HomeMy WebLinkAboutSDP200700034 Plan - Approved 2007-06-28FAA "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
CENTERLINE OF EXISTING TOWER
LATITUDE = 38'00'43.7" (NAD 83)
LONGITUDE = 78'31'34.1" (NAD 83)
GROUND ELEVATION — 508.6' (NAVD 88)
SITE INFORMATION
DIRECTIONS TO y FR 1 -64 NEAR
CHARLOTTESVILLE TAKE THE 5TH STREET EXIT
120) SOUTH 1 MILE TO RIGHT ON RT 781
SUNSET AVE). FOLLOW RT 781 TO VIRGINIA
POWER TOWER ON RIGHT BEFORE CROSSING UNDER
1 -64.
PHYSICAL ADDRESS: 925 SUNSET AVE. EXT
CHARLOTTESVILLE, VIRGINIA
911 ADDRESS: NOT YET ASSIGNED
NEARBY PHONE /: TBO
PROPOSED LEASE AREA:625 S.F. (.014 Ax.)
DISTURBED AREA: 3,540 S.F. (.081 Ax).
PROJECT DIRECTORY
OWNER: WOODLANDS OF CHARLOTTESVILLE, LLC.
126 BRIARCLIFF ROAD SUITE 9
ATHENS, GA 30606
434- 951 -5700
APPLICANT: ALLTEL
LESLIE NEELY
10005 MONROE ROAD
MATTHEWS, NC 28105
704) 849 -1785
ENGINEER: TIMMONS GROUP
BRIAN CRUTCHFIELD
4260 CROSSINGS BLVD.
SUITE 1
PRINCE GEORGE, VA. 23875
804) 541 -6611
POWER: VIRGINIA POWER
CUSTOMER SERVICE
888) 667 -3000
TELCO: SPRINT
434) 977 -0550
OFFICIAL: TAY SCHLOTHAUER
401 MCINTIRE ROAD
CHARLOTTESVILLE, VA 22902 -4596
434) 296 -5832
REVISIONS
DATE SHEET NUMBERS BY
3 -23 -07 C4, C7 a Ll gVC
5 -24-07 TI, C3, C7 -Ll BVC
6 -21 -07 Ll BVC
11 alltel
PROJECT NAME:
OLD LYNCHBURG ROAD SITE
WOODLANDS OF CHARLOTTESVILLE, LLC PROPERTY)
ALLTEL PROJECT #:
ALBEMARLE COUNTY, VIRGINIA
DATE: FEBRUARY 9, 2007
TAX PARCEL *:076000000046C0
C. titer
ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, NC 28105
PROJECT NAME:
OLD LYNCHBURG
ROAD SITE
925 SUNSET AVE. EXT
CHARLOTTESVILLE, VIRGINIA
CELL SITE #:328
CO- LOCATION
COVER SHEET
TH 0
BRIAN V. CRIJTC _X
Lic. No. 38972 L.
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ftVV0 W IAND MRSIM CWWWAN ..... "' I """'"a"' I •^"i°"Rwf I Tecimn"m
APPROVALS DATE °
W XW Pte C'I'I"I i10N"'s/1101` YOUR "S'«NACHMWD THROUGH Dom.GINi MA MRA PLAN Nd1EMM #jWW 17C of CWnW=
DEPARTMENT OF COMMUNITY DEVELOPMENT 9=Z9ww= LAND M"EM LA° = VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
PLANNER/ZONING LAND THIS DRAWING PREPARED AT THE
ENGINEER N4Mr (9awtuLfk PRINCE CEGME OFFICE
F (^W* BoomiV. 4260 Crossings Blvd I Prince George, VA 23875INSPECTIONScn. tcAwa7/Ltspejw
cnrANr X016916 go" TEL 804.541.6600 FAX 804.751.0798 www.timmOnS.comARBE ,, U44M AoAWn 422 atassrws &%a. SWW /
P A w4 23m ATE: 2 -09-07 SCALE: NONEDEPARTMENTOFFIRERESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY BA4L- DRAWN BY: M. MALCOM
TiVIRGINIADEPARMENTOFTRANSPORTATIONLS no a mmw AA4Y oKY Ar aNANam dY A PLAN COME SAW CHECKED BY: B. CRUTCHFIELDEARRSTJEstmwmInnEcowryA* wDtrm4xcwHEALTHDEPARTMENT
IOB NO 23593
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VICINITY MAP
1" -2000'
COPMCHT ADC INE AIM PEOPLE
PEAANTIED USE NO 20393659
SCOTTSVILLE MAGISTERIAL DISTRICT
RESPONSIBLE LAND DISTURBER DESIGNATION I
1. TOPOGRAPHY 2,000 FEET OF THE n+r> ` I SHROPOSEd, FAc.7[/TY IS SHOWN ON TH /S ItteloL \
ALLTEL COMMUNICATIONS
10005 MONROE ROAD
r G' MATTHEWS, NC 28105
Ch
0 1
r PROJECT NAME:
05 OLD LYNCHBURGo "
N
I
9 ROAD SITE
s 925 SUNSET AVE EXT
o °° a I CHARLOTTESVILLE, VIRGINIA
CELL SITE #:328
SIZE
LOCATION MAP
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Lic. No. 38972 a =
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VIRGINIA NORTH CAROLINA I WEST VIRGINIA s
THIS DRAWING PREPARED AT THE lift
1 PRIM GEORGE o"IcE 9
V George, VA 23875 ' i4260CrossingsBlvdIPrince
TEL 804.541.6600 FAX 804.751.0798 www.timmons.00m
ot DATE: 2 -09 -07 SCALE: 1" =400'
0 400 Boo y' DRAWN BY: M. MALCOM D
SCALE IN FEET CHECKED BY:B. CRUTCHFIELD N
JOB NO. 23593
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GENERAL NOTES:
i I
no
Ccv ( e-ss
POO PROPOSED
his 25'x25' ALLTEL
df2 LEASE AREA
L6
X. ro LS .
PROPOSED 20'
INGRESS /EGRESS
EASEMENT
N
WOODLANDS OF
CHARLOTTESVILLE, LLC.
