HomeMy WebLinkAboutARB200800176 Plan - Approved 2009-10-09ALLTEL SITE NAME: PIEDMONT COLLEGE
PROJECT DESCRIPTION: PROPOSED
TELECOMMUNICATIONS
FACILITY
TOWER TYPE: 90' MONOPOLE
SITE ADDRESS: 1800 MONTICELLO AVE.
CHARLOTTESVILLE, VA 22904
(ALBEMARLE COUNTY)
JURISDICTION: ALBEMARLE COUNTY
AREA OF CONSTRUCTION: 1600 t SQ. FT.
PRESENT
OCCUPANCY TYPE: HOSPITAL
CURRENT ZONING: RA (RURAL AREAS)
TAX PARCEL NUMBER: 77 -25
(NAME) "DATE)
ARB APPROVAL SIGNATURE
-
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15001 JEFFERSON AVE. 1101 Matthews -Mint Hill Road
NEWPORT NEWS, VA 23603 Matthews, NC 28105
Office: (757) 549 -3013 Office: (704) 849 -1785
SITE NAME: PIEDMONT COLLEGE
PLANS PREPARED BY-
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TOWER ENGINEERING PRGFESSIONALS
3703 JUNCTION BOULEVARD
RALEIGH, NC 27603 -5263
OFFICE: (919) 661 -6351 WWW.tepgroup.net
PROJECT INFORMATION
LATITUDE N 3800'45.33" (NAD '27)
LONGITUDE W 078 °28'39.30" (NAD '27)
LATITUDE N 38 °00'45.83" (NAD '83)
LONGITUDE W 078 °28'38.34" (NAD '83)
GROUND ELEVATION 397.8'(NAVD'88)
4
09 -25 -09
ARB REVISIONS
3
1 O 1- I G -09
PEVI5ED PER COUNTY
2
11-19-08
CON5TRUCTION
1
02-14-05
PEVI5ED PRELIMINARY
O
05 -24 -07
PRELIMINARY
REV
DATE
ISSUED FOR:
Z -C CERTIFICATION
DRAWN BY: TRG CHECKED BY: GMA
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SITE CONSTRUCTION MANAGER: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN
ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES
NAME: ALLTEL COMMUNICATIONS, INC. AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE
ADDRESS: 1101 MATTHEW -MINT HILL ROAD PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE
CITY, STATE, ZIP: MATTHEWS, NC 28105
CONTAC LATEST EDITIONS OF THE FOLLOWING:
T: BOBBY WOODARD 1. VWGIMA UNIFORM STATEWIDE 6. ANSIMMIA -222[1
PHONE: (704) 8495304 BUILDING CODE, 2006 EDITION ♦. NATIONAL ELECTRIC CODE
2. UNIFORM MECHANICAL CODE 2005 EDITION
SITE APPLICANT: S. LOCAL BUILDI)NO CODE
6. CITYICOUNTY ORDINANCES
NAME: ALLTEL COMMUNICATIONS, INC.
ADDRESS: 6931 HWY 81 N
CITY, STATE, ZIP: PIEDMONT, SC 29673 CODE COMPLIANCE
CONTACT: DONYA SIMONEAUX
(864) 275 -9771
ORIGINAL SURVEYOR:
NAME: TOWER ENGINEERING PROFESSIONALS
ADDRESS: 3703 JUNCTION BLVD.
CITY, STATE, ZIP: RALEIGH, NC 27603
CONTACT: CORY GARNER, P.L.S.
PHONE: 919 661 -6351
CIVIL ENGINEER:
NAME: TOWER ENGINEERING PROFESSIONALS
ADDRESS: 3703 JUNCTION BOULEVARD
CITY, STATE, ZIP: RALEIGH, NC 27603
CONTACT: GRAHAM M. ANDRES, P.E.
PHONE: (919) 6616351
ELECTRICAL ENGINEER:
NAME: TOWER ENGINEERING PROFESSIONALS
ADDRESS: 3703 JUNCTION BOULEVARD UTILITIES:
CITY, STATE, ZIP: RALEIGH, NC 27603
3
CONTACT: RUSS HILL, P.E. POWER COMPANY: DOMINION POWER
PHONE: (919) 6615351 CONTACT: CUSTOMER SERVICE
PHONE: 1- 888 - 667 -3000
PROPERTY OWNER: METER # NEAR SITE: 115 602 418
NAME: UNIVERSITY OF VIRGINIA TELEPHONE COMPANY: CENTRAL TELEPHONE CO.
ADDRESS: P.O. BOX 400218 CONTACT: CUSTOMER SERVICE
CITY, STATE, ZIP: CHARLOTTESVILLE, VA 22904 PHONE: r4344 971 -5683
CONTACT: PAULA FIGGETT PHONE # NEAR SITE: 9715683
PHONE: (434) 982 -4846 PEDESTAL # NEAR SITE: NOWN
SHEET
DESCRIPTION
REV
SEAL:
,.
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G HAM M �•
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ANDRES
LJC. NO. 44739
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September 25, 2009
T1
TITLE SHEET
4
N1
GENERAL NOTES
2
N2
ALLTEL GENERAL NOTES
2
C1
LOCATION MAP
2
C2
SITE PLAN
4
C3
SITE LAYOUT
q
C4
TOWER ELEVATON
4
CS
COMPOUND DETAIL
2
C6
EQUIPMENT PLAN
2
C7
CABINET ELEVATION
2
C8
FRAMING PLAN / FOUNDATION DETAILS
2
C9
SERVICE RACK DETAILS
2
C10
ICE BRIDGE DETAILS
2
C11
GRADING PLAN
4
C12
FENCE DETAILS
2
E1
ELECTRICAL NOTES
2
SEAL:
NUTIf
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US
ICEN E
01
Q-
TONAL
September 25, 2009
E2
ONE POWER PANEL SCHEDULE
E3
POWEIRITELCO PLAN AND ONE-LINE DIAGRAM
4
E4
GROUNDING PLAN AND DETAILS
2
ES
GROUNDING SCHEMATIC
2
E6
GROUNDING DETAILS
2
E7
GROUNDING DETAILS
2
E8
GROUNDING DETAILS
2
E9
GROUNDING DETAILS
2
E10
GROUNDING DETAILS
2
LOCATION MAP IE
FROM MATTHEWS, NC TAKE 1$5 NORTH TO GREENSBORO. FROM GREENSBORO
TRAVEL NORTH ON US 29 AND CONTINUE NORTH TO W NEAR CHARLOTTESVILLE,
VA. TAKE WW EAST FOR APPROXIMATELY S MILES TO EXIT 121. TAKE EXIT 121 AND
TRAVEL NORTH ON SR 20. SITE IS LOCATED ON THE WEST (LEFT) SIDE.
SHE T NUMBER:
�-�
REVISION:
4
DRIVING DIRECTIONS
CONTACT INFORMATION
INDEX
OF SHEETS
TEP N: 070220
GENERAL NOTES:
ALL REFERENCES TO OWNER IN THESE DOCUMENTS SHALL BE CONSIDERED ALLTEL COMMUNICATIONS, OR ITS
DESIGNATED REPRESENTATIVE.
ALL WORK PRESENTED THESE DRAWINGS MUST BE HE CONTRACTOR M STE HAVE CONSIDERABLE EXPERIENCE INEPERFORMANCE TOT NOTED
WORK SIMILAR TO THAT DESCRIBED
HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENT
EXPERIENCE LICENSED THAT HE IS KNOWLEDGABLE
TTH S OF WORK N WORK HE PERFORMED
VIRGINIA.
THAT HE IS PROPERLY
STRUCTURE DESIGNED ACCORDANCE T TT 2005, FOR A EDITION.
WIND
LOAD. CONFORMS TO THE OF HE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, 2003
2.
3.
4
WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, 2006 EDITION
5 NOTESSSHALLL�APPRYTOT OTHERWISE MATERIALS LISTED LISTED HEERE N CONTRACT THE ROCEDURESSTOCBEC THE FOLLOWING
USED ON THIS PROJECT.
6. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND SHALL SUPERCEDE ANY
CONFLICTING NOES ENCLOSED HEREIN,
7. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE
SAFTY OF BUTS S STRUCTU RE HE ADDITION TOFPTTEMPORARY BRACING, GUYS OR ANDIOR
DOWNS THAT HATTDMFAYABEN NECESSARY. INCLUDES,
SUCH
MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF
THE PROJECT.
B. CONTRACTOR PRIOR TO BEGINNING ANY ISMIA MATERIALS CONDITIONS 0 DER NG, FABRICATIONDOR CONSTRUCTION EWORKDON VERIFIED
HIS PROJECT.
CONTRACTOR SHALL NOT SCALE CONTRACT DRAWINGS IN LIEU OF FIELD VERIFICATIONS. ANY DISCREPANCIES SHALL BE
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNER'S ENGINEER. THE DISCREPANCIES MUST BE
RESOLVED BEFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT INDICATE
THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY
VISITS O TOO HE FOR ALL
BY THE OWNER MEANS. METHODS,
ENGINEER SHALL NIOT SEQUENCES. AND
INSPECTION OF PROCEDURES.
THHEE OBSERVATION
PROTECTIVE ES
OR THE PROCEDURES.
9. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS
AND IN CONFORMANCE NH THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY APPROVED
T WRITING E AND LR PRIOR INSTALLATION. CONTRACTOR URNISH
SATISFACTORY EVIDE AS TO THE KI D AND QUAITY O HEMATERIALSAND EQUIPMENT BEING SUBSTITUTED.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND
CONNECTION PROGRAMS IN WITH THE WORK. THE
RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, TSTATE, AND RESPONSIBLE FOR INSURING T
CODES
A REGULATIONS GOVERNING
THIS WORK.
11 ACTIVITY, INCLUDING P WORK WSCHEDULEMAND MATERIALS ACCESS,
WI TH CTHE RESIDENT LEASING INTENDED FOR AP ROVAL.
12 BILL OF MATERIALS AND PART NUMBERS LISTED ON CONSTRUCTION DRAWINGS ARE INTENDED TO AID CONTRACTOR.
CONTRACTOR SHALL VERIFY PARTS AND QUANTITIES WITH MANUFACTURER PRIOR TO BIDDING AND/OR
AND /ORORD RING MATERIALS.
13. ALL PERMITS THAT MUST BE OBTAINED ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR WILL BE RESPONSIBLE
FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS.
14. 24 HOURS PRIOR TO THE BEGINNING OF ANY CONSTRUCTION, THE CONTRACTOR MUST NOTIFY THE APPLICABLE JURISDICTIONAL
(STATE, COUNTY OR CITY) ENGINEER.
15• CONTRACTOR SA REWORK D SCARIFY, SUITABLE BGRH SE PRESENT
AFTER REWORK NG,FTHE MATERIAL REMAINS UNSUITABLE. THE CONTRACTOR SHALLLU DERC MATERIALAND REPLACE
NTH APPROVED MATERIAL. ALL SUBGRADES SHALL BE PROOFROLLED WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK PRIOR
TO PAVING. ANY SOFTER MATERIAL SHALL BE REWORKED OR REPLACED.
16 UNTILTWORKC REQUIRED
BYTTTHEAOWNER ALL TH PIPES, D
RIACTOR S DRAINAGE STRUCTURES
ANY FREE FROM OBST FAILURE
TO MAINTAIN DRAINAGE STRUCTURE IN OPERABLE CONDITION.
17. ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTED FOR ONE YEAR FROM ACCEPTANCE DATE.
18. ALL BUILDING DIMENSIONS SHALL BE VERIFIED WITH HE PLANS (LATEST REVISION) PRIOR TO COMMENCING CONSTRUCTION.
NOTIFY HE ENGINEER IMMEDIATELY IF ANY DESCREPANCEIES ARE DISCOVERED. THE OWNER SHALL HAVE A SET OF APPROVED
PLANS AVAILABLE AT THE SITE AT ALL TIMES WHILE WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE
SHALL BE AVAILABLE FOR CONTACT BY GOVERNING AGENCY INSPECTORS.
STRUCTURAL STEEL NOTES:
1. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISC SPECIFICATION
FOR MANUAL OF STEEL CONSTRUCTION, LRFD, 3RD EDITION.
2. UNLESS OTHERWISE NOTED, ALL STURCTURAL ELEMENTS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
A. STRUCTURAL STEEL, ASTM DESIGNATION A36.
B. ALL BOLTS, ASTM A325 TYPE I GALVANIZED HIGH STRENGTH BOLTS.
C. ALL NUTS, ASTM A563 CARBON AND ALLOY STEEL NUTS.
D. ALL WASHERS, ASTM F436 HARDENED STEEL WASHERS.
3. ALL ACCORDANCE WITH
CONNECTIONS PLANS E B R
SPECIFIICATION FORMANUABOF STEEL LRFD
3RD EDITION.
4. HOLES SHALL NOT BE FLAME CUT THRU STEEL UNLESS APPROVED BY THE ENGINEER.
5. HOT —DIP GALVANIZE ALL ITEMS ULESS OTHERWISE NOTED, AFTER FABRICATION WHERE PRACTICABLE.
GALVANIZING: ASTM A123, ASTM, A153/A153M OR ASTM A653/A653M, G90, AS APPLICABLE.
6. REPAIR DAMAGED SURFACES WITH GALVANIZING REPAIR METHOD AND PAINT CONFORMING TO ASTM 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
METALLICS 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 /OR REPLACED BOLTS.
8. ALL PROPOSED AN /OR REPLACED BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXCLUDE THE THREADS
FROM THE SHEAR PLANE.
9 BOLT BE AT AND/OR TFLUSH REPLACED
WITH SHALL LENGTH SUCH THAT
THE END OF THE
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 AISC, "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 AS NOT OVER
CANT. TTHUS OVER MTTIIGHTENING MAY LOCCUR AND NMAY BOLTS, AUSE BOLTS TO PARTS
TO CRACKAND SNAP OFF.
13. PAL NUTS ARE TO BE INSTALLED AFTER NUTS ARE TIGHT AND WITH 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 WITH AMERICAN WELDING SOCIETY (AWS) D1.1 -98
STRUCTURAL WELDING CODE — STEEL.
PLANS PREPARED FOR:
15001 Jefferson Ave,
NwsWt News, VA 23603
Otfior. (757) 549 -3013
C lite[
1101 Matthews —Mint His Rood
Matthews. NC 24502
Olfi= (704) 549 -1785
PROJECT INFORMATION:
PIEDMONT
COLLEGE
1800 MONTICELLO AVE.
CHARLOTTESVILLE, VA 22904
(ALBEMARLE COUNTY)
PLANS PREPARED BY: I
TOWER ENGINEERING PROFESSIONALS
3703 JUNCTION BOULEVARD
RALEIGH, NC 27603 -5263
OFFICE: (919) 661 -6351
SEAL:
GOLAM I M.
ANDRES
Lic. No. 44739
AL y„lWmber 19, 2008
2 1-19-08 CON5TRUCiI01\1
1 2 -14 -08 REVISED PRELIMINARY
0 5 -24 -07 PRELIMINARY
REV DATE ISSUED FOR:
DRAWN BY: KFO I CHECKED BY: NMC
SHEET TITLE:
GENERAL NOTES
SHEET NUMBER: REVISION:
N -1 2
iTEP M: 070220
ALLTEL GENERAL NOTES:
OWNERS REPRESENTATIVE FOR CONTRACT ADMINISTRATION:
A. NOTICE IS HEREBY SERVED THAT ALLTEL COMMUNICATIONS, INC. IS AUTHORIZED REPRESENTATIVE RESPONSIBLE
FOR THE DESIGN, DRAWINGS AND SPECIFICATIONS AND ACCEPTANCE OF MATERIALS AND WORKMANSHIP FOR
THIS PROJECT.
