HomeMy WebLinkAboutSDP200700024 Plan - Other (not approved) 2006-12-12FAA "2 —C" ACCURACY
STATEMENT
THIS SURVEY EXCEEDS THE ACCURACY
REQUIRED BY THE FAA FOR "2 —C"
ACCURACY TOLERANCES OF 50 FEET±
HORIZONTAL AND 20 FEET± VERTICAL.
NTERLINE OF PROPOSED STEEL MONOP
LATITUDE = 38'
03'
27.
2" (NAD 83)
LONGITUDE = 78'
34'
29.
9" (NAD 83)
GROUND ELEVATION = 563.
50' (NAVD 88)
SITE INFORMATION
DIRECTIONS TO SITE: FROM RICHMOND, TAKE 1 -64
WEST TO CHARLOTTESVILLE. TAKE EXIT #118
NORTH ONTO ROUTE 29. TURN LEFT ONTO IVY
ROAD AND THEN TURN RIGHT ONTO VERDANT
LAWN LANE. THE SITE WILL BE IN A FIELD ON THE
LEFT.
PHYSICAL ADDRESS: 785 VERDANT LAWN LANE
CHARLOTTESVILLE, VA 22903
911 ADDRESS: NOT YET ASSIGNED
NEARBY PHONE #: 434- 970 -1973
PROPOSED LEASE AREA: 400 S.
F. (
0.
01 Ac.)
DISTURBED AREA: 400 S.
F. (
0.
01 Ac.)
PROJECT DIRECTORY
OWNER: JOHN ADAMS
785 VERDANT LAWN LANE
CHARLOTTESVILLE, VA 22903
434 - 970 -1973
APPLICANT: ALLTEL
AMY SCHOTT - COLLINS
10005 MONROE ROAD
MATTHEWS, NC 28105
704) 849 -1469
ENGINEER: TIMMONS GROUP
BRIAN CRUTCHFIELD
4260 CROSSINGS BLVD.
SUITE 1
PRINCE GEORGE, VA. 23875
804) 541 -6611
POWER: DOMINION VIRGINIA POWER
CUSTOMER SERVICE
888) 667 -3000
TELCO:
SPRINT
434) 977 -0550
OFFICIAL: JAY SCHLOTHAUER
401 McINTIRE ROAD
CHARLOTTESVILLE, VA 22902
434) 296 -5832
4 .11tel
TM
PROJECT NAME:
CHRISTIAN AID MISSION SITE
ADAMS PROPERTY)
ALLTEL PROJECT #:
VICINITY MAP
1" =2000'
COPYRIGHT ADC THE MAP PEOPLE
PERMITTED USE NO. 20393659
SAMUEL MILLER DISTRICT
4
3'
l.
l 4 way k`M x
rz
1
SHEET INDEX
NO. TIMMONS GROUP
Ti COVER SHEET
C1 LOCATION MAP
C2 PROPERTY OWNERS
C3 SURVEY
C4 SITE LAYOUT
C5 GRADING & EROSION CONTROL PLAN
C6 EROSION CONTROL NOTES & DETAILS
C7 GENERAL NOTES & DETAILS
C8 TREE SURVEY
C9 TOWER ELEVATION & DETAILS
SOl TYPICAL SUPPORT PLATFORM
S I t FLAN
IZ- IZ
G
V
31bP ob 083
ie.
11tel
T
M
ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, NC 28105
PROJECT NAME:
CHRISTIAN AID
MISSION SITE
785 VERDANT LAWN LANE
CHARLOTTESVILLE, VA 22903
CELL SITE #:
GROUND BUILD
COVER SHEET
T
Q I
BRIAN V. CRU ELD _Z"U No. 38972
p.
2o ,
oG
w
EALBEMARLECOUNTY, VIRGINIA
DATE: JULY 3, 2006
TAX PARCEL #:05900000002000
SIGNATURES
REVISIONS APPLICANT / ALLTEL: DATE:
DATE SHEET NUMBERS BY
CONSTRUCTION MANAGER: DATE:
8 -22 -06 C4, C8 -C9 BVC
10 -20 -06 C5 & C8 eVC
LESSOR: DATE:
I RESPONSIBLE LAND DISTURBER DESIGNATION I
THE PERSON WN77FI£D BELOW IS 0£
SIGNAr£D AS THE RESPONSIBLE
LAND DISTURBER WO NTLL BE IN CHARGE OF AND RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING ACTIVITY ASSOCIATED MOTH THIS
PRO„
ECr. THE PERSON MEETS THE APPLICABLE REOUIREMENIS OF
VIRGINIA CODE S£
CT7ON
10.1 -563 AND 10.1 -566 BY VIRTUE OF THE
FOLLOWNC-
RESPON98LE LAND DISTURBER C£
RTIRCA7E
DCR CER77FICA77ON FOR COMBINED ADMINISTRATOR,
ADMINISTRATOR, PLAN REVTENER, INSPECTOR, OR CONTRACTOR
7- VIRGINIA PROFESSIONAL ENGINEER, LAND SURVEYOR LANDSCAPE
ARCHIT£Cr, OR ARCHITEC
RESPONSIBLE LAND 0/
E(7 lfONr fi ON:
NAME (96NATURE): `
MO
NAME (PRINT): BRIAN CA 'I
CER 176CA TION/
REGISTRA 2701V NUMBER.• J8 2
COMPANY: 77AIMOIVS GROUP
MAIUNG ADORES• 4260 CROSSINGS BLVD, SUITE 1
PRINCE GEORGE, VA 23875
TELEPHONE. (804) 541 -6611
EMAIL: brion. crutch fieldOtimmons. ca"
THIS DESIGNA 77ON MAY ONLY BE CHANGED BY A PLAN COVER SHEET
REwsm THAT MUST BE SUBMITTED TO THE COUNTY FOR wRIncA 770N
AND APPROVAL.
TIMMONS GROUP .••':'M•
Site Developmen I Residential I Infrastructure I Technology
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
THIS DRAWING PREPARED AT THE
PRINCE GEORGE OFFICE
4260 Crossings Blvd I Prince George, VA 23875
TEL 804.
541.6600 FAX 804.
751.0798 www.
timmons.com
DATE: 7 -3 -06 SCALE: NONE
DRAWN BY: D. MCBRIDE Ti
CH
ECKED
BY:
B. CRUTCHFIELD
JOB NO. 23417
O
0
1 ,n' p , ,
TM
y, ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, NC 28105
540
r — 2000; -
PROJECT NAME:
t
A - - - --
J
I -
5 C
0 '
ISTIAN AID5
HR
MISSION SITE
785 VERDANT LAWN LANE
k .SITE" - - - --J , " -550 - - \ CHARLOTTESVILLE, VA 22903
ED
CELL SITE #:
LOCATION MAP
f
23 _kRgCTURE / 3
o - - -- -_ - ,
1 - 1 1 -
1 - -_ - - 550' S ` ' BRIAN V. CRUTCH IELDO -_ '
Z
r - -- ' - - - -- - - -- _ ----------- No. 38972
0 .'