D. B. 3076, PG. 586
26
3
BEARING DATUM SHOWN ON PROPOSED LEASE AREA
BASED ON A GPS OBSERVATION ON 9 -7 -06.
HORIZONTAL DATUM: NAD 83
VERTICAL DATUM: NAVD 88
DEED REFERENCE: D.B. 3076, PG 586
PROPERTY LINES SHOWN HEREON ARE COMPILED
AND DO NOT REPRESENT A COMPLETE BOUNDARY SURVEY.
PROPERTY IS SUBJECT TO ALL EASEMENTS & RESTRICTIONS
OF RECORD. THIS SURVEY WAS PREPARED WITHOUT THE
BENEFIT OF A TITLE BINDER.
Sr \
R %
N89'23'44'E
325.00'
01
5k k /o,0
LINE TABLE
LINE BEARING LENGTH
Ll N55 118.57
L2 N34'15'13'W 15.00
L3 N55 25.00
L4 S34 25.00
L5 S55'44'47'W 25,00
L6 N34 25.00
0 100 200
SCALE IN FEET
ta lite[
TH
ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, NC 28105
PROJECT NAME:
OLD LYNCHBURG
ROAD SITE
925 SUNSET AVE. EXT
CHARLOTTESVILLE, VIRGINIA
CELL SITE #:328
SURVEY
TH o
BRIAN V. CRU9'C ELD Z
Lic. No. 38972 ,a
SJIONAL ETA
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TIMMONS GROUP.-- fan
1Nes oseMgrsawt 1 Rests WW dodeff
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VIRGINIA I NORTH CAROLINA I WEST VIRGINIA 1ETHISDRAWINGPREPAREDATTHEsl0PRINCEGEORGEOFFICE ; T
4260 Crossings Blvd I Prince George, VA 23875 a
TEL 804.541 FAX 804.751.0798 www.timmons.com I
5 -9 -07 SCALE: 1" =100'
DRAWN BY: M. MALCOM
CHECKED BY:B. CRUTCHFIELD
NO. 23593
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LEGAL DESCRIPTION
OLD LYNCHBURG ROAD SITE
February 9, 2007
Situated, lying and being as that certain piece or cal of landlocatedintheScottavlleMagisterialDistrictofAlbemarleCounty,Virginia and being more particularly described as follows; commencingatafoundrodlocatedantheEasternrightofwaylineofS.R. 781soldrodbeinglocatedapproximately1,800 feet North of the
intersection of S.R. 781 and S.R. 875 and being the Point ofCanmencement, thence along said right of way line of S.R. 781South84degrees21minutes30secondsEastadistanceof20.00
feet to a found monument, thence North 5 degrees 42 minutes 32
seconds East a distance of 169.51 feet to the Intersection of said
right of way line and the centerline of a proposed 20 foot
ingress /egress easement, thence along said centerline the followingcourses:
North 55 degrees 44 minutes 47 seconds East a distance of118.57 feet to a point,
Said point lying on the Western line of a proposed Alltel lease area;thence along said lease area North 34 degrees 15 minutes 13
seconds West a distance of 15.00 feet to a point, said point beingTHETRUEPOINTANDPLACEOFBEGINNINGthencealongsaidleaseareathefollowingcourses:
North 55 degrees 44 minutes 47 seconds East a distance of 25.00feettoapoint,
South 34 degrees 15 minutes 13 seconds East a distance of 25.00feettoapoint,
S 5 degrees 44 minutes 47 seconds West a distance of 25.00toapoint,
North 34 degrees 15 minutes 13 seconds West a distance of 25.00feettoapoint,
sad point being THE TRUE POINT AND PLACE OF BEGINNING and
containing 625.00 square feet or 0.014 acres of land more or leas.
C2 fN
s
W
EX. 7RANSWISSION TOWER /1145
TOP CONCRETE FOUNDA770N= 509.85 /
2
EXISTiNG
FENCE
EX. SANITARY MANHOLE
TOP= 492.45
INV IN= 486.42
V /
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EX, SANITARY MANHOLE TOP= 500.73
INV IN= 494.63
INV OUT = 491.07
NOT IN USE
N
WC)ODLANDS OF CHARLOTTESVILLE, LLC.
