HomeMy WebLinkAboutSDP200800097 Plan - Other (not approved) 2008-05-27ZONING ADMINISTRATOR
00
PLANNING COMMISSION AGENT DATE / /
BOARD OF SUPERVISORS CHAIRMAN DATE VA-rA1710n W/fP- ss
SHENANDOAH ,--Y - als.Jafersonlon ')- je ' D C
New Maile -;- ,' PAGE ., FAUQUIER WILLW+1
ROCKWGHAM` `Stanleg -_ :571 • . Tdan
Llmllle p ', shenendQeh `- ' CulpeperSf ,.
Slalford 'Dayton , f!{artlsonDUrg ..•... ' _: MADISON -'' .- , ___' - ,i , ".
FJMOn," : - CU:PEPEPR . _ . ` SAFFORDtlgewaler . "_1 %- ' "_r;', ` ;Madison . ` -, ''•'_ - ..:'._ -.
5tanatdsvllle
Chancellor
USTA "Ybrone ",,. -; RudCersyllle`. +" SPvKYNeNa
7 !IYhR G9rd BO7D TAVERN - SPOTSYLVANIA
Dooms f;. Hall 37° 59' 28.73' N
2
RNenne'HOl n' BoWiing
Is „ 78°20' 14.14' W _GieertI,tR_ G I. - - Loulsa _
uads Aflon . CharlottesSN1 "'• *•. - • CAROLINEDrilli - _ .' ?.hCUCkoo ~Beavertlalrv,
A18Eh1AF2LE Cunrdngham' LOUISA ,
NELSON -- —
V N
CarN _
577'i HANOVER -ew rion - `IC!i 414GoldHILGOOC
La Ffa'kCadenvil ' b .' - - MechanlRs Amherst 2 . HEN1wCff •.^
BUCKINGHAM POWHATAN Tv'kahve°
Madison' SlonewailCMnCUedsNllel Dl- 4 5O' htaton - '•L will
APPOMATT6x BeIllYOOdPomatlox
Court ChesteAle(d• —.pHouse. Oeo CCHESTERFIlic
DATE SITE NAME: BOYD TAVERN ( COUCH PROPERTY)
1641 BLACK CAT ROAD
KESWICK, VA 22947
INSTALLATION OF A 100' A.G.L. MONOPOLE, ANTENNAS AND ASSOCIATED EQUIPMENT
VICINITY MAP (N. T. S)
PROJECT DESCRIPTION:
CONSTRUCTION OF A PERSONAL COMMUNICATION SYSTEM (PCS)
CONSISTING OF A PROPOSED MONOPOLE, PROPOSED ANTENNAS
APPURTENENCES, & PROPOSED EQUIPMENT SHELTER WITHIN A
PROPOSED UNMANNED GRAVELED COMPOUND WITH SECURITY
FENCING. NO WATER OR SEWER IS REQUIRED.
CODE COMPLIANCE:
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN
ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING
CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.
NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK
NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING:
1. VA BUILDING CODE 5. ANSI /TIA /EIA -222 -F
2. UNIFORM BUILDING CODE 6. UNIFORM PLUMBING CODE
3. BUILDING OFFICIALS AND CODE 7. NATIONAL ELECTRIC CODE
ADMINISTRATORS (BOCA) 8. LOCAL BUILDING CODE
4. UNIFORM MECHANICAL CODE 9. CITY /COUNTY ORDINANCES
LOCATION MAP (N. T. S.)
n f i n i J
n iengieer n g
2256 SEWELL MILL ROAD
SUITE 130
MARIETTA, GA 30062
OFFICE #: (678) 444 -4463
FAX #: (678) 444 -4472
LATITUDE: 37' 59' 28.73" N
LONGITUDE: 78' 20' 14.14" W
ELEVATION: ±445.48' AMSL
KESWICK, VIRGINIA
ALBEMARLE COUNTY
DIRECTIONS:
FROM RICHMOND OFFICE, TURN LEFT ONTO RADY STREET. TURN LEFT ONTO MAGNOLIA
STREET. TURN RIGHT ONTO MECHANICSVILLE TURNPIKE /US -360 WEST. MERGE ONTO 1 -64
WEST TOWARD 1 -95. MERGE ONTO 1 -64 WEST VIA EXIT 79 TOWARD POWHITE
PARKWAY/CHARLOTTESVILLE. TAKE THE VA -616 EXIT (EXIT 129) TOWARD KESWICK /BOYD
TAVERN ROAD. TURN LEFT ONTO BLACK CAT ROAD. 1641 WILL BE ON YOUR LEFT JUST
PAST FURTHER LANE.
EMERGENCY / FIRE
ALBERMARLE COUNTY
434 - 972 -4001
MISS UTILITY
OF VIRGINIA
CALL TOLL FREE
1. 800 -552 -7001
THREE WORKING DAYS BEFORE YOU DIG
a
6a6-
93 80YD TAVERN
ffi.73' N
14.14' W ,
PROJECT SUMMARY
LAND OWNER:
TITLE
BOB & MILDRED COUCH
DATE
4886 RICHMOND ROAD
COVER SHEET
KESWICK, VA 22947
02/29/08
CONTACT: BOB & MILDRED ODUCH
434 - 984 -0820 (W) OR 434 -296 -3713 (H)
APPLICANT:
S2
VERIZON WIRELESS
1831 RADY COURT
Zt
RICHMOND, VA 23222
B
CONTACT: STEPHEN WALLER
Z1A
434 - 825 -0617
B
PROJECT DATA:
Z2
TAX MAP - PARCEL ID:TMP 94 -34
ZONING CLASSIFICATION:RA
ZONING JURISDICTION:AL BEMARLE COUNTY
PARENT PARCEL:3.060
AREA OF DISTURBANCE:06 ACRES
OF PARCEL DEVELOPED:2%
LEASE AREA:06 ACRES
EXISTING IMPERVIOUS AREA: 0 SQ FT
PROPOSED IMPERVIOUS AREA: ±5,200 SQ FT
POWER /TELCO UTILITIES
POWER COMPANY: CENTRAL VIRGINIA ELECTRICAL COOP
CONTACT PHONE #: (800) 367 -2832
TELCO COMPANY: EMBARQ
CONTACT PHONE #: (855) %U -5990
DRAWING INDEX
DRWG. #TITLE REV.#DATE
T1 COVER SHEET B 02/29/08
S1 SURVEY 11/06/07
S2 SURVEY 11 /06/D7
Zt SITE PLAN B 02/29/08
Z1A AREA MAP B 02/29/08
Z2 LEASE AREA SITE
PLAN & LAYOUT
B 02/29/08
Z3 TOWER ELEVATION &
DETAILS
B 02/29/08
Z4 GRADING, EROSION, &
SEDIMENT CONTROL PLAN
0 02/29/08
Z5 GRADING, EROSION, &
SEDIMENT CONTROL NOTES
0 02/29/08
Z6 WAVEGUIDE BRIDGE DETAILS B 02/29/08
Z7 SHELTER EL T B 02/29/08
Z8 FEN h A C?„B 02/29/08
C4STOPHER WARRIEN
No. 037631
O
Q
OQ
s
Set
518 P 0
NOTES:
INSET
SCALE 1" - -50'Setoa
LEGEND
R — R — Adjoiner
Creek
Edge of Road
x - x - x - x - Fence
Overhead Utility Line
t Utility Pole
Tree (12" or Larger)
S
o 00
o a Tower
o O Q
z 50.00'
N 88 °46'30
S81.07'05 ,, E
C4
L -
U I
E3 i I
N 88 °37'05" W -
rw
Q ' ! ! o o >
a
1
TAX ID #94 -29A3
e PROPERTY OF
Il BEASLEY
DEED BOOK 1271, PAGE 011
TAX ID #94 -34C
PROPERTY OF
H1ID SON
DEED BOOK 1899, PAGE 189
20'Access Easement —'`.
41 ao
0
1. THE BOUNDARYAS SHOWN ON THIS
MAP WAS PL O TTED FROM DEEDS.
2. THIS MAP DOES NOT MEET VIRGINIA STATE
STANDARDS FOR A BOUNDARY PLA T.
3. THE SOLE PURPOSE OF THIS MAP IS TO
ESTABL/SHA LEASEPARCEL FORA CELLULAR
TELEPHONE INS TALLA TION.
3. SUBJECT PROPERTYAS SHOWN IS
ALBEMARLE COUNTY TAX /D# 94 -34.
4. SUBJECT PROPERTYAS SHOWN DOES NOT FALL
W /THIN THE LIMITS OF H. U. D. DESIGNA TED FL 0O
HAZARD ZONE. THIS OPINION IS BASED UPON AN
INSPECTION OF THE FL 0O INSURANCE RA TE MAPS
COMMUNITYPANEL #51003C 0475D, ZONEX)
AND HAS NOT BEEN FIELD VERIFIED.
5. ALL OWNER AND TAX ID INFORMATION SHOWN
WAS OBTAINED FROM THE AL BEAM RLE COUNTY
G/S WESSITE. THIS SURVEYOR TAKES NO
RESPONSIBILITYFOR THEACCURACYOF THIS
INFORMA T /ON.
100' RADIUS -
v
TAX /D #94 -34
LEASE PARCEL PROPERTY OF
COUCH
DECD BOOK 2719, PAGE 665
I6,>, 0Jaa
0
TAX /D #94 -29An
PROPERTY OF
GRISSINGER
DEED BOOK 397, PA GE 400
LINE
20 "POPLAR
Z TOP ELEV. = 532'
N 88 °46'30" W 45.11'
Z Z 0
121.01'
L3
X Co
34.00'
LL
N 63 °35'58" W 114.69'
28" OAK
115.00'
TOP ELEV. = 535'
Q
OQ
s
Set
518 P 0
NOTES:
INSET
SCALE 1" - -50'Setoa
LEGEND
R — R — Adjoiner
Creek
Edge of Road
x - x - x - x - Fence
Overhead Utility Line
t Utility Pole
Tree (12" or Larger)
S
o 00
o a Tower
o O Q
z 50.00'
N 88 °46'30
S81.07'05 ,, E
C4
L -
U I
E3 i I
N 88 °37'05" W -
rw
Q ' ! ! o o >
a
1
TAX ID #94 -29A3
e PROPERTY OF
Il BEASLEY
DEED BOOK 1271, PAGE 011
TAX ID #94 -34C
PROPERTY OF
H1ID SON
DEED BOOK 1899, PAGE 189
20'Access Easement —'`.
41 ao
0
1. THE BOUNDARYAS SHOWN ON THIS
MAP WAS PL O TTED FROM DEEDS.
2. THIS MAP DOES NOT MEET VIRGINIA STATE
STANDARDS FOR A BOUNDARY PLA T.
3. THE SOLE PURPOSE OF THIS MAP IS TO
ESTABL/SHA LEASEPARCEL FORA CELLULAR
TELEPHONE INS TALLA TION.
3. SUBJECT PROPERTYAS SHOWN IS
ALBEMARLE COUNTY TAX /D# 94 -34.
4. SUBJECT PROPERTYAS SHOWN DOES NOT FALL
W /THIN THE LIMITS OF H. U. D. DESIGNA TED FL 0O
HAZARD ZONE. THIS OPINION IS BASED UPON AN
INSPECTION OF THE FL 0O INSURANCE RA TE MAPS
COMMUNITYPANEL #51003C 0475D, ZONEX)
AND HAS NOT BEEN FIELD VERIFIED.
5. ALL OWNER AND TAX ID INFORMATION SHOWN
WAS OBTAINED FROM THE AL BEAM RLE COUNTY
G/S WESSITE. THIS SURVEYOR TAKES NO
RESPONSIBILITYFOR THEACCURACYOF THIS
INFORMA T /ON.
100' RADIUS -
v
TAX /D #94 -34
LEASE PARCEL PROPERTY OF
COUCH
DECD BOOK 2719, PAGE 665
I6,>, 0Jaa
0
TAX /D #94 -29An
PROPERTY OF
GRISSINGER
DEED BOOK 397, PA GE 400
LINE BEARING DISTANCE
L1 N 88 °46'30" W 45.11'
L2 N 60 °03'47" W 121.01'
L3 N 88 °35'40" W 34.00'
L4 N 63 °35'58" W 114.69'
1 /1 11 00
CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING TANGENT
C1 05 °56'54"2037.63'211.54'211.45'N 16 °52'55" E 105.87'
C2 28 °42'43"115.00'57.63'57.03'N 74 °25'09" W 29.43'
C3 28 °31'53"50.00'24.90'24.64'N 74 °19'43" W 12.71' .
C4 24 °59'42"50.00'21.81'21.64'N 76 °05'49" W 11.08'
00'(Total)
VICINITY MAP
Not to Scale --
BOYD TA VERN
D -COUCH
o MAP SHOWING
PROPOSED LEASE PARCEL
co — PROPERTY OF
COUCH
LOCATED ON
VIRGINIA SECONDARYROUTE #616
BLACK CAT ROAD"
AL BERMARLE COUNTY VIRGINIA
SCALE 1"= 100' DATE 6 NOVEMBER 2007
BLUE RIDGE SURVEYING & MAPPING, INC.
864 WEST STUART DRIVE
H/LLSVILLE, VIRGINIA 24343
PHONEIFAX 276.728.2022 - EMAIL: brsurvey@comcast.net
FAX ID #94 -33
PROPERTY OF
LEWIS
DEED BOOK 3449, PAGE 644
rrt P L T F/ OF 0j /
4 BRIAN L. SUTPHIN
z
O -
CD
LICENSE) No.
2679
AVif
Sotj NATIONAL SURVEY SERVICES COORDINATION BY:
13430 NW 104th Terrace, Suite A
G E L INEJOB #1130
Alachua, FL 32615
386) 418 -0500
PAGE 1 OF SURVEYING, INC. 1 (
3
WWWGEOLINEINC.COM
LEGAL DESCRIPTIONS
LEASE PARCEL:
BEGINNING AT A 518" ROD SET, SAID POINT BEING N 87 °48'04 "E
117.21' FROM A 5/8" ROD FOUND CORNER TO BEASLEY(DB 1271,
PAGE 011) AND GRISSINGER(DB 397, PAGE 400), THENCE
N 01 °13 30 "E 50.00' TO A 518 "ROD SET, THENCE S 88 50.00'
TO A 518" ROD SET, THENCE S 01 *13'30" W 50.00' TO A 518" ROD
SET, THENCE N 88 °46'30" W 50.00' TO THE BEGINNING, AND
CONTAINING 2, 500 SQUARE FEET.
20'ACCESS EASEMENT
BEGINNING A TA POINT, SAID POINT BEING N 01 - 13'30 - E 30.22'
FROM THE POINT OF BEGINNING OF THE ABOVE DESCRIBED
PARCEL, THENCE WITH THE CENTERLINE OF NEW 20'ACCESS
EASEMENT THE FOLLOWING SEVEN CALLS: N 8846'30" W 45.11'
TO A POINT, THENCE WITH A CURVE TO THE RIGHT HA VING A
CHORD BEARING OF N 74 °25'09" W, A CHORD DISTANCE OF
57.03, A RADIUS OF 115.00; AN ARC LENGTH OF 57.63, A
TANGENT OF 29.43, AND A DELTA ANGLE OF 28'4243 TO A POINT,
THENCE 60 °03'47" W 121.01' TOA POINT, THENCE WITH CURVE
TO THE LEFT HA VING A CHORD BEARING OF N 74'19'43" W, A
CHORD DISTANCE OF 24.64, A RADIUS OF 50.00' AN ARC
LENGTH OF 24. 90', A TANGENT OF 12.71, AND A DELTA ANGLE
OF 28 °31'53" TO A POINT, THENCE N 88 °35'40" W 34.00' TO A POINT,
THENCE WITH A CURVE TO THE RIGHT HAVING A CHORD BEARING
OF N 76 °05'49" W, A CHORD DISTANCE OF 21.64, A RADIUS OF 50. 00,
AN ARC LENGTH OF 21. 81, A TANGENT OF 11. 08, AND A DELTA
ANGLE OF 24 °5942" TO A POINT, THENCE N 63 °3558" W 114.69' TO
THE RIGHT -OF -WA Y OF RTE# 616.
PROPOSED TOWER LOCATION INFORMATION
HORIZONTAL POSITION (NAD83)
LATITUDE= 37 °59 28.73" N ±50'
LONGITUDE= 78 °20'14.14" W ±50'
VERTICAL POSITION (NAVD88)
GROUND ELEVATION AT BASE OF TOWER= 445.48' ±20'
PAGE 2OF2
SURVEY NOTES:
1. THE BOUNDARY AS SHOWN ON THIS
MAP WAS PLOTTED FROM DEEDS.
2. THIS MAP DOES NOT MEET VIRGINIA STATE
STANDARDS FOR A BOUNDARY PLAT.
J. THE SOLE PURPOSE OF THIS MAP IS TO
ESTABLISH A LEASE PARCEL FOR A CELLULAR
TELEPHONE INSTALLATION.
3. SUBJECT PROPERTY AS SHOWN IS
ALBEMARLE COUNTY TAX 101 94 -34,
4. SUBJECT PROPERTY AS SHOWN DOES NOT FALL
WITHIN THE LIMITS OF A H.U.D. DESIGNATED FLOOD
HAZARD ZONE. THIS OPINION IS BASED UPON AN
INSPECTION OF THE FLOOD INSURANCE RATE MAPS
COMMUNITY PANEL #51003C 04750, ZONE X)
AND HAS NOT BEEN FIELD VERIFIED.
5. ALL OWNER AND TAX ID INFORMATION SHOWN
WAS OBTAINED FROM THE ALBEMARLE COUNTY
CIS WEBSITE. THIS SURVEYOR TAKES NO
RESPONSIBILITY FOR THE ACCURACY OF THIS
INFORMATION.