1
5p iR
J \` Ep - % KE -
2 .37 ,9 TIMMONS GROUP .....Iti
4'
z
y
l ' p ; j ' Site Development Residential Infrastructure Technology33 •
1 YOUR VISION ACHIEVED THROUGH OURS.
q RGINIA
3
20 1 / ' VIRGINIA NORTH CAROLINA WEST VI
14' ;},} THIS DRAWING PREPARED AT THE
r ' '(] 1 V07FS f/' PRINCE GEORGE OFFICE
06p 45 5`
47
i
1 O / 4260 Crossings Blvd Prince George, VA 238751WITOPOGRAPHYTHIN2,
000 FEET OF THE
TEL 804.
541.6bSHOWNONTHIS 00 FAX 804.
751.0798 www.
timmons.comPROPDSEDFACILITY /S
l S0400800
STRU
CTURES ,
EET. 12 DATE: 7 -3 -06 SCALE: 1" =400'
17 1-
1 ' 2. ALL RESIDENTIAL AND COMMERICIAL
AND ZONING DISTRICT DRAWN BY: D. MCBRIDE ySCALEINFEETC
l
BOUNDARIES WITHIN 2,
000 FEET OF THE CHECKED BY:
13. CRUTCHFIELD
PROPOSED FACILITY ARE SHOWN ON THIS
SHEET. i
JOB NO. 23417
TM# 59 -7B
JEFFEREY W. CLAYTON
ZONED: RA
TM# 59 -8B
MARJORY B. GIULIANO
ZONED: RA
TM# 59 -8C
Q
GEORGE B. & SALLY H. THOMAS
ZONED: RA
TM# 59 -8D
4 JOHN A. & DOROTHY B. ADAMS
ZONED: RA
TM# 59 -8D1
JOHN A. & DOROTHY B. ADAMS
ZONED: RA
TM# 59 -8E
DUANE E. & RENA SNOWE
ZONED: RA
TM# 59 -9A
7 LILY W. & JAMES S. HARGROVE
ZONED: RA
TM# 59 -98
g HENRY P. & MARILYN WILLIAMS
ZONED: RA
TM# 59 -10A1
WILLIAM S. & VICTORIA K. BLACKFORD
ZONED: RA
TM# 59 -10B
10 JAY M. COURAGE
ZONED: RA
TM# 59 -11
11 GEORGE W. & CLARE B. CARTER
ZONED: RA
TM# 59 -12
12 HOWARD M. & DIANE T. LONG
ZONED: RA
TM# 59 -.12B
13 GEORGE C. BRANNOCK
ZONED: RA
TM# 59 -12E
14 GEORGE C. BRANNOCK
ZONED: RA
TM# 59 -12F
15 NANCY K. TILMAN
ZONED: RA
TM# 59 -12F1
16 DANIEL H. & ALICE M. MALCOLM
ZONED: RA
TM# 59 -12G
17 THOMAS R. AND VIRGINIA C. KEITH
ZONED: RA
TM# 59 -12G1
18 HENRY C. & SUSAN T. KEITH
ZONED: RA
ie
lite [ M
TM# 59 -16A TM# 59B -B -5
19 DALE B. FREIX 37 MARGARETE LIEBIG
ZONED: RA ZONED: RA ALLTEL COMMUNICATIONS
TM
59 -17 TM 598 -B -6
10005
EWS, NC
ROAD
MATTHEWS, NC 28105
20 PAMELA M. & RICHARD B. VONTHELEN 38 SUSAN M. PRINDLE
ZONED: RA ZONED: RA
TM# 59 -17B TM# 59B -B -7
21 ELIZABETH H. GILLILAND 39 RICHARD A. & SUSAN 0. DRISCOLL
ZONED: RA ZONED: RA
TM# 59 -18A TM# 59B -B -7A
22 MONTIE GIBSON 40 ROBERT N. & CONSTANCE M. ROMANAC
ZONED: RA ZONED: RA PROJECT NAME:
TM# 59 -19 TM# 598 -B -8
23 KAREN
ZONED: LRA DAVID M. OXFORD 41 ZONED: RA &
GWENDOLYN F. KIRBY CHRISTIAN AID
G. 24 JON A.
RA
AND DOROTHY B. ADAMS 42 LONISE
59B-
B-9
RAG. gIBBEKEN MISSION SITE
TM# 59 -20A TM# 59B -B -10 785 VERDANT LAWN LANE
25 DONALD F. & LINDA C. HUNT 43 GLEN M. & HILTRUD J. MCINTURFF CHARLOTTESVILLE VA 22903ZONED: RA ZONED: RA r
TM# 59 -208 TM# 59B -B -11
26 WALTON C. & CAROL C. LINDSAY 44 JOHN F. & JESSIE B. KINGSLEY
ZONED: RA ZONED: RA CELL SITE #:
TM# 59 -20131 TM# 59B -B -12
27 JOHN C. & MARY J. HERR 45 RICHARD J. FUNK
ZONED: RA ZONED: RA
28 TOM
ZONED RA ZONED
G. OBRIG 46 BLANCHEP BERMAN PROPERTY OWNERS
TM# 59B -A -113 TM# 59B -B -14
2g JUDY L. ESAU 47 RICHARD B. ROBERTS
ZONED: RA ZONED: RA
TM# 59B -A -2 TM# 59B -B -15
30 ANDREW L. & KARYN R. RADER 48 JEAN C. WAGNER TH OFZONED: RA ZONED: RA
TM# 59B -A -3 TM# 59C2 -1 -56
31 SEAN K. LAWFORD 49 JOHN M. & PATRICIA S. ABBITT
ZONED: RA ZONED: RA BRIAN V. CRUTC IELD'
Z
TM# 59B -A -4 TM# 59C2 -1 -57 U '
32 CORA A. DIAMOND 50 GEORGE S. & MARKETA K. LEISURE No. 38972
ZONED: RA ZONED: RA .o
TM# 59B -A -5 TM# 59C2 -1 -58
33 JUDY L. ESAU 51 ROBERT J. & ELAINE R. KRONER ` S
ZONED: RA ZONED: RA
TM# 59B -B -1 TM# 59C2 -1 -61A
34 CALEB N. & LYNN W. STOWE 52 LLOYDS. & HAZEL S. WALKER TI M M O N S G RO U P .•l'"
I•
ZONED: RA ZONED: RA
TM# 59B -B -2 Site Development I Residential I Infrastructure ( Technology
35 P.
C. & URSULA GUGELOT YOUR VISION ACHIEVED THROUGH OURS.
ZONED: RA VIRGINIA ( NORTH CAROLINA I WEST VIRGINIA
TM# 59B -B -4
36 ALFREDO A. GARCIA THIS DRAWING PREPARED AT THE
ZONED: RA PRINCE GEORGE OFFICE
4260 Crossings Blvd I Prince George, VA 23875
TEL 804.