D.B. 3076, PG. 586
C.11ter
ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, NC 28105
PROJECT NAME:
OLD LYNCHBURG
ROAD SITE
925 SUNSET AVE. EXT
CHARLOTTESVILLE, VIRGINIA
CELL SITE #:328
SITE LAYOUT
TH op
BRIAN V. CRUTC ELD Z
Lic. No. 38972 a
lSIONAL EltO
TIMMONS GROUP I
YOM V ACHEM 7MVMM CUM
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
PRINCE GEORGE OFFICE
4260 Crossings Blvd I Prince George, VA 23875
TEL 804.541.6600 FAX 804.751.0798 www.timmons.com
DATE: 2 -9 -07 SCALE: 1 " =20'
DRAWN BY: M. MALCOM
CHECKED BY:B. CRUTCHFIELD
JOB NO. 23593
REVISIONS
DATE REASON
5 -24 -07 COUNTY COMMENTS
t
A
FUTURE P
CABINETS 0PROP. ALLTEL ; •• \
EQUIP. PLATFORM _ `'••: = '
PAINTED BROWN)
F ,
5.19' \\
UNDERGROUND
COAX CABLE
K. \
PROPOSED
12 GRAVEL / ::.'' ..::: , ='-` / /
ACCESS /
MON
w •'' ``' `
t' / 20' ACCESS
unu
til..L<•.a :. M
cg's '•y- _.- a!'.r.-`.:
ol
C / /'
f J J
0 20 40
SCALE IN FEET
A
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atzl
2
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X51
I.
LEGEND
x sc FINISHED SPOT GRADE
oo FINISHED EDGE OF GRAVEL GRADE
FINISHED C/L OF GRASS SWALE GRADE
EXISTING GRADE
r FINISHED GRADE
517.00jfG
k
r
SF ° = 514.80
i EG
l
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r '
A
f - xyQ
x9
f
z
STORM SEWER SCHEDULE
0 20 40
SCALE IN FEET
30.00 LF OF 15 • CL. 111 CONC. PIPE ® 1.90%
INV. 1N= 49249, WV. OUT =491.92
EROSION CONTROL
SF -X — X X- SILT FENCE 3.05
CE I l
CONSTRUC77ON ENTRANCE 3.02
VIRGINIA EROSION do SEDIMENT CONTROL HANDBOOK
SPEC/FICA 77ON NUMBER
C.11teU
ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, NC 28105
PROJECT NAME:
OLD LYNCHBURG
ROAD SITE
925 SUNSET AVE. EXT
CHARLOTTESVILLE, VIRGINIA
CELL SITE #:328
GRADING & EROSION
CONTROL PLAN
1
V/w
BRIAN V. CRUTC U _Z
Lie. No. 38972 .11
E
TIMMONS GROUP :•': I
YOUR VD ACIQ:V®YMROUpI CURL
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
PRINCE GEORGE OFFICE
4260 Crossings Blvd i Prince George, VA 23875
TEL 804.541.6600 FAX 804.751.0798 www.timmons.com
DATE: 2 -9 -07 SCALE: None
DRAWN BY: M. MALCOM
CHECKED BY:B. CRUTCHFIELD
JOB NO. 23593
PERMANENT SEED
TABLE 13 2-D
44 WS • SFASORML mpff OIOo - DAMS
Cawflm SEEDNC ARVIL ES FgI LIa S/I 11/1
10 IM 44a IL1/M ZAa
AM RMF - -TNgE TALL FEMME
iaNnary x FEMME Lz
LAWN
yrAftw AZNXMfY 31 FEMME /
ACAWnw --PIPE LL FEST7E >m tqR -rLgR
17b -3b0LAWAr °gym
a Ln
Guam MINRIOrY X FEMME I" LAS
O'E no MP p1AS4
x SEASQWL MAW GMF • 20 LAM Lim mw 1)v
LOW- A?)/now Jr FEMME «u LmIiANIM901ICEMWgMAWOIL • LR! MM/AL F4KTA( ANMW NtrIEN
OIOIIINE CH • M RTE Mi rr RTE RTE
STLt6Tln/Ri SlJECEA UM-EML'A FM OfOtt fd7Dl EAST OF FAONARL& IK (MAY n/IpKi/ SFTRalIrLASEmaimSDIALLOlI/0I FOd00.1< USE LIM "W SA F FLAnPrA 6 c® All LIEU OrOIII)WAV K EIIVASE 1611E n) M LUIS /A06: ALL "VU ME SEED MUST LE FII MY NOLTI.AIED.R@L+110 LOAMUSS MAY LIE ALE'LED 10 ANY SAW LIR LOW- MAN11MWhC WX MW sgff nSam" A9Wft AM 10-30 CUSS /ACE LN UM
TABLE .131 C
EXISTING GROUND PAVEIENT
70' MINN.
TZ
iFpPARY SEEDING PLANT MA SEEDING RA Im AMO DA IES
FE TEA CLOTH
Sam" 44ES AR'iI1N ff I Sam
ALL TIES
WOT 01
A
Ca1RSE
PLANT
SrEam A=r RIM So Fr
TOE OF flLL
a b OMRACIENWIKS
OA is
Amw aww J w No
as X -
s
j t03 OW
U Lic. No. 38972
X - -4r%= 1125
mwd t M /,/ n) 110 AW6 ZS •aMvr'X X LAM far Mb Al/ awibN
nMw so Ia)X X after .wa.
d9um MLL47
maw so k r a X X -
tom. -....l ...Ma af..r
aw *WL ANr iwa"d to
RIlOeAAS•l.a AYa X -X X - X May be od albwhAr
STONE CONSTRUCTION ENTRANCECEC THIS DRAWING PREPARED AT THE
NO SCALE
m mm but M MtM&
51
SOURCE: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 3RD ED., 1993 4260 Crossings BIVd `^!Fr VA 238751PLATE: 3.02 -1 TEL 804.541.6600 FAX 804.751.0798 www.timmons.