PROPOSED 12'
DRIVEL ACCESS
EXISTING PROPERTY LINE I' - - -- I
I
GRAPHIC SCALE
10' 0 10' 20'
TREES TO BE REMOVED
NUMBER SPECIES CALIPER CANOPY HEIGHT AGL HEIGHT
5 ASH 9' 482' AMSL t37'
NOTE:
SfTE SHALL BE MAINTAINED IN ACCORDANCE
WITH A TREE CONSERVATION PLAN TO BE
PREPARED BY A CERTIFIED ARBORIST, AS
REQUIRED BY SEC. 5.1.40(C)(4)
EXISTING 20" POPLAR TREE (2)
f
PROPOSED
NZ8WOODENFENCE
1
r
EXISTING 22" OAK TREE (3) — 1 `
9" ASH TREE (5) PROPOSED — -
MOVED 1 VERIZON 100' -
Z3 MONOPOLE
i
t1
REFERENCE TREE
28' OAK) (1)
PROPOSED 12' l
Zg DOUBLE GAZE {
1 J
EXISTING 21' OAK TREE (4)
PROPOSED TELCO PANEL
PROPOSED METER
PROPOSED
VERIZON 50'x50'
I LEASE AREA
EXISTING CONTOUR (TYP.)
PROPOSED ON(12'x30' SHELTERLTER Z
NOTE PROPOSED VERIZON EQUIPMENT
SHELTER TO HAVE A 1W BROWN
AGGREGATE FACADE
PROPOSED GRAVEL
COMPOUND
HEAVILY WO D AREA WITH NL EPGE
6" TO 18" ALI ER OAK TREES. N TREES
ZO' J R A E TO BE REM D OR7ff - 611P (MFBIRIGE ' ` L DAMAGED. `
T
M 1 SITE LAYOUT
APPROX. NORTH
i
1 B31 RADY COURT
RICHMOND, VA 23222
i n f i n i gy
e n g i n e e r i n g
2255 SEWELL MILL ROAD
SUfTE 130
MARIETTA, GA 30062
TEL 676.4444463
FAX 678.444.4472WWW.INFINIGY.COM
THEE DRAMINGS NO R THE ASAIPWM SlUIFICAUM
AS I% ENTS CF BETAKE, ARE THE D MUSK PROPEXn
OF VERZON WR E5S AND 7LfR USE AND FV8JG11pN
SINLL BE RESTRICTED 70 7FIE OMaK SEE FOR W CH
TIE/ ARE PREPARED. RAISE, REPRODI1 " OR FU OTO
IN ANY YETHOD, IN WHOLE OR WI PARE, S PR"FTED
EXCEPT BY *T&TEN PERINSSM
TITLE THESE ft" 1GMM
REY4N WITH MMN VAEUf 3s WETHOIR PREJUDICE AND
VSLNL CONTACT KM THEY SHALL CM MM PRNA FACE
ENOEN¢E OF ACCEPTANCE OF ROE RFSTRIC710 .
REVISION
N/O. DESCRIPTION BY DATE
41
ISSUED FOR RENEW DAD 11/09/07
RE -MED FOR RENEW CJW 02/29/06
DRAWN E3Y: DAD
cJW
DATE DRAWN: 1 11/09/07
INFINIGY 202 -025
JOB
T TSHEET rrLE:
LEASE AREA SITE
PLAN & LAYOUT
SfTE NUMBER:
ALBERMARLE COUNTY
SfTE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLAC&,CAT RD.
n
CHR16TOPHM J. NVARI
No. 0316h
FOR 71l &y
SHEET NUMBER: REV. If
Z2 A
TREE INVENTORY
NUMBER SPECIES CALIPER CANOPY HEIGHT AGL HEIGHT
1 OAK 28'535' AMSL 90
2 POPLAR 20'532' AMSL t1DO'
3 OAK 22'516' AMSL 76'
4 OAK 21'520' AMSL t80'
5 ASH 9'482' AMSL t37'
TREES TO BE REMOVED
NUMBER SPECIES CALIPER CANOPY HEIGHT AGL HEIGHT
5 ASH 9' 482' AMSL t37'
NOTE:
SfTE SHALL BE MAINTAINED IN ACCORDANCE
WITH A TREE CONSERVATION PLAN TO BE
PREPARED BY A CERTIFIED ARBORIST, AS
REQUIRED BY SEC. 5.1.40(C)(4)
EXISTING 20" POPLAR TREE (2)
f
PROPOSED
NZ8WOODENFENCE
1
r
EXISTING 22" OAK TREE (3) — 1 `
9" ASH TREE (5) PROPOSED — -
MOVED 1 VERIZON 100' -
Z3 MONOPOLE
i
t1
REFERENCE TREE
28' OAK) (1)
PROPOSED 12' l
Zg DOUBLE GAZE {
1 J
EXISTING 21' OAK TREE (4)
PROPOSED TELCO PANEL
PROPOSED METER
PROPOSED
VERIZON 50'x50'
I LEASE AREA
EXISTING CONTOUR (TYP.)
PROPOSED ON(12'x30' SHELTERLTER Z
NOTE PROPOSED VERIZON EQUIPMENT
SHELTER TO HAVE A 1W BROWN
AGGREGATE FACADE
PROPOSED GRAVEL
COMPOUND
HEAVILY WO D AREA WITH NL EPGE
6" TO 18" ALI ER OAK TREES. N TREES
ZO' J R A E TO BE REM D OR7ff - 611P (MFBIRIGE ' ` L DAMAGED. `
T
M 1 SITE LAYOUT
APPROX. NORTH
i
1 B31 RADY COURT
RICHMOND, VA 23222
i n f i n i gy
e n g i n e e r i n g
2255 SEWELL MILL ROAD
SUfTE 130
MARIETTA, GA 30062
TEL 676.4444463
FAX 678.444.4472WWW.INFINIGY.COM
THEE DRAMINGS NO R THE ASAIPWM SlUIFICAUM
AS I% ENTS CF BETAKE, ARE THE D MUSK PROPEXn
OF VERZON WR E5S AND 7LfR USE AND FV8JG11pN
SINLL BE RESTRICTED 70 7FIE OMaK SEE FOR W CH
TIE/ ARE PREPARED. RAISE, REPRODI1 " OR FU OTO
IN ANY YETHOD, IN WHOLE OR WI PARE, S PR"FTED
EXCEPT BY *T&TEN PERINSSM
TITLE THESE ft" 1GMM
REY4N WITH MMN VAEUf 3s WETHOIR PREJUDICE AND
VSLNL CONTACT KM THEY SHALL CM MM PRNA FACE
ENOEN¢E OF ACCEPTANCE OF ROE RFSTRIC710 .
REVISION
N/O. DESCRIPTION BY DATE
41
ISSUED FOR RENEW DAD 11/09/07
RE -MED FOR RENEW CJW 02/29/06
DRAWN E3Y: DAD
cJW
DATE DRAWN: 1 11/09/07
INFINIGY 202 -025
JOB
T TSHEET rrLE:
LEASE AREA SITE
PLAN & LAYOUT
SfTE NUMBER:
ALBERMARLE COUNTY
SfTE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLAC&,CAT RD.
n
CHR16TOPHM J. NVARI
No. 0316h
FOR 71l &y
SHEET NUMBER: REV. If
Z2 A
NOTES:
1. THIS SITE IS NOT LOCATED WITHIN OR ADJACENT TO A
COUNTY DESIGNATED CONSERVATION EASEMENT.
2. THIS SITE IS NOT LOCATED WITHIN ANY AREA
DESIGNATED AS AN AGRICULTURAL OR FORESTAL DISTRICT.
3. ALL UTILITY LINES TO BE RUN UNDERGROUND WITHIN
THE PROPOSED ACCESS /UTILITY EASEMENT SHOWN AND
LABELED ON PLAN. FINAL LOCATION OF UTILITIES WILL BE
DETERMINED BY THE COMPANIES PROVIDING ELECTRICAL
AND TELEPHONE SERVICES.
Q
OQ
U \, HUDSON, DOUGLAS D. & STERLING M. HUDSON
DEED BOOK 1899, PAGE 189
I EXISTING UTILITY ( )
SPOLETYP. I
GRAVEL ACCESS
1 DRIVE
Fpcn
tz \ EASEMEW PROPOSED
I` s VERIZON 50'x50 - --__
EXISTING 1 ` \
pH J 3 LEASE AREA Z2 --
HOUSE 7 \ \ ; 0 BE RQA _J TAX ID #94 -34
EXISTING —__ / EXISTING WOODEN \ PROPERTY OF O ,
STORAGE SHELTER ^_ C01 ICH ROBERT W jR. OR MILDRED A
D ; —
EXISTING TREELINE DEED BOOK 2719, PAGE 665
l 1
oN88 * 05 W - - ? - -- -- --------- - - - - --
9
APPROXIMATE 30.00 (Total)
TREE DRIPLINE
FALL
RADIEREFERENCETREE
Q 11 O y (
28' OAT(} I TAX ID #94 -33
DO -- -- LEWIS, ANNA F.
TAX ID #94 -29A3 '
DEED BOOK 3449, PAGE 644
VACANT
BEASLEY, CHARLES CUTLER & GEORGIE E. TAX ID 494 -29A
DEED BOOK 1271, PAGE 011 GRISSINGER, GEORGE E.
RESIDENTIAL DEED BOOK 397, PAGE 400
VACANT
GRAPHIC SCALE
SITE PLAN
N
N
APPROX. NORTH
verf
1831 RADY COURT
RICHMOND, VA 23222
i nfi n i gy
engines ring2255SEWELLMILLROAD
SUITE 130
MARIETTA, GA 30052
TEL 678.4444463
FAX: 678-444-4472WWW.INFINIGY.COM
THESE DFANN S AND /OR THE ACC01rPAARTNG SPECFIGTNNF
AS IIISIRWENTS OF SF7W ARE THE DCDUSNE PROPERiI'
DF MUON W M AND THEIR USE AND PUBUCATION
SHNl BE RESTRICTED TO THE ORIGI NL SITE FOR WHICH
M ARE PREPARED. REUSE, REPRODUCTON DR PIIBUGATON
BY ANY WT OD, W WNOIE OR IN PART, 6 PROFNBRED
D(CFPT BY WRHIEN PEMAMON FROM VEDR¢ON VIRDISS.
TITLE TO THESE %ANS AND/OR SPECIFICATIONS S KL
REI MI WITH VE MN WIRELESS WRHDIIT PREJUDICE AND
V67ML CONTACT WITH THEM %U CONSHfUfE PRIW FACE
EVIDENCE OF ACCEPTANCE OF THESE ftl:STRICIIOH6.
REVISION
NO. DESCRIPTION BY DATE
MUED FOR REWW DAD 11 /D3 /O7
RE -ISSUED FOR RENEW CJN 02/29/08
DRAWN BY:DAD
CHECKED BY:
CJW
DATE DRAWN:11/09/07
INFINIGY 7n -075
JOB NO:
SHEET TITLE:
I
SITE PLAN
SITE NUMBER:
ALBERMARLE COUNTY
SUE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD.
KESWIC 22947
I LT11 Op
Grp
G
r
V
CHRI OPHER J. WARREN
No. 37631
Sra - n
SHEET NUMBER:REV. f
Z1 A
NOTES:
1. CIRCLE REPRESENTS RADIUS DISTANCE OF
APPROXIMATELY 2200' FROM THE TOWER LOCATION
veitLn wire %ss
1831 RADY CDURT
RICHMOND, VA 23222
i nfi n i gy
enginee ring2255SEWEt.L INLL ROAD
SURE 130
HAARIETTA, G1 30082
TEL. 878 444.4485
FA%: 878.4444472WWtY.W1NNi'(.CAM
THESE DRWAM ND /OR THE ACCOMPANYING SPEORCA ONASDWRUYENISOFSERVICE. ARE THE EXCLIISNE PROPEXIY
OF "ZON WFIELM " I" USE " KS"TION
9 BE RESWIED TO THE ORI K SITE FOR WHIN
W ARE PREVAREO. REUSE WMI)LICTO OR PUMOTq!
ER AN( METHOD, IN WHOLE OR W PAW, 6 PROSTEDEXCEPTBYWWRENPERI9WNFROMVERRONW1RE11M
744 TO DM PLk6 ANO /OR SPECNTCATIDNS SH&L
ROM WTIH VERRON wRELM WTIND9 PREAW ANDNSLNLOOMACTKMTHEM51411CONMITEPROMFACE
EVIOEHCE OF ACCEPTMa OF THESE FEMME
REVISION
DESCRIPTION BY DALE
p ISSLIEO FOR REVIEW DAD 11/09/D7
IRE -
65UED FOR RENEW CJM 02/29/0B
DRAWN ETY: DAD
CJW
DATE DRAWN:I 11/09/07
INFlNIGY 1 202 -025
JOB NO:
SHEET TIRE:
RADIUS MAP
SITE NUMBER:
ALBERMARLE COUNTY
SITE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD.
KESWICK, VA 22947
OF !
I
OPHER J. WARREN
No. 037631
1
I A
NOTES:
I. NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN CONJUNCTION WITH THE NEW TOWER.
2. REGARDLESS OF LUMMENS EMITTED, EACH OUTDOOR LUMINAIRE SHALL BE FULLY SHIELDED AS REQUIRED BY SECTION
4.17 BY THE ZONING SUPPLEMENT 130, 1D- 3D—D4.
3. TOWER AND ALL OTHER ASSOCIATED EQUIPMENT TO BE PAINTED W/ SHERWIN WILLIAMS MATTE JAVA BROWN' }6090
4. BASE OF TOWER NOT TO EXCEED 30' DIAMETER AND TOP NOT TO EXCEED 18' DIAMETER.
5. NEW SHELTER TO HAVE AGGREGATE FINISH.
6. ALL VERTICAL COAXIAL CABLES WILL BE RUN INSIDE OF THE MONOPOLE
7. LIGHTNING ROD WILL NOT EXCEED 2' ABOVE THE TOWER AND WILL BE 1' IN DIAMETER.
n
1
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0m1
REFERENCE TREE
28" OAK)
ICI
A TO DRIPLINEI1
GROUND ELEVATION AT BASE OF
PROPOSED TOWER: ±445.48 AMSL
30'
5'
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w
w
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O ON
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PROPOSED FLUSH
MOUNT BRACKETS
PROPOSED PANEL
ANTENNA (TYP.)
3 ANTENNAS AND TMA'S)
LIGHTNING ROD
MAX. TOP POLE DIAMETER
545' AMSL TO TOP OF
PROPOSED PROPOSED MONOPOLE
VERIZON ANTENNAS
PROPOSED MONOPOLE
PROPOSED 100'
MONOPOLE
T
wireless
I NOTE: PROPOSED VERIZON EQUIPMENT
SHELTER TO HAVE A DARK BROWN
AGGREGATE FACADE
PROPOSED
VERIZON PROPOSED
SHELTER - FENCE (TYP.)
RICHMOND, VA 23222
infinigy
30" MAX BOTTOM POLE DIAMETER
2255 SEWELL MILL ROAD
SUITE 130
MARIETTA, GA 30062
1 MONOPOLE ELEVATION
FAX: 678.444.4472
NOT TO SCALE
2\ TYPICAL FLUSH MOUNT ANTENNA INSTALLATION
NOT TO SCALE
NOTES:
1. TYPICAL FLUSH —MOUNT DESIGN USING COLLAR,
BRACKET AND PIPE MOUNTS.
2. FINAL MOUNTING DESIGN MAY VARY SLIGHTLY
DEPENDING ON AVAILABILITY AND SPECIFIC MANUFACTURER.
3. PROPOSED AMENNAS — (3) ANPHENOL AANEL
MODEL BXA- 165085/12
DIMENSIONS — 72.22'(H) X 6.06'(W) X 4.13'(D)
1= _'Ii== lh'Ii —i
III —Iii -1
NOTE
ALL INFORMATION ON THIS PAGE IS PROVIDED BY VERIZON
WIRELESS AND / OR OTHERS AND IS SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. ANTENNA SHOWN IS TYPICAL AND MAY BE
REVISED PRIOR TO CONSTRUCTION
ve_er&70n,wireless
1631 RADY COURT
RICHMOND, VA 23222
infinigy
e n g i n e e r i n g
2255 SEWELL MILL ROAD
SUITE 130
MARIETTA, GA 30062
TEL 678.444 4463
FAX: 678.444.4472WWW.INFINIGY.COM
THESE DWJAKW AID /OR THE ACCOMPANfING SPECIRCATION
AS W R WENRS OF SEIMCE. ARE THE EXCLUSIVE PROPERTY
OF VERVON WIRELESS AND THEIR I5E AND PUBLICATION
SEWl BE RESTRICTED TO THE DRIGIN& SITE FOR WHICH
THEY ARE PREPARED. REUSE, REPRODLX:TDN OR RtlIB" TION
BY ANY MEIFDD, IN WHOLE OR IN PART, IS PROHIBITED
ON WEXCEPTBYWRITTENPEONFAOYVERIZON IRE.
TITLE TO THESE PUNS AND /OR SPECIRCAT10% SWILL
REM WITH VERQDN WIRELESS WIODUT PREJUDICE AND
VGA CONTACT WITH THEM SHALL CDhUMI]TE PRIM FACIE
EVIDENCE OF AMMANCL OF THESE RESIRIC IONS
REVISION
NO. DESCRI.'T10N BY DATE
FOR REN" DAD 11/09/07
AMPEDBRE-ISM FOR REVEW CJN 02/29/08
DRAWN 6Y:DAD
CHECKED BY:
CJW
DATE DRAWN:11/09/07
INFINIGY 202 -025
JOB NO:
SHEET TITLE
TOWER ELEVATION
AND DLT /1% lLS
SITE NUMBER:
ALBERMARLE COUNTY
SITE NAME:
BOYD
TAVERN
OUCH
SITE ADDRESS:
1641 BLACK CAT RD.
KESWICK, VA 22947
TH OP
L
p
HRI OPHER J. WARREN
No.