541.6600 FAX 804.
751.0798 www.
timmons.com
DATE: 7 -3 -06 SCALE: NONE
DRAWN BY: D. MCBRIDE ^2CHECKEDBY:
B. CRUTCHFIELD (
30B NO. 23417
LEGAL DESCRIPTION
CHRISTIAN AID MISSION SITE
LINE TABLE
LINE BEARING LENGTH
L1 N05'
40'
47'
E
47.
00
L2 N13'
45'
11'
E
152.
24
L3 N14 *47'
35'E 128.
60
L4 N15'
30'
52'
E
122.
76
L5 N15'
29'
45'
E
160.
98
L6 N74 28.
10
L7 N78'
26'
49'
W
117.
11
L8 N68'
15'
20'
W 1005
L9 N79'
58'
17'
W
67.
63
L10 N73'
27'
25'
W
102.
78
L11 N60'
36'
08'
W
40.
89
L12 N64 79.
67
L13 N75'
00'
34'
W
53.
91
L14 N83 174.
46
L15 N81'
37'
55'
W
359.
83
L16 S08'
22'
05'
W
104.
48
L17 S90'
00'00 54.
49
L18 S00'
00
10.
00
L19 N90'
00'
00'
W
20.
00
L20 N00'
00'
00'
W
20.
00
L21 N90'
00'
00'
E
20.
00
L221 S00'
00'
00'
E
20.
00
CURVE TABLE
CURVE I LENGTH I RADIUS ITANGENJ CHORD I CHORD DIRECTI
C11 47.
16 30.
00
30-
031 42.
45
N29'
56'
50'
W
C.
11telMJULY3, 2006
Situated, lying and being all that certain piece or parcel of land
located in the Samuel Miller District Magisterial District of Albemarle
County, Virginia and being more particularly described as follows;
commencing at o point of the intersection of the Northern right of
way line of Rt. 250 and a proposed 20 foot access easement, said
point being the Point of Commencement; 3,
050' East of the
intersection of Rt. 250 and West Leigh Drive, thence along said
centerline the following courses:
North 05 degrees 40 minutes 47 seconds East a distance of 47.
00
feet to a point,
North 13 degrees 45 minutes 11 seconds East a distance of 152.
24
feet to a point,
North 14 degrees 47 minutes 35 seconds East a distance of
128.
60 feet to a point,
North 15 degrees 30 minutes 52 seconds East a distance of
122.
76 feet to a point,
North 15 degrees 29 minutes 45 seconds East a distance of
160.
98 feet to o point,
along a curve to the left having a radius of 30.
00 feet, a length
of 47.
16 feet, and a tangent of 30.
03 feet
North 74 degrees 58 minutes 33 seconds West a distance of 28.
10
feet to a point,
North 78 degrees 26 minutes 49 seconds West a distance of 117.
11
feet to a point,
North 68 degrees 15 minutes 20 seconds West a distance of
100.
10 feet to a point,
North 79 degrees 58 minutes 17 seconds West a distance of 67.
63
feet to a point,
North 73 degrees 27 minutes 25 seconds West a distance of
102.
78 feet to a point,
North 60 degrees 36 minutes 08 seconds West a distance of 40.
89
feet to a point,
North 64 degrees 51 minutes 25 seconds West a distance of 79.
67
feet to a point,
North 75 degrees 00 minutes 34 seconds West a distance of 53.
91
feet to a point,
North 83 degrees 00 minutes 38 seconds West a distance of
174.
46 feet to a point,
North 81 degrees 37 minutes 55 seconds West a distance of
359.
83 feet to a point,
South 08 degrees 22 minutes 05 seconds West a distance of
104.
48 feet to a point,
South 90 degrees 00 minutes 00 seconds West a distance of 54.
49
feet to a point,
Said point lying on the Eastern line of a proposed Alltel lease area;
thence along said lease area South 00 degrees 00 minutes 00
seconds East a distance of 10.
00 feet to a point, said point being
THE TRUE POINT AND PLACE OF BEGINNING; thence along said lease
area the following courses:
North 90 degrees 00 minutes 00 seconds West a distance of 20.
00
feet to a point,
North 00 degrees 00 minutes 00 seconds West a distance of 20.
00
feet to a point,
North 90 degrees 00 minutes 00 seconds East a distance of 20.
00
feet to a point,
South 00 degrees 00 minutes 00 seconds East a distance of 20.
00
feet to a point,
said point being THE TRUE POINT AND PLACE OF BEGINNING and
contoinino 400.
00 sauore feet or 0.
01 acres of land more or less.
GENERAL NOTES
BEARING DATUM SHOWN ON PROPOSED LEASE AREA
BASED ON A GPS OBSERVATION ON JUNE 19, 2006.
HORIZONTAL DATUM: NAD 83
VERTICAL DATUM: NAVD 88
EXIST. TRITON
L21
INGRESS /EGRESS
LEASE AREA EX. 20 ESMT.
INGRESS /EGRESS
EASEMENT
LEASE AREA DETAIL
1 -- ---- -SCALE: 1"=
10'
Ez3
PROPOSED 20' - "-- -'SCI
PROPOSED
Cip
THIS SHEET
4_
9
20'
x20' ALLTEL
N /F.
TAX MAP #59 -20
I LEASE AREA
D.
B.
2040, PG. 650
1
ZONED: RA
1
1 I
o N L17
J
1
L
Ir`
t
1
0 200 400
I
SCALE IN FEET
1 J
RT, 250 N IVY RD
1
POB-L19 i
PROP. 20'
EXIST. TRITON INGRESS /EGRESS
LEASE AREA EX. 20 ESMT.
INGRESS /EGRESS
EASEMENT
LEASE AREA DETAIL
1 -- ---- -SCALE:
1"=
10'
Ez3
PROPOSED 20' - "-- -'SCI
SEE LEASE --1 INGRESS /EGRESS
kREA DETAIL L77 EASEMENT Cip
THIS SHEET
4_
9
N /F.
TAX MAP #59 -20 mil t
JOHN A. & DOROTHY B. ADAMS Jr.
D.
B. 2040, PG. 650
ZONED: RA N /F`
r TAX MAP #59 -19 ,
KAREN LEIGH OR
DAVID MARSHALL OXFORD ;Jrf rj
r D.
B. 2829, PG. 530
r ZONED: RA
r
L Ir`
t
0 200 400
SCALE IN FEET
3,
050
TO WEST
POCLEIGHDRj _
RT, 250 N IVY RD r
DEED REFERENCE: D.