a Lea As ma X X
OF SOL BULD —UP AT ALL TWS DRAWN
wome r wii.aawdw
t6ES..A to Ivor 1.5 tea X X X X RY,rRwwA
MAWMWW F1011010INT AND WLIN MUM SEE P AYU JAIL -I AAO aa-1
JwwmIp nnwavr AAD camAL P AK
C MAY!' LOW AS A COME OW WIN SFIIIC MMOC X MAr LE FlLANE'a 1E77lD1 IILEg AAE'SOAMYLE020ASAG701QMWlt/N FALL S1i»wIIC m4rAff L PLANTED &E7N=r mw LLAIETL
PERMANENT SEED
TABLE 132-D
44 WS • SFASORML mpff OIOo - DAMS
Cawflm SEEDNC ARVIL ES FgI LIa S/I 11/1
10 IM 44a IL1/M ZAa
AM RMF - -TNgE TALL FEMME
iaNnary x FEMME Lz
LAWN
yrAftw AZNXMfY 31 FEMME /
ACAWnw --PIPE LL FEST7E >m tqR -rLgR
17b -3b0LAWAr °gym
a Ln
Guam MINRIOrY X FEMME I" LAS
O'E no MP p1AS4
x SEASQWL MAW GMF • 20 LAM Lim mw 1)v
LOW- A?)/now Jr FEMME «u LmIiANIM901ICEMWgMAWOIL • LR! MM/AL F4KTA( ANMW NtrIEN
OIOIIINE CH • M RTE Mi rr RTE RTE
STLt6Tln/Ri SlJECEA UM-EML'A FM OfOtt fd7Dl EAST OF FAONARL& IK (MAY n/IpKi/ SFTRalIrLASEmaimSDIALLOlI/0I FOd00.1< USE LIM "W SA F FLAnPrA 6 c® All LIEU OrOIII)WAV K EIIVASE 1611E n) M LUIS /A06: ALL "VU ME SEED MUST LE FII MY NOLTI.AIED.R@L+110 LOAMUSS MAY LIE ALE'LED 10 ANY SAW LIR LOW- MAN11MWhC WX MW sgff nSam" A9Wft AM 10-30 CUSS /ACE LN UM
7HIS PROXCT CONSISTS OF THE ATTACHMENT OF
7ELECO4MUNICA770NS ANTENNAS ON AN EXIS77NG VIRGINIA
POWER TRANSMISSION TOWER, 7HE INSTALLA77ON OF TW
OUTDOOR EQUIPMENT CABIN£73 CONSTRUCTION OF A
GRAVEL ACCESS ROAD AND GRAVEL LEASE AREA.
APPROXIMATELY 0.18 ACRES OF LAND DISTURBANCE WILL
OCCUR DURING THE CONSTRUCTION OF THIS SITE ALL
LAND DISTURBING ACTIVITES WILL TAKE PLACE ON THE
SITE. 7HE LAND DISTURBANCE WALL INCLUDE CUT AND
FILL GRADING ACTIVITIES
THE SITE IS CLEAR AND SLOPES GENERALLY FROM THE
EAST TO WEST TO AN EXIS77NG ROADSIDE DITCH ALONG
SR. 781. A NEW ENTRANCE ONTO SR. 781 WILL BE
U77UZED TO ACCESS THIS SITE. A NEW CULVERT WILL
BE INSTALLED UNDER THE PROPOSED GRAVEL ACCESS
ROAD. EXIS77NG DRAINAGE PATTERNS WILL BE
MAINTAINED THROUGHOUT THE CONSTRUC7I0N PROCESS
THERE ARE NO AREAS THA T HA VE THE POTEN 77AL FOR
SERIOUS EROSION PROBLEMS
EROSION CONTROL MEASURES ARE TO BE IN PLACE
PRIOR S17F CLEARING AND GRADING AC AVI TIES. ALL
UNGRAVELLED AREAS ARE TO BE SEEDED ACCORDING TO
STATE REGULA77ONS WITHIN SEVEN (7) DAYS AFTER
ROUGH GRADING OPERA 77ONS ARE COMPLETED.
PERIMETER SILT FENCE AND CULVERT INLET PR07EC77ON
WILL SERVE AS THE PRIMARY ER09ON AND SEDIMENT
CONTROL DEVICES DURING THE ENTIRE CONSTRUC7I0N
PROCESS
ATTACH FILTER FABRIC
TO STAKES OR POSTS k
EXTEND IT INTO TRENCH-
WOODEN STAKE
OR
STEEL POST
LENGTH - 5' MN.
EXCAVATED SOIL
BACKFum AND
COMPACTED
4'x4' TRENCH
S F SILT FENCE
NATHOUT WIRE SUPPORT)
SOURCE:
NO SCALE
VIRONIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1993, 3RD ED.
PLATE: 3.05 -2
1. N07IFY ALBIEMARLE COUNTY FOR A PRE- CONS7RUC770N MEE77NG
AND ON -SITE VISIT DOVE NEEK PRIOR 70 BEGINNING
CONSIRUC770N.