03
631
v " V I
O SSIONAL O'
SHEET NUMBER:
Z3 a
f
I EXISTING UTILITY
POLE (TYP.)
II
I
I
l
PROPOSED SILT FENCE ___- - -__ --
Z5 '---
PROPOSED TREE PROTECTIONZ4
EXISTING
HOUSE
LESSEE CENTERLINE OF 2
20' WIDE ACCESS /UTILITY
EASEMENT AND PROPOSED Z
12' WIDE GRAVEL DRIVE
A w
EXISTING WOODEN
CTlTRAr:F C4JFI TFR
EXISTING O_DRIVE - - - --
ROPOSED TREE PROTECTION
EXISTING
PROPERTY LINE REFERE
28" 0
imT00
t ?
N GRADING, EROSION &
1 SEDIMENT CONTROL PLAN
TREE SAVE AREA BRIGHT ORANGESIGNAGEEVERY20' POLYTHYLENE CALLED NORTH
METAL STAKE
LAMINAR FENCE
TYP)
FABRIC
6.0' "
FALL SLOPE (TYP.) 12'
FENCE LOCATION (LIMITS OF a Im
CRITICAL ROOT ZONE OR
LIMITS OF DRIVEWAY SHOWN ON PLANS
N
AS SHOWN ON PLANS N 3 -5 % 7
3 . : —:: r. r::- :.::.::- 3
3 TREE PROTECTION AREA
NOT TO SCALE
EXISTING GRADE
6" THICK ASTM C -33
57 STONE GRAVEL
GRAPHIC SCALE
20' 0 20' 40'
PROPOSED LESSEE 50x50'0 C LEASE AREA (2,500± SQFT)
i
PROPOSED TREE PROTECTIO*@Z4
1 MAX.
STAB LIZATION FABRIC
COMPACTED SELECT
PLACED ON COMPACTED (95
WHERE REQUIRED
SUBGRADE (95% PROCTOR)
COMPACTED SUBGRADE,
FREE FROM TOPSOIL
AND ORGANICS
DRIVEWAY
2 SECTION — CROSS SLOPED
i- - j NOT TO SCALE
v wireless
4 831 RADY COURT
RICHMOND, VA 23222
i nfi n i ggy
e n g i n e e r i n g
2255 SEWELL WILL ROAD
SURE 130
MARIETTA, GA 30082
TEL: 878.444
FAX: 578.444.4472WUWANFlNXN.COM
THESE DRAWINGS AND /DR THE ACCOWWMG SPECIFICATION
AS INSTRUMENTS OF SERVICL ARE THE EDfDLUSNE PRDPER Y
OF VEKON WRELESS AND THEIR USE 40 PI78UCAT10N
SHW. TE RESTXTED M THE OPoDlN4. SITE FOR WHICH
DO ARE PREPARED. Rfl6E, REPRODUCTION OR MICATION
BY ANY METHOD, IN WHOLE OR IN PMT, IS PROHIBITED
WEPT BY WRITTEN PETOISSIDN FROM VERQON WIRUESS.
1TR.E M THESE PLANS AND /DR SPECIFICAT&S SH&L
ROAN WITH VERQON WIC VW PREJUDICE AND
MAL WACT WITH THEM SHALL CONSTITUTE RIM FACE
EVIDENCE OF ACCEPTANCE OF THESE RESTPoCTpNS.
REVISION
N DESCRIPTION BY DATE
A ISSUED FOR REV'EW DAD 17/09/07
RE- ISSUED FOR REVa CM 02/29/08
DRAWN FTY:DAD
CHECKED BY:
CJW
DATE DRAWN:11/09/07
INFlNIGY 202 -025
JOB NO:
SHEET TIRE:
GRADING, EROSION
SEDIMENT
CONTROL PLAN
SITE NUMBER:
ALBERMARLE COUNTY
SITE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD,
KESWIC A 229
bA T op 1 ,
CHRISTOPHER J. WAR E
No. 037631
A 1
NAL
SHEET NUMBER:
17AZ4
GRADING & EXCAVATING NOTES:
1. ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY
HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE
MATERIAL AND EXCESS GROUNDWATER. DEWATERING FOR EXCESS GROUNDWATER
SHALL BE PROVIDED IF REQUIRED,
2. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. IF SOUND
SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH, THE
UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE
REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE
EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE
FOUNDATION.
3. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER
MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME
QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO
STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE USED
AS COMPILING CONCRETE THICKNESS.
4. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW
GRADE, AND BEFORE BACKFILLING, ALL EXCAVATIONS SHALL BE CLEAN OF
UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH
FOR ANY FILLING OPERATION.
5. REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL
MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE
PRIOR TO PLACING FILLS. PLOW, STRIP, OR BREAK UP SLOPED SURFACES STEEPER THAN
THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING SURFACE.
WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS
THAN THAT REQUIRED FOR FILL, BREAK UP GROUND SURFACE TO DEPTH REQUIRED,
PULVERIZE, MOISTURE— CONDITION OR AERATE SOIL AND RECOMPACT TO REQUIRED
DENSITY.
6. —USE APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND
BE FREE FPO,M CLO OR STOINE ' OVER 2 MIAXNIUM IMDIMENSIONS —
BE —BE PLACED IN 6" LAYERS AND COMPACTED TO 95% STANDARD PROCTOR
EXCEPT IN GRASSED /LANDSCAPED AREAS, WHERE 90% STANDARD PROCTOR
7. REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL SURFACING IS
REMOVED DURING CONSTRUCTION OPERATIONS. GRAVEL SURFACING SHALL BE REPLACED
TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAME
THICKNESS. SURFACES OF GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES.
EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF INJURIOUS
AMOUNTS OF EARTH, ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED
PRIOR TO REUSE. FURNISH ALL ADDITIONAL GRAVEL RESURFACING MATERIAL AS REQUIRED.
BEFORE GRAVEL SURFACING IS REPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO
REQUIRED SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY
COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH
APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL MAY BE USED
FOR FILLING DEPRESSIONS IN THE SUBGRADE, SUBJECT TO ENGINEER'S APPROVAL.
8. DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGLIGENCE
SHALL BE REPAIRED /REPLACED TO OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE.
9. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER SO AS
TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS.
10. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION.
11. ALL CUT AND FILL SLOPES SHALL BE MAXIMUM 3 HORIZONTAL TO T VERTICAL.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING SITE VEHICLE
TRAFFIC AS TO NOT ALLOW VEHICLES LEAVING THE SITE TO TRACK
MUD ONTO PUBLIC STREETS. THE CONTRACTOR IS RESPONSIBLE
FOR CLEANING PUBLIC STREETS DUE TO MUDDY VEHICLES LEAVING
THE SITE.PERSPECTIVE VIEW
36" MIN. FENCE POST
WOVEN WIRE FENCE (MIN. 14 1/2
GAUGE W/ MAX. 6" MESH —
SPACING) WITH FILTER CLOTH
FLOW
WOVEN WIRE FENCE
MIN. 14 1/2 GAUGE
W/ MAX. 6" MESH
SPACING)
HEIGHT OF FILTER
16" MIN.
w w 1j--w
B" MIN.
r
N
0
z
UNDISTURBED GROUND
COMPACTED SOIL
GENERAL EROSION & SEDIMENT CONTROL NOTES:
1. THE SOIL EROSION AND SEDIMENT CONTROL MEASURES AND DETAILS AS SHOWN
HERIN AND STIPULATED WITHIN STATE STANDARDS
SHALL BE FOLLOWED AND INSTALLED IN A MANNER SO AS TO
MINIMIZE SEDIMENT LEAVING THE SITE.
2. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE
LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND
ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR
OTHER APPROPRIATE MEANS.
3. EROSION CONTROL DEVICES SHALL BE INSTALLED BEFORE GROUND
DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION
CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THOSE SHOWN ON THE
APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE
DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR
ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION.
ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF
CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
4. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES
MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE
PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE
DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS.
ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE
OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER
IMMEDIATELY.
5. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL
PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL
CLEAN OUT ALL SEDIMENT PONDS WHEN REQUIRED BY THE ENGINEER OR
THE LOCAL JURISDICTION INSPECTOR. CONTRACTOR SHALL INSPECT EROSION
CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE
MEASURES ARE FUNCTIONING PROPERLY.
6. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN
THE SILT IS WITHIN 12 OF THE TOP OF THE SILT FENCE.
7. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION
CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION
BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE
CORRECTED.
8. SILT BARRIERS TO BE PLACED AT DOWNSTREAM TOE OF ALL
CUT AND FILL SLOPES.
9. ALL CUT AND FILL SLOPES MUST BE SURFACED ROUGHENED AND
VEGETATED WITHIN SEVEN (7) DAYS OF THEIR CONSTRUCTION.
10. CONTRACTOR SHALL REMOVE ALL EROSION & SEDIMENT CONTROL
MEASURES AFTER COMPLETION OF CONSTRUCTION AND
ESTABLISHMENT OF PERMANENT GROUND COVER.
11. THE ESCAPE OF SEDIMENT FROM THE SITE
SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL
MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH,
LAND— DISTURBING ACTIVITIES.
FERTILIZER MIX
APPLICATION N. # /ACRE P 0 # /ACRE K # /ACRE N, TOP DRESSING
1st 60 — 90 120 — 180 120 — 180 50
2nd 60 120 120
NOTE:
GRASS AND MULCH ALL DISTURBED AREAS
WHEN HYDRAULIC SEEDING AND FERTILIZING EQUIPMENT IS USED, NO GRADING AND SHAPING OR
SEEDBED PREPARATION WILL BE REQUIRED. THE FERTILIZER, SEED AND WOOD CELLULOSE FIBER
MULCH WILL BE MIXED WITH WATER AND APPLIED IN A SLURRY. ALL SLURRY INGREDIENTS MUST
BE COMBINED TO FORM A HOMOGENEOUS MIXTURE, AND SPREAD UNIFORMLY OVER THE AREA
WITHIN ONE HOUR AFTER MIXTURE IS MADE. STRAW OR HAY MULCH AND ASPHALT EMULSION
WILL BE APPLIED WITH BLOWER —TYPE MULCH SPREADING EQUIPMENT WITHIN 24 HOURS AFTER
SEEDING, THE MULCH WILL BE SPREAD UNIFORMLY OVER THE AREA, LEAVING ABOUT 25
PERCENT OF THE GROUND SURFACE EXPOSED.
GRADE, SHAPE AND SMOOTH WHERE NEEDED TO PROVIDE FOR SAFE EQUIPMENT OPERATION AT
SEEDING TIME AND FOR MAINTENANCE PURPOSES. THE LIME AND FERTILIZER IN DRY FORM WILL
BE SPREAD UNIFORMLY OVER THE AREA IMMEDIATELY BEFORE SEEDBED PREPARATION. A
SEEDBED WILL BE PREPARED BY SCARIFYING TO A DEPTH OF 1 TO 4 INCHES AS DETERMINED
ON SITE. THE SEEDBED MUST BE WELL PULVERIZED, SMOOTHED AND FIRMED. SEEDING WILL
BE DONE WITH CULTIPACKER— SEEDER, DRILL, ROTARY SEEDER OR OTHER MECHANICAL OR HAND
SEEDER. SEED WILL BE DISTRIBUTED UNIFORMLY OVER A FRESHLY PREPARED SEEDBED AND
COVERED LIGHTLY. WITHIN 24 HOURS AFTER SEEDING, STRAW OR HAY MULCH WILL BE SPREAD
UNIFORMLY OVER THE AREA, LEADING ABOUT 25 PERCENT OF THE GROUND SURFACE EXPOSED.
MULCH WILL BE SPREAD WITH BLOWER —TYPE MULCH EQUIPMENT OR BY HAND AND ANCHORED
IMMEDIATELY AFTER IT IS SPREAD. A DISK HARROW WITH THE DISK SET STRAIGHT OR A SPECIAL
PACKER DISK MAY BE USED TO PRESS THE MULCH INTO THE SOIL.
1 10' MAX r To r
36" MIN. LENGTH FENCE
POSTS DRIVEN MIN. 16"
INTO GROUND.
CONSTRUCTON SPECIFICATIONS
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES
OR STAPLES. POSTS SHALL BE STEEL EITHER 'T" OR U" TYPE OR HARDWOOD.
2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIREFENCEWITHTIESSPACEDEVERY24ATTOPANDMIDSECTION.
FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER—
LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X,
MIRAFI 100X, STABILINKA 7140N, OR APPROVED EQUIVALENT.
4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
BULGES" DEVELOP IN THE SILT FENCE.
EMBED FILTER CLOTH
A MIN. OF 6" IN GROUND. _
4"
16" MIN.
SECTION VIEW
1 SILT FENCE DETAIL
NOT TO SCALE
Ver,f WMe%ss
1831 RADY COURT
RICHMOND, VA 23222
i nfi n i gy
e n g i n e e r i n g
2255 SEWELL MILL ROAD
SUITE 130
MARIETTA, GA 30062
TEL 676.444.4163
FAX: 676444.4472WNWANRNIGY.COM
THESE DRAM7NGS AND /OR THE ACID)WANYINO SP0GNCAl1DN
AS WSIRIAIENTS OF SFH a ARE THE EXCUISNE PROPERTY
OF YER70N WIRELESS AND THEIR USE AND PUBUCAMN
SWILL BE RESIR1CTED TO THE ORO& SITE FOR *9CH
THEY ARE PREPARED. REUSE, REPROOLICTpN OR PUBLICATION
BY ANY METH R! OD, WHCLE OR W PARE, 6 PRmwm
EXCEPT BY WRITTEN PONE" FROM VIEMN WIRELESS.
NRF TO THESE PLANS AND /DR SPECIFICATIDIIS SHALL
RENAIN WITH YUEDN MiRElESS MTRW PREJUDICE AND
VISUAL ODNTACT WDN THEM SEMI CONSTTW PRIMA FACE
EVIDENCE OF ACCEPTANCE OF THESE RESTFX7IOILS
REVISION
N DESCRIPTION BY DATE
q ISSUED FOR RENEW DAD 11/09/07
RE -ISSUED FOR REVIEW CA 02/29/08
x\
DRAWN TTY:DAD
CHECKED BY:
CJW
DATE DRAWN:11/09/07
JOB NO:
SHEET TITLE:
GRADING, EROSION
SEDWEN T
CONTROL NOTES
SITE NUMBER:
ALBERMARLE COUNTY
SITE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD.
KESWICK, VA 22947
N
HR1S PHER J. WARREN
No. 03 i 631.
OSSjONAL10;O`ti
SHEET NUMBER:REV. III
Z5 A
MONOPOLE
A
o:
0
w
PROPOSED 2 —POLE WAVEGUIDE
BRIDGE
3 1/2" O.D. x 15' -0" SUPPORT PIPE
CUT AS NECESSARY) EMBEDDED IN
CONCRETE INSTALLED PER MFG'S
INSTRUCTIONS.
CONCRETE FOOTING (TYP)
6" #1 OR #2 STONE OR EQUAL
TO EXISTING COMPOUND
it n_
U l'
2 SECTION VIEW
NOT TO SCALE
ver&7 wireless
1831 RADY COURT
RICHMOND, VA 23222
i nfi n i gy
e n g i nee r i n g
2255 SEWELL WILL ROAD
SUITE 130
MARIETTA CA 30062
TEL: 578.444'4463
FAX: 676.444.4472WWNJNF%%*f.COM
THESE DRAWINGS AND/OR THE ACCOI WM SPECIFICATION
AS W5TRWEN S OF SEIVICE, ARE THE EXCLUSIVE PROPERII
OF YMON WIRELESS AND THEIR LSE AND PLBUCATION
SH AIi BE RESTRICTED TO THE ORIGkUL SITE FOR WHICH
THEY ARE PREPARED. REllSE. REPRODUC110N OR PUMTIOI
Bf ANY YEDgD, IN WHOLE OR IN PART, IS PROHIBRFD
EXCEPT BY WRITTEN PONS" FROM VOUCH WIRELESS
TIRE TO THESE PIAS AND /OR SPECMTIONS SHAH
REM VM N76ZON WIREISS WTIHMT PREJUDICE AND
V&k COMACT WTIN THEM SKOLL CONMRE PRW FADE
EVDENCE OF ACCUW4CE OF THEE R61R1CTION&
REVISION
DESCRIPTION BY DATE
q ISSUED FOR REVIEW DAD 11/D9/07
RE- ISSUED FOR RD" CJW 02/29/08
D7. :
DAD
ECKED ED':
DATE DRAWN: 11/09/07
INFINIGY 202 -025
JOB NO:
SHEET TIRE'
WAVEGUIDE
BRIDGE DETAILS
2' -0" t
HOLES
3 ISOMETRIC WAVEGUIDE BRIDGE
NOT TO SCALE
VALMONT MICROFL
UNIVERSAL PIPE A
KIT PART NO. Bl
WAVEGUIDE
PIPE POST
GPS ANTENNA
1" 0 DIAMETER SCHEDULE 40 RIGID
GALVANIZED STEEL PIPE, 24 LONG
4 GP ANTENNA MOUNT
NOT TO SCALE
SITE NUMBER:
ALBERMARLE COUNTY
SITE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD.