B. 2040 PG. 650 t
r Q
PROPERTY LINES SHOWN HEREON ARE COMPILED
AND DO NOT REPRESENT A COMPLETE BOUNDARY SURVEY.p
PROPERTY IS SUBJECT TO ALL EASEMENTS & RESTRICTIONS s / my
OF RECORD. THIS SURVEY WAS PREPARED WITHOUT THE r
BENEFIT OF A TITLE BINDER.r r
ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, NC 28105
PROJECT NAME:
CHRISTIAN AID
MISSION SITE
785 VERDANT LAWN LANE
CHARLOTTESVILLE, VA 22903
CELL SITE #:
SURVEY
T 0
V
BRIAN V. CRUTCH IELD
U No. 38972
IONAL E " 1
TIMMONS GROUP .•'':'w.
Site De
v
e
lopment I Residential I Infrastructure I Technology
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
THIS DRAWING PREPARED AT THE
PRINCE GEORGE OFFICE
4260 Crossings Blvd I Prince George, VA 23875
TEL 804.
541.6600 FAX 804.
751.0798 www.
timmons.com
DATE: 7 -3 -06 SCALE: AS SHOWN
DRAWN BY: D. MCBRIDE C3
CHECKED BY:
B. CRUTCHFIELD
JOB NO 23417
HATCH LEGEND
FMI
6' CRUSHED BROWN STONE
1
COMPACTED SUBGRADE
SITE GRAVEL DETAIL
REVISIONS
DATE REASON
8 -22 -06 COUNTY COMMENTS
EX. 20' TRITON
r ACCESS EASEMENT
1
2 59 - 375
7—
3
59.83
T - -- - - - -_- __
EX. METAL I -
I
c b FR
ME
METER
i o 0) ! C
E
A
P BAISE '
IRODto ``
ROD EX. TEIEPHON IFDi
PEDESAL
EX. ICE r —, #K5- B-
1
BRIDGE
IEX. I I EX
AP WOODEN
I POLE I o
IEX°
I `
I
F
00 I I
EX. GRA DEL
AREA EX. CONCRETE PAD EX. TRI ON
WITH CABINET I LEASE I
I
AREA
IPROP. 20' X 20' PROPOSED
ALLTEL LEASE ALLTEL EQUIP.
I IFUTUREAREAPLATFORMICABINETS
21 _- (PAINTED BROWN) J
PROP. 104' STEEL
MONOPOLE
PAINTED BROWN)
LINE TABLE
LINE BEARING LENGTH
L18 S00'
00'
00'
E
10.
00
L19 N90'
00'
00'
W
20.
00
L20 N00'
00'
00'
W
20.
00
L21 N90'
00'
00'
E
20.
00
L22 S00'
00'00 - E 20.
00
Of - —
54.
49'
I00
N /F.
TAX MAP #59 -20
POg PROPOSED 20' JOHN A. & DOROTHY B. ADAMS Jr.
INGRESS /EGRESS
D.
B. 2040, PG. 650
EASEMENT
0 20 40
SCALE IN FEET
C.
11telM
ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, NC 28105
PROJECT NAME:
CHRISTIAN AID
MISSION SITE
785 VERDANT LAWN LANE
CHARLOTTESVILLE, VA 22903
CELL SITE #:
SITE LAYOUT
TH 10
f
BRIAN V. CRUTC
IELD'_
Z
U No. 38972
o T' ZU'
UC`4
TIMMONS GROUP .••'ON
Site Development I Residential I In I Technology
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
THIS DRAWING PREPARED AT THE
PRINCE GEORGE OFFICE
4260 Crossings Blvd I Prince George, VA 23875
TEL 804.
541.6600 FAX 804.
751.0798 www.
timmons.com
DATE: 7 -3 -06 SCALE: 1" = 20'
DRAW BY: D. M C4
CHECKED BY:
B. CRUTCHFIELD
JOB NO. 23417
REVISIONS
x
DATE REASON
10 -20 -06 ARBORIST COMMENTS
0
hhbp .x
4j -S
0 20 40
SCALE IN FEET
1
4
t
i
e
1
x
I'
x
6
x
h
f
w
A
m rd3 1 .
11 .
362.. _ ..
SF ) * EROSION CONTROL
h
6ti
x
ie. lite[
T
M
ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, NC 28105
PROJECT NAME:
CHRISTIAN AID
MISSION SITE
785 VERDANT LAWN LANE
CHARLOTTESVILLE, VA 22903
CELL SITE #:
GRADING & EROSION
CONTROL PLAN
VH OFD
I
V
BRIAN V. CRUTCH ELD Z
U No. 38972
Ve
TIMMONS GROUP.- * * ;;%.
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIASF -X-- X X- SILT FENCE 3.
05
THIS DRAWING PREPARED AT THE
PRINCE GEORGE OFFICE
TP 3 ° ° TREE PROTECTION FENCING 3.
38 4260 Crossings Blvd ( Prince George, VA 23875
TEL 804.
541.6600 FAX 804.
751.0798 www.
timmons.com
CE I l
CONSTRUCTION ENTRANCE 3.
02 DATE: 7 -3 -06 SCALE: 1" = 20'
DRAWN BY: D. MCBRIDE C5VIRGINIAEROSION & SEDIMENT CONTROL HANDBOOK CHECKED BY:
B. CRUTCHFIELD
SPECIFICA TION NUMBER
JOB NO. 23417
LEGEND
x 8.
00
FINISHED SPOT GRADE
0
x
h h Ec FINISHED EDGE OF GRAVEL GRADE
r\EXISTING GRADE
FINISHED GRADE
I
4
I I CE
I
I
I
I.
r
r
i
BENCHMARK– SET ON SOUTHEAST CORNER ON
CONCRETE Pop ELEVATION= 570.
97
I I •1
x
565.
50
EG J II .
566...
153. 5
50 ``` -''
G6 — — "-
i
a
TABLE 331 -C
TEMPORARY SEEDING PLANT MATERIALS SEEDING RATES, AND DATES.
NOTE•
CONTRACTOR SHALL KEEP EXISTING
SEEDING RATES NOR IN SOUIHb
SITE
CONDITIONS
MIXn1R£S
PLANT
2116 5/
1
311 511 ens 1/
hs 5/,sn
SPECIES ACRE 1000 S0. FT,to
41JO
to
8115
to
1111
to
41JO
to
911
to
11/
75
CHARACTERISTICS
OATS
Aveno sot;
w)3 bu. (UP TO 100 lbs.,2 Ibs X X Vx spring wrieties
Iraq., Noble)
OF INGRESS AND EGRESS
NOT LESS THAN 50 Ibz)
OPERATION.
LA*
NS
PLAN VIEW
RYE 2 bu. (UP TO 170 lbs..
KENTUCKY 31 FESCUE >
aR 95X -f00X
CARE
Use for late toll seedings,
creole NOT LESS THAN SO Ibz)25 Ibz X X X
Las
X wntr cover. Tolerates cad
KENTUCKY BLUEGRASS OX -5X
and low moisture.
