HomeMy WebLinkAboutVA199900030 Application 1999-10-21 County of Albemarle
Department of Zoning
401 McIntire Road
Charlottesville, VA 22902-4596
(804) 296-5875 FAX (804) 972-4060
VA- q6\ -, D DATE: 13- a►-19
FEE: $95. 00 (U. 1r )a530 STAFF: 5. -r-"1,,c
Cno u-)tattoo
VARIANCE APPLICATION
SAic --6F 3
OWNER (as currently listed in Real Estate)
Name PoJais 1 oyal 1 Z nG , Phone ON ) c175 - 3911
Address 1725 13r0c4dway 5�• Charlottesvillej VA 229o2
APPLICANT (if different from above)
Name CFW- Ifl-e1O5 Phone (5(-IO ) cl4(. - 1851
Address P 0. f3ox 132e Way,1esbovo, VA ZZ40
CONTACT PERSON (if different from above)
Name BiC. Sheaved Phone (540 ) GI% - I(51
Day Phone ( ) -
Address P.0. (60x i32$ Wayvteslooro, do 22q?o
LOCATION: � I 5 IJY Ge(4)(I S 4-tumid)n
Iht dvia on ri 4' vv
PLEASE PROVIDE A DESCRIPTION AND JUSTIFICATION OF YOUR REQUEST ON
THE BACK OF THIS SHEET.
OFFICE USE ONLY
TAX MAP O__ , PARCEL HA ; TM , P ; TM , P
ZONED: CT— ORDINANCE SECTION:
Board of Zoning Appeals Date: I( /o'7/ j a.0 S� °o
34)4 -87 Se -8t
1)4 M ( ) Special Permit ( ��-1C1-(p7 (� ) Variance
III 11 ' ( ) Proffers � S-g1--077 C-oi 13°
BZA ACTION:
GIAOLOVII A*001
I I °►°) C 1 r`A aro
DESCRIPTION OF REQUEST: CrW -IH+elos proposes -lo iris+ull main+aiv?, repair, and/or
replace a. +elecorrilIarltc.a-lions -Cactlt{y, locoed within a Zo' x 20' lease parcel. CFt J wou_ld like +o
ln5full a too' Steal+ brand -Flag pole. The antennas a✓1d Cables Will be loco ezl ins‘cle +he pore
-11✓1.4c+ure. Thee will be a (0' )t l2' concre+e park a+ +he base. o4 -Mhe -Pla5_pole._ One. Cabolet 4pprox.�
3'x3' cnc1 one Cahinet approx. `f' x51 x 5' will sit on tnis concrete pad.
JUSTIFICATION SHALL BE BASED ON THESE THREE (3) CRITERIA:
1) That the strict application of this ordinance would produce
undue hardship.
Sf-rict apphtca+ton of +his ordinance., would 4, ce CAN/ +o -try and locate a similar s-hruc+cwe it a_
iCsideni-ccsl area as Opposed 1-0 -me Indus-brat zoned area C(drrevl{1y contemplated. If is lmnosSiOk., +o
IoCa+2 111e pole vdi+hin The. revved Setbacks because -tne middle of +he propv+y carren+ly hots a warehou�.
2) That such hardship is not shared generally by other properties
in the same zoning district and the same vicinity.
Such hardship is no+shaved vv)-141 proper-lies to -Wie area be_cc(ttse other owners woa.ld no+ hove a
need -for a too' -flay pok. This lns+alla-hon is the -first of iks Kind to 4-he area,,
3) That the authorization of such variance will not be of
substantial detriment to adjacent property and that the
character of the district will not be changed by the granting
of the variance.
Cyan-1-1✓?5 +his variance, Will no+ have any detriment -Fo adlucen4 properties and (mill na-t Change -fie
Charac{et of -rhe dis-$nct because +his is a s+eaW+h site that is located in an ;rtdvs-trial pare.
The application may be deferred by the staff or the Board of
Zoning Appeals, if sufficient information necessary to this review
has not be submitted by the deadline.
I hereby certify that the information provided on this application
and accompanying information is accurate, true and correct to the
best of my knowledge and belief.