KESWICK, VA 22947
N OF
y °
CHRIS PHER J. WARREN
NO. 0376 1
ti
E
Z6 a
WAVEGUIDE BRIDGE DETAIL
NOT TO SCALE
3' -5 %'
REAR WALL ELEVATION C
NOT TO SCALE
MOTION SENSITIVE
OUTDOOR LIGHT-
4' -11 %"
9' -8"
33' -2"
9' -5%
FOR CABLE
CONFIGURATION
SEE DETAIL BELOW)
11-811
30'
FRONT WALL ELEVATION A
NOT TO SCALE
DARK ° 1 DARK BROWN
BROWN AGGREGATE
AGGREGATE FACADE
FACADE —
I .' I
MOTION SENSITIVE
OUTDOOR LIGHT
I - l
L - 1
DARK
BROWN
AGGREGATE
FACADE
MOTION SENSITIVE
OUTDOOR LIGHT
1 00 OO II I I
I
till
i
JIr —
1
SIDE WALL ELEVATION D
NOT TO SCALE
TYPICAL WALL LAYOUT:
1 TYPICA SHELTER ELEVATIONS
NOT TO SCALE
NOTES:
1. PROPOSED BUILDING LIGHT FIXTURE WILL BE SHIELDED IN ACCORDANCE WITH
ALBEMARLE COUNTY REQUIREMENTS AND OPERATED BY MOTION SENSOR. PROPOSED
ILLUMINATION IS FOR TEMPORARY MAINTENANCE AND SECURITY PURPOSES ONLY.
2. BUILDING WILL HAVE A DARK BROWN, AGGREGATE FACADE NOTE.
INFORMATION CONTAINED IN THESE DRAWINGS REFERRING TO THE PROPOSED
VERIZON EQUIPMENT SHELTER WERE OBTAINED FROM STANDARD EQUPIMENT
SHELTER DRAWINGS PROVIDED BY VERIZON. THE INFORMATION CONTAINED IN
THESE PLANS SHOULD BE CONSIDERED AS A GUIDE AND CONTRACTOR IS
SPECIFICALLY DIRECTED TO OBTAIN AND USE THE SHELTER DRAWINGS PROVIDED
BY VERIZON SPECIFIC TO THIS SITE.
C
B D
A
DARK
BROWN
AGGREGATE
FACADE
PRE -FAB BUILDING WAS DESIGNED BY OTHERS AND DRAWINGS
WERE PROVIDED AS PART OF VERIZON WIRELESS STANDARD DETAILS
REFER TO 11' -7' x 30'x 10' -7" CONCRETE SHELTER DRAWINGS
MODEL #2685) BY VFP, INC. FOR SPECIFIC INFORMATION
SIDE WALL ELEVATION B
NOT TO SCALE
13' -3"
5' -1O
v wireless
1831 RADY COURT
RICHMOND, VA 23222
i nfi n nengineerin gg2255SEWELLMILLROAD
SUFTE 130
MARIETTA, CA 30062
TEL• 678.4-44.4463
FAX: 678.444.4472WYW.INFINIGY.COM
THESE DPAMNGS AND/OR THE ACCOWWW SPECMTgX
AS INSfRUMIDITS OF SUMCE, ARE THE ECCl1SJE N OROM
OF VWDN 111REIESS AND THEIR USE AND PU&JCpIDN
SHALL BE RFSTWO M THE ORN,7NAL SITE FOR V"
THEY ARE PREPARED. REUSE, REPRODUCRON OR PU8LM N
BY ANY YEM OD, N WHOSE DR N PART, IS PRORWED
EXCEPT BY MARTEN PWRSSION FROM VERRON WWELE55.
AME To THESE PUNS AND /oR SPoomams %%ALL
RR M WMH VE31204 WNFIESS W DW PREJUDICE AND
VISLAL CONTACT WTM THEM %ALL 00WS PRIW FWE
WDENCE OF ACCEPTANCE OF THESE RESfW701S.
REVISION
NO. DESCRIPTION BY DATE
A ISSUED FOR RENEW DAD 11/09/07
B RE- ISSUED FOR REVIEW CA 02/29/08
L.1 —
DRAWN BY:DAD
CHECKED BY:
cJw
DATE DRAWN:11/09/07
INFlNIGY 202 -025
JOB NO :
SHEET ='
SHELTER ELEVATIONS
SITE NUMBER:
ALBERMARLE COUNTY
SITE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD.
KESWICK, VA 22947
Op L
RIS PHER J. WARRE
37631
5d
0 \IAL
SHEET NUMBER:REV. /
Z7 A
3" X 3/4" PRESSURE TREATED PICKETS WITH
DOG EAR 5
CONCRETE
FOOTING (TYP)
r-2" X 4" PRESSURE TREATED BACKERS.
3" X 3/4" PRESSURE TREATED BOX FRAME AND CROSS BRACE EACH GATE
LUMBER. DOG EAR STYLE SECTION. MITRE BRACE ENDS TO FIT SNUG.
BOARD END TREATMENT.
6" X 8' PRESSURE
2"TED POSTS (TYP) r THREADED EYEBOLT. ATTACH 1/8" CABLE FROM
GATE TO POST. (TYP BOTH SIDES).
I
5" X 5" SQUARE
r -- -- i PRESSURE TREATED POST
L_ J
ALUMINUM INSTALL REVERSABLE HINGE LOCK \ / \ / PROVIDE ALUMINUM
TYPE NAILS PLATE WITH PADLOCK \ \ / \ \ / SCREW TYPE NAILS
PICKET) / \3 PER EACH BRACE END)
iED GRADE
PRESSURE TREATED STOCKADE FENCE DETAIL (DOG EAR
NOT TO SCALE
NOTE: PAINT OR STAIN ENTIRE FENCE, INSIDE & OUT.
SITE OWNER TO SELECT TYPE & COLOR
eM BOARD STYLE SWING GATE -DOG EAR STYLE (12' WIDE)
NOT TO SCALE
6" #57 STONE OR EQUIVALENT
ON STABIUZATION FABRIC —
GRADE TO DRAIN AS
SHOWN ON PLAN
WOODEN FENCE
LIMITS OF CRUSHED
STONE SURFACE
2" x 6" PRESSURE
TREATED WOOD CURB.
GRADE TO DRAIN
AWAY FROM TOWER
YARD
i 2" x 4" x 1' -6" LONG
PRESERVATIVE PRESSURE
MARAFI TREATED WOOD STAKE AT
STABIUZATION FABRIC ` U 5' -0" O.C.
PLACED ON COMPACTED 12"
SUBGRADE
3 SECTION THROUGH COMPOUND
NOT TO SCALE
ve wireless
1831 RADY COURT
RICHMOND, VA 23222
infinigy
e n g i n e e r i n g
2255 SMELL MU. ROAD
SURE: 130
NA M& GA 30062
TEL' 678.444 4483
FAX 678 444.4472
WWW.INFINGf.COY
THESE DRAWMIGS AND /OR THE ACCOMPANYNG SPEDWICATION
AS OMMENTS OF SERNCE, ARE THE D UASNE PROPEIM
OF VMDN WRREIIS AND THER USE AND PUMIrAT10N
SH U BE RESTRICTED TO THE DWN1L SffE FOR ANKH
THEY ARE PREPARED. REUSE, RFPRODUCTTIOH DR RUXA
BY ANY METHOD, N WHORE OR IN PARE, 6 POEM
EXCEPT fff WRRift NPE ON YV94M MUMMETOTHESE
REYUN WITH YMON WIRSISS WRHOUT PRIA MCE AND
V%K CDNTACr WTM THEN SHAG CONSRfUTE PRA FAM
EVIDENCE OF ACCEPTANCE OF THESE Rf.STRIDDN&
REVISION
DESCRIPTION HY DATE
A ISAIED FOR RENEW DAD 11/09/07
RE -ISSM FOR RENEW CJY 024'29108
DRAWN BY:DAD
CHECKED BY:
CJW
DATE DRAWN:11/09/07
INRNIGY
JOB NO:
SHEET ='
FENCE DETAILS
SUE NUMBER:
ALBERMARLE COUNTY
SITE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD.
KESWICK, VA 22947
ALT I (O
o. 037631
4
FSSICINAL'
SHEET NUYETEIL
4" X 8" GALV. STEEL HINGE.
Z8 a
r
FASTEN WITH SEVEN
1 1 -7/8" SCREWS. (TYP. FOR
a T L t T EACH HINGE)t
4" X 4" SOUARE I I \ \\ \
I PRESSURE TREATED 1I I \
FINISHED I I POST. SET IN LINE
GRADE I
I
WITH GATE POSTS.
I
I I
48"
BACK OF GATE)
12' GATE OPENING
1.5'
I
eM BOARD STYLE SWING GATE -DOG EAR STYLE (12' WIDE)
NOT TO SCALE
6" #57 STONE OR EQUIVALENT
ON STABIUZATION FABRIC —
GRADE TO DRAIN AS
SHOWN ON PLAN
WOODEN FENCE
LIMITS OF CRUSHED
STONE SURFACE
2" x 6" PRESSURE
TREATED WOOD CURB.
GRADE TO DRAIN
AWAY FROM TOWER
YARD
i 2" x 4" x 1' -6" LONG
PRESERVATIVE PRESSURE
MARAFI TREATED WOOD STAKE AT
STABIUZATION FABRIC ` U 5' -0" O.C.
PLACED ON COMPACTED 12"
SUBGRADE
3 SECTION THROUGH COMPOUND
NOT TO SCALE
ve wireless
1831 RADY COURT
RICHMOND, VA 23222
infinigy
e n g i n e e r i n g
2255 SMELL MU. ROAD
SURE: 130
NA M& GA 30062
TEL' 678.444 4483
FAX 678 444.4472
WWW.INFINGf.COY
THESE DRAWMIGS AND /OR THE ACCOMPANYNG SPEDWICATION
AS OMMENTS OF SERNCE, ARE THE D UASNE PROPEIM
OF VMDN WRREIIS AND THER USE AND PUMIrAT10N
SH U BE RESTRICTED TO THE DWN1L SffE FOR ANKH
THEY ARE PREPARED. REUSE, RFPRODUCTTIOH DR RUXA
BY ANY METHOD, N WHORE OR IN PARE, 6 POEM
EXCEPT fff WRRift NPE ON YV94M MUMMETOTHESE
REYUN WITH YMON WIRSISS WRHOUT PRIA MCE AND
V%K CDNTACr WTM THEN SHAG CONSRfUTE PRA FAM
EVIDENCE OF ACCEPTANCE OF THESE Rf.STRIDDN&
REVISION
DESCRIPTION HY DATE
A ISAIED FOR RENEW DAD 11/09/07
RE -ISSM FOR RENEW CJY 024'29108
DRAWN BY:DAD
CHECKED BY:
CJW
DATE DRAWN:11/09/07
INRNIGY
JOB NO:
SHEET ='
FENCE DETAILS
SUE NUMBER:
ALBERMARLE COUNTY
SITE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD.
KESWICK, VA 22947
ALT I (O
HRISTOP TER J. WARREN
o. 037631
4
FSSICINAL'
SHEET NUYETEIL REV. #
Z8 a
7z6 z F-
I
PROJECT SUMMARY
ZONING ADMINISTRATOR
LAND OWNER:
BOB &MILDRED COUCH
4886 RICHMOND ROAD
PLANNING COMMISSION AGENT DATE KESWICK, VA 22947
CONTACT: BOB & MILDRED ODUCH
434 - 984 -0820 (W) OR 434 -296 -3713 (H)
BOARD OF SUPERVISORS CHAIRMAN DATE verlzO w APPLICANT:
VERIZON WIRELESS
DATE SITE NAME: BOYD TAVERN ( COUCH PROPERTY)RICH
RACY COURT
RICHMOND, VA 23222
1641 BLACK CAT ROAD
CONTACT: STEPHEN WALLER
434 -825 -0617
KESWICK, VA 22947 PROJECT DATA:
INSTALLATION OF A 100' A.G.L. MONOPOLE, ANTENNAS AND ASSOCIATED EQUIPMENT
TAX MAP - PARCEL ID: TMP 94 -34
ZONING CLASSIFICATION: RA
ZONING JURISDICTION: ALBEMARLE COUNTY
PARENT PARCEL: 3.060
f , > ,,,,---,- ., _• y .., `• AREA OF DISTURBANCE: t.06 ACRES
f T ''
7 ',..' ;OF PARCEL DEVELOPED: 2
y LEASE AREA: ±.06 ACRES
11j a rs EXISTING IMPERVIOUS 0 S FTUSAREAQ
rA
y `•
N
PROPOSED IMPERVIOUS AREA: ±5,200 SO FT
BOYD TAVWNSPOT$YWATM .qvAj ' -:; 't v o POWER/TELCO UTILITIES177°s43°.7rN
p+ "POWER COMPANY: CENTRAL VIRGINIA ELECTRICAL COOP
i ,`•,;,. , Loti`sA !ALBEMARLE
CONTACT PHONE #: (800) 367 -2832
TELCO COMPANY: EMBARQ
a _—VOL •„ - - _ _ _CONTACT PHONE #: (866) 380 -9990
J e\ • Gob FIN
Q •',k L -
aQJ DRAWING INDEX49- .l , :78
MiOM' MM 4WOiNMi .f v '
t ; ,- DRWG. #TITLE REV.#DATE
AP PCMAT.Z6X r , +3 - '• .•'J
Aawlhca.l < —•zie4- i T1 COVER SHEET B 02/29/08
CHEST
Sl SURVEY 11 /06/07
VICINITY MAP (N. T. S) LOCH TION MAP (N. T. S)S2 SURVEY 11/06/07
Z1 SITE PLAN B 02/29/08
Z1A AREA MAP B 02/29/08PROJECTDESCRIPTION:I n f i n iCONSTRUCTIONOFAPERSONALCOMMUNICATIONSYSTEM (PCS)g Z2 LEASE AREA SITE B 02/29/08CONSISTINGOFAPROPOSEDMONOPOLE, PROPOSED ANTENNAS
APPURTENENCES, & PROPOSED EQUIPMENT SHELTER WITHIN A e n g i n e e r i n g PLAN & LAYOUT
Z3 TOWER ELEVATION &B 02/29/08PROPOSEDUNMANNEDGRAVELEDCOMPOUNDWITHSECURITY
FENCING. NO WATER OR SEWER IS REQUIRED. 2255 SEWELL MILL ROAD DETAILS
SUITE 130 DIRECTIONS:CODE COMPLIANCE: MARIETTA, GA 30062 Z4 GRADING, EROSION, &
SEDIMENT CONTROL PLAN 0 02/29/08
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN OFFICE #: (678) 444 -4463 FROM RICHMOND
URN R
OFFI TURN LEFT ONTO RADY STREET. TURN LEST ONTO MAGN
1TURNPIKE /US - 360 WEST. MERGE ONTO I - 64STREET. TURN RIGHT, ONTO MECWWI Z5 GRADING, EROSION, &ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING FAX WEST678) 444 - 4472 WEST TOWARD I - 95. MERGE ONTO i - 64 WEST VIA EXIT 79 TOWARD PONAiITEW SEDIMENT CONTROL NOTES
0 02/29/08
CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. PARKWAY /CHARLOnESnuLE. TAKE THE VA -616 EXIT (E(rT 129) TOWARD KESWICK /BOYD
TAVERN WAVEGUIDE BRIDGE DETAILS B 02/29/08NOTHINGINTHESEPLANSISTOBECONSTRUEDTOPERMITWORKROAD. TURN LEFT ONTO BLACK CAT ROAD. 1641 WALL BE ON YOUR LEFT JUST Z6
NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: " PAST FURTHER LANE
LATITUDE: 37' S9 28.73 N Z7 SHELTER E B 02/29/08
1. VA BUILDING CODE 5. ANSI /TIA /EIA -222 -F
2. UNIFORM BUILDING CODE 6. UNIFORM PLUMBING CODE LONGITUDE: 78' 20' 14.14 W Z8 FEN jALTIi 6 B 02/29/08
GQo
3. BUILDING OFFICIALS AND CODE 7. NATIONAL ELECTRIC CODE ELEVATION: ±445.48' AMSLADMINISTRATORS (BOCA) 8. LOCAL BUILDING CODE EMERGENCY / FIRE
4. UNIFORM MECHANICAL CODE 9. CITY /COUNTY ORDINANCES AL.BERMARLE COUNTY
434- 972 -4001
KESWICK, VIRGINIA oVI , IA PHER j.TARREN
ALB E MAR LE COUNTY
CALL TOLL FREE
PV*l
z.1.1>0,kNo. Q37631
a
NAL
I
ONp
J
VSOQZ
20 "POPLAR
TOP ELEV. = 532'
aSe
28" OAK
TOP ELEV. = 535'
Q
INSET
SCALE 1 X50'
S 88 ° 46'30" E
5 00'
0
Tower , 0Lo
o O o
z 50.00' S ' ,
88 °4660" W
S 81 °07'05" E _
C4
L -
JL
Q
N 88 °37'05" W -
Q l
TAX /D #94 -29A3
m PROPERTY OF
BEASLEY
DEED BOOK 1271, PAGE 011
0
Se
R
51
LEGEND
rte Adjoiner
Creek
Edge of Road
x — x — x — x — Fence
Overhead Utility Line
t Utility Pole
Tree (12" or Larger)
8%Q
TAX /D #94 -34C
PROPERTYOF
HUDSON
DEED BOOK 1899, PAGE 189
20'Access Easement .
INSET
o °
m a 7/ 100'RAD/US
za
0
a TAX ID #94 -29A
PROPERTY OF
GR/SS/NGER
DEED BOOK 397, PAGE 400
LINE BEARING DISTANCE
L1 N 88 °46'30" W 45.11'
L2 N 60 121.01'
L3 N 88 °35'40" W 34.00'
L4 N 63 °35'58" W 114.69'
PIC
NOTES-
1. THE BOUNDARYAS SHOWN ON THIS
MAP WAS PL OTTED FROM DEEDS
2. THIS MAP DOES NOT MEET VIRGIN /A STATE
STANDARDS FOR A BOUNDARYPLA T.
