HomeMy WebLinkAboutVA199900032 Correspondence 1999-12-07 CFR'
COMMUNICATIONS
1150 Shenandoah Village Drive 540 946-1850
P.O. Box 1328 FAX: 540 932-2210
Waynesboro, Virginia 22980-0909
December 7, 1999
Ms. Jan Sprinkle
Department of Zoning
County of Albemarle
401 McIntire Road
Room 227
Charlottesville, VA 22902
Dear Ms. Sprinkle,
Please find enclosed construction drawings of our site CV307, Pantops for your review
and submission with the application.
Call me if you have any questions or concerns I look forward to working and meeting
you in the near future.
Sincerely,
l %,) gaff
Paula J. Figgatt -`-"
Site Acquisition Specialist
(540)-946-7296
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WIRELESS
A L BEMA RL E WRGINIA
211
COUNTY PANTOPS
CV307
INDEX:
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,� TITLE
1 LOCATION
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Y 2 ELEVATION
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' 3 0 .f e . 3 SITE PLAN
i a<,,,,› / ` USE ` 3A H FRAME
9 fantops Shop 4%,,i,i j'")\ .....,414.) LI ANTENNA GROUND DETAIL
U c1 Qa/ .,,I... 5 ANTENNA DESIGNS
' ' _'C� 6 STRUCTURAL DETAILS/ PAD
ep 7 STRUCTURAL DETAILS
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VICINITY MAP APPROVED BY: DATE:
NOT TO SCALE ENGINEER:
SITE LATITUDE: 38° 01 52.5" N DIRECTOR:
SITE LONGITUDE: 78° 27' 17" E
CONTRACTOR:
Cl)
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HENNESSY_i �(20
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CABINET o 0 o .6.‘ FOR CONDUIT
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6" ► 10'X10'X4"CONCRETE PAD 0
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(: II Date:
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Sheet#:
NOTE: 2
"H"FRAME TO BE MADE UP OF 3"
SC. 40 GALVANIZED PIPE AND
UNI-STRUT PLACED TO FIT INSTALLATION.
SUPPORT STRUCTURE MUST BE SUBMITTED A
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TO CFW FOR APPROVAL PRIOR TO INSTALLATION H 4
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GRADE LEVEL 3
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GROUND TO LIGHTNING
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GROUND LEVEL
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PAD SURFACE SHALL RECEIVE
A SMOOTH TROWEL FINISH Ulla :tic
1" CHAMFER EQUIPMENT FOUNDATION NOTES: (ill mo.
(TYP ALL SIDES) 2.-0"
\ 6' MINIMUM CONCRETE SLAB E. CONCRETE COVER AROUND REINFORCING BARS (U.N.O.) SHALL BE.
2' (CLR) 1. GENERAL
1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH 3"
�� X x
2' EXPOSED
A. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION 2. CONCRETE EXPOSED TO EARTH, WEATHER 2'
EXISTING AND k k k x • mil POLY ON SAFETY. 3. SLABS 3/4'
4. ALL OTHER CONCRETE I 1/2'
FINISH GRADE CONCRETE UNDISTURBED SUBGRADE
B. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES F. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPUCES
•...%/#%%.j BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY
'���'����-.•'. •'oo'. '•o•:•' oo••o•oo°'oo°000°oo°oo°°oo°°aoo°oO°'o°°'o°°'oo°'oSHALL MEET CLASS B, TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL
'����� ••o �0000-.•'.0 oonoo°oo o°oo°.•,.oo°oo°O 0..oo°Oo°p OoopOoo°oo°Ooo°•
LOCATED ALL AND DAMAGESRES VE WHICH MIGHT UN OCCASIONED BY HIS FAILURE TO EXACTLY
�•�•'o::o :. go?,o�bo..oaooW0000?000?o.o?oo?°o??o°°?oo,°o°o°Oo°°pOo°o?Ooo?o°o°.°•� PRESERVE UNDERGROUND UTILITIES. PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE.
�'`�'��` �'`'``l` •`�'`%``��``��``�``��`� ``��`` `````````�`�`��``/ G. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309.a C. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFlTIING OR
J NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER H. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS
PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REFERENCED IN ACI-301.
