO BE
COORDINATED WITH THE LOCAL POWER COMPANY.
4. THE EXACT ROUTING OF THE POWER AND TELCO CONDUITS ARE TO BE VERIFIED
WITH THE LOCAL UTILITY COMPANIES PRIOR TO ANY TRENCHING, STUB CONDUITS
8' BEYOND FENCE, TURN UP AND CAP, POWER COMPANY WILL EXTEND SERVICE
TO METER,
5. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO TRENCHING.
ANY DAMAGE CAUSED TO THE EXISTING UTILITIES SHALL BE REPAIRED AT THE
CONTRACTOR'S EXPENSE.
6. ALL CONDUITS SHALL BE INSTALLED PRIOR TO FINISH GRADING, GEOFABRIC,
AND STONE INSTALLATION.
7. CONTRACTOR SHALL INSTALL SWEEPS AT ALL CONDUIT DIRECTION CHANGES.
EXTEND TO
EXISTING
UTILITIES
4' RIGID CONDUIT
FOR CHOICE t
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DRAWING NOTES:
7 2 7 (1) -3" PVC TELCO CONDUIT WITH PULLWIRE
(2 )-3" PVC CONDUITS FOR POWER.
�3 SURGE PROTECTOR
3/4" ALARM CONDUIT
t� z /w" rrwni I T rrw Tn e,• o, ,, r� a. m
ROD IRON FENCE (TYP OF 4).
ROUND RING.
: DETAIL SHEET E -9.
ST (TYP ),
SYSTEM 12 ______ - ___„____________-
RE TINNE BURIED -T
f 1 1
I Ir I
I I+ I
ICE BRIDGE SUPPORT BONDING CONDUCTOR.
#2 COPPER CONDUCTOR -BARE TINNED BURIED
30" BFG (TYP).
0 PROPOSED TOWER GROUND RING.
� CABINET EARTH GROUND RING TO CABINET
l=J FOUNDATION PER SEC 4.13 OF ALLTEL GROUND
SPECIFICATION.
CABINET TO EARTH GROUND RING (TYP OF 4),
TOWER FOUNDATION TO TOWER GROUND RING
10 PER SECTION 4.13 OF ALLTEL GROUND
SPECIFICATION.
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1. GROUNDING ELECTRODES SHALL BE CONNECTED IN A RING USING
#2 SOLID BARE TINNED COPPER WIRE. THE TOP OF THE GROUND
RODS AND THE RING CONDUCTOR SHALT. BE 30" (MIN) BEL.QW FINISHED
GRADE. GROUNDING ELECTRODES SHALL BE INSTALLED AS REQUIRED
BY ALLTEL GROUNDING SPECIFICATIONS.
(6' -0" MINIMUM; 16' -0" MAXIMUM.)
2• BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL.) AND THE
GROUNDING CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING
MEANS- BONDING JUMPER SHALL BE INSTALLED PER N.E.C.
ARTICLE 250.30.
3. GROUND SHELTER TO GROUND RING PER ALLTEL GROUNDING
SPECIFICATION 560- 150 -001 REVISION 3.
EXOTHERMIC CADWELD
CONNECTION {TYP)
FLEXIBLE JUMPER.
GROUNDING AT GATE POST
SCALE' N.T -S-
ANY STRUCTURE.
6"
(MIN)
MIN. 30" DEEP TRENCH
OR TO ROCK OR TO 6'
BELOW FROST LINE.
WHICHEVER 15 DEEPER.
GROUND ROD.
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1. GROUNDING ELECTRODES SHALL BE CONNECTED IN A RING USING
#2 SOLID BARE TINNED COPPER WIRE. THE TOP OF THE GROUND
RODS AND THE RING CONDUCTOR SHALT. BE 30" (MIN) BEL.QW FINISHED
GRADE. GROUNDING ELECTRODES SHALL BE INSTALLED AS REQUIRED
BY ALLTEL GROUNDING SPECIFICATIONS.
(6' -0" MINIMUM; 16' -0" MAXIMUM.)
2• BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL.) AND THE
GROUNDING CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING
MEANS- BONDING JUMPER SHALL BE INSTALLED PER N.E.C.
ARTICLE 250.30.
3. GROUND SHELTER TO GROUND RING PER ALLTEL GROUNDING
SPECIFICATION 560- 150 -001 REVISION 3.
EXOTHERMIC CADWELD
CONNECTION {TYP)
FLEXIBLE JUMPER.
GROUNDING AT GATE POST
SCALE' N.T -S-
ANY STRUCTURE.