3. THE SOLE PURPOSE OF THIS MAP /S TO
ESTABL /SHA LEASEPARCEL FORA CELLULAR
TELEPHONE INS TALLA TION.
3 SUBJECT PROPERTYAS SHOWN IS
ALBEMARLE COUNTY TAX /D# 94 -34.
4. SUBJECT PROPERTYAS SHOWN DOES NOT FALL
WITHIN THEL/MITS OFA H. U.D. DESIGNATED FLOOD
HAZARD ZONE. THIS OPINION IS BASED UPON AN
INSPECTION OF THEFLOOD /NSURANCERATEMAPS
COMMUNITYPANEL #51003C 0475D, ZONEX)
AND HAS NOT BEEN FIELD VERIFIED.
5 ALL OWNER AND TAX ID INFORMATION SHOWN
WAS OBTAINED FROM 7HEALBEMARLE COUNTY
G/S WEBSITE. THIS SURVEYOR TAKES NO
RESPONS/B/L/TYFOR THEACCURACYOF THIS
INFORMA T/ON.
92.62'
F TAX /D #94 -33
FL PROPERTY OF
a. LEWIS
DEED BOOK 3449, PAGE 644
CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING TANGENT
C1 05 056'54"2037.63'211.54'211.45'N 16 052'55" E 105.87'
C2 28 042'43"115.00'57.63'57.03'N 74 29.43'
C3 28 °31'53"50.00'24.90'24.64'N 74 °19'43" W 12.71'
C4 24 °59'42"1 50.00'21.81'21.64'N 76'05'49"W 11.08'
fp,LTH OF `
t -O BRIAN L SUTPHIN Z
U a
LICENSE) No.
2679
1
ti SU9
V /C/N /TYMAP
Not to Scale -
BOYD TAVERN
3 D -COUCH
C? to MAP SHOWING
PROPOSED LEASE PARCEL0
PROPERTY OF
COUCH
LOCATED ON
VIRGINIA SECONDARY ROUTE #616
BLACK CAT ROAD"
ALBERMARLE COUNTY, VIRGINIA
SCALE. 1 "= 100' DATE• 6 NOVEMBER 2007
BLUE RIDGE SURVEYING & MAPPING, INC.
864 WEST STUART DRIVE
HILLSVILLE, VIRGINIA 24343
PHONE/FAX 276.728.2022 - EMAIL: brsurvey@comcast.net
NATIONAL SURVEY SERVICES COORDINATION BY:
G L I N E
13430
Alachua,
NW 104th Terrace, Suite A
JOB #1130
Alachua, 32615
386) 418 -0-0 500
PAGE 1 OF SURVEYING, INC. 1 NC WWW.GEOLINEINC.COM
00'(Total)
TAX /D #94-34
SE PARCEL PROPER TY OF
COUCH
DEED BOOK 2719, PAGE 665
LEGAL DESCRIPTIONS
LEASE PARCEL:
BEGINNING A TA 5 ROD SET, SAID POINT BEING N 87 °4804 "E
117.21'FROMA 518 "ROD FOUND CORNER TO BEASLEY(DB 1271,
PAGE 011) AND GRISSINGER(DB 397, PAGE 400), THENCE
N 01 °13'30" E 50.00' TO A 518 "ROD SET, THENCE S 88 °46'30 'E 50.00'
TO A 5/8" ROD SET, THENCE S 01 ° 13'30" W 50.00' TO A 5/8" ROD
SET, THENCE N 88 046'30" W 50.00' TO THE BEGINNING, AND
CONTAINING 2,500 SQUARE FEET.
20'ACCESS EASEMENT.
BEGINNING AT A POINT, SAID POINT BEING N 01 °13'30"E 30.22'
FROM THE POINT OF BEGINNING OF THE ABOVE DESCRIBED
PARCEL, THENCE WITH THE CENTERLINE OFANEW 20'ACCESS
EASEMENT THE FOLLOWING SEVEN CALLS: N 88 °46 30" W 45.11'
TO A POINT, THENCE WITH A CURVE TO THE RIGHT HAVING A
CHORD BEARING OF N 74 W, A CHORD DISTANCE OF
57.03; A RADIUS OF 115.00; AN ARC LENGTH OF 57.63; A
TANGENT OF 29.43, AND A DELTA ANGLE OF 28 TO A POINT,
THENCE N 60 W 121.01 ' TO A POINT, THENCE WITH A CURVE
TO THE LEFT HA V1NG A CHORD BEARING OF N 74 W, A
CHORD DISTANCE OF 24.64, A RADIUS OF 50.00; AN ARC
LENGTH OF 24.90; A TANGENT OF 1271; AND A DELTA ANGLE
OF 28 °31'53" TO A POINT, THENCE N 88 °3540" W 34.00' TO A POINT,
THENCE WITH A CURVE TO THE RIGHT HAVING A CHORD BEARING
OF N 76 °05'49" W, A CHORD DISTANCE OF 21.64, A RADIUS OF 50.00,
ANARC LENGTH OF 21.81; A TANGENT OF 11.08, AND A DELTA
ANGLE OF 24 TO A POINT, THENCE N 63 114.69' TO
THE RIGHT -OF -WAY OF RTE# 616.
PROPOSED TOWER LOCAT /ON INFORMATION
HORIZONTAL POSITION (NAD83)
LATITUDE = 37 °59'28.73 "N ±50'
LONGITUDE= 78 °20'14.14" W ±50'
VERTICAL POSITION (NAVD88)
GROUND ELEVATION AT BASE OF TOWER= 445.48' ±20'
PAGE20F2
SURVEY NOTES:
1. THE BOUNDARY AS SHOWN ON THIS
MAP WAS PLOTTED FROM DEEDS.
2. THIS MAP DOES NOT MEET VIRGINIA STATE
STANDARDS FOR A BOUNDARY PLAT.
3. THE SOLE PURPOSE OF THIS MAP IS TO
ESTABLISH A LEASE PARCEL FOR A CELLULAR
TELEPHONE INSTALLATION.
3. SUBJECT PROPERTY AS SHOWN IS
ALBEMARLE COUNTY TAX 101 94 -34.
4. SUBJECT PROPERTY AS SHOWN DOES NOT FALL
WITHIN THE LIMITS OF A H.U.D. DESIGNATED FLOOD
HAZARD ZONE. THIS OPINION IS BASED UPON AN
INSPECTION OF THE FLOOD INSURANCE RATE MAPS
COMMUNITY PANEL 15 04750, ZONE X)
AND HAS NOT BEEN FIELD VERIFIED.
5. ALL OWNER AND TAX ID INFORMATION SHOWN
WAS OBTAINED FROM THE ALBEMARLE COUNTY
GIS WEBSTTE. THIS SURVEYOR TAKES NO
RESPONSIBILITY FOR THE ACCURACY OF THIS
INFORMATION.
r a •ra,
EXISTING 9 ASH TREE (5)
TO BE REMOVED
REFERENCE TREE
OAK) ( -
ePROPOSED 12'
Z8 D011BIE UAIE-
EXISTING PROPERTY LINE
r----------------- + ------- - - - - --
I
I /
I
1
1
I
GRAPHIC SCALE
10' 0 10' 20'
N 1 SITE LAYOUT
APPROX. NORTH
TREES TO BE REMOVED
NUMBER SPECIES CALIPER CANOPY HEIGHT AGL HEIGHT
5 ASH 9' 482' AMSL f37'
NOTE
STTE SHNLL BE MAINTAINED IN ACCORDANCE
WITH A TREE CONSEIMTION PLAN TO BE
PREPARED 8Y A CERTIFIED ARBORIST. AS
RE: uRm BY SEC. 5.1.40(Cx4)
f5'
a
EXISTING 21 OAK TREE (4)
PROPOSED TELCO PANEL
PROPOSED METER
PROPOSED
VERRON 50'x50'
LEASE AREA
I tI.31
TREE INVENTORY
RICHMOND, VA 23222
NUMBER SPECIES CALIPER CANOPY HEIGHT AGL HEIGHT
1 OAK 28' 535' Am t90'
2 POPUAR 20' 532' AMSL t100'
3 OAK 22' 516' AMSL t76'
4 OAK 21' 520' AMSL m
5 ASH 9' 482' AMSL t37'
TREES TO BE REMOVED
NUMBER SPECIES CALIPER CANOPY HEIGHT AGL HEIGHT
5 ASH 9' 482' AMSL f37'
NOTE
STTE SHNLL BE MAINTAINED IN ACCORDANCE
WITH A TREE CONSEIMTION PLAN TO BE
PREPARED 8Y A CERTIFIED ARBORIST. AS
RE: uRm BY SEC. 5.1.40(Cx4)
f5'
a
EXISTING 21 OAK TREE (4)
PROPOSED TELCO PANEL
PROPOSED METER
PROPOSED
VERRON 50'x50'
LEASE AREA
I tI.31
e
RICHMOND, VA 23222
i nfi n nenginesrin gg2233SEWELL111LLROAD
VILY WO D AREA WITH NU E
M AR*TTA GA 30062
TEL 673.444.63 44
TO 18 ER OAK TREES.TREES
WWWTOMMR= AND 0E CLplIrAIC SPNNMRINVE
E TO BE REM OR
MU BE RESTRCIED W TIE MK 9E FOR MIDI
DAMAGE .
Br ANr MOM N MINE OR N MW. 6 MMMEd
om or mm PERM' m Ilm Mam MAElEii
TR1E TO mm R" A wa SPEOf10AAN6 SKL
RE111N MIN VERGm vlam mm mm AD
VMK CMACr MR1 THBI MU CNBDRIIE PRIM FACE
PfA MF OF ACCB'fMa OF 116E REST ML
REVISION
DESCRIPnDN BY DATE
EXISTING CONTOUR (TYP.)
PROPOSED VERQONe12SHELTERZ7
NOTE: PROPOSED VMM EOUIPAEM
SHELTER TO HAVE A OW BROWN
AGGREGATE FACADE
PROPOSED GRAVEL
COMPOUND
nv wireless
1831 RADY COURT
RICHMOND, VA 23222
i nfi n nenginesrin g g2233SEWELL111LLROAD
SURE 170
M AR*TTA GA 30062
TEL 673.444.6344
FAX: 976.444.4472WWWJWNW.COM
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A sm FOR Km DAD 11/01/07
RE- ISIIFD FM IEYEIr WI MjMA76
DRAWN BY:DAD
CHECKED BY:
CJW
DATE DRAWN:11/09/07
INFTNIGY 202 -025
JOB ND:
SHEET ME:
LEASE AREA SITE
PLAN & LAYOUT
SITE NUMM:
ALBERMARLE COUNTY
SITE NAME
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BL T RD.
KES
n
CH TOP r J. WAR
No. 037631
E
SHEET **AM REv. /
Z2 I A
NOTES:
1. THIS SITE IS NDT LWATED WITHIN OR ADJACENT TO A
COUNTY DEMATED CONSERVATION EASEMENT.
2. THIS SITE IS NOT LOCATED WITHIN ANY AREA
DESIGIMTED AS AN AGRICULTURAL OR FORESTAL DISTRICT.
3. ALL LIMITY LINES TO BE RUN UNDERGROU WITHIN
THE PROPOSED ACCESS/UTIUTY EASEW NT SHOWN AND
ABElID ON PLAN. FINAL LOCATION OF UTIUTES WILL BE
DETEl kOn BY THE COMPANIES PROVIDING ELECTRICAL
AND TELEPHONE SERVICES.
co
co
O
L ^
OQ-
r'
r
V HUDSON, DOUGLAS D. & STERLING M. HUDSON
81 - 07-05- E DEED BOOK 1899, PAGE 189
coL / /1'EXISTING UTILITY
POLE (TYP.) PROPOSED 12'
G ACCESS
I
r 1 \ PROPOSED
A 1 892082 `-VE eEXISTING' \`\ LEASEASE
NNW.
HOUSE
j /EXISTING TAX ID #9434
EXISTING WOODEN \ X — _ PROPERTY OF
O ,DRIVE STORAGE SHELTER O_ COUCH, ROBERT W. JR. OR MILDRED A. O '
EXISTING TREEUNE DEED BOOK 2719, PAGE 665 co ' LNf ------- - - -
N88 °37'05" W $ - - - - - -- - - --------------- - - - - -- _ _ !o
Total)1MN10RYM117C
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GRAPHIC SCALE
TAX ID #94 -29A3
BEASLEY, CHARLES CUTLER & GEORGIE E.
DEED BOOK 1271, PAGE 011
RESIDENTIAL
TREE DRIPUNE X100' RADIUSREFERENCETREEFALLZONE2• OAK)
TAX ID #94 -29A
GRISSINGER, GEORGE E.
DEED BOOK 397, PAGE 400
VACANT
N 1 SITE PLAN
APPROX. NORTH
TAX ID 994-33
LEWIS, ANNA F.
DEED BOOK 3449, PAGE 644
VACANT
vent
1831 RADY COURT
RICHMOND, VA 23222
infinigy
engines r i n 9
2255 SEWELL MILL ROAD
SUITE 170
MARIETTA, GA 70062
TEL- 678 444-4463
FAX: 575 444-4472
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DR DAD
BY:
CA
DATE DRMft 11/09/07
64FN W 202-Cl25
JOB NO:
SHEET TITLE
SITE PLAN
SITE NUMBER:
ALBERMARLE COUNTY
SITE NAME
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD.
KESWI 22947
LTN pF
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CHR1 OPHEI J. txIARREN
No 37631
kSS410NAt V-
SHEET NUM ER REM. /
Z1 A
NOTES-
1. CRCLE REPRESEMS RADIUS DISTANCE OF
APPROXMIATEI.Y 2200' FROM THE TOWER LOCATION
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RE -WO FW AHEM' CAI "/08
ORAMq HY:OAD
CNECIU:•D aY:
CJM
DATE MAN&11/09/07
WNW 202-025
JOB NO:
SHEET TML
RADIUS MAP
SITE NUMBER:
ALBERMARLE COUNTY
SITE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD.
KESWICK, VA 22947
Tli Op
Lr
O c
HR TOPHER J. WARREN
No. 03763.
4
S10NAL *t'S
SHEET IMAMEW
Z1A A
NOTES:
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4. BASE OF TOY
5. NEW SHELTEF
S. ALL VERIII',AL
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ALL INFORMATION ON THIS PAGE IS PROVIDED BY VERIZON
WIRELESS AND / OR OTHERS AND IS SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. ANTENNA SHOWN LS TYPICAL AND MAY BE
REVISED PRIOR TO CONSTRUCTION
v
1931 RADY COURT
RICHMOND, VA 23222
infinigy
engines r i n g
2255 SEWE.L MILL Ran
SUITE 130
MARIE11A, G14 30062
TEL 675.+44.4463
FAX: 676.4+4•4472WWW.MNIGY.COM
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N . DESCRIPTION GY GATE
A IMM FOR REND9 DAD 11/09/07
RE-ISM FOR REYER CE/ 02/79/06
DRAWN 9Y:DAD
CIRECKED BY:
QRM
DATE DRAWFk 11/08/07
RV my 202 -028
M NO.
SMELT TRLE:
TOWER ELEVATION
AND DETAILS
SITE NUMBER:
ALBERMARLE COUNTY
SRE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD.
KESWWCK, VA 22947
TH
2
HRI OPHER J. WARREN
No. 037631
SHEM NUMOM
Z3 a
1
EXISTING UTILITY
POLE (TYPJ PROPOSED SILT FENCE
PROPOSED TREE PROTECTIONeaZ4
LESSEE CENTERLK OF 2
20' WIDE ACCESS/IJTILTTY Z4
12 WIDE DRIVE
EXISTING \ \ \
HOUSE \
PROPOSED LESSEE 50x50
LEASE AREA (2.500* SOFT)
EXISTING WOODEN \ \ \
STORAGE SHELTER \
EXISTING
ERNE \ ., _
1
9 "OPOSED PROPOSED TREE PROTE
TREE PROTECTIO Z4
PROPERTY LINE REFER
AK)
N 1 SED M ENf CON P
TREE SAVE
LAN
SIGNAGE EVE 20 BRIGHT ORANGERY
2' r POLYTHYLENE CALLED NORTH
METAL STAKE / J LAMINAR FENCE
1- 1 ice- FABRIC
a
N
GRAPHIC SCALE
20' 0 20' 40'
FILL SLOPE 12'FENCE LOCATION (LIMITS OF .
CRITICAL ROOT ZONE OR N LIMITS OF DRIVEWAY SHOWN ON PLANS
AS SHOWN ON PLANS ili 3 -5X
FRO
MN
3 —
T MAX.4 TREE PROTECTION AREA -
NOT TO SCALE
MARAFl COMPACTED SELECT
EXISTING GRADE STABILIZATION FABRIC FILL WHERE REQUIREDPLACEDONCOMPACTED (95R PROCTOR)
6' THICK ASTM C -33
57 STONE GRAVEL
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2 \ SECTION - CROSS SLOPED
j NOT TO SCALE
3
1 MAX.
COMPACTED SUBGRADE,
FREE FROM TOPSOIL
AND ORGANICS
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A ISSFD FOR RM on 11/09/07
RE -MM FOR RENEW m "/08
DRAWN BY:DAD
CHECKED 9Y:
CJW
DATE DRAWN:11/09/07
INFINK,Y 202 -025
JOB N0:
SHEET TITLE:
GRADING, EROSION
SEDIMENT
CONTROL PLAN
SITE NUMEIM
ALBERMARLE COUNTY
SITE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD.