B. ACCORDINGLY, THE PURPOSES OF THE SPECIFICATIONS, THE TERMS "ENGINEER," OWNER'S ENGINEER,
INSPECTOR," AND OTHER REFERENCES TO THE PERSON OR PERSONS GRANTING APPROVAL, AUTHORITY OR
PERMISSION, CONDUCTING INSPECTIONS AND TESTS, OBSERVING THE WORK AND SO FORTH, SHALL BE DEFINED
AS AND UNDERSTOOD TO DENOTE THE OWNER OR HIS AUTHORIZED REPRESENTATIVE.
COORDINATION OF PLANS, SPECIFICATIONS AND SPECIAL PROVISIONS:
A. IN CASE OF DISCREPANCY, COMPUTED DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS; SUPPLEMENTAL
SPECIFICATIONS SHALL GOVERN OVER STANDARD SPECIFICATIONS; DEVELOPMENT SPECIFICATIONS SHALL
GOVERN SUPPLEMENTAL AND STANDARD SPECIFICATIONS; AND SPECIAL PROVISIONS SHALL GOVERN OVER
DRAWINGS, DEVELOPMENT, SUPPLEMENTAL, AND STANDARD SPECIFICATIONS.
LAYING OUT THE WORK:
A. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE OWNER WALL HAVE ESTABLISHED VERTICAL AND HORIZONTAL
CONTROLS THROUGHOUT THE SITE WHICH THE ENGINEER SHALL USE IN SETTING OUT THE WORK. THE
ENGINEER SHALL BE RESPONSIBLE FOR ESTABLISHING ALL LINES AND GRADES FOR ALL WORK UNDER THIS
CONTRACT. ALL REQUIRED LAYOUT SHALL BE DONE USING COMPETENT AND EXPERIENCED PERSONNEL UNDER
THE SUPERVISION OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR REGISTERED IN THE STATE WITHIN
WHICH THE PROJECT IS BEING DONE.
B. THE ENGINEER SHALL PROVIDE ALL LABOR AND INSTRUMENTS AND STAKES, TEMPLATES, AND OTHER MATERIALS
NECESSARY FOR MARKING ALL LINES AND GRADES. THE LINES AND GRADES SHALL BE SUBJECT TO ANY
CHECKING THE OWNER OR ENGINEER MAY DECIDE NECESSARY.
PERMITS AND LICENSES:
A. BEFORE STARTING WORK, THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED LICENSES, PERMITS
AND FEES.
CONTRACTOR'S OFFICE:
A. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN OFFICE WITH TELEPHONE AND FAX FACILITIES WHERE
HE OR A RESPONSIBLE REPRESENTATIVE OF HIS ORGANIZATION MAY BE REACHED AT ANY TIME WHILE WORK
IS IN PROGRESS. SUCH OFFICE MAY BE AT ANY LOCATION THE CONTRACTOR CONSIDERS DESIRABLE,
USE OF PUBLIC STREETS:
A. THE USE OF PUBLIC STREETS AND ALLEYS SHALL BE SUCH AS TO PROVIDE A MINIMUM OF INCONVENIENCE
TO THE PUBLIC AND TO OTHER TRAFFIC. ANY EARTH OR OTHER EXCAVATED MATERIAL SPILLED FROM TRUCKS
SHALL BE REMOVED BY THE CONTRACTOR AND THE STREETS CLEANED TO THE SATISFACTION OF THE OWNER.
CARE OF TREES, SHRUBS, AND GRASS:
A. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MAINTAINING IN GOOD CONDITION ALL CULTIVATED
GRASS PLOTS, TREES AND SHRUBS. WHERE MAINTAINED SHRUBBERY, GRASS STRIPS OR AREA MUST BE
REMOVED OR DESTROYED INCIDENT TO THE CONSTRUCTION OPERATION, THE CONTRACTOR SHALL, AFTER
COMPLETION OF THE WORK REPLACE OR RESTORE TO THE ORIGINAL CONDITION ALL DESTROYED OR DAMAGED
SHRUBBERY OR GRASS AREAS. TREE LIMBS WHICH INTERFERE WITH EQUIPMENT OPERATION AND ARE APPROVED
FOR PRUNING SHALL BE NEATLY TRIMMED AND TREE CUT SHALL BE COATED WITH A TREE PAINT.
OBSTRUCTIONS:
A. ALL WATER PIPES, STORM DRAINS, FIRE MAINS, GAS OR OTHER YARD PIPING, TELEPHONE OR POWER
CABLES OR CONDUITS, AND ALL OTHER OBSTRUCTIONS, WHETHER OR NOT SHOWN, SHALL BE LOCATED BY
THE VIRGINIA ONE CALL PRIOR TO THE START OF WORK.
DAMAGE TO EXISTING STRUTURES AND UTILITIES:
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND MAKE GOOD ALL DAMAGE BEYOND THE LIMITS OF THIS
CONTRACT TO ANY PAVEMENT, BUILDINGS. TELEPHONE OR OTHER CABLES, WATER PIPES. SANITARY PIPES,
OR OTHER STRUCTURES WHICH MAY BE ENCOUNTERED, WHETHER OR NOT SHOWN ON THE DRAWINGS.
B. INFORMATION SHOWN ON THE DRAWINGS AS TO THE LOCATION OF EXISTING UTILITIES HAS BEEN PREPARED
FROM THE MOST RELIABLE DATA AVAILABLE TO THE ENGINEER. THIS INFORMATION IS NOT GUARANTEED,
HOWEVER, AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION, CHARACTER
AND DEPTH OF ANY EXISTING UTILITIES. HE SHALL ASSIST THE UTILITY COMPANIES BY EVERY MEANS
POSSIBLE TO DETERMINE SAID LOCATIONS. EXTREME CAUTION SHALL BE EXERCISED TO ELIMINATE ANY
POSSIBILITY OF DAMAGE TO UTILITIES RESULTING FROM HIS ACTIVITIES.
ADJUSTMENTS OF UTILITY CASTINGS, COVERS, AND BOXES:
A. ALL EXISTING UTILITY CASTINGS, INCLUDING VALVE BOXES, JUNCTION BOXES, MANHOLES, HAND HOLES, PULL
BOXES INLETS AND SIMILAR STRUCTURES IN THE AREAS OF CONSTRUCTION THAT ARE TO REMAIN IN SERVICE
SHALL BE ADJUSTED BY THE CONTRACTOR TO BRING THEM FLUSH WITH THE SURFACE OF THE FINISHED WORK.
TESTS:
A. THE CONTRACTOR WILL PAY FOR ALL REQUIRED TESTS, EXCEPT THOSE PROVIDING SATISFACTORY OPERATION
OF EQUIPMENT. GENERALLY TESTS WILL BE COMPACTION AND DENSITY TESTS, SOIL- CEMENT QUALITY TEST,
CONCRETE QUALITY TESTS (CYLINDER BREAKS), PRESSURE LEAKAGE TESTS AND DISINFECTION. ON ASPHALTIC
CONCRETE AND PIPE. THE MANUFACTURER'S OR SUPPLIER'S CERTIFICATE THAT THE MATERIAL MEETS THE
REQUIREMENTS OF THE SPECIFICATION WILL BE ACCEPTED SUBJECT TO VERIFICATION BY THE OWNER'S ENGINEER.
ANY AND ALL TESTS WHICH HAVE TO BE REPEATED BECAUSE OF THE FAILURE OF THE TESTED MATERIAL TO
MEET SPECIFICATIONS SHALL BE PAID FOR BY THE CONTRACTOR. WATER REQUIRED FOR LEAKAGE TESTS SHALL
BE FURNISHED BY THE CONTRACTOR.
RECORD DRAWINGS:
A. DURING THE ENTIRE CONSTRUCTION OPERATION, THE CONTRACTOR SHALL MAINTAIN RECORDS OF ALL DEVIATIONS
FROM THE DRAWINGS AND SPECIFICATIONS AND SHALL PREPARE FROM THEM "RECORD" ORAWANGS SHOWING
CORRECTLY AND ACCURATELY ALL CHANGES AND DEVIATIONS FROM THE WORK MADE DURING CONSTRUCTION TO
REFLECT THE WORK AS IT WAS ACTUALLY CONSTRUCTED. THESE DRAWINGS SHALL CONFORM TO RECONGNIZED
STANDARDS OF DRAFTING AND SHALL BE NEAT AND LEGIBLE. RETAINAGE WILL BE WITHHELD UNTIL DELIVERY
OF THE SET OF "RECORD DRAWINGS IS MADE TO THE OWNER.