6" CRUSHED STONE (MIN.) REQUIRE APPROVAL
D. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND I. DO NOT WELD OR TACKWELD REINFORCING STEEL
COORDINATE HIS WORK WITH THE WORK OF OTHERS. J. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL ELECTRICAL CONDUITS, PIPE
UNDISTURBED SUBGRADE (BEDROCK OR 2. DESIGN LOADS SLEEVES, PIPING, INSERTS, GROUNDS AND ALL OTHER EMBEDDED
STRUCTURAL FILL) ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE
A. ELECTRICAL CABINET: HENNESSY EQUIPMENT CABINET 285 LBS PLACEMENT.
K. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE
FOUNDATION AND PAD CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT
B. PRESUMPTIVE BEARING CAPACITY. 2,000 PSF CONTINUOUSLY THROUGH JOINT. rift
NO SCALE 3. EXCAVATIONS/FOUNDATION L REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. 114
w CIA. FOUNDATION EXCAVATION SHALL BE HAND-TRIMMED TO REMOVE LOOSE M. COLD-WEATHER PLACING: COMPLY WITH PROVISIONS OF ACI 306 AND AS 1
MATERIALS. FOLLOWS. PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED O
STRENGTH THAT COULD BE CAUSED BY FROST, FREEZING ACTIONS, OR LOWCI '4414
B. EXTERIOR FOUNDATION BACKFILL SHALL BE SELECTED GRANULAR FILL. TEMPERATURES. \ Q
C ALLFOO STRUNGS CTIJRAL SHALL BEACSW OAND SU PER AND D 248B -ON-GRCOMPACTADE TO AND N. WHEN AIR TEMPERATURE HAS FALLEN TO OR IS EXPECTED TO FALL BELOW a� �n
40F(4'C) UNIFORMLY HEAT WATER AND AGGREGATES BEFORE MIXING Q
MINIMUM 95% STANDARD PROCTOR DENSITY PER ASTM D 698. TO OBTAIN A CONCRETE MIXTURE TEMPERATURE OF NOT LESS THAN 507
(10'C) AND NOT MORE THAN 807(271C) AT POINT OF PLACEMENT.
D. DO NOT PLACE FOOTINGS IN WATER OP 0 FROZEN GROUND. 1. DO NOT USE FROZEN MATERIALS CONTAINING ICE OR SNOW. a
2. DO NOT USE CALCIUM CHLORIDE, SALT, AND OTHER MATERIALS CONTAINING
E. SOIL BEARING SURFACES, PREVIOUSLY ACCEPTED BY OWNER'S REPRESENTATIVE, ANTIFREEZE AGENTS OR CHEMICAL ACCELERATORS UNLESS OTHERWISECI
WHICH ARE ALLOWED TO BECOME SATURATED, FROZEN OR DISTURBED SHALL BE ACCEPTED IN MIX DESIGNS.
REWORKED TO SATISFACTION OF OWNER'S REPRESENTATIVE. 3. PROVISIONS SHALL BE MADE FOR MAINTAINING THE CONCRETE AT A
F. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE. MINIMUM TEMPERATURE OF NOT LESS THAN 507 AND NOT MORE THAN Z
85T FOR A PERIOD OF AT LEAST SEVEN(7) DAYS.
4. USE OF NON-VENTED HEATERS SHALL NOT BE PERMITTED. AT THE END
G. FOOTING EXCAVATIONS SHALL BE CUT NEAT. OF THE CURING PERIOD, GRADUALLY REDUCE THE TEMPERATURE AT A RATE
H. SUBGRADE BELOW SLAB-ON-GRADE SHALL BE REVIEWED AND ACCEPTED BY NOT TO EXCEED 1 DEGREE PER HOUR UNTIL THE TEMPERATURE WITHIN . a
OWNER'S REPRESENTATIVE BEFORE CONCRETE SLAB PLACEMENT. THE ENCLOSURE EQUALS THE TEMPERATURE OUTSIDE THE ENCLOSURE,
IN ACCORDANCE WITH ACI 306.