KESW A 229477
V ALT O
Up 2
CHRISTOPHER J. WARRE
No. 037631
A S 71
Iv
vlo ES
SHEET NNA M REV.
Z4 A
1. ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY
HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE
MATERIAL AND EXCESS GROUNDWATER. DEWATERING FOR EXCESS GROUNDWATER
SHALL BE PROVIDED IF REQUIRED.
2. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. IF SOUND
SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH, THE
UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE
REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE
EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE
FOUNDATION.
3. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER
MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME
QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO
STABILIZE THE BOTTOM OF THE EXCAVATION, STONE, IF USED, SHALL NOT BE USED
AS COMPILING CONCRETE THICKNESS.
4. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW
GRADE, AND BEFORE BACKFILLING, ALL EXCAVATIONS SHALL BE CLEAN OF
UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH
FOR ANY FILLING OPERATION.
5. REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL
MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE
PRIOR TO PLACING FILLS. PLOW, STRIP, OR BREAK UP SLOPED SURFACES STEEPER THAN
THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING SURFACE.
WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS
THAN THAT REQUIRED FOR FILL, BREAK UP GROUND SURFACE TO DEPTH REQUIRED,
PULVERIZE, MOISTURE - CONDITION OR AERATE SOIL AND RECOMPACT TO REQUIRED
DENSITY.
6• -USE APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND
BE FREE FROM CLODS OR STONES OVER 2 -1/2" MAXIMUM DIMENSIONS
BE PLACED IN 6" LAYERS AND COMPACTED TO 95% STANDARD PROCTOR
EXCEPT IN GRASSED /LANDSCAPED AREAS, WHERE 90% STANDARD PROCTOR
7. REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL SURFACING IS
REMOVED DURING CONSTRUCTION OPERATIONS. GRAVEL SURFACING SHALL BE REPLACED
TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAME
THICKNESS. SURFACES OF GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES.
EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF INJURIOUS
AMOUNTS OF EARTH, ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED
PRIOR TO REUSE. FURNISH ALL ADDITIONAL GRAVEL RESURFACING MATERIAL AS REQUIRED.
BEFORE GRAVEL SURFACING IS REPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO
REQUIRED SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY
COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH
APPROVED SELECTED MATERIAL GRAVEL SURFACING MATERIAL MAY BE USED
FOR FILLING DEPRESSIONS IN THE SUBGRADE, SUBJECT TO ENGINEER'S APPROVAL.
8. DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGLIGENCE
SHALL BE REPAIRED /REPLACED TO OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE.
9. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER SO AS
TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS.
10. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION.
11. ALL CUT AND FILL SLOPES SHALL BE MAXIMUM 3 HORIZONTAL TO 1 VERTICAL
12. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING SITE VEHICLE
TRAFFIC AS TO NOT ALLOW VEHICLES LEAVING THE SITE TO TRACK
MUD ONTO PUBLIC STREETS. THE CONTRACTOR IS RESPONSIBLE
FOR CLEANING PUBLIC STREETS DUE TO MUDDY VEHICLES LEAVING
THE SITE.
GENERAL EROSION & SEDIMENT CONTROL NOTES:
1. THE SOIL EROSION AND SEDIMENT CONTROL MEASURES AND DETAILS AS SHOWN
HERIN AND STIPULATED WITHIN STATE STANDARDS
SHALL BE FOLLOWED AND INSTALLED IN A MANNER SO AS TO
MINIMIZE SEDIMENT LEAVING THE SITE.
2. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE
LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND
ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR
OTHER APPROPRIATE MEANS.
3. EROSION CONTROL DEVICES SHALL BE INSTALLED BEFORE GROUND
DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION
CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THOSE SHOWN ON THE
APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE
DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR
ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION.
ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF
CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
4. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES
MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE
PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE
DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS.
ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE
OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER
IMMEDIATELY.
5. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL
PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL
CLEAN OUT ALL SEDIMENT PONDS WHEN REQUIRED BY THE ENGINEER OR
THE LOCAL JURISDICTION INSPECTOR. CONTRACTOR SHALL INSPECT EROSION
CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE
MEASURES ARE FUNCTIONING PROPERLY.
6. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN
THE SILT IS WITHIN 12" OF THE TOP OF THE SILT FENCE.
7. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION
CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION
BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE
CORRECTED.
S. SILT BARRIERS TO BE PLACED AT DOWNSTREAM TOE OF ALL
CUT AND FILL SLOPES.
9. ALL CUT AND FILL SLOPES MUST BE SURFACED ROUGHENED AND
VEGETATED WITHIN SEVEN (7) DAYS OF THEIR CONSTRUCTION.
10. CONTRACTOR SHALL REMOVE ALL EROSION & SEDIMENT CONTROL
MEASURES AFTER COMPLETION OF CONSTRUCTION AND
ESTABLISHMENT OF PERMANENT GROUND COVER.
11. THE ESCAPE OF SEDIMENT FROM THE SITE
SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL
MEASURES AND PRACTICES PRIOR T0, OR CONCURRENT WITH,
LAND - DISTURBING ACTIVITIES.
CONSTRUCTION SPECIFICATIONS
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES
OR STAPLES. POSTS SHALL BE STEEL EITHER 7" OR "U" TYPE OR HARDWOOD.
2. FILTER CLOTH TO BE TO BE FASTEND SECURELY TO WOVEN WIREEVERYFENCSHALLBENWOVEENWIRE, 1C24 `p1 / 2 GAUG 6" MAXIMUMSECTION.
OPENING.
3. WLAP EDB SIXINCH SF FOIDED. FIILTER CLOTH OTHERAL BEEITHERLLFIBTERV R-
MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.
4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
BULGES" DEVELOP IN THE SILT FENCE.
FERTILIZER MIX
APPLICATION N, # /ACRE P, %, # /ACRE K, 0, # /ACRE N. TOP DRESSING
1 st 60 - 90 120 - 180 120 - 180 50
2nd 60 120 120
AM
GRASS AND MULCH ALL DISTURBED AREAS
WHEN HYDRAUUC SEEDING AND FERTILIZING EQUIPMENT IS USED, NO GRADING AND SHAPING OR
SEEDBED PREPARATION WILL BE REQUIRED. THE FERTILIZER, SEED AND WOOD CELLULOSE FIBER
MULCH WILL BE MIXED WITH WATER AND APPLIED IN A SLURRY. ALL SLURRY INGREDIENTS MUST
BE COMBINED TO FORM A HOMOGENEOUS MIXTURE, AND SPREAD UNIFORMLY OVER THE AREA
WITHIN ONE HOUR AFTER MIXTURE IS MADE. STRAW OR HAY MULCH AND ASPHALT EMULSION
WILL BE APPLIED WITH BLOWER -TYPE MULCH SPREADING EQUIPMENT WITHIN 24 HOURS AFTER
SEEDING, THE MULCH WILL BE SPREAD UNIFORMLY OVER THE AREA, LEAVING ABOUT 25
PERCENT OF THE GROUND SURFACE EXPOSED.
GRADE, SHAPE AND SMOOTH WHERE NEEDED TO PROVIDE FOR SAFE EQUIPMENT OPERATION AT
SEEDING TIME AND FOR MAINTENANCE PURPOSES. THE LIME AND FERTILIZER IN DRY FORM WILL
BE SPREAD UNIFORMLY OVER THE AREA IMMEDIATELY BEFORE SEEDBED PREPARATION. A
SEEDBED WILL BE PREPARED BY SCARIFYING TO A DEPTH OF 1 TO 4 INCHES AS DETERMINED
ON SITE. THE SEEDBED MUST BE WELL PULVERIZED, SMOOTHED AND FIRMED. SEEDING WILL
BE DONE WITH CULTIPACKER - SEEDER, DRILL, ROTARY SEEDER OR OTHER MECHANICAL OR HAND
SEEDER. SEED WILL BE DISTRIBUTED UNIFORMLY OVER A FRESHLY PREPARED SEEDBED AND
COVERED LIGHTLY. WITHIN 24 HOURS AFTER SEEDING, STRAW OR HAY MULCH WILL BE SPREAD
UNIFORMLY OVER THE AREA, LEADING ABOUT 25 PERCENT OF THE GROUND SURFACE EXPOSED.
MULCH WILL BE SPREAD WITH BLOWER -TYPE MULCH EQUIPMENT OR BY HAND AND ANCHORED
IMMEDIATELY AFTER IT IS SPREAD. A DISK HARROW WITH THE DISK SET STRAIGHT OR A SPECIAL
PACKER DISK MAY BE USED TO PRESS THE MULCH INTO THE SOIL
WOVEN WIRE FENCE
MIN. 14 1/2 GAUGE
W/ MAX. 6" MESH74: SPACING)
36" MIN. LENGTH FENCE
POSTS DRIVEN MIN. 16"
INTO GROUND.
HEIGHT OF FILTER
16" MIN.
FLOW
COMPACTED SOIL
EMBED FILTER CLOTH
A MIN. OF 6" IN GROUND.
4 '
1 fi" MIN.
SECTION VIEW
1 SILT FENCE DETAIL
NOT TO SCALE
UNDISTURBED GROUND
PERSPECTIVE VIEW
8" MIN.
36" MIN. FENCE POST —
WOVEN WIRE FENCE (MIN. 14 1/2
GAUGE W/ MAX. 6" MESH
SPACING) WITH FILTER CLOTH
v wireless
1831 RADY COURT
RICHMOND, VA 23222
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A 1411FD FOR REM DAD 11/01/07
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DRAW BY:DAD
CHECKM BY:
CJW
DATE DRAWN:11/01/07
WNW 202 -025
JOB NO.'
SHEEP Tn1E
GRADING, EROSION
SEDIMENT
CONTROL NOTES
SITE NUMBER:
ALBERMARLE COUNTY
SITE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD,
KESWICK, VA 22947
H Op l /,
QC,I
HRIS PHER J. WARREN
No. 033101,
NALL
SHEET N1AIMER:REV. f
Z5 A
PERSPECTIVE VIEW
8" MIN.
36" MIN. FENCE POST —
WOVEN WIRE FENCE (MIN. 14 1/2
GAUGE W/ MAX. 6" MESH
SPACING) WITH FILTER CLOTH
MONOPOLE - -.
2'-0" 1
HOLES
4M ISOMETRIC WAVEGUIDE BRIDGE
NOT TO SCALE
VALMONT MICROFL
UNIVERSAL PIPE A
KIT PART NO. B15
WAVEGUIDE
PIPE POST
PROPOSED 2 —POLE WAVEGUIDE
BRIDGE
GPS ANTENNA
1" 0 DIAMETER SCHEDULE 40 RIGID
GALVANIZED STEEL PIPE, 24" LONG
4 GPS ANTENNA MOUNT
NOT TO SCALE
1Z"
2 SECTION VIEW
NOT TO SCALE
AS 0.•S'' i 1/ 1 IN
L . TrINSTRU
CONCRETE ••
6 11 OR 12 STONE OR EQUAL
TO EXISTING
WM
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SKL HE R811RCE6 10 11E OR47 M SHE FOR VCH
11EY ARE PRBM RDA, REPMnCMM OR
IN W Ik71N0. N *W OR N PART, 6 PROHHIEO
E7DX.TT OF 476HD1 PP47LM FROM VBIQON WREIM
191E m 1165E RM MANOR SPOdFlDOA16 SIMLL
RBMM UM VOM RFaM MW PRUNM MA
VBOA COMM WN TM91 SIMLL CONSUME POK FADE
E066CE OF ACC139M OF 7HW R ML
REVISION
NA DESCFMq N BY 417E
A KM FOR REVEN DAD 11/01/07
RE -GM FM RM CJN
DRAWN BY:DAD
CHECKED Br
CA
DATE DRAWN:11/09/07
WNW 202 -025
JOB NO:
SHEET TRLE:
WAVEGUIDE
BRIDGE DETAILS
SITE NUMBER:
ALBERMARLE COUNTY
SITE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD.
KESWICK, VA 22947
H F
L
CHRI PHER J. WARREN
NO. 037 1 /
S'/v10 4
sSIONAL S"t'
Z6 a
1 WAVEGUIDE BRIDGE DETAIL
NOT TO SCALE
3' -5
REAR WALL ELEVATION C
NOT TO SCALE
AAnTinM CFMCITI \/C
FRONT WALL ELEVATION A
NOT TO SCALE
NOTES:
1. PROPOSED BUILDING UGHT FIXTURE WILL BE SHMED IN ACCORDANCE WITH
ALBEMARLE COUNTY REQUIREMENTS AND OPERATED BY MOTION SENSOR. PROPOSED
ILLUMINATION IS FOR TEMPORARY MAINTENANCE AND SECURITY PURPOSES ONLY.
Z BURDNrG WILL NAVE A DARK BROWN, AGGREGATE FACADE
SIDE WALL ELEVATION B
NOT TO SCALE
13' -3'
5' -10
DARK
BROWN_'
AGGREGATE
FACADE
MOTION SENSITIVE
OUTDOOR LIGHT
r
SIDE WALL ELEVATION D
NOT TO SCALE
TYPICAL WALL LAYOUT:
C
1 TYPICAL SHELTER ELEVATIONS
NOT TO SCALE B D
A
NOTE:
INFORMATION CONTAINED IN THESE DRAWINGS REFERRING TO THE PROPOSED
VERIZON EQUIPMENT SHELTER WERE OBTAINED FROM STANDARD EQUPIMENT
SHELTER DRAWINGS PROVIDED BY VERIZON. THE INFORMATION CONTAINED IN
THESE PLANS SHOULD BE CONSIDERED AS A GUIDE AND CONTRACTOR IS
SPECIFICALLY DIRECTED TO OBTAIN AND USE THE SHELTER DRAWINGS PROVIDED
BY VERIZON SPECIFIC TO THIS SITE,
DARK BROWN
AGGREGATE
FACADE
MOTION SENSITIVE
OUTDOOR LIGHT
DARK
BROWN
AGGREGATE
FACADE
PRE -FAB BUILDING WAS DESIGNED BY OTHERS AND DRAWINGS
WERE PROVIDED AS PART OF VERIZON WIRELESS STANDARD DETAILS.
REFER TO 11' -7' x 30' x 10' -7' CONCRETE SHELTER DRAWINGS
MODEL #2685) BY VFP, INC. FOR SPECIFIC INFORMATION,
wvr wireless
1831 RADY COURT
RICHMOND, VA 23222
infinigy
e n g i n e e r i n g
2255 SEWELL MkL ROAD
SU11E 130
MMOMA, GA 30062
TEL' 678.444.4463
FAX: 67a 444-4472
WWW.INFINICY.COM
TESE OWYNIIN ANWOR THE AMMONIM SPEEFICATON
AS INPIRRIDIR OF SWCE ARE THE EXOLKRE PROPFRIY
OF VOM W RaW AID TKFRN LEE AID PUBIDUION
91AUL IE RMIIECED 10 TE OEIOML SINE FOR WCH
710 ARE PROWID. OW AFPMVJCMN OR RIBMAM
B! ANC MM N NU ON N PAR, 6 PRMBRm
EXCEPT RY WO PI71111!0ON FROM VBM WING 6.
TIRZ 10 71M RANS A D/GR SPEIf1g1C16 %ft
mm IRM 1YJm omm mm PRE:RAIOE AND
VWIAL CONVOY WRN 71101 5MLL CDNSM PRRIV FACE
EAWa OF ACCFPIAIfE OF TIM R6TN011OK
REVISION
NO. DESCRIPTION BY DATE
A ISM FOR REYM DAD 11/M/07
RE -ISM FOR RE&V CAN 02m/os
DRAWN BY:DAD
CHECKED BY:
CJW
DATE DRAWN:11 /09/07
INFINIOY 202 -028
JOB N0:
SHEET TREE:
SHELTER ELEVATIONS
SITE NUMBER:
ALBERMARLE COUNTY
SITE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD.
KESWICK, VA 22947
Op
OPHER J. WARRE
37631
3d w4ti
SHEET NUMOM REV. /
Z7 A
3" X 3/4" PRESSURE TREATED PICKETS WITH
DOG EAR STYLE BOARD TREATMENT--
co
CONCRETE
FOOTING (TYP)
h
in
r
L
I I
I I
I I
I
I I
I I
L_J
n
2" X 4" PRESSURE
TREATED RAILS
3 PER SECTION)
I
J
8' C —C MAX. SPACING
6" X 6' X 8' PRESSURE
TREATED POSTS (TYP)
PROVIDE ALUMINUM
SCREW TYPE NAILS
3 PER PICKET)I
J
I
J
III
I I 2,_6•
I
I I
I I
L_J
GRADE
PRESSURE TREATED STOCKADE FENCE DETAIL (DOG EAR —
NOT TO SCALE
NOTE: PAINT OR STAIN ENTIRE FENCE, INSIDE k OUT.
SITE OWNER TO SELECT TYPE k COLOR
3" X 3/4" PRESSURE TREATED
LUMBER. DOG EAR STYLE
BOARD END TREATMENT.
INSTALL REVERSABLE HINGE LOCK
PLATE WITH PADLOCK
O I N
n
2" X 4" PRESSURE TREATED BACKERS.
BOX FRAME AND CROSS BRACE EACH GATE
SECTION. MITRE BRACE ENDS TO FIT SNUG.
2
THREADED EYEBOLT. ATTACH 1/8' CABLE FROM
GATE TO POST. (TYP BOTH SIDES).
5" X 5" SQUARE
1 PRESSURE TREATED POST
PROVIDE ALUMINUM
SCREW TYPE NAILS
3 PER EACH BRACE END)1
4" X 8• GALV. STEEL HINGE.