SUBSURFACE INVESTIGATION:
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING DETERMINED TO HIS SATISFACTION, PRIOR TO THE
SUBMISSION OF HIS BID, THE NATURE AND LOCATIONS OF THE WORK, THE CONFORMATION OF THE GROUND,
THE CHARACTER AND QUALITY OF THE SUBSTRATA, THE TYPE AND QUALITY 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 WHICH 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 WALL 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 OWNER'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 PERFORMED 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 ASSISTANCE TO PROVIDE THE NECESSARY
CORRECTIVE MEASURES. SUCH INCURRED COSTS, PLUS RELATED ENGINEERING COST, WILL 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 INSTALLATION 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 THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE
ARRANGEMENTS FOR THE FOLLOWING:
B. CLEAR ACCESS TO THE SITE FOR A "LOW -BOY" 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 EXTENT 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 SO 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 ELECTRICAL SERVICES.
D. THE CONTRACTOR SHALL TIE DOWN THE SHELTER TO THE FOUNDATION USING THE MOUNTING ANGLES PROVIDED
BY THE MANUFACTURER. FASTENERS INTO THE FOUNDATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
E. THE CONTRACTOR SHALL IMMEDIATELY COORDINATE CONNECTION OF THE SHELTER ELECTRICAL SYSTEM INTO
THE COMMERCIAL POWER SOURCE.
F. COMMERCIAL POWER MUST BE PROVIDED WITHIN 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 FIELD ENGINEER WHEN POWER IS CONNECTED TO THE CELL SITE.
THE FIELD ENGINEER WILL COORDINATE WITH THE MARKET, FOR NETWORK MANAGER OPTIMIZATION, AND
IMPLEMENTATION OF THE NEW CELL SITE FOR SERVICE.
1. SHOULD COMMERCIAL POWER NOT BE AVAILABLE WITHIN THIS TIME FRAME, THE CONTRACTOR SHALL PROVIDE A
STAND -BY GENERATOR CAPABLE OF PROVIDING POWER TO THE SHELTER FOR LIGHTING AND HVAC AND CELLULAR
EQUIPMENT OPERATION. IN GENERAL, A 40 KW 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. THE CONTRACTOR SHALL INSTALL THE EXTERIOR LIGHT FURNISHED WITH THE EQUIPMENT SHELTER. MOUNTING
BOX AND WIRING IS PRE - INSTALLED ON THE SHELTER. ONLY FINAL MOUNTING AND CONNECTION IS REQUIRED.
L. UPON COMPLETION OF THE ELECTRICAL SERVICE CONNECTIONS TO THE SHELTER, THE CONTRACTOR SHALL
IMMEDIATELY SCHEDULE AND COORDINATE ANY INSPECTION REQUIRED TO PLACE THE SHELTER INTO USEFUL
SERVICE, ALLOWING THE INSTALLATION OF THE EQUIPMENT INSIDE.
M. THE CONTRACTOR SHALL COORDINATE ACCESS TO THE EQUIPMENT SHELTER FOR ALL TELEPHONE INSTALLATION
CREWS AS WELL AS THE INSTALLATION CREWS OF THE OWNER DURING THE FINAL PHASES OF CONSTRUCTION
AT THE SITE.
PLANS PREPARED FOR:
WREFF �laLAs
15001 Jefferson Ave.
Newport News. VA 23603
Office: (757) 549 -3013
C.. lite[
1101 Molthees -Pint HE Rood
Mottheee, NC 24502
Office: (704) 649 -1765
PROJECT INFORMATION:
PIEDMONT
COLLEGE
1800 MONTICELLO AVE.
CHARLOTTESVILLE, VA 22904
(ALBEMARLE COUNTY)
PLANS PREPARED BY:
II
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TOWER ENGINEERING PROFESSIONALS
3703 JUNCTION BOULEVARD
RALEIGH, NC 27603 -5263
OFFICE: (919) 661 -6351
www.tepgroup.net
SEAL:
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2
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CONSTRUCTION
1
2 -14 -08
REVISED PRELIMdNARY
0
5 -24 -07
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: KCS ICHECKED BY: KMM
SHEET TITLE:
ALLTEL
GENERAL NOTES
SHEET NUMBER:
REVISION:
N-2
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TEP ®: 070220
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SCALE: N.T.S.
PLANS PREPARED FOR:
V
150M J•lter•an Avg.
NowI Nti•. VA 23603
Ol6ec (757) 549 -3013
C lite[
1101 MaltAhn -Mint Hill Rood
Mallnhn, NC 24502
Olfiec (704) 649 -1765
PROJECT INFORMATION:
PIEDMONT
COLLEGE
1800 MONTICELLO AVE.
CHARLOTTESVILLE, VA 22904
(ALBEMARLE COUNTY)
PLANS PREPARED BY:
� 1
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TOWER ENGINEERING PROFESSIONALS
3703 JUNCTION BOULEVARD
RALEIGH, NC 27603 -5263
OFFICE: (919) 661 -6351
www.tepgroup.net
SEAL:
Q =
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ANDRES
Lic. No. 44739
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m6e .19, 2008
2
1 1 -1 9 -08
CONSTRUCTION
1
2-14-08
FEVI5ED PRELIMINARY
0
5 -24 -07
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: TRG I CHECKED BY: GMA
SHEET TITLE:
LOCATION MAP
SHEET NUMBER:
REVISION:
C -1
2
TEP #: 070220
LEGEND
15001 Jeffanon Ave.
Naw ort News. VA 23603
EXIST. PROPERTY LINE
mi
EXIST. UTILITY POLE
Q
EXIST. TELCO PEDESTAL
PIEDMONT
PROPERTY CORNER
1800 MONTICELLO AVE.
EXIST. CONTOUR LINE
»�
EDGE OF PAVEMENT
--- OHW ---
OVERHEAD WIRE
--- R /W ---
RIGHT —OF —WAY
X —
CHAIN LINK FENCE
3703 JUNCTION BOULEVARD
I
OFFICE: (919) 661 -6351
EXISTING TREE LINE
SEAL:
PROPOSED TREE LINE
40.00
CITY OF
CHARLOTTESVILLE
'ST°A6�
- 66'33'55'
a' MOORES CREEK -------- 25.00'
-
N24-1 1' 1"
- -- - - -- 21_17
- NIP
/- UNIVERSITY OF VIRGINIA
N/F
A.C. DILLARD INC.
PIN. 77 -16
ZONING. RA
NOTES:
1. THE BASIS OF THE MERIDIANS AND COORDINATES FOR THIS
PLAT IS THE VIRGINIA STATE PLANE COORDINATE SYSTEM,
NORTH AMERICAN DATUM 1983 (VASPCS NAD 83), BASED
ON DIFFERENTIAL GPS OBSERVATIONS PERFORMED ON
ON MARCH 8, 2007.
2. VERTICAL INFORMATION SHOWN, BASED ON THE NORTH
AMERICAN VERTICAL DATUM OF NAVD 1988 IN FEET.
3. ALL DISTANCES ARE GROUND UNLESS OTHERWISE NOTED.
4. THE EXISTING LOCATION OF THE BUILDING IS LOCATED IN
FLOOD ZONE "X ", AREAS OUTSIDE 100 -YR FLOOD PLAIN
(FEMA /FIRM COMMUNITY 51003C PANEL NUMBER 0288 D,
DATED FEBRUARY 4, 2005).