GERMAN MILLET
SLOPE RED TOP GRASS 2 LBS.1
50
Worm- season annual. Dies at
Setrio nolico)50 fbz opprox. 1 1b.X X Fist frost. Moy be added to
summer mixes
ANNUAL
cRMCRASS
LOW-KENTUCKY 31 FESCUE 108 LBS
May be added n mixes,
Lowm 60 lbs.1.
5 lbs.X X X X V471 mow out of most stands
multi -Borum
SLEEPER
SEASONAL NURSE CROP • 20 LBS LBS
RYE MILLET RYE RY£
THAN 3: 1
CROWNVETCH •• 20 LBS
N££
PING
SUBSTITUTE SERICEA LESPEO£ZA
FOR CROINVVETCH EAST OF FARMVYUE, VA. (MAY THROUGH SEPTEMBER
USE HULLED SERIC£
A, ALL OTHER PERIODS USE UNHULL£D
SERIC£
A).
IF FLAIPEA IS USED W LIEU OF
CROµ
NVETCH,
INCREASE RATE TO 30 LBS /ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED.
EEPWG LLUEGRASS MAY BE ADDED TO ANY SLOPE OR LOW - MAINTENANCE MIX DURING WARMER
Nam- season perrennia. Moy
LOV£
GRASS bunch. Tdrotes not, dry tropes
frogrostis 5 Ibs 5.
5 ozs.X X and ocid. Wrtile soh7s. May be
Curve /o)added to mixes,
K AN
LESPEDEZA Dom - season onnua legume.
Lespedezo 25 !bs,approx, I.
5 /bs X X X X Tdrotes add toys, Mayheaddedtomixes
sripuroceo)
e NORTHERN P1f11MONT AND MOUNTAIN REGION. SEE PLATES 522 -1 AND 322 -2.
b SOUTHERN PIEDMONT AND COASTAL PLAIN.
c MAY BE USED AS A COVER CROP WTH SPRING SEEDING. X MAY BE PLANTED BEMEEN THESE DATES.
d MAY BE USED AS A COVER CROW W IH FALL SEEDING. - MAY For BE PLANTED BETWEEN THESE DATES
PERMANENT SEEDING
TABLE 332 -D
S17E SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
NOTE•
CONTRACTOR SHALL KEEP EXISTING ELEVATION
RAZES SEASONAL NURSE CROP - DATES
SITE
CONDITIONS MIXn1R£S
PER
PER
2116
5/
1
8/
16
11/
1
VDOT /1 COURSE
ACRE
AGGREGATE 5
4/
30 8115 10 /31 2/
75
HIGH TURF -TYPE TALL FESCUE D 200 -250
PAVEMENT
MAINTENANCE
KENTUCKY JI FESCUE LBS.
OF INGRESS AND EGRESS
OPERATION.
LA*
NS
PLAN
VIEW
MINIMUM
KENTUCKY 31 FESCUE >
aR 95X -f00X
CARE TURF -TYPE TALL FESCUE 175 -200
LANN IMPROVED PERENNIAL RYEORASS OX -5X Las
KENTUCKY BLUEGRASS OX -5X
GENERAL KENTUCKY 31 FESCUE 128 LBS
SLOPE RED TOP GRASS 2 LBS.1
50
ANNUAL FOXTAIL ANNUAL WNTER
3:
1 OR SEASONAL NURSE CROP • 20 LBS.LBS RYE MILLET RYE RYE
LESS)
LOW-KENTUCKY 31 FESCUE 108 LBS
MAINTENANCE
SLA°
ESLOPE
RED TOP GRASS 2 LBS,ANNUAL FOXTAIL ANNUAL WAITER
SLEEPER
SEASONAL NURSE CROP • 20 LBS LBS
RYE MILLET RYE RY£
THAN 3: 1
CROWNVETCH •• 20 LBS
SUBSTITUTE SERICEA
LESPEO£ZA FOR CROINVVETCH EAST OF FARMVYUE, VA. (MAY THROUGH SEPTEMBER
USE HULLED
SERIC£
A, ALL OTHER PERIODS USE UNHULL£D
SERIC£
A). IF FLAIPEA IS USED W LIEU OF
CROµ
NVETCH, INCREASE RATE TO 30 LBS /ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED.
EEPWG LLUEGRASS MAY BE ADDED TO ANY SLOPE OR LOW - MAINTENANCE MIX DURING WARMER
SEEDING PERIODS- ADD 10 -20 LBS /ACRE IN MIXES
EROSION CONTROL NARRA77VE
THIS PROJECT CONSISTS OF THE CONSTRUCTION OF
TELECOMMUNICATIONS TOWER, EQUIPMENT CABINETS, AND
GRAVEL LEASE AREA. APPROXIMATELY 0. 01 ACRES OF
LAND DISTURBANCE WILL OCCUR DURING THE
CONSTRUCTION OF THIS SITE. ALL LAND DISTURBING
ACTIWTES WILL TAKE PLACE ON THE SITE. THE LAND
DISTURBANCE WALL INCLUDE CUT AND FILL GRADING
AC TI VI TIES
THE SITE IS LIGHTLY WOODED AND SLOPES GENERALLY
FROM THE NORTHEAST TO THE SOUTHWEST. AN EXISTING
ENTRANCE ONTO iVY LANE WILL BE UTILIZED TO ACCESS
THIS SITE. EXISTING DRAINAGE PATTERNS WILL BE
MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS.
THERE ARE NO AREAS THAT HAVE THE POTENTIAL FOR
SERIOUS EROSION PROBLEMS.
EROSION CONTROL MEASURES ARE TO BE IN PLACE
PRIOR SITE CLEARING AND GRADING ACTIVITIES. ALL
UNGRAVELLED AREAS ARE TO BE SEEDED ACCORDING TO
STATE REGUL A TONS W/ THIN SEVEN (7) DAYS AFTER
ROUGH GRADING OPERATIONS ARE COMPLETED.
PERIMETER SIL T FENCE WILL SERVE AS THE PRIMARY
EROSION AND SEDIMENT CONTROL DEVICE DURING THE
ENTIRE CONSTRUCTION PROCESS.
6
1
ATTACH FILTER FABRIC
qk
To STAKES OR POSTS &
EXTEND IT INTO TRENCH
WOODEN STAKE
OR
STEEL POST
LENGTH = 5' MIN.
EXCAVATED SOIL
BACKFILLED AND
COMPACTED
4 "x4" TRENCH
SF SILT FENCE
WITHOUT WIRE SUPPORT)
NO SCALE
SOURCE:
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1993, 3RD ED.
PLATE: 3.