4. CONCRETE 0. HOT-WEATHER PLACING: WHEN HOT WEATHER CONDITIONS EXIST THAT WOULD
SERIOUSLY IMPAIR QUALITY AND STRENGTH OF CONCRETE, PLACE CONCRETE IN
A. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO COMPLIANCE WITH ACI 305 AND AS HEREIN SPECIFIED
THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318, 1. COOL INGREDIENTS BEFORE MIXING TO MAINTAIN CONCRETE TEMPERATURE
'BUILDING CODE REQUIREME I IS r C k REINFORCED CONCRETE"; AT TIME OF PLACEMENT BELOW 907(32'C). MIXING WATER MAY BE CHILLED
OR CHOPPED ICE MAY BE USED TO CONTROL TEMPERATURE PROVIDED
B. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (±1.5%) AND HAVE A WATER EQUIVALENT OF ICE IS CALCULATED TO TOTAL AMOUNT OF MIXING
WATER
MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED.
2. COVER REINFORCING STEEL WITH WATER SOAKED BURLAP IF IT BECOMES
C. REINFORCING SHALL CONE ORM TO ASTM A-615 WITH SUPPLEMENT. MINIMUM TOO HOT, SO THAT THE STEEL TEMPERATURE WILL NOT EXCEED THE
AMBIENT AIR TEMPERATURE IMMEDIATELY BEFORE IMBEDMENT IN CONCRETE. Dwg By:
YIELD STRENGTH Fy = 60 KSI. REINFORCING DETAILS SHALL BE INFOG
ACCORDANCE WITH THE •-TEST EDITION OF ACI 315. 3 CONCRETEYIS PLACED REINFORCING STEEL AND SUBGRADE JUST BEFORE
L B J W
D. FIBROUS REINFORCEMENT SHALL BE MONOFTLAMENT OR FIBRILLATED POLYPROPYLENE 4. USE WATER-REDUCING RETARDING ADMIXTURE WHEN REQUIRED BY HIGH
ADDED AT A RATE OF 1.5 POUNDS PER CUBIC YARD. FIBROUR REINFORCEMENT SHALL TEMPERATURES, LOW HUMIDITY, OR OTHER ADVERSE PLACING CONDITIONS
BE CONSIDERED SECONDARY REINFORCEMENT AND SHALL BE INCLUDED IN ALL CONCRETE. WHEN ACCEPTABLE TO THE ENGINEER. Date:
12-02-99
Sheet:
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1-1/2 PAIR INDUSTRIAL
CHAIN UNK TOP SELVAGE BARBED BARBED WIRE ARM MALLEABLE IRON OFFSET
AND TWISTED BOTTOM SELVAGE TOP - TYPICAL PIN HINGE (PAGE-WILSON
KNUCKLED. INSTALL FABRIC M-6 OR EQUAL)
ON OUTSIDE 12'-0• GATE OPENING
(NON-SECURE SIDE) II
PE W1RE ge e e lirGATEPOST 4. O.D.
GALVANIZED STEEL
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MALLEABLE IRON FORK GALVANIZED GATE CENTER STOP- 1g. Q O
10' (MAX.) TYPE LATCH WITH DROP BAR 6 1/2• DIA. WITH 1 1/4- SLOT,
AND WITH PROVISION FOR 1 3/8• SHANK IN A 1 5/6• eel ...1
TYP. PADLOCK (PAGE-WILSON TYPE 75 DIA. PIPE SET IN CONCRETE.
CHAIN LINK FENCE DETAIL DOUBLE GATE LATCH ASSEMBLY OR EQUAL) Q
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NO SCALE 4 ~
AL DOUBLE SWING GATE Z CC
NO SCALE Q
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CHAIN UNK FENCE
6• CRUSHED STONE SURFACE OMITS OF CRUSHED STONE SURFACE
2• x 6• PRESSURE
TREATED WOOD CURB.
GRADE TO DRAIN
AS SHOWN ON PLAN\ MATCH EXISTING GRADE
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PRESERVATIVE PRESSURE TREATED FROM/TO � � � � / rn
WOOD STAKE AT 5'-0' O.C. CABLE CABLE CABLE
STABILIZATION FABRIC SIZE RX/ SIZE RX/TX SIZE RX/TX i wg by:
PLACED ON COMPACTED BJW
SUBGRADE ANTENNA TO
12• PRIMARY RADIO 1 5/8" 125' 1 5/8" 125' 1 5/8" 125' Date:
CABINET 12-02-99
SECTION THROUGH TOWER YARD * ESTIMATED LENGTHS FROM AVAILABLE INFORMATION. FIELD ENGINEER TO UPDATE ON AS-BUILT DRAWINGS. 5heet :7
NO SCALE
ANTENNA LINE SCHEDULE t.
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