2 INSTALL CONS7RUC770N EN7RANCE AND PERIMETER SILT FENCEASPERPLAN.
1 STRIP 70PSOVL
4. STABIU2E '97E W7H VEGETA AND STRAW MULCH ACCORDINGTOSTATEREGULATION.
5 INSTALL CUL VERT AND GRADE ACCESS ROAD AND LEASE AREA.
INSTALL CULVERT INLVET PR07EC770N AND PLACE GRAVEL AS
SOON AS POSSIBLE.
6. BEGIN CABINET INSTALLA77ON AND ANTENNA ATTACHMENTS
7. SEED DENUDED AREAS AS SOON AS POSSIBLE AND MULCH ALLDISTURBEDAREAS
B CONTINUING MAINIENANCE PRAC77CES SMALL BE PERFORMED TO
INSURE PROWC77ON OF DOWWSIREAM PRAAER77ES
9. NO EROSION CONTROL DEVICE SHALL BE REMOVED UNnL AN
ADEQUATE' STAND OF GRASS HAS BEEN OBTAINED.
N07E ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON
THE PLAN ARE 7O BE CONSTRUCTED, MAINTAINED, AND
REMOVED IN ACCORDANCE WIN 7HE CURRENT ED177OIN OF
ita litel
T"
ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, NC 28105
PROJECT NAME:
OLD LYNCHBURG
ROAD SITE
925 SUNSET AVE. EXT
CHARLOTTESVILLE, VIRGINIA
TOE Of" FlLL ENDWALL
EXISTING GROUND PAVEIENT
70' MINN.
TZ CULVERT
Q' MIN.
Nt
FE TEA CLOTH
V"n°"
RROADS FLEE OF 9011L BUILD-UP AT NOTES & DETAILSALLTIES
WOT 01
A
Ca1RSE ga
i
TOE OF flLL
6' MIN.
L V
Sx TF.ENCE
s
BRIAN V. CRUM LD Z
1
U Lic. No. 38972
SIL T FENCE
ciP CULVERT INL LT PROTECTION
NO SCALE
3.oe—
7HIS PROXCT CONSISTS OF THE ATTACHMENT OF
7ELECO4MUNICA770NS ANTENNAS ON AN EXIS77NG VIRGINIA
POWER TRANSMISSION TOWER, 7HE INSTALLA77ON OF TW
OUTDOOR EQUIPMENT CABIN£73 CONSTRUCTION OF A
GRAVEL ACCESS ROAD AND GRAVEL LEASE AREA.
APPROXIMATELY 0.18 ACRES OF LAND DISTURBANCE WILL
OCCUR DURING THE CONSTRUCTION OF THIS SITE ALL
LAND DISTURBING ACTIVITES WILL TAKE PLACE ON THE
SITE. 7HE LAND DISTURBANCE WALL INCLUDE CUT AND
FILL GRADING ACTIVITIES
THE SITE IS CLEAR AND SLOPES GENERALLY FROM THE
EAST TO WEST TO AN EXIS77NG ROADSIDE DITCH ALONG
SR. 781. A NEW ENTRANCE ONTO SR. 781 WILL BE
U77UZED TO ACCESS THIS SITE. A NEW CULVERT WILL
BE INSTALLED UNDER THE PROPOSED GRAVEL ACCESS
ROAD. EXIS77NG DRAINAGE PATTERNS WILL BE
MAINTAINED THROUGHOUT THE CONSTRUC7I0N PROCESS
THERE ARE NO AREAS THA T HA VE THE POTEN 77AL FOR
SERIOUS EROSION PROBLEMS
EROSION CONTROL MEASURES ARE TO BE IN PLACE
PRIOR S17F CLEARING AND GRADING AC AVI TIES. ALL
UNGRAVELLED AREAS ARE TO BE SEEDED ACCORDING TO
STATE REGULA77ONS WITHIN SEVEN (7) DAYS AFTER
ROUGH GRADING OPERA 77ONS ARE COMPLETED.
PERIMETER SILT FENCE AND CULVERT INLET PR07EC77ON
WILL SERVE AS THE PRIMARY ER09ON AND SEDIMENT
CONTROL DEVICES DURING THE ENTIRE CONSTRUC7I0N
PROCESS
ATTACH FILTER FABRIC
TO STAKES OR POSTS k
EXTEND IT INTO TRENCH-
WOODEN STAKE
OR
STEEL POST
LENGTH - 5' MN.
EXCAVATED SOIL
BACKFum AND
COMPACTED
4'x4' TRENCH
S F SILT FENCE
NATHOUT WIRE SUPPORT)
SOURCE:
NO SCALE
VIRONIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1993, 3RD ED.
PLATE: 3.05 -2
1. N07IFY ALBIEMARLE COUNTY FOR A PRE- CONS7RUC770N MEE77NG
AND ON -SITE VISIT DOVE NEEK PRIOR 70 BEGINNING
CONSIRUC770N.
2 INSTALL CONS7RUC770N EN7RANCE AND PERIMETER SILT FENCEASPERPLAN.
1 STRIP 70PSOVL
4. STABIU2E '97E W7H VEGETA AND STRAW MULCH ACCORDINGTOSTATEREGULATION.
5 INSTALL CUL VERT AND GRADE ACCESS ROAD AND LEASE AREA.
INSTALL CULVERT INLVET PR07EC770N AND PLACE GRAVEL AS
SOON AS POSSIBLE.