•
ElArlQ(i 10-18-99 125S ►O-,s-9q
Signature Date Receipt# Date
ir Describe your request in detail and include all pertinent information st .h as th- numbers of persons
involved in the use, operating irSd any unique features of the use
CGw- l►i4Uos r uf_rts �cc Yx�nrc ion 't i d a 100' Pic i r�nl. wifh 3 pa►a�f�ae
onfiennas loca# d pole and reicdril DUAL' eV;porleht This Sits will
�1
opevc(Xe 2i how's a day -Poi ScrviCe 40 -tile Cornmunilj.
ATTACHMENTS REQUIRED - provide two(2) copies of each:
21 1. Recorded plat or boundary survey of the property requested for the rezoning. If there is
no recorded plat or boundary survey, please provide legal description of the property and
the Deed Book and page number or Plat Book and page number.
Note: If you are requesting a special use permit only for a portion of the property, it
needs to be described or delineated on a copy of the plat or surveyed drawing.
❑ 2. Ownership information - If ownership of the property is in the name of any type of legal
entity or organization including, but not limited to, the name of a corporation,partnership
or association, or in the name of a trust, or in a fictitious name, a document acceptable to
the County must be submitted certifying that the person signing below has the authority
to do so.
If the applicant is a contract purchaser, a document acceptable to the County must be
submitted containing the owner's written consent to the application.
If the applicant is the agent of the owner, a document acceptable to the County must be
submitted that is evidence of the existence and scope of the agency.
OPTIONAL ATTACHMENTS:
❑ 3. Drawings or conceptual plans, if any.
Cl 4. Additional Information, if any.
I hereby certify that I own the subject property, or have the legal power to act on behalf of the owner in
filing this application. I also certify that the information provided is true and accurate to the best of my
knowledge.
pAA,,m lo- 18 -,1
Signature Date
TA NIALL.. A. ' -' oy -975 -3° i \ So
Printed Name Daytime phone number of Signatory
3
f_r t .GD Ol
Yves Delorme
PAWS
October 6, 1999
Mr. Kevin Arnold
CFW Intelos
1 150 Shenandoah Village Drive
Waynesboro, VA 22980
Dear Mr. Arnold,
Enclosed are the applications to Albemarle County. Randall Brandt is the Operations
Manager for Palais Royal and he is authorized to sign leases and applications in
connection with installation and placement of the flag pole antenna.
Sincerely,
James W. Deter
Secretary
D
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I:,\x: (804) 977-8962
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SURVEY OF A
LEASE PARCEL &
INGRESS/EGRESS EASEMENT MAGNETIC NORTH Z
FOR CFW WIRELESS ,
ON THE LANDS OF
PALAIS ROYAL, INC.
CITY OF CHARLOTTESVILLE CURVE DATA
ALBEMARLE COUNTY, VIRGINIA NO RAD. , ARC. TAN. CHD. CHD. BRG. DELTA
Cl 408.41' 123.90' 62.43' 123.42' N7328'02"E 17'22'54"
SCALE: 1" = 50' C2 970.00' 248.55' 129.96' 247.87' S06'55'32"E 14'40'53"
DATE: OCTOBER 12, 1999
NOTES:
1. PRESENT OWNER: PALAIS ROYAL, INC. 4. LEASE PARCEL DERIVED FROM A FIELD SURVEY
TAX MAP 77 PARCEL 40M AND SITE PLAN PREPARED BY CIVIL ENGINEERING,
DEED BOOK 1075 PAGE 444 INC. DATED AUGUST 12, 1999.
2. OTHER EASEMENTS IF ANY NOT SHOWN. NO TITLE 5. • DENOTES IRON PIN SET
REPORT FURNISHED. ® DENOTES IRON PIN FOUND
3. THIS LEASE PARCEL IS NOT IN A F.E.M.A. FLOOD
HAZARD ZONE "A" OR "B".