6"
(MIN)
MIN. 30" DEEP TRENCH
OR TO ROCK OR TO 6'
BELOW FROST LINE.
WHICHEVER 15 DEEPER.
GROUND ROD.
TOWER
#2 - -C GNBtJ G:P9R- A":H- F=COTH ER Ira C
CONNECTIONS BONDING THE TOWER
TO THE EARTH GROUND RING
#2 CONDUCTOR WITH EXOTHERMIC
CONNECTIONS BONDING THE
REBAR MESH / CAGE TO THE
EARTH GROUND RING
.I —A0i T
PREFABRICATED REBAR GROUNDING
ASSEMBLY WITH #2 CONDUCTOR
SECURELY FASTENED WTH WIRE
TIES OR WELDED TO J— BOLT1,s
REBAR MESH / CAGE'
02 CONDUCTOR WTH EXOTHERMIC
CONNECTIONS BONDING THE TOWER
TO THE EARTH GROUND RING
- PREFABRICATED REBAR GROUNCING
ASSEMBLY WITH #2 CONDUCTOR
SECURELY FASTENED WITH WIRE TIES
OR WELDED TO REAR MESH / CAGE
FOR PORTABLE
GENERATOR
L2 -
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ELECTRICAL DETAIL
TOWER
#2 - -C GNBtJ G:P9R- A":H- F=COTH ER Ira C
CONNECTIONS BONDING THE TOWER
TO THE EARTH GROUND RING
#2 CONDUCTOR WITH EXOTHERMIC
CONNECTIONS BONDING THE
REBAR MESH / CAGE TO THE
EARTH GROUND RING
.I —A0i T
PREFABRICATED REBAR GROUNDING
ASSEMBLY WITH #2 CONDUCTOR
SECURELY FASTENED WTH WIRE
TIES OR WELDED TO J— BOLT1,s
REBAR MESH / CAGE'
02 CONDUCTOR WTH EXOTHERMIC
CONNECTIONS BONDING THE TOWER
TO THE EARTH GROUND RING
- PREFABRICATED REBAR GROUNCING
ASSEMBLY WITH #2 CONDUCTOR
SECURELY FASTENED WITH WIRE TIES
OR WELDED TO REAR MESH / CAGE
BOLT
E CRIMP/ STAINLESS STEEL
ESSION FLAT WASHER
CTOR
GROUND BAR
s i I
STAINLESS STEEL
FLAT WASHER
ESS STEEL
.LE WASHER STAINLESS STEEL NUT
SINGLE CONNECTOR AT GROUND BARS
CRIMP/
=SSION
:TOR --7
STAINLESS STEEL
BOLT
STAINLESS STEEL
FLAT WASHER
r STEEL
DRAGON TOOTH
WASHER
_ _ STAINLESS STEEL
:SS STEEL FLAT WASHER
LE WASHER STAINLESS STEEL NUT
SINGLE CONNECTOR AT STEEL OBJECTS
CRIMP /
:SSION
STAINLESS STEEL
SELF -- DRILLING
:TOR
METAL SCREW
STAINLESS STEEL
l
FLAT WASHER
TOOTH '-- METALLIC OBJECT
iLE CONNECTOR AT METALLIC/STEEL OBJECTS
.OW A MIN. OF THREE THREADS EXPOSED.
TO REMOVE PAINT IN THE AREA OF THE
JND TO MATING SURFACE OF CONNECTOR
'O UND.
COMPRESSION r BOLT
CONNECTOR
STAINLESS STEEL
FLAT WASHER
r GROUND BAR
STAINLESS STEEL
FLAT WASHER
STAINLESS STEEL
BFLLVALLE WASHER
STAINLESS STEEL NUT
BACK TO BACK CONNECTOR AT GROUND BARS
2 —HOLE CRIMP/ STAINLESS STEEL
COMPRESSION
BOLT
CONNECTOR
STAINLESS STEEL
FLAT WASHER
DRAGON TOOTH
WASHER
r STEEL
iDRAGON TOOTH
WASHER
STAINLESS STEEL
STAINLESS STEEL FLAT WASHER
BELLVILLE WASHER STAINLESS STEEL NUT
BACK TO BACK CONNECTOR AT STEEL OBJECTS
2 —HOLE CRIMP/ STAINLESS STEEL
COMPRESSION SELF — DRILLING
CONNECTOR METAL SCREW
r STAINLESS STEEL
FLAT WASHER
DRAGON TOOTH METALLIC OBJECT
WASHER
BACK TO BACK CONNECTOR AT METALLICISTEEL OBJECTS
GROUND CONDUCTOR 15 12"
AIR TERMINAL
LIGHTNING ROD
1
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SURFACE
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HARDWARE
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BONDED TO TOWER
VCI8GE 2 TO BE
\
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I \\ UNISTRUT USING
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-
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VCI8GE 2 TO BE
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NOTE:
t. ALL EQUIPMENT FRAMES SHOWN USING 24V. WHEN 48V IS
USED THE POSITIVE (+) IS THEN THE RETURN LEAD.