6. BEGIN CABINET INSTALLA77ON AND ANTENNA ATTACHMENTS
7. SEED DENUDED AREAS AS SOON AS POSSIBLE AND MULCH ALLDISTURBEDAREAS
B CONTINUING MAINIENANCE PRAC77CES SMALL BE PERFORMED TO
INSURE PROWC77ON OF DOWWSIREAM PRAAER77ES
9. NO EROSION CONTROL DEVICE SHALL BE REMOVED UNnL AN
ADEQUATE' STAND OF GRASS HAS BEEN OBTAINED.
N07E ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON
THE PLAN ARE 7O BE CONSTRUCTED, MAINTAINED, AND
REMOVED IN ACCORDANCE WIN 7HE CURRENT ED177OIN OF
ita litel
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ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, NC 28105
PROJECT NAME:
OLD LYNCHBURG
ROAD SITE
925 SUNSET AVE. EXT
CHARLOTTESVILLE, VIRGINIA
CELL SITE #:328
EXISTING GROUND PAVEIENT
70' MINN.
Q' MIN.
EROSION CONTROL
FE TEA CLOTH
V"n°"
R ROADS FLEE OF 9011L BUILD-UP AT NOTES & DETAILSALLTIES
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OF IN(PIES 40 EWWSS U Lic. No. 38972OPERAl10N.s
PLAN VIEW L, G 7f.07 `
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SECTION A -A MR VLRION A00INW TNRMIAI MARS.
VIRGINIA NORTH CAROLINA WEST VIRGINIAS3.02 –
STONE CONSTRUCTION ENTRANCECEC THIS DRAWING PREPARED AT THE
NO SCALE INCPRE GEOM O 51
SOURCE: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 3RD ED., 1993 4260 Crossings BIVd `^!Fr VA 238751PLATE: 3.02 -1 TEL 804.541.6600 FAX 804.751.0798 www.timmons.
CONTRACTOR SHALL KEEP EXIS7W ROADS ILDATE: 2 -9 -07 SCALE: NONE
OF SOL BULD —UP AT ALL TWS DRAWN BY: M.MALCOM
CHECKED BY .B. CRUTCHFIELD C5
NO. 23593JOB
a
E 66
01 _`
Y. iris 7w COINTRAC7GR5 RE&°ONSABr.ITY TO EXAmE ALL PLAN -MEETS Am SPEOnCAnews AND COORDINATE HIS KRKKITH7HENORWOFALL07WCONTRACTORSTOENSURETHAT "m PROGRESSICW /S NOT ANTERR(AP TED
2 7ME CONTRACTOR IS RESPICWSELE FOR MAANTAMMNG A NEAT AND ORDERLY SITE; YARD AAA7 AROIM& REMOVE ANDOISEOFFSITEALLRUBBISH, WASTE MA7E7PrAL5; UTTER, AND ALL FOREK,W STANCE& REMOVE PETRO-a OCALSPILLSSTAINSANDOTHERFOREIGNOEPOS7T& RAKE GROUNDS 70 A SMOOTH EVE)V- 7EX7URED SURFACE
I THE PLANS SHOW SLID KNONN SUBSURFACE SIRUC71AWS ABOVE GROUND S7RUCRAQES AND / OR UTZWKS BEZAEVID TOE7)OST /N TW NORKING AREA, EXACT LOCATXW MAY VARY FROM THE LOCH TIONS AA&CA TED. IN PARTICULAR, THECONTRACTORISWRNEDTHATTHEEXACTOREVENAPPROMMATELOCATIONOFSUGHPAAE SUBSURFACE STRUCTURESAND / OR UTIJ7ES SMALL BE HrS R£SPONSIIBUry 70 PROCEED WTH GREAT CARE MV E)ffWZMMG ANY MORK. 72 HGURSBEFOREYOUDIGORDRALL, YOU MUST CONTACT YOUR LOCAL U7MJTY LOC47MVG SERMCE.
C TW OWIN OR ONNER'S REPRESO"A71VE SHALL BE NOWXV W NRITNMG OF ANY CONDITIONS THAT VARY FROM THOSESHONVONTHEPLANS77cCON7RmwsNEWT( SHALL NOT VARY FROM THE PLANS NI7HOUT THE oawE55 APPROVAL OFPIEONNERORONNERSREPRESENTAflVE
3 THE CONTRACTOR 9YALL RESTORE ALL PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED 70 AT LEAST AS GOAD OFCOADTIONASBEFOREDISRLARBEDASDETERMNAEDBY7MEOW#W OR ONhER'S REPRE3EHTA17W
B THE CONTRACTOR SHALL COMPLY W7H ALL REQUYRED PERM171
7. CONTRACTOR 90ALL BE RESPCWSME FOR DEWATERMVG AND ThE MAINTENANCE OF SURFACE DRAINAGE DURWG THECOURSEOFNORK
B. ALL UTMJTY NARK ANKXVANG CONNECTIONS 70 EXS7ANG SYSTEMS &YALE BE COORDINATED KITH THE ONNER OR ONNERSREPRE3ENTA77WANDTHEUnUTYONNER. NOTIFY THE ONNER OR OWER'S RE?`RE3FNTA7?W AND THE U7IUTY OMNER BEFOREEACHANDEVERYCONNECTION70OUSTINGSYSMAS6MADE:
A NOTE THAT ALL DIMENSIONS, ELEVATIONS, AAD DOS nW Caw naVS SVONN ON THE DRAWNGS SHALL BE F7ELD VER/F7EDBYTHECCOVMAC70RPRIORTOBEGWNNGANYAIATERUL.S CWIDER/NQ FABRICA7ION OR CONSTRUC770N Now.