LEASE PARCEL
CFW SITE CV 306 �
400 SQ.FT. 57 C & 0 RAILROAD
ADDRESS - 1725 BROADWAY STREET o, TM 77 PARCEL 388
c� cJ\ ZONED LI
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P
o L 1 50' — — gU1_D1NC LT
z(3) - \ N14'44'20"W o
load WOODED 30.51' • Oq,-
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V $ ,441.011SET
STR'
ARC = 37.52' BR
DADWAY
15 ' INGRESS/EGRESS
EASEMENT
pflE8A
LT H F~''Mti,,
' / "AP?,
Patton Harris Rust&Associates,pc
Engineers,Surveyors,Planners,Landscape Architects
G Y A. "i ID (a 118 N. Main Street
v` Bridgewater, Virginia 22812
vvv
NO. t4—B 540-828-2616
IS / Offices:
Nstve /U
-nic5to Chantilly,Va.
.41//4 S NR.0 , Bridgewater,Va. Virginia Beach,Va.
Leesburg,Va. Winchester,Va.
PHR&A 10419-12F
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CFW .
ALBEMARLE WIRELESS
COUNTY VIRGINIA
MEADE PARK
CV 306
- ,‘. .-- in e V � '? INDEX:
r 4..t..
-7 4,4 \ DRAWING NO. TITLE
„..z.,4/, / A,
F if ,/
:� 8 ± I 04), \ SURVEY
�._ 1
` >x .. / i 2 „H,, FRAME DETAILS
0 . -- At 3 SITE PLAN
"`--z it .. , -x ,c s MEADE PARK:
t , .� °` � ' 4 ANTENNA GROUND DETAIL
froivi., .0.,„, 4..?,::,
7-� ' 5 ANTENNA DESIGNS
T} , ,�� O ,� `',, 6 STRUCTURAL DETAILS/ PAD
is
,,. / ��� - 7 STRUCTURAL DETAILS
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VICINITY MAP
APPROVED BY: DATE:
NOT TO UAi F
LATITUDE: 38' 1' 18.8"N DIRECTOR:
LONGITUDE: 78' 27' 41.7"E ENGINEER:
CONTRACTOR:
W
W .
ci) cr
,
PROVIDE BX 2=6"OPEN/NC
IN CONCRETE PAD 10 SUB-BASE
PROVIDE APPROPR/A 7E FASTENING f7X7URES TO DpNy THREE(.5)4/NCr'I PI SCHEDULE 40
MOUNT COMMU NICA170N EQUIPMENT CWR7 CONCRETE TRANSMISSION UNE CONDUITS EMBEDDED
PAD PER MANUFACTURERS RE-CAVME/DA77CWS INTO CQVCREIE PAD. EXTEND PI'C 6"
MIME CONCRETE"PAD. EXACT LENGTH
TO B£DETERMINED IN 7HE FIELD.
i J • •.•y • '1 • . , •
1 F• CONCRETE PAD •_• .g• •. `• '••
• •; •8" �2. �• ` ••• CONCRETE PAD. SEE DYG. 5
a • FOR MIX DESQV REQUIREMENTS
•
•
'\ ` P!7 N .. •, `. TRANSITIONAL . t0eM
te'i. m EQUIPMENT K! _ .• — >
t+i ti .�,� CABINET c = _ — INSTALL TRANSITIONAL VAULT BOLTED LW TOP
QE CONCRETE PAD PER MANUFACTURERS U
`- I s— — _ - R£CONMENDADONS
• ' ' /' , y`^•y. •i, " •i •. .
*col 1
•c •�• CC
• ` `• ' / \ • {r • .4 r4., CODED NOTE FOR PAD OPENING Q/�
• " �. •.: / �� . •y •(. O 1-1/2" CONDUIT FOR AC POWER. Ids
11 i. ••• _ r •, s t, m A/C CONDENSATE DRAIN
• i m CONDUIT FOR GROUND WIRE W
2-e" i T-11 i 2'-0" (TYF� ,_-B Q 1" CONDUIT FOR T-1 LINE Q
75'-2" 14
W
f 2
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• • 173
O
•• Dwg by:
BJW
I _ I
Date:
10-12-99
Sheet#:
2
W
5
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NOTE:
100'± FLAGPOLE
SC4852E MOTOROLA BASE STATION
ANTENNAS TO BE MOUNTED INSIDE FLAGPOLE
0
H-
ti
10'x 12' PAD 4852E
I 4
GROUND LEVEL
Contractor: m -•CD 0 CD CO
CFW
COME CORM SERVICES,INC, N 4 • MEADE PARK CV306
WIRELESS
COCO
Scale:
•
RR90-17-02DP FJ
ANTENNAS(3) TO BE MOUNTED INSIDE FLAGPOLE ILL W
IL.) Fjc .