NIP
CITY OF
CHARLOTTESVILLE
PIN. 77E f -1
ZONING. RA
SITE PLAN
SCALE: 1" = 150'
E
�566'33'S5 "E NIP
128.6 ' CITY OF
CHARLOTTESVILLE -
PIN. 77- 15A f
\ , ZONING: RA %
4
268,46 `�- *-9
5'53 "E
93.78'
FOUNDATION.��_
42491'51 "E PIN. 77 -25
78.83' DEED BOOK 687, PC. 183 y
ZONING: RA
PROPOSED ROUTE OF
POWER /TELCO. SEE
SHEET C -3 FOR DETAILS 1 1 1
--- -395
+1 " 5400
T9
A /Q
i
fjj� o T12
/
PROPOSED MONOPOLE.
SEE SHEET C -4
FOR DETAILS.
90' TOWER FALL ZONE
PROPOSED EQUIPMENT
BY ALLTEL. SEE SHEET
C -5 FOR COMPOUND
DETAIL
PROPOSED ALLTEL
40'x40' LEASE AREA —
EXISTING ASPHALT
DRIVEWAY
6t,
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/
/
/
pN�� / `--♦SIGHT DISTANCES
/ 4 AT THE ENTRANCE
TO TOWER SITE
/
/
/
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/
/
/
PROPOSED 20" ACCESS
AND UTILITY EASEMENT
0 150 300
SCALE IN FEET
PLANS PREPARED FOR:
15001 Jeffanon Ave.
Naw ort News. VA 23603
Offish (757) 549 -3013
C lite[
1101 Mollha" -Mint NO Rood
Matthews, NC 24502
Offs (704) 849 -1785
PROJECT INFORMATION:
PIEDMONT
COLLEGE
1800 MONTICELLO AVE.
CHARLOTTESVILLE, VA 22904
(ALBEMARLE COUNTY)
PLANS PREPARED BY:
/1
TOWER ENGINEERING PROFESSIONALS
3703 JUNCTION BOULEVARD
RALEIGH, NC 27603 -5263
OFFICE: (919) 661 -6351
www.te roup.n t
SEAL:
ANDRES
Lic. No. 44739 :
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ember 25, 2009
4
09 -25 -09
ARB REVISIONS
3
01 - 16 -09
REVISED PER COUNTY
2
1 1-19-08
CONSTRUCTION
1
2 -14 -08
PEVI5ED PRELIMINARY
0
5 -24 -07
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: C5L ICHECKED BY: GMA
SHEET TITLE:
SITE PLAN
SHEET NUMBER:
REVISION:
C -2
4
TEP N: 070220
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SEE SHEET C -4 i i, �i� 1
PROPOSED 20' ACCESS
FOR DETAILS.
/� / //� j AND UTILITY EASEMENT
�j
i v / PROPOSED UTILITY TR�NCH„y�
PROPOSED E6UIPMENT BY , TS _�� � � SEE NOTE, THIS SHEET.////',/
ALLTEL. SEE SHEET C -5 ��� �i 310, , / /;j�� /�'
FOR COMPOUND DETAIL 2°
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PROPOSED ALLTEL
40'X40' LEASE AREA
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NOTE:
CONTRACTOR TO COORDINATE PROPOSED ROUTE WITH
LOCAL UTILITIES AND ENSURE THE UTILITY TRENCH
DOES NOT DISRUPT THE ROOT SYSTEM OF EXISTING
TREES. ROUTE MAY DIFFER FROM SHOWN.
/x:�
SITE LAYOUT
SCALE: 1" = 50'
TREE
TYPE
CALIPER
HEIGHT
T1
GUM
8"
50'
T2
GUM
6"
51'
T3
PINE
14"
62'
T4
PINE
12"
60'
T5
PINE
12"
57'
T6
PECAN
14"
57'
T7
PECAN
16"
83'
T8
PECAN
48"
76'
T9
MAGNOLIA
30"
56'
T10
HARDWOOD
14"
45'
Tll
GUM
12"
50'
T12
PECAN
26"
86'
T13
PECAN
30"
60'
T14
PECAN
30"
85'
0 5.0 100 I
SCALE IN FEET
PLANS PREPARED FOR:
15001 JsllaroM Am
Nswpwt News, VA 23603
Offim (757) 549 -3013
� lite[
1101 Mollhm —Mint Nil Rood
Motthsws, NC 24502
OlficC (704) 049 -1765
PROJECT INFORMATION:
PIEDMONT
COLLEGE
1800 MONTICELLO AVE.
CHARLOTTESVILLE, VA 22904
(ALBEMARLE COUNTY)
PLANS PREPARED BY:
A
1
IN
INS
TOWER ENGINEERING PROFESSIONALS
3703 JUNCTION BOULEVARD
RALEIGH, NC 21603 -5263
OFFICE: (919) 661 -6351
www.tepgroup.net
SEAL:
�Z
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AM M.
ANDRES •
Lic. No. 44739 ?
~�0
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. em6ee 25, 2009
4
09 -25 -09
APB REVISIONS
3
0 1- I G -09
REVI5ED PER COUNTY
2
1 1-19-08
CONSTRUCTION
1
2-14-08
PEVI5ED PRELIMINARY
0
5 -24 -07
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: TRG I CHECKED BY: GMA
SHEET TITLE:
SITE LAYOUT
SHEET NUMBER:
REVISION:
C
4
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TEP /: 070220
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Mollhsws, NC 24502
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PROJECT INFORMATION:
PIEDMONT
COLLEGE
a
W
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3703 JUNCTION BOULEVARD
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15001 .Nflrsm Ave.
Nswprt Nsws. VA 23603
W
C lite[
1101 MOtlhfws -Mint Ni Rood
Mollhsws, NC 24502
Olfxm (704) 649 -1765
PROJECT INFORMATION:
PIEDMONT
COLLEGE
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4
09 -25 -09
ARE, REVISIONS
3
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REVI5ED PER COUNTY
2
II -19 -08
CONSTRUCTION
0
J I
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PLANS PREPARED FOR:
�0
15001 .Nflrsm Ave.
Nswprt Nsws. VA 23603
Olria: (757) 549 -3013
C lite[
1101 MOtlhfws -Mint Ni Rood
Mollhsws, NC 24502
Olfxm (704) 649 -1765
PROJECT INFORMATION:
PIEDMONT
COLLEGE
1800 MONTICELLO AVE.
CHARLOTTESVILLE. VA 22904
(ALBEMARLE COUNTY)
PLANS PREPARED BY'
X
`,
ARMS
\N
TOWER ENGINEERING PROFESSIONALS
3703 JUNCTION BOULEVARD
RALEIGH, NC 27603 -5263
OFFICE: (919) 661.6351
www.te ro .n
SEAL:
GRAHAM M. �+
ANDRES
Lic. No. 44739 ?
�f�ONAL
$�G
ber 25, 2009
4
09 -25 -09
ARE, REVISIONS
3
O 1- I G -09
REVI5ED PER COUNTY
2
II -19 -08
CONSTRUCTION
1
2 -14 -08
REVI5ED PRELIMINARY
0
5 -24 -07
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: C5L I CHECKED BY: GMA
SHEET TITLE:
TOWER ELEVATION
SHEET NUMBER:
REVISION:
C -4
4
TEP #: 070220
1 \
1
1
PROPOSED 4" OF #57 v
STONE ON GEOSYNTHETIC � vv
FABRIC TO EXTEND 12' \
OUTSIDE OF COMPOUND. \
t
\\ 15' -0" \ \
j
�PROPOSED 15'
`— WIDE PARKING
x PROPOSED ICE PROPOSED SERVICE RACK I SPOT —
✓ %�j BRIDGE. SEE SHEET W/ METER. SEE SHEET \ _
C -10 FOR DETAILS. C -9, FOR DETAILS. 7
PROPOSED 12' WIDE PAVED
/ o \ ACCESS ROAD. /
—0"
I i i
PROPOSED
EQUIPMENT PLATFORMS
vv A v BY ALLTEL. SEE SHEET
C -6 FOR EQUIPMENT - -'
LAYOUT. - - - - - -.
_. _.._.
\
\ C14 I x � PROPOSED 90' PROPOSED ROTATING
\ MONOPOLE. SEE SPOTLIGHT MOUNTED ON \
vv i SHEET C -4 FOR 3" SCH40 PIPE. SEE vvv EXISTING BUILDING.