10. THE CONTRACTOR SMALL COORDINATE w7H THE ONNER THIS RE0UAR£ww75 FOR THE LmTs OF OVERHEAD AND ORUAVERGROrNNDELECTRICALSERVICE
11. THE CONTRACTOR SHALL COGRDNVA7E THE LOCATION OF NEW LoNDERGROLAV TELEPHONE SERMCE KITH THE TELEPHONEUTMJTYAAbTHEONhERSREOWREWV7&
it. llter
ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, NC 28105
PROJECT NAME:
OLD LYNCHBURG
ROAD SITE
925 SUNSET AVE. EXT
CHARLOTTESVILLE, VIRGINIA
CELL SITE #:328
GENERAL
NOTES & DETAILS
TH
BRIAN V. CRU9' ALD Z
Lie. No. 38972 .
G -Z•o
jONAL E
TIMMONS GROUP : •':
ACW"nMMOW&
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
IATE: 2 -9 -07 SCALE: NONE
IRAWN BY: M.MALCOM
C6NECKEDBY:B. CRUTCHFIELD
OB NO. 23593
NOTE:
THE STRUCTURE SHOWN IS SCHEMATIC IN NATURE ONLY. ANTENNA AND COAXIAL SCHEDULE (PROPOSED) n+THE CONTRACTOR SHALL COORDINATE NTH THE CM
FOR ANTENNA MOUNTS AND COAXIAL CABLE SUPPORT SECTOR ANTENNA A211KJTH RADIUS WOTAMI
MEANS.
A 1 _ 0' 105' 140' 7/a' 10' TBD IC.E 2 - 120' 105' 140' 7/B' 10' TBD
I 3 _ 240' 105' 140' 71d' 10' TBD
3 ANTENNAS 6 COAL CAS RUNS ALLTEL COMMUNICATIONS
Io1E. 10005 MONROE ROAD
1. AZIMUTHS SHOULD BE IN TRUE DECLINATION STANDARD (CVA MARKET = al MATTHEWS, NC 28105
2. CENTERLIE MAY NEED TO BE ADJUSTED AND ANY CHANGES SHALL BE COMMUNICATED 1MTH THE ALLTEL REPRESENTATIVE3. DONNTILTS MAY VARY 0.5' t
4. DIGITAL OR SMART LEVEL MUST BE USED TO MOUNT ANTENNAS.
CA PROPOSED am M0ay ED
ALL7M MMWAS 1 10
PROJECT NAME:
PROPM
ASTM"T
OLD LYNCHBURG
ROAD SITEFBXA—SMa
ANTENNA O EJNSIONS 925 SUNSET AVE. EXT
LENMEXlS71NC112.2'
TH = Y' CHARLOTTESVILLE VIRGINIA7RANSUSS70NMONOPOLE
COLOR CONFIGURATION
SECTOR RX1 Tx1 RX2 TX2
1 RED 1 RED 2 RED 3 RED 4
2 NFMTE 1 1117E 2 WHITE 3 11NTE 4
3 BLUE 1 BLUE 2 BLUE 3 BLUE 4
DEPTH = 4.5'
CELL SITE #:3284_ .r
NIS TOWER ELEVATION
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2 2/01
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AZIMM 120' `
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BRIAN V. CRUTC ELD ZEmS
TRANS TOYER UU Lic. No. 38972 1bl
Ja 7,4'4 ALLTEL EQUIP. 1
CABINETS
S
WIL S E $
PAINTED BROWN) o
SAL MOUNTING METHOD TO BE DETERMINED BY
N
ooMNIaN wRC;wNIA PoNER AAT TNdE OF CONSTRUCTION
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NOTES MMR V== ACMWW 71Mt011tiM OMB.
VIRGINIA NORTH CAROLINA I WEST VIRGINIA.1. THE ONLY ON -SITE LIGHTING PROPOSED IS MOUNTED ON V
5.5 -28.86' TTHE PROPOSED CABINETS. THE LIGHTING IS INTENDED TTHIS DRAWING PREPARED AT THE2FORTEMPORARYMAINTENANCEUSEONLY. PP111INCE GEORGE OFFICE 6.
GROUND ELE ttip• 22. BROWN PAINT TO BE USED AT THIS SITE IS SW2020 44260 Crossings BW I Prince George, VA 23875
508 'AADIRONDAK.
R TEL 804'541.6600 FAX 804.751.0798 wwwAlmmons.com
x: N
3 :REVISIONS
T
DATE: 2 -9 -07 SCALE
EEQUIPMENT WILL BE PAINTED TO MATCH TOWER.
DRAWN BY: M.MALCOM
TOWER ELEVATION 3
DATE RREASON D
WRT• SCALE 11* -25' 55 -24 -07 CCOUNTY COMMENTS iCHECKEDBY: B.CRUTCHFIELD
i
NO. 23593
n
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2 2/01
C-litel
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KEY OUAN77TY SPECIES
SIZE OF MATERIAL ROOT
TYPECALIPERIHEIGHT
REVISED PLANT MATERIALS
17 NORTHERN BAYBERRY 5' -0'B & B
i
PROP. 5' TALL NORTHERN
BAYBERRY O 5' O.C.