.v v v v v Y Y v v Sv v v v v v v v v v S X v v v v v v v v •v v Y v v Y Y Y • k
xc `
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20'X 20'GRAVEL Y X
COMPOUND
X
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Y 6"
x
I Y X
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0 , * 0
Y En
6" 2 PVC x"
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12"LONG x
1"ABOVE PAD
Y TYPICAL EACH
CORNER r h•
I X Q Q
1RANSIT1ONAL VAULT a
Y a.
Y - o
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• 4852E •
\ CABINET l
/
1
x
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X x
0 0 Y u
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100' Y X00
FLAGPOLE I X
Y
Y
•
(NO SCALE) •
12' Y
X Dwg By:
Y Y BJW
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Let
X
' Y X Date:
Y Y 10-12-9:
Y
x Y Sheet#:
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• M 2-6'GATES
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COAX TO ANTENNAS
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111
GPS �i FLAG POLE COCZI
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4
- POWER i 1 I SOLID GROUND (#2 TINNED) CABLE
O. 4
TELCO _
1 i1 FROM BUSS BAR TO ROD 0 uj
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CAD-WELD
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NOT TO SCALE
Dwg By:
BJW
Date:
GROUND LEVEL Z18”
10- 12-99
1 r 1 T 1 T 1 1 �, 1 i 1 1 1 I 1 1 1
,
Sheet}':
±_i_.4.___Z--r- CAD-WELD 4
GROUND ROD
a
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ANTENNAS TO BE MOUNTED INSIDE FLAGPOLE
TOP
m
-13
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0
r
m
1 5/8" COAX TO BE USED
TO BE FURNISHED BY CFW
Contractor: I
o MEADE PARK CV306 cFI'V
CO co
N C_
to SPECIFICATIONS WIRELESS
. ,,,,
W
PAD SURFACE SHALL RECEIVE 4x4 W4xW4 WWF dA SMOOTH TROWEL FINISH 1" CHAMFER
to) lift%
(TYP ALL SIDES) 2'-0" � 4®12" EQUIPMENT FOUNDATION NOTES
8" MINIMUM CONCRETE SLAB E. CONCRETE COVER AROUND REINFORCING BARS (U.N 0.) SHALL BE.
\ / 2" (CLR) 1. GENERAL
1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH . ..3"
2. CONCRETE EXPOSED TO EARTH, WEATHER
IA. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION .2"
EXISTING AND 6" EXPOSED 2 �� x X x mil POLY ON
UNDISTURBED SUBGRADE SAFETY. 3 SLABS 3/4"
FINISH GRADE / "
CONCRETE • 4 ALL OTHER CONCRETE 1 1 2
B. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UT1U11ES F. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPLICES
o°"oo°"oo°"o°°-o°"'o o"-o°oo"'o°"-o°"-o° oO BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY SHALL MEET CLASS B. TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL
o°oo°°000°o°o°oo°°oo°00000°Ooo°00000°oo°o°ao°°°ao°°o°o AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY
o.'eoo°°coon°c oQoo,?opOo°oo.°000�coo�co?n o°°°moo°o°°o�aoo,? LOCATE AND PRESERVE UNDERGROUND UTILITIES. PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE
C. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR G. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309
NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER
PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL H. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS
(4) �4 CONT. • • REQUIRE APPROVAL REFERENCED IN ACI-301.
��� 6" CRUSHED STONE (MIN.)