(TYP)
X X X
\ \ DETAILS. SHEET C -6 FOR DETAIL.
v A 1 1
I �� �
V A �
V `
PROPOSED 36'X36' FENCED � \
\ \ \COMPOUND BY ALLTEL. SEE
\ SHEET C -12 FOR DETAILS.
FE0m::p:OUND DETAIL
SCALE: 1" = 10'
0 10 20
SCALE IN FEET
PLANS PREPARED FOR:
YM��1wiNlteA
15001 Jefferson Ave.
Newfwrt News, VA 23603
Office: (757) 549 -3013
C lite[
1101 Molthewe —Mint Nil Rood
Motlhew% NC 24502
Offim (704) 649 -1765
PROJECT INFORMATION:
PIEDMONT
COLLEGE
1800 MONTICELLO AVE.
CHARLOTTESVILLE, VA 22904
(ALBEMARLE COUNTY)
PLANS PREPARED BY:
1
TOWER ENGINEERING PROFESSIONALS
3703 JUNCTION BOULEVARD
RALEIGH, NC 27603 -5263
OFFICE: (919) 661 -6351
www1e coup.
SEAL:
!-
u ANDRES
Lic. No. 44739 ?
A
0
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* 'rONA1L
bes 19, 2008
I
1- 1 9 -08
CONSTRUCTION
L
2- 1 4 -08
REVISED PRELIMINARY
5 -24 -07
PRELIMINARY
V1
DATE
ISSUED FOR:
DRAWN BY: C51 CHECKED BY: GMA
SHEET TITLE:
COMPOUND
DETAIL
SHEET NUMBER:
REVISION:
2
C -5
TEP /: 070220
C,
d
EQUIPMENT PLAN
SCALE: J6" = 1' -0"
PROPOSED CONCRETE
PAD. SEE SHEET C -5
FOR DETAILS.
PROPOSED PLATFORMS.
SEE SHEET C -5 FOR
DETAILS.
0 2 4
SCALE IN FEET
NOTE:
PROPOSED LIGHT TO BE FIXED SUCH THAT IT
WILL NOT SHINE AT AN ANGLE GREATER THAN
90 DEGREES FROM THE GROUND. PROPOSED
LIGHT IS TO BE USED FOR MAINTENANCE
PURPOSES ONLY.
io
I
i�
LIGHT POST MOUNT
SCALE: )i" = 1' -0"
HUBBLE DFS- 1751-18 -1
MAINTENANCE LIGHT WITH
)¢- SWIVEL KNUCKLE (OR
APPROVED EOUIVALENT).
PROPOSED 3"
SCH40 MOUNT
PIPE.
EXTERIOR WATERPROOF
BELL BOX W /GFI
PROTECTED CONVENIENCE
OUTLET TO 15 AMP
SINGLE PHASE BREAKER
IN PPC
PLANS PREPARED FOR:
15001 ,Isllsrson Ave.
Namort Ns+s. VA 23603
Olfiet (757) 549 -3013
C lite[
1101 Motthsn —Mint HN Rood
Motthtis, NC 24502
Olfim (704) 649 -1765
PROJECT INFORMATION:
PIEDMONT
COLLEGE
1800 MONTICELLO AVE.
CHARLOTTESVILLE. VA 22904
(ALBEMARLE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
3703 JUNCTION BOULEVARD
RALEIGH, NC 27603 -5263
OFFICE: (919) 661 -6351
SEAL:
)kNDRES
Lic. No. 44739
L'9f'iA Member 19, 2008
2 1 1 1- 1 9 -08 CONSTRUCTION
L REV2- 1 4 -08 PEVI5ED PRELIMINARY
5 -24 -07 PRELIMINARY
DATE ISSUED FOR:
DRAWN BY: R5Z I CHECKED BY: JRh
SHEET TITLE:
EQUIPMENT
PLAN
SHEET NUMBER: REVISION:
2
C -6
TEP #: 070220
x
EQUIPMENT LAYOUT
SCALE: %" = l' -0"
L4'-2" 1
ELEVATION B
SCALE: %" = 1' -0"
Q
0 2 4
SCALE IN FEET
❑0
I
Ln
0 2 4
SCALE IN FEET
ELEVATION C
SCALE: %" = V -0"
ELEVATION A
SCALE: )y" = 1' -0"
00
L4' -11" _I
0 2 4
mmmw
SCALE IN FEET
N
N
E PANEL
I
to
0 2 4
SCALE IN FEET
0
I
to
ELEVATION D 0 2 4
SCALE: fib" = 1' -0" SCALE IN FEET
PLANS PREPARED FOR:
Ilw'/�wiNsss
15001 Jefferson Ave.
Newport News, VA 231103
Olfim (757) 549 -3013
C Me[
1101 Matthews -Mint Hit Rood
Matthews. NC 24502
Offtc (704) 849 -1705
PROJECT INFORMATION:
PIEDMONT
COLLEGE
1800 MONTICELLO AVE.
CHARLOTTESVILLE, VA 22904
(ALBEMARLE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
3703 JUNCTION BOULEVARD
RALEIGH, NC 27603 -5263
OFFICE: (919) 661 -6351
SEAL:
OR #4m M.
ANDRES
Lic. No. 44739
L' her 19, 2008
2 1 1 1-19-08 CONSTRUCTION
I ---T 4 -08 REVISED PRELIMINARY
0 5 -24 -07 PRELIMINARY
REV DATE ISSUED FOR:
DRAWN BY: TRG I CHECKED BY. ATti
SHEET TITLE:
CABINET
ELEVATIONS
SHEET NUMBER: REVISION:
C -7 2
TEP j1: 070220
NOTE:
PLANS PREPARED FOR:
CONTRACTOR TO VERIFY
MOUNTING HOLE LOCATIONS
PRIOR TO CONSTRUCTION.
B
(�` C
PO llke! <
15001 .Nl Avs
NGNP* t News. VA 23603
Office (757) 549 -3013
5' -3%'
L
° "
C801.5
lite[
I
n°
I
n I
I
--------- ------
-- --- --- --
PROPOSED W8x10
TO BE WELDED TO
CHANNEL
1101 mOtlhewg-mint HN Rood
Matthews, NC 24502
Office (704) 649 -1765
PRO JECT INFORMATION:
N °
I Qx0
C C
-(6
PIEDMONT
COLLEGE
'
°
I
1 n
1800
1800 MONTICELLO AVE.
CHARLOTTESVILLE, VA 22904
(ALBEMARLE COUNTY)
-------- - -
- - -- —
PLANS PREPARED BY:
6' -5346"
CABINET MOUNTING HOLES
ON TOP OF CHANNEL
-- ------ - - - - --
1�
�1
'r
�
:`
TOWER ENGINEERING PROFESSIONALS
3703 JUNCTION BOULEVARD
RALEIGH, NC 27603 -5263
FRAMING PLAN ° 2 4
SCALE: 74" = 1' —O° SCALE IN FEET
SECTION DETAIL q
SCALE: 3" = 1' -0" C C
OFFICE: (919) 661 -6351
C
www.te roup,net
SEAL: i 0
C C
FINISHED GRADE
�� \xAA���
//�
v
4'-2-
3' -0"
a
a ^
A/
\j� /
\'
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O \//
cax11.5 �� ~V
FINISHED GRADE
nx/ �\ i
o /�A /VA��
a / �\
,
o G AM
ANDRES
Lic. No. 44739 2
L4pNXA 6es19,2(X)8
2
I I- 9 -08
CONSTRUCTION
I
2-14-08
PEVI5ED PRELIMINARY
0
5 -24 -07
PRELIMINARY
n
3" CLR
TYP
n
n n.
a
4'- 2 "xl'- 6 "x2' -0" DEEP
3,000 PSI CONCRETE
FOUNDATIONS
(TYP. OF 4)
(2) N4 BARS
(4) Na BARS
If
3" CLR
TYP
��� a �" HILTI HIT HY -150
° n WITH MIN EMBEDMENT
OF 6 %" EPDXY INTO
CONCRETE USING HILTI
INJECTION ADHESIVE
V-6-
OR APPROVED EQUAL.