FASTEN WITH SEVEN
1 -7/8' SCREWS. (TYP. FORN
EACH HINGE)
4" X 4" SQUARE I
I I PRESSURE TREATED' I N\
FINISHED POST. SET IN LINE
L
GRADE 46"I WITH GATE POSTS. I
BACK 01 -Al I
12' GATE OPENING
1.5'
2 BOARD STYLE SWING GATE —DOG EAR STYLE (12' WIDE)
NOT M SCALE
WOODEN FENCE
6" #57 STONE OR EQUIVALENT
RICHMOND, VA 29222
ON STABILIZATION FABRIC
a n g i n e e r in gg
2255 RCAD
LIMITS OF CRUSHED
MAIBEI A. CA 7DOQ
STONE SURFACE
GRADE TO DRAIN AS
WNN.Nf1R0YA=
SHOWN ON PLAN 2 x 6' PRESSURE
TREATED WOOD CURB.
OF MU N MM NO TIM Uff AID MOM
SILL BE RESTOM TD M OWK SAE FOR V CN
GRADE TO DRAIN
tX AW IERpD, N MIKE OR N PNt 6 MI MW
IDLE 10 MR RAMS MWN WIMM 1CI6 9LL
MM MIN 11E11Q011 RIIF1EN 9111 PRE W AND
AWAY TOWER
FNE11LE OF ACCEPPM OF DESE AESIpICIU16
REVISION
DESCNP11oN BY DATE
A 6980 FOR KM DAD 11/01A07
RE -185M FOR RE1EN WR "/01
DRAWN eY:DAn
2' x 4" x V -6' LONG
DATE DRAWK 11/09/07
PRESERVATIVE PRESSURE
IAARAFI
JOB N0:
TREATED WOOD STAKE AT
STABILIZATION FABRIC
FENCE DETAILS
5 -0" O.C.
COMPACTED 12'
BOYD
SPL
COUCH
3 SECTION THROUGH COMPOUND
NOT TO SCALE
KESWICK, VA 22947
v wireless
1891 RADY COURT
RICHMOND, VA 29222
infinnangineerin gg
2255 RCADS1NIE1
MAIBEI A. CA 7DOQ
TE1: CM.4".4403
FAX 9M•444.4472WNN.Nf1R0YA=
716E ORNRCS ANR/OR T E ACCOIRM M SPEND N
AS $0111M NIS DF 9IMCL ARE 4E EIMUSK PROPFRIY
OF MU N MM NO TIM Uff AID MOM
SILL BE RESTOM TD M OWK SAE FOR V CN
11EY ARE PRE WM RM REPROOUCIEII OR IRIAMAD
tX AW IERpD, N MIKE OR N PNt 6 MI MW
IDLE 10 MR RAMS MWN WIMM 1CI6 9LL
MM MIN 11E11Q011 RIIF1EN 9111 PRE W AND
vmw C0N9WT RDN if RU SHILL 013mm MIN FME
FNE11LE OF ACCEPPM OF DESE AESIpICIU16
REVISION
DESCNP11oN BY DATE
A 6980 FOR KM DAD 11/01A07
RE -185M FOR RE1EN WR "/01
DRAWN eY:DAn
alEacED ErY:
DATE DRAWK 11/09/07
INFINM 202 -025
JOB N0:
SHEET TRLE:
FENCE DETAILS
SITE NUMBER:
ALBERMARLE COUNTY
SITE NAME
BOYD
TAVERN
COUCH
SETS ADDRESS:
1641 BLACK CAT RD.
KESWICK, VA 22947
ALT! ( Op
o
HRISTOP ER J. WARREN
o. 0376311
E
SHEET NUMBER REV.
Z8 A
000
ZONING ADMINISTRATOR
FAUQUIER VUIi
PLANNING COMMISSION AGENT DATE
A,w1rp" 1p'. q .qBOARDOFSUPERVISORSCHAIRMANDATE
Dayton Ri{artis'enbutg ,f -,'
SHE DOAH .ufeY•,`:YC; JeRarsorlCon.New Mack . % `` ^ PAGE c FAUQUIER VUIi
FOCKINGHAM • SteNeS'.1
Td
Culpeper'
Dayton Ri{artis'enbutg ,f -,'Staff.
itl r •_- .EJMo>'- ;' _ CIILP €PER,
fM.dinh .•.=
STAFFS
t '.
GroCoes ". __
oram}e
9Chancellor
svurROn - YYhRe Gore BDYD TAVERN
Spotsytvanla_ 5
SPOTSYLVATJIA
Dooms ` %1 %Hell 37 89' TB.73' N
rr
s uans Afton ; Ch Mta YtvIile"b` *'. -
Dmfl
Cunningham '4 LOUISA 'Jackson
NELSON'' ._. FLUVANNA -
Naw C
1 Gold 401
I
rr
BUCKING"' Q ,POWHATAN Yu`cko.
Bucidnghem .DIINyn'i -.—
eaertIal
tINGG
71 ~'
BoWling
Oieen
A -
AROLME
VVIL
ve; KIn
w w i IT v ff v v v
DATE SITE NAME: BOYD TAVERN ( COUCH PROPERTY)
1641 BLACK CAT ROAD
KESWICK, VA 22947
INSTALLATION OF A 100' A.G.L. MONOPOLE, ANTENNAS AND ASSOCIATED EQUIPMENT
VICINITY MAP (N. T. S)
PROJECT DESCRIPTION:
CONSTRUCTION OF A PERSONAL COMMUNICATION SYSTEM (PCS)
CONSISTING OF A PROPOSED MONOPOLE, PROPOSED ANTENNAS
APPURTENENCES, & PROPOSED EQUIPMENT SHELTER WITHIN A
PROPOSED UNMANNED GRAVELED COMPOUND WITH SECURITY
FENCING. NO WATER OR SEWER IS REQUIRED.
CODE COMPLIANCE:
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN
ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING
CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.
NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK
NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING:
1. VA BUILDING CODE 5. ANSI /TIA /EIA -222 —F
2. UNIFORM BUILDING CODE 6. UNIFORM PLUMBING CODE
3. BUILDING OFFICIALS AND CODE 7. NATIONAL ELECTRIC CODE
ADMINISTRATORS (BOCA) 8. LOCAL BUILDING CODE
4. UNIFORM MECHANICAL CODE 9. CITY /COUNTY ORDINANCES
LOCATION MAP (N. T S.)
I n f i n i J
iengineer n g
2255 SEWELL MILL ROAD
SUITE 130
MARIETTA, GA 30062
OFFICE #: (678) 444 -4463
FAX #: (678) 444 -4472
LATITUDE: 37' 59' 28.73" N
LONGITUDE: 78° 20' 14.14" W
ELEVATION: ±445.48' AMSL
KESWICK, VIRGINIA
ALBEMARLE COUNTY
116;
IER J. WARREN
03 ?631
SStO Al, I
DIRECTIONS:
FROM RICHMOND OFFICE, TURN LEFT ONTO RADY STREET. TURN LEFT ONTO MAGNOLIA
STREET. TURN RIGHT ONTO MECHANICSVILLE TURNPIKE /US -360 WEST. MERGE ONTO 1 -64
WEST TOWARD 1 -95. MERGE ONTO 1 -64 WEST VIA EXIT 79 TOWARD POWHTTE
PARKWAY /CHARLOTTESVILLE. TAKE THE VA -616 DUT (EXIT 129) TOWARD KESWICK /BOYD
TAVERN ROAD. TURN LEFT ONTO BLACK CAT ROAD. 1641 WILL BE ON YOUR LEFT JUST
PAST FURTHER LANE.
EMERGENCY / FIRE
ALBERMARLE COUNTY
434 - 972 -4001
MISS UTILITY
OF VIRGINIA
CALL TOLL FREE
1. 800 -552 -7001
THREE WORKING DAYS BEFORE YOU DIG
PROJECT SUMMARY
LAND OWNER:
BOB & MILDRED COUCH
4886 RICHMOND ROAD
KESWICK, VA 22947
CONTACT: BOB & MILDRED COUCH
434 - 984 -0820 (W) OR 434 -296 -3713 (H)
APPLICANT:
VERIZON WIRELESS
1831 RADY COURT
RICHMOND, VA 23222
CONTACT: STEPHEN WALLER
434 - 825 -0617
PROJECT DATA:
TAX MAP — PARCEL ID: TMP 94 -34
ZONING CLASSIFICATION: RA
ZONING JURISDICTION: ALBEMARLE COUNTY
PARENT PARCEL: 3.060
AREA OF DISTURBANCE: ±7,400 SQ FT
OF PARCEL DEVELOPED: 2%
LEASE AREA: ±.06 ACRES
EXISTING IMPERVIOUS AREA: 0 SQ FT
PROPOSED IMPERVIOUS AREA: ±5,200 SQ FT
POWER /TELCO UTILITIES
POWER COMPANY: CENTRAL VIRGINIA ELECTRICAL COOP
CONTACT PHONE #: (800) 367 -2832
TELCO COMPANY: EMBARQ
CONTACT PHONE #: (866) 380 -9990
RAWING INDEX
DRWG. # TITLE REV.# I DATE
T1 COVER SHEET B 02/29/08
S1 SURVEY — 11/06/07
S2 SURVEY — 11/06/07
Z1 SITE PLAN C 07/10/08
Z1A AREA MAP B 02/29/08
Z2 LEASE AREA SITE C 07/10/08PLAN & LAYOUT
Z3 TOWER ELEVATION & B 02/29/08
DETAILS
Z4 GRADING, EROSION, Sc 0 02/29/08SEDIMENTCONTROLPLAN
Z5 GRADING, EROSION, & 0 02/29/08SEDIMENTCONTROLNOTES
Z6 WAVEGUIDE BRIDGE DETAILS B 02/29/08
Z7 SHELTER ELEVATIONS B 02/29/08
Z8 FENCE DETAILS I B 02/29/08
3
a818-
794 , BOYD TAVERN
37° 59' ZB.T3' N
T90 7B° 20' 14.14' W
Rcl
0 0 Or.
F ..e..e.
EXISTING IMPERVIOUS AREA: 0 SQ FT
PROPOSED IMPERVIOUS AREA: ±5,200 SQ FT
POWER /TELCO UTILITIES
POWER COMPANY: CENTRAL VIRGINIA ELECTRICAL COOP
CONTACT PHONE #: (800) 367 -2832
TELCO COMPANY: EMBARQ
CONTACT PHONE #: (866) 380 -9990
RAWING INDEX
DRWG. # TITLE REV.# I DATE
T1 COVER SHEET B 02/29/08
S1 SURVEY — 11/06/07
S2 SURVEY — 11/06/07
Z1 SITE PLAN C 07/10/08
Z1A AREA MAP B 02/29/08
Z2 LEASE AREA SITE C 07/10/08PLAN & LAYOUT
Z3 TOWER ELEVATION & B 02/29/08
DETAILS
Z4 GRADING, EROSION, Sc 0 02/29/08SEDIMENTCONTROLPLAN
Z5 GRADING, EROSION, & 0 02/29/08SEDIMENTCONTROLNOTES
Z6 WAVEGUIDE BRIDGE DETAILS B 02/29/08
Z7 SHELTER ELEVATIONS B 02/29/08
Z8 FENCE DETAILS I B 02/29/08
3
a818-
794 , BOYD TAVERN
37° 59' ZB.T3' N
T90 7B° 20' 14.14' W
Rcl
0 0 Or.
F ..e..e.
Z2 LEASE AREA SITE C 07/10/08PLAN & LAYOUT
Z3 TOWER ELEVATION & B 02/29/08
DETAILS
Z4 GRADING, EROSION, Sc 0 02/29/08SEDIMENTCONTROLPLAN
Z5 GRADING, EROSION, & 0 02/29/08SEDIMENTCONTROLNOTES
Z6 WAVEGUIDE BRIDGE DETAILS B 02/29/08
Z7 SHELTER ELEVATIONS B 02/29/08
Z8 FENCE DETAILS I B 02/29/08
3
a818-
794 , BOYD TAVERN
37° 59' ZB.T3' N
T90 7B° 20' 14.14' W
Rcl
0 0 Or.
F ..e..e.
3
a818-
794 , BOYD TAVERN
37° 59' ZB.T3' N
T90 7B° 20' 14.14' W
Rcl
0 0 Or.
F ..e..e.
0
4
C
CO
QZ
20 "POPLAR
TOP ELEV. = 532'
5
Oa
28" OAK
TOP ELEV. = 535'
Q
Q
V / /
Set
S 81 °07'05" E
C4
L-
N 88 °37'05" W -
v l
TAXID #94 -29A3
PROPERTYOF
BEASLEY
DEED BOOK 1271, PAGE 011
0
S6
Boa
LEGEND
R — —R— Adjoiner
Creek
Edge of Road
x - x - x - x -Fence
Overhead Utility Line
Utility Pole
Tree (12" or Larger)
Oa
20'Access Easement
TAX ID #94 -34C
PROPERTY OF
HUDSON
DEED BOOK 1899, PA GE 189
INSET
NOTES.•
1. THE BOUNDARYA S SHOWN ON THIS
MAP WAS PLOTTED FROM DEEDS.
2 THIS MAP DOES NOT MEET VIRGINIA STATE
STANDARDS FORA BOUAIDARYPLA T.
3. THE SOLE PURPOSE OF THIS MAP IS TO
ESTABLISHA LEASEPARCEL FORA CELLULAR
TELEPHONE INSTAL LA TION
3 SUBJECT PROPERTYAS SHOWN IS
ALBEMARLE COUNTY TAX ID# 94 -34.
4. SUBJECT PROPERTYAS SHOWN DOES NOT FALL
WITHIN THE LIMI TS OFA HUD. DESIGNATED FLOOD
HAZARD ZONE. THIS OPINION IS BASED UPON AN
INSPECTION OF THE FL OOD INSURANCE RA TE MAPS
COMMUNITYPANEL #51003C 04750, ZONEX)
AND HAS NOT BEEN FIELD VERIFIED.
5. ALL OWNER AND TAX ID INFORMA TION SHOWN
WAS OBTAINED FROM THE ALBEMARLE COUNTY
GIS WEBS /TE. THIS SURVEYOR TAKES NO
RESPONSIBIL I TY FOR THE A CCURA C Y OF THIS
INFORMA TION.
892.62'
100'R,4D /US
TAX ID #94 -34
LEASE PARCEL PROPERTY OF
COUCH
DEED BOOK 2719, PA GE 665
N
I
o 7-
a TAX ID #94 -29A
PROPERTY OF
GR/SSINGER
DEED BOOK 397, PAGE 400
LINE BEARING DISTANCE
L1 N 88 °46'30" W 45.11'
L2 N 60 °03'47" W 121.01'
L3 N 88 °35'40" W 34.00'
L4 N 63 °35'58" W 114.69'
1 100 11 11
CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING TANGENT
C1 05 °56'54"2037.63'211.54'211.45'N 16 °52'55" E 105.87'
C2 28 °4243"115.00'57.63'57.03'N 74 025'09" W 29.43'
C3 28 °31'53"50.00'24.90'24.64'N 74 019'43" W 12.71'
C4 24 °5942"50.00'21.81'1 21.64 'N 76 °05'49" W 11.08'
00'(Total)
VICINITY MAP
Not to Scale --
BOYD TA VERN
D -COUCH
c) MAP SHOWING
Co
PROPOSED LEASE PARCELCO0
PROPERTY OF
COUCH
LOCATED ON
VIRGINIA SECONDARY ROUTE #616
BLACK CAT ROAD"
ALBERMARLE COUNTY, VIRGINIA
SCALE: I" = 100' DATE: 6 NOVEMBER 2007
BLUE RIDGE SURVEYING & MAPPING, INC.
864 WEST STUART DRIVE
H/LLSVILLE, VIRGINIA 24343
PHONE/FAX 276.728.2022 - EMAIL: brsurvey@comcast.net
TAX ID #94 -33
PROPERTY OF
LEWIS
DEED BOOK 3449, PAGE 644
P TH O,c 0
i
BRIAN L. SUTPHIN
Z
U
LICENSE) No.
2679
r
N El w110 NATIONAL SURVEY SERVICES COORDINATION BY:
G E
13430 NW 104th Terrace, Suite A
LINEJOB #1130
Alachua, FL 32615
INC (
386) 418 -0500
PAGE 1 OF SURVEYING, 1 NC. (386)
G -
9986 Fax
INSET
SCALE 1 " =50'
LEGAL DESCRIPTIONS
LEASE PARCEL:
BEGINNING A TA 5/8" ROD SET, SAID POINT BEING N 87 °48'04" E
117.21 ' FROM A 518" ROD FOUND CORNER TO BEASLEY(DB 1271,
PAGE 011) AND GRISSINGER(DB 397, PAGE 400), THENCE
N 01'13'30"E 50.00' TO A 518'ROD SET, THENCE S 88'46'30 E 50.00'
TO A 518" ROD SET, THENCE S 01 - 13'30" W 50.00' TO A 518" ROD
SET, THENCE N 88 °46'30" W 50.00' TO THE BEGINNING, AND
CONTAINING 2,500 SQUARE FEET.