12" D. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND I. DO NOT WELD OR TACKWELD REINFORCING STEEL
J. ALL DOWELS, ANCHOR
COORDINATE HIS WORK WITH THE WORK OF OTHERS. O
1'-0" MIN 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 Er) wall
A. ELECTRICAL CABINET. EQUIPMENT CABINET 4600 LBS PLACEMENT.
TRANSITION VAULT 100 LBS. wo++ "left
K. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACIUTATE ♦ 15
CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT V
FOUNDATION AND PAD B. PRESUMPTIVE BEARING CAPACITY: 2,000 PSF CONTINUOUSLY THROUGH JOINT. ',1
NO SCALE L REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED �1
3. EXCAVATIONS/FOUNDATION M Q
NOTE. PROVIDE CORNER BARS AT EACH CORNER OF PAD.
BAR SIZE AND SPACING SHALL MATCH FOOTING REINF. A. FOUNDATION EXCAVATION SHALL BE HAND—TRIMMED TO REMOVE LOOSE M. COLD—WEATHER PLACING• COMPLY WITH PROVISIONS OF ACI 306 AND AS
MATERIALS. FOLLOWS. PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED J
STRENGTH THAT COULD BE CAUSED BY FROST, FREEZING ACTIONS, OR LOW
B. EXTERIOR FOUNDATION BACKFILL SHALL BE SELECTED GRANULAR FILL. TEMPERATURES. IAN
C ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS—ON—GRADE AND N. WHEN AIR TEMPERATURE HAS FALLEN TO OR IS EXPECTED TO FALL BELOW L
FOOTINGS SHALL BE *SW* OR BETTER PER ASTM 0-2487 COMPACTED TO A 40F(4'C) UNIFORMLY HEAT WATER AND AGGREGATES BEFORE MIXING CIMINIMUM 95% STANDARD PROCTOR DENSITY PER ASTM D 698. TO OBTAIN A CONCRETE MIXTURE TEMPERATURE OF NOT LESS THAN 50 F 1
(10'C) AND NOT MORE THAN 80F(27'C) AT POINT OF PLACEMENT. r
D. DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND. 1. DO NOT USE FROZEN MATERIALS CONTAINING ICE OR SNOW i r `
E. SOIL BEARING SURFACES, PREVIOUSLY ACCEPTED BY OWNER'S REPRESENTATIVE, 2 DO NOT USE CALCIUM CHLORIDE, SALT, AND OTHER MATERIALS CONTAINING 1 L v
WHICH ARE ALLOWED TO BECOME SATURATED, FROZEN OR DISTURBED SHALL BE ANTIFREEZE AGENTS OR CHEMICAL ACCELERATORS UNLESS OTHERWISEV
REWORKED TO SATISFACTION OF OWNER'S REPRESENTATIVE. ACCEPTED IN MIX DESIGNS.
3. PROVISIONS SHALL BE MADE FOR MAINTAINING THE CONCRETE AT A
riot
F DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE. MINIMUM TEMPERATURE OF NOT LESS THAN 50F AND NOT MORE THAN
85'F FOR A PERIOD OF AT LEAST SEVEN(7) DAYS.
G. FOOTING EXCAVATIONS SHALL BE CUT NEAT. 4 USE OF NON—VENTED HEATERS SHALL NOT BE PERMITTED. AT THE END
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
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 QUAUTY 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 APPUCABLE CODES: ACI 301
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", ACI 318, 1. COOL INGREDIENTS BEFORE MIXING TO MAINTAIN CONCRETE TEMPERATURE
"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE": AT TIME OF PLACEMENT BELOW 90F(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
MINIMUM 28—DAY COMPRESSIVE STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED. WATER
2. COVER REINFORCING STEEL WITH WATER SOAKED BURLAP IF IT BECOMES
C. REINFORCING SHALL CON FORM TO ASTM A-615 WITH SUPPLEMENT MINIMUM TOO HOT, SO THAT THE STEEL TEMPERATURE WILL NOT EXCEED THE
YIELD STRENGTH Fy 60 KSI. REINFORCING DETAILS SHALL BE IN AMBIENT AIR TEMPERATURE IMMEDIATELY BEFORE IMBEDMENT IN CONCRETE. Dwg By:
ACCORDANCE WITH THE LATEST EDITION OF ACI 315. 3 CONE ETEFOGYIS PLACED REINFORCING STEEL, AND SUBGRADE JUST BEFORE BJW
W
D FIBROUS REINFORCEMENT SHALL BE MONOFILAMENT OR FIBRILLATED POLYPROPYLENE 4 USE WATER—REDUCING RETARDING ADMIXTURE WHEN REQUIRED BY HIGH D
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:
10-12-99
Sheet#:
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CHAIN LINK TOP SELVAGE BARBED BARBED WIRE ARM 1-1/2 PAIR INDUSTRIAL Ilia k
MALLEABLE IRON OFFSET
AND TWISTED BOTTOM SELVAGE TOP - TYPICAL PIN HINGE (PAGE-WILSON
KNUCKLED.O INSTALL FABRIC M-6 OR EQUAL)
(NON-SECCUURE SIDE) I N OUSE 12.-0' GATE OPENING
( I
TIE HARE
e e - GATEPOST 4' O.D.