REVI
DATE
ISSUED FOR:
DRAWN BY: ;72 CHECKED BY: JRti
SHEET TITLE:
FRAMING
L
PLAN N FOUNDATION
DETAILS
SECTION DETAIL B
SCALE: 3'4" = 1' -0" C$ C
0 1
SCALE IN FEET
2
SECTION DETAIL
SCALE: -Y4" = 1' -0"
0 , 2
GCC SCALE IN FEET
SHEET NUMBER: REVISION:
C �$ 2
TEP N: 070220
PROPOSED SURGE PROTECTOR
PROPOSED SLOTTED GALVANIZED \ 6' -6"
SQUARE SUPPORT RAIL BY ANDREW
(P /N: MT -504) OR EQUIVALENT
UNISTRUT (ZINC PLATED) -�
PROPOSED CAM -LOCK
BOX PROVIDED WITH
SHELTER
NOTE:
MOUNT CABINETS
PER MANUFACTURER'S
INSTRUCTIONS
TO GROUND
ROD
PPC FRAME DETAIL
SCALE: %" = 1' -0"
o_
I
.n
0
I
i `L
■■
LE
if 1
m
I
—l0 0
8 +
TELCO
STRAP
(TYP)
• D I I 1 I
I I I I
I I I I
I 1 I I "
1 y
I 1 I l
`C
1 1
'x %
pI r I I
I I V 1 1
I I
J I GROUND RING I I
I I
1 I I I
L J CONCRETE L J
r1 � 1' -0•'
(MIN TYP)
GROUND
ROD
SERVICE RACK ELEVATION
PROPOSED METER
PROPOSED END CAP
BY ANDREW (P /N: PC -034)
416
PROPOSED SHEAR STOP
PL 3 "xY4 "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 3h "0074"
PLAIN END PIPE BY ANDREW
(P /N: MT- 547 -174) TRIM
AS REQUIRED
PROPOSED U -BOLT BY ANDREW
(P /N: GLIB -4356) (TYP)
GROUND
ROD
REFERENCE FOUNDATION
NOTES ON SHEET C -8.
PLANS PREPARED FOR:
�d900
15001 Jefferson Are.
NawWt Nees. VA 23603
Ofrie (757) 549 -3013
it.
1101 Motlhem —Mint HE Rood
Mollhe.M NC 24502
Olr— (704) 649 -1765
PROJECT INFORMATION:
PIEDMONT
COLLEGE
1900 MONTICELLO AVE.
CHARLOTTESVILLE, VA 22904
(ALBEMARLE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
3703 JUNCTION BOULEVARD
RALEIGH, NC 27603 -5263
OFFICE: (919) 661 -6351
www.teDarouD.net j
SEAL:
'GRAHAM M.
ANDRES
Lic. No. 44739
I ''XoZ1FJVAL !.'j I V6e, 19, 2008
2 1 1 1-19-08 1 CONSTRUCTION
1 2 -14 -08 REVISED PRELIMINARY
O 5 -24 -07 PRELIMINARY
REV DATE ISSUED FOR:
DRAWN BY. CMT I CHECKED BY: KMM
SHEET TITLE:
SERVICE
RACK DETAILS
SHEET NUMBER: REVISION:
0 2 4 C-9 2
SCALE IN FEET TEP N: 070220
FIELD VERIFY PLACEMENT
OF ICE BRIDGE SUPPORT
POSTS
V -0
MAX
TRAPEZE COAX
SUPPORTS
(TYPICAL)
NOTES:
1. 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: 81841) OR AN APPROVED EQUIVALENT.
PROPOSED GPS ANTENNA
(SEE NOTE 3 ON THIS SHEET).
3' -10"
/X\
\ /V� /A /AA /�A /� /A/ '\,
/
/ / \ \ //% X/ X'
�
�, /Vv /� ���� �V / \/ ���VA A X ,
\%AA /AA /A %A� /i
/ /' // /'/
V / /V / /V / /V / /V / /V/ /'vim /x���� /vA / /V / %V / /V / /w //�
ICE BRIDGE DETAIL
SCALE: %" = 1' -0"
fl % 777
Di J
a w a
Q
0
N
of O
x m a
w a.
U
7
\ \ \
01 o+ a
I I I
LO to i,
FINISHED GR
ISOMETRIC VIEW
SCALE: N.T.S.
Q 2 4 SIDE VIEW
SCALE IN FEET SCALE: 3b" = 1' -0"
\'X/A
I" WIDE BRIDGE
NNEL
I" LONG UNISTRUT
(6) -74" 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)
4" OF #57 STONE
0 2 4
SCALE IN FEET
PLANS PREPARED FOR:
IIMrfgNt�iBlBls
15001 dsllsnsn Avg.
HswWt News, VA 23603
Olfmm (757) 549 -3013
C lite[
1101 Mal thews-Mint Hit Rood
Matthews. MC 24502
Ol6ec (704) 849 -1755
PROJECT INFORMATION:
PIEDMONT
COLLEGE
1800 MONTICELLO AVE.
CHARLOTTESVILLE, VA 22904
(ALBEMARLE COUNTY)
PLANS PREPARED BY:
11
'r
1
TOYYER ENGINEERING PROFESSIONALS
3703 JUNCTION BOULEVARD
RALEIGH, NC 27603 -5263
OFFICE: (919) 661.6 1
www.te roi
SEAL:
�o GRAHAM
AND RES
Lic. No. 44739 ?
A �
her 19, 2008
2
1 1-19-08
CONSTRUCTION
1
2-14-08
PEVI5ED PRELIMINARY
0
5 -24 -07
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: KKAJ CHECKED BY: GMA
SHEET TITLE:
ICE BRIDGE
DETAILS
SHEET NUMBER:
REVISION:
CIN&
1 0
Z
TEP N: 070220
\
i
PROPOSED SILT
FENCE 1
1 �v
1
1 �
1 �
1
1
1
\ 1
\
\ �� - -- 397 - -�
\
\
GRADING PLAN
SCALE: 1" = 10'
NOTES:
1. GEOTEXTILE FABRIC TO BE FASTENED SECURELY TO
FENCE POST BY USE OF WIRE TIES OR HOG RINGS.
3 FASTENERS PER POST.
2. ENDS OF INDIVIDUAL ROLLS OF GEOTEXTILE SHALL BE
SECURELY FASTENED TO A COMMON POST OR OVERLAPPED
3• (MINIMUM).
3. THIS DEVICE IS INTENDED TO CONTROL SHEET FLOW ONLY.
IT WILL NOT BE USED IN AREAS OF CONCENTRATED FLOW
WITH A DRAINAGE AREA OF )4 ACRE OR
MORE.
SILT FENCE DETAIL
SCALE: N.T.S.
A
TREE DRIP
LINE
\ I- - - -- 399 -�,♦ ♦', a
� 11
\
\ll
\j1
1
1 \\
1
\
1 `
\ �
�
1
1
1
/
\
V
I
r-- e•
M,qy
CpNSTR�cr /p
4"p"
\
PROPOSED ACCESS
DRIVE -1
\ ` EXISTING
v _BUILDING
\
\
TREE PROTECTION
\ J
LINE MUST CONTINUE
v AT TREE DRIP LINE
-AROUND TREE. r/
Y//
1b, 0
i
EXISTING ACCESS
DRIVE 7 /
0 10 20
SCALE IN FEET
PROVIDE 1" TUCK WITH ROPE
IN THE HEM.
FENCE POSTS SHALL BE ROUGH OR
FINISHED 2h "x2" (NOMINAL) OR
2)2" 0 WOOD OR SCHEDULE 40
METAL PIPE. 5' MINIMUM LENGTH.
DRIVEN 18" MINIMUM INTO GROUND.
GEOTEXTILE (CLASS F)
EMBED APPROX. 8" OF
GEOTEXTILE BACKFILL
TRENCH WITH EARTH.