05 -2
EROSION CONTROL SEQUENCE OF EVENTS
1. NOTIFY ALBEMARLE COUNTY FOR A PRE- CONS 7RUC 77ON MEETING
AND ON -SITE VISIT ONE WEEK PRIOR TO BEGINNING
CONSTRUCTION.
2. INSTALL CONSTRUCTION ENTRANCE, PERIMETER SIL T FENCE, &
TREE PROTECTION FENCING AS PER PLAN.
J. STRIP TOPSOIL.
4. STABILIZE SITE WITH VEGETATION AND STRAW MULCH ACCORDING
TO STA TE REGULA 77ON.
5. GRADE LEASE AREA. PLACE GRAVEL AS SOON AS POSSIBLE.
6. BEGIN MONOPOLE CONSTRUCTION AND CABINET INSTALLATION
7 SEED DENUDED AREAS AS SOON AS POSSIBLE AND MULCH ALL
DISTURBED AREAS
8. CONTINUING MAINTENANCE PRAC77CES SHALL BE PERFORMED TO
INSURE PROTECTION OF DOWNSTREAM PROPERTIES
9. NO EROSION CONTROL DEVICE SHALL BE REMOVED UN71L AN
ADEOUATE STAND OF GRASS HAS BEEN OBTAINED.
NOTE. • ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON
THE PLAN ARE TO BE CONSTRUCTED, MAINTAINED, AND
REMOVED IN ACCORDANCE WITH THE CURRENT EDI77ON OF
THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
EXISTING -
EXISTING GROUND PAVEMENT
70 MIN,
6' MIN.
FILTER CLOTH
NOTE•
CONTRACTOR SHALL KEEP EXISTING
ELEVATION
ROADS FREE OF SOIL BUILD -UP AT
ALL TIMES.
A
VDOT /1 COURSE
AGGREGATE 5
EXISTING / 12 MIN •M N. EXISTING
GROUNO \//PAVEMENT
MUST EXTEND FULL WIDTH I
OF INGRESS AND EGRESS
OPERATION.
PLAN VIEW
SOURCE: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 3RD ED., 1993
PLATE: 3.02 -1
CONTRACTOR SHALL KEEP EXISTING ROADS
FREE OF SOIL BUILD -UP AT ALL TIMES.
ie. lite[
TM
ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, NC 28105
PROJECT NAME:
CHRISTIAN AID
MISSION SITE
785 VERDANT LAWN LANE
CHARLOTTESVILLE, VA 22903
CELL SITE #:
EROSION CONTROL
NOTES & DETAILS
TH OF
BRIAN V. CRUTC FIELD Z
U No. 38972
E
TIMMONS GROUP .••':'`'+•
Site Development I Resident I Infrastructure I Technology
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
THIS DRAWING PREPARED AT THE
PRINCE GEORGE OFFICE
4260 Crossings Blvd I Prince George, VA 23875
TEL 804.
541.6600 FAX 804.
751.0798 www.
timmons.com
DATE: 7 -3 -06 SCALE: NONE
DRAWN BY: D. MCBRIDE Cam' QCHECKEDBY:
B. CRUTCHFIELD
JOB NO, 23417
SECTIW A
3.
02 -1
STONE CONSTRUCTION ENTRANCE
V C NO SCALE
C.
11telM
ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, NC 28105
1. IT IS 7HE CONTRACTOR'
S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND SPECIFICATIONS AND
COORDINATE HIS WORK WITH THE WORK OF ALL OTHER CONTRACTORS TO ENSURE THAT WORK
PROGRESSION IS NOT INTERRUPTED.
2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND ORDERLY SITE, YARD AND
GROUNDS. REMOVE AND DISPOSE OFF SITE ALL RUBBISH, WASTE MATERIALS, LITTER, AND ALL FOREIGN
SUBTANCES. REMOVE PETRO— CHEMICAL SPILLS, STAINS AND OTHER FOREIGN DEPOSITS. RAKE
GROUNDS TO A SMOOTH EVEN — TEXTURED SURFACE.
3. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE GROUND STRUCTURES AND / OR
U77LI71ES BELIEVED TO EXIST IN THE WORKING AREA, EXACT LOCA77ON MAY VARY FROM THE
LOCATIONS INDICATED. IN PAR77CULAR, THE CONTRACTOR IS WARNED 77-
IAT THE EXACT OR EVEN
APPROXIMATE LOCA77ON OF SUCH PIPELINES, SUBSURFACE STRUCTURES AND / OR U77LI77ES SHALL BE
HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. 72 HOURS BEFORE YOU
DIG OR DRILL, YOU MUST CONTACT YOUR LOCAL U77LITY LOCAT7NG SERVICE.
4. 7H£ OWNER OR OWNERS REPRESENTATIVE SHALL BE M077FIED IN WRITING OF ANY CONDITIONS THAT
VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTORS WORK SHALL NOT VARY FROM 7HE
PLANS WITHOUT THE EXPRESS APPROVAL OF 7HE OWNER OR OWNERS REPRESENTATIVE:
5. 77 CON7RACT0R SHALL RESTORE ALL PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO
AT LEAST AS GOOD OF COND17ION AS BEFORE DISTURBED AS DETERMINED BY THE OWNER OR OWNER'
S
REPRESENTA77 VE.
6. THE CON7RACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS
7. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERINC AND THE MAINTENANCE OF SURFACE
DRAINAGE DURING THE COURSE OF WORK
8. ALL UTILITY WORK INVOLVING CONNEC77ONS TO EXISTING SYSTEMS SHALL BE COORDINATED W/
7H THE
OWNER OR OWNERS REPRESENTA7IVE AND 7HE UTILITY OWNER. NOTIFY 7HE OWNER OR OWNER'
S
REPRESENTA7VE AND THE U77LITY OWNER BEFORE EACH AND EVERY CONNECTION TO EXIS77NG
SYSTEMS IS MADE.
9. N07E THAT ALL DIMENSIONS, ELEV477ONS, AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS
SHALL BE FIELD VERIFIED BY THE CON7RACTOR PRIOR TO BEGINNING ANY MATERIALS ORDERING.
FABRICA7701V OR CONSTRUCTION WORK.
10. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE REQUIREMENTS FOR THE LIMITS OF
OVERHEAD AND OR UNDERGROUND ELECTRICAL SERVICE.
11. THE CONTRACTOR SHALL COORDINATE THE LOCA77ON OF NEW UNDERGROUND TELEPHONE SERVICE
WITH THE TELEPHONE U77LITY AND THE OWNERS REQUIREMENTS
SOURCE: CONWED PLASTICS
VDOT ROAD AND BRIDGE STANDARDS
VA. DSWC
PLATE. 3.