CABLE
TRAY
BATTERY
RACK
RET
POWER
RECTIFIER
BOARD
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TOWER
EGS
ENTRY
PORT PEEP
v
r
T1jS1 MU -SM S'SIgLBS
BUILDING
EGS TELCO GROUND MAY BE TO THE EARTH GROUND RING OR
MGN AT THE AC POWER MAIN DISCONNECT SWITCH
8OND TO DRIVEN GROUND ELECTRODE AND EARTH
GROUND RING PER CODE
SHOWN 44TH FIXED GENERATOR SET. SEE SHEET E -5 FOR
ADDITIONAL PORTABLE GEN SET DETAILS.
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TOWER
EGS
ENTRY
PORT PEEP
v
r
T1jS1 MU -SM S'SIgLBS
BUILDING
EGS TELCO GROUND MAY BE TO THE EARTH GROUND RING OR
MGN AT THE AC POWER MAIN DISCONNECT SWITCH
8OND TO DRIVEN GROUND ELECTRODE AND EARTH
GROUND RING PER CODE
SHOWN 44TH FIXED GENERATOR SET. SEE SHEET E -5 FOR
ADDITIONAL PORTABLE GEN SET DETAILS.
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74 • (Tm)
-Ws- + (TYP)
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ALL EXTERIOR GROUND BARS SHALL BE TYPE 1 GROUND
BARS AS SMWN ON THIS SHEET.
2 -ALL EXTERIOR GROUND BARS SHALL BE INSTALLED WITH
ALLTEL APPROVED TAMPER RESISTANT HARDWARE AND
ISOLATED FROM THEIR MOUNTING SURFACE TO HELP
PREVENT THEFT-
3-
GROUND BARS CAN BE COATED IN A RUBBERIZED
SUBSTANCE SUCH AS TRUCK BEd LINER TO FURTHER
PREVENT COPPER THEFT IF APPROVED BY THE ALLTEL
PROJECT ENGINEER.
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NOTES:
k`TEN FABRICATION I. EXTnM CROUND BAR TO BE TM ED,
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TIDE
A
X" HARDWARE
idOUN TING GOUT
LC+CIC WASHER
itOUNTIHC
BRACKET
INSU ATCH
GROUND BAR
LOCK WASHER
Till" HARDWARE
COAX ISOLATED GROUND BAR EXTERNAL
CIGBE -
TOP & INTERMEDIATE SCALE: 1�" = 1' -C"
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ICE BINDLE --t
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NOTES:
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NAq[1S IS �
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, GREEN MIN OR
TO CABLE 91IELG3 CABLE CABLE MAN- REND
RMUS Is r
NOTES:
1. INTERIOR GROUND BAR TO BE 71MA n.
Y. MIDUCTORS ARE MIN NS LATM
3. SEE TYPE 2 GROUND BAR FOR DNENSIONS-
TVSS TELCG GROUNDING IN PPC TiGBj
SCALE.: 1Y2'• - 1' -0"
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1. N'ERIOR CROIAID BAR TO BE BWHED.
7. lYW[11 if!TAGS ■II7- A17FFY f.Q,. lTM
(BT my TT1
0 GREM T)LHN OR
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4 • ,a
4 �
a
EXOTHERMIC WELD OR APF
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PLATE (PER MFR SPECS)
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WELD OR APPROVED UNDEI
COMPRESSION CONNECTION
RISER
RISER
MONOPOLE BASE GROUNDING DETAIL
SCALE! N.T.S_
NOTE:
INSTALL AT TOP PORT, AT EACH
MICROWAVE DISH LOCATION, AND
STEEL TOWER
STEEL TOWER
BASE
SER
SUPPORT BOLTS
CONCRETE BASE
5/8 " HARDWARE
Attachment B
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iedmont College - Tier 11 Personal Wireless
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SDP 2008 -180
Piedmont College - Tier'.111Personal Wireless Service- Facility
ttesville
�_... ` .� �' �Y'.ti � , -•�� ��k7�' . Y _tip ' ���y,7
Approximate Location ���'� ~ :1
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wor
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r
Attachment
_I'.
7�
4 Roads Parcels
Streams Parcel of Interest
— Water Body City of Chadottesville