COMPACT THOROUGHLY.
TRENCH APPROXIMATELY
4" DEEP X 6" WIDE
i
i
i
i
NOTES:
1. THE PROPOSED TOWER LOCATION DOES NOT INTERFERE
WITH DRIP LINE ABOVE.
2. CONTRACTOR SHALL PERFORM TASK AS FOLLOWS TO
INSURE PROTECTION OF SURROUNDING TREES:
A. SITE SHALL BE CLEARED WITHOUT THE USE OF HEAVY
EQUIPMENT.
B. A 4 " -8" LAYER OF WOOD CHIPS SHALL BE PLACED
IN THE AREA OF THE SITE WHERE HEAVY EQUIPMENT
MAY BE USED.
C. INSTALL AN ORANGE TREE PROTECTION FENCE AND
SILT FENCE AS SHOWN.
D. BUILD THE SITE.
E. MOVE TREE PROTECTION FENCE OUTSIDE COMPOUND
AND SILT FENCE
F. PLACE 4" OF GRAVEL WITHIN THE FENCED AREA OVER
THE WOOD CHIPS.
PLANS PREPARED FOR:
rN'�Z�IWNMkAs
15001 Jefferson Ave.
Newport Nws. VA 23803
Office: (757) 549 -3013
C lite[
1101 Mollhws —Mint Ni Rood
MOtthw% NC 24502
Office (704) 849 -1785
PROJECT INFORMATION:
PIEDMONT
COLLEGE
1800 MONTICELLO AVE.
CHARLOTTESVILLE, VA 22904
(ALBEMARLE COUNTY)
PLANS PREPARED BY:
TOWER ENGINEERING PROFESSIONALS
3703 JUNCTION BOULEVARD
RALEIGH, NC 27603 -5263
OFFICE: (919) 661 -6351
SEAL:
G
w Lic. No. 44739 _
Ar
0
OVAL ember 25, 229
4 09 -25 -09 AR6 REVISIONS
3 01-1 G -09 REVISED PER COUNTY
2 1 1- 1 9 -08 CONSTRUCTION
I 2- 4 -08 REVISED PRELIMINARY
IREVI DATE I 155UtU rem:
DRAWN BY: C5L I CHECKED BY: GMA
SHEET TITLE:
GRADING PLAN
SHEET NUMBER: REVISION:
4
CA 1
TEP 0: 070220
STYMIELOCK OR APPROVED GALV/ 3 STRANDS OF 12 GA.
1 %" O.D. PLUNGER ROD EQUAL TO BE ATTACHED TO BARBED WIRE WITH 4 POINT
STRETCHER BARS FULL HEIGHT NOT GATE FRAME BARBS m 3' -0" O.C. 10' 0" O.C. MAX.
LESS THAN -)(s' x 3%" MIN. CROSS \ 5' -0" O.C. MIN.
SECTION ON ALL GATES AND POSTS 1)¢" BRACE SCH40 PIPE
3" SCH40 PIPE
CORNER & GATE
POST SCH40 BRACE
PIPE USED ON CORNERS
& WHERE FENCE IS 3 TENSION BAR
STEEL TRUSS ROD SPANS OR LESS
WITH TURNBUCKLE AT o
ALL GATE CORNERS
GATE & END PANELS." BRACE ROD I
2)k" SCH40 PIPE
INTERMEDIATE POST
HORIX. & VERT. l i I 1 9 GA. 2 "x2" ` al I - _ I J I •1
I' 1 24 I: I f ; 1 FENCE FABRIC { 1 I• I I: I I°
1. 1 I I I• I L. I• :I PIPE JOINED W/
1' u j ). I I • I L J� LINE RAIL CLAMP u I
L' ,J 1' -6 L'•_ J 6 L• J
L,_..� "12- VARIES 12' -0" 2' -0" FOR ALL POST IN ROCK
NOTES. MIN. 3' -6" FOR ALL POSTS
IN SOIL OR 6" BELOW FROST
1. GATE LATCH: 1 - %" O.D. PLUNGER ROD WITH MUSHROOM TYPE CATCH AND LOCK, KEYED ALIKE FOR ALL LINE - WHICHEVER IS GREATER
SITES IN A GIVEN MTA.
2. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT SHALL BE COMPLIED IF REQUIRED.
3. HEIGHT = 7' VERTICAL (UNLESS NOTED OTHERWISE) OR MATCH EXISTING FENCE (IF APPLICABLE AND
1' BARBED WIRE VERTICAL DIMENSION.
4. WARNING SIGNS USING THE INTERNATIONAL SYMBOL OF ELECTRICAL SHOCK HAZARD SHALL BE FURNISHED 1' -0" 6"
AND INSTALLED ON THE EXTERIOR OF ALL SIDES OF THE MAIN PERIMETER FENCE AND THE GATE. ADDITIONALLY, 6"
SIGNS SHALL BE FURNISHED AND INSTALLED THAT STATE "NO TRESPASSING" IN ENGLISH. THE SIGNS SHALL BE
IMPERVIOUS TO WEATHERING AND BE MOUNTED TO AVOID EASE OF REMOVAL BY VANDALS. 45'
5. MAXIMUM 1)�- GAP UNDER FENCE.
6. ALL OPEN POST REQUIRE CAPS. 3- STRAND BARBED WIRE
AT FENCE & GATE
7. INSTALL DUCK BILL OPEN GATE HOLDER. VERIFY LOCATION IN FIELD PRIOR TO INSTALLATION. TOP RAIL
8. TENSION WIRE: 6 GA. MIN. GALVANIZED STEEL, SHOULD BE CONTINUOUS.
TYPICAL FENCE ELEVATION CHAIN LINK FENCE FABRIC
SCALE: N.T.S.
LINE POST 10' O.C. MAX.
M
VARIES
I of I° 1
00 I U.� °
I^ I
I I CONCRETE
10"
GATE STOP / KEEPER DETAIL
SCALE: N.T.S.
FINISHED G ^' 11
CONCRETE
" ^TAL GATE DETENT
TALL W/ SLOT
RALLEL TO FENCE
GATE DETENT DETAIL
SCALE: N.T.S.
24"
EXTEND BARRIER & STONE
1' -0" BEYOND FENCE ON
ALL 4 SIDES
4" NO. 57
GRADATION
15001 Jefferson Ave.
Ne-wt News. VA 23603
f
FINISH GRADE
f -
1101 Matthews —Mint HE Rood
Matthews. NC 24502
Wks: (704) 849 -1755
PROJECT INFORMATION:
PIEDMONT
GEOTEXTILE
3 3
FABRIC
i u
I� DRILLED PIER
FILL MATERIALS
3000 PSI CONCRETE
LL_J
DEPTH VARIES
1�
L 6„
FENCE / BARBED WIRE ARM DETAIL
SCALE: N.T.S.
PLANS PREPARED FOR:
15001 Jefferson Ave.
Ne-wt News. VA 23603
Offcs: (757) 549 -3013
� lite[
1101 Matthews —Mint HE Rood
Matthews. NC 24502
Wks: (704) 849 -1755
PROJECT INFORMATION:
PIEDMONT
COLLEGE
1800 MONTICELLO AVE.
CHARLOTTESVILLE, VA 22904
(ALBEMARLE COUNTY)
PLANS PREPARED BY:
A,I
1)
k\
SO
\�
TOWER ENGINEERING PROFESSIONALS
3703 JUNCTION BOULEVARD
RALEIGH, NC 27603 -5263
OFFICE: (919) 661 -6351
wwwlepgroup.ne
SEAL: �t
ES t
Z w Lic. No. 44739 2
NO �qw
**1 6
L 1_��
m6er 19, 2008
2
1 1- 1 9 -08
CONSTRUCTION
1
2 -14 -08
PEVI5ED PRELIMINARY
0
5 -24 -07
PRELIMINARY
REV
DATE
ISSUED FOR:
DRAWN BY: EBM I CHECKED BY: J 13
SHEET TITLE:
FENCE
DETAILS
SHEET NUMBER:
REVISION:
C -12
2
ITEP
/: 070220