o - /-GALVANIZED STEEL
I - END POST /
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N ♦♦♦♦♦♦♦♦♦♦ 1 5/8' 0.0. TOP RAIL UNE POST ♦♦♦♦♦♦•♦♦♦♦♦ •••••••:,:••� ••�?•�•�• ••*•• ; Kn.- ••'•Q•• ••••••••••••••
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TRUSS ROD ♦♦♦♦♦ ♦♦♦♦♦ ••:•�•:•:•:•:•:•: ._ •�•••••••••••••"
CORNER POST ♦♦♦♦♦•♦♦ ♦♦♦♦♦♦♦ ••••.•••••• ••••••••••
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� 2' MIN. SC
3' 2 �ya > / 12' CLEARANCE CC Q
TURNBUCKLE � _ _ _
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CONCRETE FOOTING
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- �-6' Q 11.16. W
_6- MALLEABLE IRON FORK GALVANIZED GATE CENTER STOP- I I 18. W 0
10' (MAX.) TYPE LATCH WITH DROP BAR
6 1/2' DIA. WITH 1 1/4' SLOT, Ci J
AND WITH PROVISION FOR 1 3/8" SHANK IN A 1 5/8"
16" TYP• PADLOCK (PAGE-WILSON TYPE 75 DIA. PIPE SET IN CONCRETE. Q Q
CHAIN LINK FENCE DETAIL DOUBLE GATE LATCH ASSEMBLY OR EQUAL) W
PROVIDE PROGRAMMABLE (4 TABS) ...,,,CC
COMBINATION LOCK - COMBINATION I,.
NO SCALE SET BY OWNER Co.)
DOUBLE SWING GATE y
---t--
NO SCALE
CHAIN LINK FENCE
6' CRUSHED STONE SURFACE UNITS OF CRUSHED STONE SURFACE
2" x 6" PRESSURE
TREATED WOOD CURB.
GRADE TO DRAIN
AS SHOWN ON PLAN MATCH EXISTING GRADE RR90-17-02DP RR90-17-02DP RR90-17-02DP
AZIMUTH 110' DOWN TILT=O' AZIMUTH 230' DOWNTILT=0' AZIMUTH 350' DOWN TILT=O'
1::'.:::' AWAY FROM TOWER YARD COAX (FT)* COAX LENGTH FT * COAX LENGTH (FT)* N
''`"`'' , FROM TO LENGTH ( ) c
/ z
CABLE
CABL
E CABL
E E
RX/TX RX
RX/TX RX
X /RX T RX / SIZE z.
-
/ SIZE
2" x 4' x t'-6' LONG SIZE u°
PRESERVATIVE PRESSURE TREATED ANTENNA TO ti
WOOD STAKE AT 5'-0' O.C. PRIMARY RADIO 1 5/8" 120' 120' 1 5/8" 120' 120' 1 5/8" 120' 120' Dw b
STABILIZATION FABRIC 9 y:
PLACED ON COMPACTED CABINET BJW
SUBGRADE * ESTIMATED LENGTHS FROM AVAILABLE INFORMATION. FIELD ENGINEER TO UPDATE ON AS-BUILT DRAWINGS.
12" ** PROVIDE MECHANICAL DOWNTILT BRACKET. Date:
10-12-95
SECTION THROUGH TOWER YARD ANTENNA LINE SCHEDULE Sheet#h
7
NO SCALE
E
0
4.0
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