1 -1
PROJECT NAME:
CHRISTIAN AID
MISSION SITE
785 VERDANT LAWN LANE
CHARLOTTESVILLE, VA 22903
CELL SITE #:
GENERAL
NOTES & DETAILS
Ho
fik;
o
ti
j BRIAN V. CRUTCH ELD'
2
No. 38972
E
TIMMONS GROUP . -0 ** •
Site Development I Residential I Infrastructure I Technology
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
THIS DRAWING PREPARED AT THE
PRINCE GEORGE OFFICE
4260 Crossings Blvd I Prince George, VA 23875
TEL 804.
541.6600 FAX 804.
751.0798 www.
timmons.com
DATE: 7 -3 -06 SCALE: NONE
DRAWN BY: D. MCBRID C7
CHECKED BY:
B. CRUTCHFIELD
JOB NO. 23417
NQ 7E.
PROPOSED TOWER HEIGHT BASED
ON TALLEST TREE IMTHIN 25' OF
THE PROPOSED MOUNT (TREE #94).
TOP OF TREE #94 IS 660.
5' AMSL.
I
m
a
i
H.
8 i #
88 - 28" WHITE OAK - 79.
3'
I
90 - 28" WHITE OAK - 89.
4'
f
I ' #92 - 28" WHITE OAK - 94.
3'
94 - 32' VN ITE OAK - 100.
7' (
660.
5'
AMSL)
96 - 30" WHITE OAK - 88.
3'
98 - 36" WHITE OAK - 80.
1'
t ALL TREES WITHIN 50 FEET OF THE
FACILITY ARE LISTED ABOVE.
I'
I
1 G
I
1
1
1
NOTE:
TREE NUMBERS 72 AND 74 SHALL BE
FERTILIZED AFTER CONSTRUCTION IS
COMPLETE.
C.
11telM
ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, NC 28105
PROJECT NAME:
CHRISTIAN AID
MISSION SITE
785 VERDANT LAWN LANE
CHARLOTTESVILLE, VA 22903
CELL SITE #:
TREE SURVEY
TH
0,
BRIAN V. CRUTC
IELD'_
Z
U
No. 38972
I
0-
2I•
gC
w
o
S
IONAL E
TIMMONS GROUP .- " ;;%•
Site Development I Residential I Infrastructure I Technology
YOUR VISION ACHIEVED THROUGH OURS.
TPI 7 VIRGINIA I NORTH CAROLINA ( WEST VIRGINIA
THIS DRAWING PREPARED AT THE
1
005 PRINCE GEORGE OFFICE
LJ -
9
REVISIONS
4260 Crossings Blvd I Prince George, VA 23875
TEL 804.
541.
6600 FAX 804.
751.
0798 www.
timmons.
com
0 20 40
DATE REASON DATE: 7 -3 -06 SCALE: 1" = 20'
8 -22 -06 COUNTY COMMENTS DRAWN BY: D. MCBRIDE
SCALE IN FEET 10 -20 -06 ARBORIST COMMENTS
CHECKED BY:
B.
CRUTCHFIELD
JOB NO. 23417
TREE TABLE
53 - 6" TWIN - 23.
0'
J 55 - 6" TWIN -18.
5'
t t 57 - 24" HICKORY - 74.
7'
rj 59 - 28" WHITE OAK - 67.
7'
61 - 36" WHITE OAK - 89.
1'
63 - 36" WHITE OAK - 70.
8'
65 - 36" WHITE OAK - 80.
8'
68 - 48" WHITE OAK - 100.
4'
70 - 17" WHITE OAK - 66.
8'
72 - 28" WHITE OAK - 59.
8'
74 - 40" WHITE OAK - 76.
1'
76 - 15" WHITE OAK - 58.
7'
78 - 15" WHITE OAK - 46.
0'
f 80 - 15" WHITE OAK - 45.
0'
82 - 38" WHITE OAK - 91.
9'
84 - 20" WHITE OAK - 60.
8'
86 - 20" HICKORY - 601'
8 i #
88 - 28" WHITE OAK -
79.
3'I
90 - 28" WHITE OAK - 89.
4'
f
I ' #92 - 28" WHITE OAK -
94.
3'
94 - 32' VN ITE OAK -
100.
7' (
660.
5' AMSL)
96 - 30" WHITE OAK - 88.
3'
98 - 36" WHITE OAK - 80.
1'
t ALL TREES WITHIN 50 FEET OF THE
FACILITY ARE LISTED ABOVE.
I'
I
1 G
I
1
1
1
NOTE:
TREE NUMBERS 72 AND 74 SHALL BE
FERTILIZED AFTER CONSTRUCTION IS
COMPLETE.
C.
11telM
ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, NC 28105
PROJECT NAME:
CHRISTIAN AID
MISSION SITE
785 VERDANT LAWN LANE
CHARLOTTESVILLE, VA 22903
CELL SITE #:
TREE SURVEY
TH 0,
BRIAN V. CRUTC
IELD'_
Z
U
No. 38972
I
0- 2I•
gC
w
o
S
IONAL E
TIMMONS GROUP .- " ;;%•
Site Development I Residential I Infrastructure I Technology
YOUR VISION ACHIEVED THROUGH OURS.
TPI 7 VIRGINIA I NORTH CAROLINA ( WEST VIRGINIA
THIS DRAWING PREPARED AT THE
1 005 PRINCE GEORGE OFFICE
LJ -
9
REVISIONS
4260 Crossings Blvd I Prince George, VA 23875
TEL 804.
541.
6600 FAX 804.
751.
0798 www.
timmons.
com
0 20 40
DATE REASON DATE: 7 -3 -06 SCALE: 1" = 20'
8 -22 -06 COUNTY COMMENTS DRAWN BY: D. MCBRIDE
SCALE IN FEET 10 -20 -06 ARBORIST COMMENTS
CHECKED
BY:
B. CRUTCHFIELD
JOB NO. 23417
NOTE
THE STRUCTURE SHOWN IS SCHEMATIC IN NATURE ONLY.
THE CONTRACTOR SHALL COORDINATE WITH THE CM
FOR ANTENNA MOUNTS AND COAXIAL CABLE SUPPORT
MEANS.
rnn nr rxr, un.,nnni r is rr a i.ur, _ _..
1 Lf '' 'J"'VI
PAINTED BROWN)
ANTENNA AND COAXIAL SCHEDULE (PROPOSED)
ANTENNA
MARK SECTOR ANTENNA AZIMUTH
RADIUS
CENTER
COAXIAL
CABLE LEN
COAXIAL CABLE
DIAMETER
MINIMUM
BENDING RAD.
MECHANICAL
DOWNTILT
A 1 BRAE80063 6 30'101'116'7/
8"10"0'
E 2 BXA -
BXA- 80063 6 150'101'116'7/
8"10"0'
I 3 BXA -80063 6 270'101'116'7/
8"10"0'
3 ANTENNAS, 6 COAXIAL CABLE RUNS
NOTES:
1. AZIMUTHS SHOULD BE IN TRUE DECLINATION STANDARD (CVA MARKET = 8')
IBILITY MOUNTED 2• CENTERLINE MAY NEED TO BE ADJUSTED AND ANY CHANGES SHALL BE COMMUNICATED WITH THE ALLTEL REPRESENTATIVE.