Lic. No. 38972
tl -o w4
l0 SIONAL 1
TIMMONS GROUP
1 ,ate VM=AGW" DMW OM 1
REVISIONS
DATE REASON
3 -23 -07 ARB COMMENTS
5 -24 -07 COUNTY COMMENTS
6 -21 -07 REVISED PLANT MATERIALS
ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, NC 28105
PROJECT NAME:
ROAD SITE
925 SUNSET AVE. EXT
CHARLOTTESVILLE, VIRGINIA
CELL SITE *:328
LANDSCAPE PLAN
TH OF
BRIAN V. CRUTCHtLD
OLD LYNCHBURG
RUBBER HOSE
GAL VAN12£D WR£ GUY
12 GAUGE
2X2 HARDWOM STAKE
5HREDDED HARD*000
MULCH (MIN. 3 DEPTH)
EARTH BERM AROUND BALL
REMOVE BURLAP FROM
TUP 1/3 OF BALL
NEVER CUT
MAIN LEADER
0 10 20
SCALE IN FEET
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA
THIS DRAWING PREPARED AT THE
PRINCE GEORGE ONCE
4260 CmwJngs Blvd I Rice George, VA 23875
TEL 804.541.6600 FAX 804.751.0798 www.bmmorts.com
DATE: 2 -9 -07 SCALE: 1 " =10'
DRAWN BY: M.MALCOM
L1CHECKEDBY: B.CRUTCHFILED
JOB NO. 23593
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SCALE 1 -112' = F -0'
11A•
ItI? U2'x7'x5'
1> I9(6'0 HOLES FOR
1) ;'4'0 HILTI HIT
HY -150 ANCHORS
NOTE,
THIS DETAIL IS
EDGE OF C8 5' EDGE OF Q TYPICAL a EACH
CORNER OF FRAME
PLATE CONNECTION DETAIL
SCALE, V = 1' -0'
11' -63U2'
FRAMING PLAN
SCALE 3/4' = P -0'
NOTE, ALL STEEL A36 U.N.O.
EDGE OF C8
1.4
It Y'x2%'x0' -3J%fi'
FOR UNIT
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ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, NC 28105
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PROJECT NAME:
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OLD LYNCHBURG
C8x11.5 ° °
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925 SUNSET AVE. EXT
CHARLOTTESVILLE, VIRGINIA
CELL SITE #:328
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3Y4'
TYP
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DETAILS a
V GROUT
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6
BRIAN V. CRUTC LD ZULic. No. 38972 :t:.
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SIONAL E
k' U2 x7'xO' -5'
TIMMONS GROUP:•':'
F
1
OrawVmAoWADIFMMaws.
136•HOLE
EQUIPMENT
OUTLINE
C8x11.5 Lie Y'x2 -4 x0' -3J'
W /(1) Ih6'0 HOLE
FOR UNIT
CONNECTION
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PLATE CONNECTION DETAIL
SCALE 1 -112' = F -0'
11A•
ItI? U2'x7'x5'
1> I9(6'0 HOLES FOR
1) ;'4'0 HILTI HIT
HY -150 ANCHORS
NOTE,
THIS DETAIL IS
EDGE OF C8 5' EDGE OF Q TYPICAL a EACH
CORNER OF FRAME
PLATE CONNECTION DETAIL
SCALE, V = 1' -0'
11' -63U2'
FRAMING PLAN
SCALE 3/4' = P -0'
NOTE, ALL STEEL A36 U.N.O.
EDGE OF C8
1.4
It Y'x2%'x0' -3J%fi'
FOR UNIT
CONNECTION
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TYP
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ALLTEL COMMUNICATIONS
10005 MONROE ROAD
MATTHEWS, NC 28105
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PROJECT NAME:
3' °
OLD LYNCHBURG
C8x11.5 ° °
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925 SUNSET AVE. EXT
CHARLOTTESVILLE, VIRGINIA
CELL SITE #:328
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3Y4'
TYP
PLATFORM
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V GROUT
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STIFFENER F
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6
BRIAN V. CRUTC LD ZULic. No. 38972 :t:.
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SIONAL E
k' U2 x7'xO' -5'
TIMMONS GROUP:•':'
F
Ift awwopmwK ft"01" LINrtro1 T «MI OrawVmAoWADIFMMaws.
VIRGINIA I NORTH CAROLINA I WEST VIRGINIA E
THIS DRAWING PREPARED AT THE 1
PRINCE GEOM OFFICE 61
4260 Crossings Blvd I Rine GwW, VA 23875 I ITEL804.541.6600 FAX 804.751.0798 www.timmons.com I
DATE: 2 -9 -07 SCALE: NONE `
DRAWN BY: M.MALCOM
CHECKED BY:B. CRUTCNFIELD Sol i
JOB NO. 23593
6
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OR APPROVED EQUAL
4) #4 BARS SECTION A
2) #4 BARS
18'x4' - 2'x2' -0' DEEP
SCALE, 3/4' = 1' -w THIS SHEET 3,000 PSI CONCRETE
FOUNDATIONS
TYP. 2 PLACES)
NOTE SEE SHEET S02 & S03 FOR GENERAL NOTES