ANTENNAS (3) 3. DOWNTILTS MAY VARY 0.
5' t
INTED BROWN) 4. DIGITAL OR SMART LEVEL MUST BE USED TO MOUNT ANTENNAS.
COLOR CONFIGURATION
SECTOR RX1 TX1 RX2 TX2
1 RED 1 RED 2 RED 3 RED 4
2 WHITE 1 WHITE 2 WHITE 3 WHITE 4
3 BLUE 1 BLUE 2 BLUE 3 BLUE 4
BXA - 80063/
6
71.
1" ANTENNA DIMENSIONS
LENGTH = 71.
1"
WIDTH 11.
2"
DEPTH = 4.
5"
L' 11,
2»
ANTENNA TYPICAL (1 PER SECTOR)
NTS
COLOR CODES SHALL BE 2" BANDS.
TOWER ELEVATION
ENSION
27" DIA.
ie. lite[
T
M
ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, INC 28105
PROJECT NAME:
CHRISTIAN AID
MISSION SITE
785 VERDANT LAWN LANE
CHARLOTTESVILLE, VA 22903
CELL SITE #:
DETAILS
HO6
t;
U
f
a •
r'
BRIAN V. CRUTCH LD I
Z
H
No. 38972
o `
er <
SIONAL Oti
NOTES
1. THE ONLY ON -SITE LIGHTING PROPOSED IS MOUNTED ON
THE PROPOSED CABINETS. THE LIGHTING IS INTENDED
FOR TEMPORARY MAINTENANCE USE ONLY.
2. BROWN PAINT TO BE USED AT THIS SITE IS SW2020
ADIRONDAK.
REVISIONS
ELEVATION
VERT. SCALE: 1"=
15'
TIMM GROUP . ••':'%
Site Development i Residential I Infrastructure I Technology
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
THIS DRAWING PREPARED AT THE
PRINCE GEORGE OFFICE
4260 Crossings Blvd i Prince George, VA 23875
TEL 804.
541.
6600 FAX 804.
751.
0798 www.
timmons.
com
DATE: 7 -3 -06 SCALE: NONE
DATE REASON
DRAWN BY: D. MCBRIDE
8 -22 -06 COUNTY COMMENTS C9
CHECKED BY: B. CRUTCHFIELD
JOB NO. 23417
to
0jU
a
o
F
a
SECTOR
L
12"
A
AZIWM 30'
ECTOR
A IMU 270'SECTOR
A IMU 150'
I
PANG-
ANTENNA
14.
0"
SECIORM
SECTOR
E
snE
TOWER ELEVATION
ENSION
27" DIA.
ie. lite[
T
M
ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, INC 28105
PROJECT NAME:
CHRISTIAN AID
MISSION SITE
785 VERDANT LAWN LANE
CHARLOTTESVILLE, VA 22903
CELL SITE #:
DETAILS
HO6
t;
U
f
a • r'
BRIAN V. CRUTCH LD
I
Z
H
No. 38972
o `
er <
SIONAL Oti
NOTES
1. THE ONLY ON -SITE LIGHTING PROPOSED IS MOUNTED ON
THE PROPOSED CABINETS. THE LIGHTING IS INTENDED
FOR TEMPORARY MAINTENANCE USE ONLY.
2. BROWN PAINT TO BE USED AT THIS SITE IS SW2020
ADIRONDAK.
REVISIONS
ELEVATION
VERT. SCALE:
1"=
15'
TIMM GROUP . ••':'%
Site Development i Residential I Infrastructure I Technology
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
THIS DRAWING PREPARED AT THE
PRINCE GEORGE OFFICE
4260 Crossings Blvd i Prince George, VA 23875
TEL 804.
541.
6600 FAX 804.
751.
0798 www.
timmons.
com
DATE: 7 -3 -06 SCALE: NONE
DATE REASON
DRAWN BY: D. MCBRIDE
8 -22 -06 COUNTY COMMENTS C9
CHECKED BY: B. CRUTCHFIELD
JOB NO. 23417
to
0
jU
a
o
F
a
C
SCALE: 1 -1/
2' = 1' -0'
IV-
L
L
0
W
0
m
W
C8x11.
5 R Y4'
x2 /
4'
x0' -3Y2'
W /(1) 1
Yl6'O HOLE
FOR UNIT
CONNECTION
TYP. 4 PLACES)
PLATE C
NNECTI N DETAIL
u EDGE OF C8
a
PLATE
a
W
IL Y2'
x7'x5'
1) 1 -
W6'
b HOLES FOR
1) 3 / "O HILTI HIT
HY -150 ANCHORS
NOTE:
THIS DETAIL IS
5" EDGE OF E TYPICAL @ EACH
CORNER OF FRAME
C
NNECTI N DETAIL
SCALE: 1' = 1' -0'
EDGE OF C8 3' -0'EDGE OF C8
3 3Y4"
TYP TYP
a n
u
z
U
z
Q Q
C8
W
l
1' GROUT 3/
8' STIFFENER R
ON TYP)
l
It'. I'
2'
x7'
x0' -5'
a
EXIST. GRADE
ID
o
4 ,_
2 ,0 HILTI HIT HY -150
a W/ MIN. EMBEDMENT OF
Cu e TYP ° °6 %- EPDXY INTOMJ
U d °EXISTING CONCRETE
WALL USING HILTI
INJECTION ADHESIVE. (TYP.)
OR APPROVED EQUAL
4) #4 BARS SECTION A 18'
x4'-
2'
x2'-O' DEEP
2) #4 BARS SCALE: 3/
4• =
1
1 -01 THIS SHEET 3,
000 PSI CONCRETE
FOUNDATIONS
TYP. 2 PLACES)
NOTE: SEE SHEET S02 & S03 FOR GENERAL NOTES
ie. lite[
T
M
ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, NC 28105
PROJECT NAME:
CHRISTIAN AID
MISSION SITE
785 VERDANT LAWN LANE
CHARLOTTESVILLE, VA 22903
CELL SITE #:
TYPICAL SUPPORT
PLATFORM
TH
V
BRIAN V. CRUTCHrIELD';'
U No. 38972
SSjONAL E
O1
TIMMONS GROUP .••':'w•
Site Development I Residential I Infrastructure I Technology
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
THIS DRAWING PREPARED AT THE
PRINCE GEORGE OFFICE
4260 Crossings Blvd I Prince George, VA 23875
TEL 804.
541.6600 FAX 804.
751.0798 www.
tim
D 5 - 24 -06 SCALE: AS SHOWN
DRAWN BY : MLS SolCHECKEDBY: DBC
30B NO. 23417
F
4