20'ACCESS EASEMENT
BEGINNING A TA POINT, SAID POINT BEING N 01 - 13'30" E 30.22'
FROM THE POINT OF BEGINNING OF THE ABOVE DESCRIBED
PARCEL, THENCE WITH THE CENTERLINE OF NEW 20'ACCESS
EASEMENT THE FOLLOWING SEVEN CALLS: N 88 °46'30" W 45.11'
TO A POINT, THENCE WITH A CURVE TO THE RIGHT HAVING A
CHORD BEARING OF N 74 °25'09" W, A CHORD DISTANCE OF
57.03, A RADIUS OF 115.00; AN ARC LENGTH OF 57.63, A
TANGENT OF 29.43, AND A DELTA ANGLE OF 28 °4243" TO A POINT,
THENCE N 60 °0347" W 121.01' TO A POINT, THENCE WITH A CURVE
TO THE LEFT HA VING A CHORD BEARING OF N 74 - 19'43 - W, A
CHORD DISTANCE OF 24.64 , A RADIUS OF 50. 00, AN ARC
LENGTH OF 24.90 , A TANGENT OF 12.71, AND A DEL TA ANGLE
OF 28'31'53 TO A POINT, THENCE N 88 W 34.00' TO A POINT,
THENCE WITH A CURVE TO THE RIGHT HAVING A CHORD BEARING
OF N 76 °05'49" W, A CHORD DISTANCE OF 21.64, A RADIUS OF 50.00,
AN ARC LENGTH OF 21.81, A TANGENT OF 11. 08', AND A DELTA
ANGLE OF 24o5942" TO A POINT, THENCE N 63 W 114.69' TO
THE RIGHT -OF -WA Y OF RTE# 616.
PROPOSED TOWER LOCA TION INFORMA TION
HORIZONTAL POSITION (NAD83)
LATITUDE = 37 °59'28.73 "N ±50'
LONGITUDE= 78 °20'14.14" W ±50'
VERTICAL POSITION (NAVD88)
GROUND ELEVATION AT BASE OF TOWER= 445.48' ±20'
PAGE 2OF2
NOTES:
1. THIS SITE IS NOT LOCATED WITHIN OR ADJACENT TO A
COUNTY DESIGNATED CONSERVATION EASEMENT.
2. THIS SITE IS NOT LOCATED WITHIN ANY AREA
DESIGNATED AS AN AGRICULTURAL OR FORESTAL DISTRICT.
3. ALL UTILITY ONES TO BE RUN UNDERGROUND WITHIN
THE PROPOSED ACCESS /UTILITY EASEMENT SHOWN AND
LABELED ON PLAN, FINAL LOCATION OF UTILITIES WILL BE
DETERMINED BY THE COMPANIES PROVIDING ELECTRICAL
AND TELEPHONE SERVICES.
r
vJ
O /
R S
O o
2
HUDSON, DOUGLAS D. & STERLING M. HUDSON
I - S 8 '07'05,, E DEED BOOK 1899, PAGE 189
I EXISTING UTILITY
o \I \ POLE (TYP.)PROPOSEDAC
t -``-
DRIVE __ --
M
PROPOS 20'
ESLITY --- - - - - -- S UTI
PROPOSED
VER EON 50'x50'
yi \ Q N_j , EXISTING \ '/ AREAo/i H US r l,l 1 , TOBE I C: TAX 1D #94 - 34
EXISTING - .% LEXISIING WOODEN X \
PROPERTY OF
DRIVE STORAGE SHELTER o - - COUCH, ROBERT W. JR. OR MILDRED A. o uD
EXISTING TREELINE DEED BOOK 2719, PAGE 665 ' 4)
N 88 °37'05" W - -----------------1------------ - - - - -- — — — — — —
I I TREES PONE 100' RADIUS
I REFERENCE TREE FALL ZONE
TAX I D #94 -29A3
1 BEASLEY, CHARLES CUTLER & GEORGIE E. TAX ID #94 -29A
DEED BOOK 1271, PAGE 011 GRISSINGER, GEORGE E.
RESIDENTIAL DEED BOOK 397, PAGE 400
VACANT
930.00'(Total)
TAX ID #94 -33
LEWIS, ANNA F.
DEED BOOK 3449, PAGE 644
VACANT
v wireless
1831 RADY COURT
RICHMOND, VA 23222
i nfiin i gyj
enginee r Ing
2255 S__ MILL ROAD
SUITE 130
MARIETTA, CA 30062
TEL: 678.444.4463
FAX: 678.444.WWW.INFINIGY.COM
THESE DRAWINGS AND /OR THE ACrOYPATTONO SPECIFICATION
AS DNSIRUYDNTS OF SEROCE, ARE THE EXCIDSIVE PROPERTY
OF YERIZON NIRE.ESS AM THEIR USE AND RRICATION
SH4.L BE RESTRICTED TO THE ORIGtK SITE FOR WHICH
THEY ARE PREPARED. REUSE, REPRODUCTgN OR RRICKTIOA
BY ANY YETHOD, IN Mai OR IN W. 6 PROREITED
EXCEPT BY WRRIEN PERMISSION FROM VEWLON W8aES5.
TIRE TO THESE RAILS AND/OR SPECIMATIONS SHALL
REMAIN WTH VERZON WINETESS WITHOUT PREJUDGE AHD
NSUIL CONTACT WITH TIO SNNEI. C016RRRE PF W FA
EVIDENCE OF ACCEPTANCE OF THESE F SIRCTIJNS.
REVISION
NO. DESCRIPTION BY DATE
q ISSUED fi%t RENEW DAD 11/09/07
g RE- IS91E0 FOR REVIEW CA 02 /29/08
C RE -WDED FOR RENEW OCT 07x0/08
DRAWN BY: / I DAD
CJW
DATE DRAWN: 1 11/09/07 1
INFTNIOY i 202 -025
JOB NO:
SHEET TnE,
SITE PLAN
SITE NUMBER:
ALBERMARLE COUNTY
SITE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD.
K WIC
r-tp,Lifi OrOFr -
PHER J. WARREN
No. 037631
GRAPHIC SCALE
N
1 SITE PLAN
APPROX. NORTH
0 lxsi dNAL
SHUT
Z1 I a
I ve ,Ln wireless
NOTES:
1. CIRCLE REPRESENTS RADIUS DISTANCE OF
APPROXIMATELY 2200' FROM THE TOWER LOCATION
1&31 RADY COURT
RICHMOND, VA 23222
infinigy
en 91 nee r ing„/
2255 SEYIELL MILL ROAD
SUr E 130
MAPoETTA. OA 30082
TEL• 878444.4483
FAX: 878 IM •4472
WWW.N&HACY.COM
THM DRW" AND /OR 7HE ACCOWW" SPECIIFIOION
AS NSIRUYENIS OF SOMM ARE THE E WSNE PRDPF)ifY
OF OWN WNtUM AND THEIR USE AND RAO
SIM11 BE V95TRM TO SFE ORXAIUL SITE OR PUBUCATpITHEYAREPRFPMFD. REISE. RB RODUCIIDN
BY ANY YEDW. N WHOLE OR N PARL 6 PROFBRNED
DCEPr BY WRfiIEN FfR1tl55iON FROM VWON WRRMTRIETOTHESERAMSAND/OR S°ECfnnONS SHALL
Rom WDH YWON Wwd W MIT PREJUDICE AND
EVWCE OF ACC RWU OF "
FACff
E
F
ON
BY DATE
Do 11/09/07
29/08
GCF 07/10/08
DRAWN BY: DAD
CJW
L
ROWN; 11 /09f07
202 -025
SHEET TrFLE:
RADIUS MAP
SITE NUMBER:
ALBERMARLE COUNTY
SITE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD.
KESWICK, VA 22947
ir EALTH OF I,
HRI PHI;R J. WARRE
No. 037631
SSrNALti ,
SHEET NUMB f
Z1A a
SURVEY NOTES:
1. THE BOUNDARY AS SHOWN ON THIS
MAP WAS PLOTTED FROM DEEDS.
2. THIS MAP DOES NOT MEET VIRGINIA STATE
STANDARDS FOR A BOUNDARY PLAT.
3. THE SOLE PURPOSE OF THIS MAP IS TO
ESTABLISH A LEASE PARCEL FOR A CELLULAR
TELEPHONE INSTALLATION.
J. SUBJECT PROPERTY AS SHOWN IS
ALBEMARLE COUNTY TAX ID# 94 -34.
4. SUBJECT PROPERTY AS SHOWN DOES NOI FALL
WITHIN THE LIMITS OF A H.U.D. DESIGNATED FLOOD
HAZARD ZONE. THIS OPINION IS BASED UPON AN
INSPECTION OF THE FLOOD INSURANCE RATE MAPS
COMMUNITY PANEL J51003C 0475D, ZONE X)
AND HAS NOT BEEN FIELD VERIFIED.
5. ALL OWNER AND TAX 1D INFORMATION SHOWN
WAS OBTAINED FROM THE ALBEMARLE COUNTY
CIS WEBSITE. THIS SURVEYOR TAKES NO
RESPONSIBILITY FOR THE ACCURACY OF THIS
INFORMATION. N
EXISTING PROPERTY LINE
TREES TO BE REMOVED
NUMBER SPECIES CALIPER CANOPY HEIGHT AGL HEIGHT
5 ASH 9' 482 AMSL f37'
EXISTING 20 POPLAR TREE (2
PROPOSED 12'
DRIVEL ACCESS
PROPOSED 8' 1
WOODEN FENCE Z8l
f EXISTING 21" OAK TREE (4)
PROPOSED TELCO PANEL
EXISTING 22" OAK TREE (3) PROPOSED METER
1
EXISTING 9" ASH TREE (5) PROPOSED r - - - - - -- - - - --
TO BE REMOVED VERIZON 100'
Z3 MONOPOLE i i
PROPOSED
VERVON 50'x50'
LEASE AREA
PROPOSED
VER[ZON x5
COMPOUND
0'
AREA
5'
REFERENCE TREE /
28* (1) PRO
ta'
POSED VERIZON12'x30' SHELTER Z7
Y '
NOTE: PROPOSED VERIZON EQUIPMENT
2 PROPOSED 12' ,' SHELTER TO HAVE A DARK BROWN
Z8 DOUBLE GATE AGGREGATE FACADE
EXISTING PROPERTY LINE PROPOSED GRAVEL
T-------- --- -- -- - -- - -------- --- - -- = = r - `J -- - -- COMPOUND
S f AVILY WO DI AREA WITH NULIEgDi
6 TO i8 ° AlJ ER OAK TREES. 0 TREES
I PROPG 70' ` pREJA A E TO BE REMO D OR L S
6 ICE BR! GE `
I '
l — DAMAGED.
r
f
GRAPHIC SCALE N , SITE LAYOUT
10' 0 10' 20' --
APPROX. NORTH
v wireless
1831 RADY COURT
RICHMOND, VA 23222
i nfi n i g
e n g i n e e r i n g
2255 SEWELL MILL ROAD ( V
SUITE 130
MAR, EFTA, GA 30062
TEL 4678 444.4463
FAX: 678 444.4472
WNW INFINIGY.COM
THESE "VIGS AM /OR THE ACCOIIPWW SIWFrATION
AS WRIIWDM OF SEANCE ARE THE ExamsNE PROPERI`,
OF VEM W1ROES5 AND THM USE AND PLOMTION
SHALL BE RESTRICTED TO THE ORIGINk SITE FOR *§W
M ARE PREPARED. IEPROFm DxnDN OR PUBUGTO
BY ANY MERW, N WHOLE DR IN PMT, IS PRM W M
EXCEPT BY WRITTEN PU MS" FROM YERRON WIRELESS.
TALE TO THESE RA`1S AHD /OR SPITMTTOW MU
RUM MOH VERQON WIRELESS W7RIOLR PRER1010E AND
V&AL CMAC'T WaH T U SHAT CONSIMIE PAWN FADE
EM ONCE OF ACCEPTMICE R THESE RESfPoCI1DN&
REVISION
TREE INVENTORY
NUMBER SPECIES CALIPER CANOPY HEIGHT AGL HEIGHT
1 OAK 28'535' AMSL 90'
2 POPLAR 20'532' AMSL 100'
3 OAK 22 516' AMSL 76'
4 OAK 21'520' AMSL 80'
5 ASH 9'482' AMSL 37'
TREES TO BE REMOVED
NUMBER SPECIES CALIPER CANOPY HEIGHT AGL HEIGHT
5 ASH 9' 482 AMSL f37'
EXISTING 20 POPLAR TREE (2
PROPOSED 12'
DRIVEL ACCESS
PROPOSED 8' 1
WOODEN FENCE Z8l
f EXISTING 21" OAK TREE (4)
PROPOSED TELCO PANEL
EXISTING 22" OAK TREE (3) PROPOSED METER
1
EXISTING 9" ASH TREE (5) PROPOSED r - - - - - -- - - - --
TO BE REMOVED VERIZON 100'
Z3 MONOPOLE i i
PROPOSED
VERVON 50'x50'
LEASE AREA
PROPOSED
VER[ZON x5
COMPOUND
0'
AREA
5'
REFERENCE TREE /
28* (1) PRO
ta'
POSED VERIZON12'x30' SHELTER Z7
Y '
NOTE: PROPOSED VERIZON EQUIPMENT
2 PROPOSED 12' ,' SHELTER TO HAVE A DARK BROWN
Z8 DOUBLE GATE AGGREGATE FACADE
EXISTING PROPERTY LINE PROPOSED GRAVEL
T-------- --- -- -- - -- - -------- --- - -- = = r - `J -- - -- COMPOUND
S f AVILY WO DI AREA WITH NULIEgDi
6 TO i8 ° AlJ ER OAK TREES. 0 TREES
I PROPG 70' ` pREJA A E TO BE REMO D OR L S
6 ICE BR! GE `
I '
l — DAMAGED.
r
f
GRAPHIC SCALE N , SITE LAYOUT
10' 0 10' 20' --
APPROX. NORTH
v wireless
1831 RADY COURT
RICHMOND, VA 23222
i nfi n i g
e n g i n e e r i n g
2255 SEWELL MILL ROAD ( V
SUITE 130
MAR, EFTA, GA 30062
TEL 4678 444.4463
FAX: 678 444.4472
WNW INFINIGY.COM
THESE "VIGS AM /OR THE ACCOIIPWW SIWFrATION
AS WRIIWDM OF SEANCE ARE THE ExamsNE PROPERI`,
OF VEM W1ROES5 AND THM USE AND PLOMTION
SHALL BE RESTRICTED TO THE ORIGINk SITE FOR *§W
M ARE PREPARED. IEPROFm DxnDN OR PUBUGTO
BY ANY MERW, N WHOLE DR IN PMT, IS PRM W M
EXCEPT BY WRITTEN PU MS" FROM YERRON WIRELESS.
TALE TO THESE RA`1S AHD /OR SPITMTTOW MU
RUM MOH VERQON WIRELESS W7RIOLR PRER1010E AND
V&AL CMAC'T WaH T U SHAT CONSIMIE PAWN FADE
EM ONCE OF ACCEPTMICE R THESE RESfPoCI1DN&
REVISION
NO. DESCRIPTION BY DATE
q ISSUED FOR REYLW DAD 11/09/07
B RE -ME FOR REVEW CM 02/29/09
G RE- ISSUED FOR RENE Ga 07/10/08
DRAWN B1':DAD
CJW
CHECKED f3Y:
DATE DRAWN:11/09/07
INFlNIGY 202 -025
JOB N0:
SHEET TITLE:
LEASE AREA SITE
PLAN & LAYOUT
SITE NUMBER:
ALBERMARLE COUNTY
SITE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD.
KE K, VA 22947
tiALTI O
O
U
STOPHER J. WARR
No. 037631
s . ZONAL
SHEET NUMBER: REV. /
Z2 I A
vn wireless
1831 RADY COURT
RICHMOND, VA 23222
w
Z
Xw
O
a
0
0
REFEREI
28" DA
30
NG ROD
In" MAY, TOP POLE DIAMETER
545' AMSL TO TOP OF
PROPOSED PROPOSED MONOPOLE
VERIZON ANTENNAS
PROPOSED FLUSH
MOUNT BRACKET.°
PROPOSED MONOPOLE
r`
wz
I
w
o O Z
K PROPOSED 100'
z MONOPOLE
Z 2
x
J
O ON
O W
J
0
o a
I O
N
Of
JU'a
0
I
NOTE PROPOSED VERIZON EQUIPMENT
SHELTER TO HAVE A DARK BROWN
AGGREGATE FACADE
PROPOSED
5 SHEET
VERIZON PROPOSED
I SHELTER FENCE (TYP.)
71
30° MAX BOTTOM POLE DIAMETER
1 MONOPOLE ELEVATION
NOT TO SCALE
2 TYPICAL FLUSH MOUNT ANTENNA INSTALLATION
NOT TO SCALE
NOTE
ALL INFORMATION ON THIS PAGE IS PROVIDED BY VERIZON
WIRELESS AND / OR OTHERS AND IS SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. ANTENNA SHOWN IS TYPICAL AND MAY BE
REVISED PRIOR TO CONSTRUCTION
DATE DRAWN:
L202-025
1/09/07
INFINIG'Y
JOB N0:
SHEET TITLE:
TOWER ELEVATION
AND DETAILS
SITE NUMBER:
ALBERMARLE COUNTY
SITE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD.
KESWICK, VA 22947
TFJ
STOPHER J. WARREN
No. 037631
p0 7 -10-Oa 4
ti
SHEET Nuue
Z3 A
i nfi n i g
e n g i n e e r i n g
2255 SEWELL MILL ROAD
SUITE 130
MARIETTA, CA 30062
TEL 678.444.4463
FAX: 678444.4472W.INRNIGY.COM
PROPOSED PANEL
ANTENNA (TYP.)
THESE DRAWINGS AND DR Trk ADDDW ImNG SPECIFICATION
AS D61 DM OF SERVICE, ARE UE UCL S WERP
DF VERfION WREIESS AND HEIR USE AND PUICICADDN
3 ANTENNAS AND TMA'S)S"I BE RE51 TED To TIE ORI,1w SITE FDR WHICH
THEY ARE PRf PARED. REUSE, REPRODUCDDN DR PIBLICA q
W ANY METHOD, IN WHW OR IN PAW, IS PROFIEITED
DCEFF RY WRRTEN PERWMDN FROM 14R20N WIRE M
TRIE TD THESE PUNS AND /OR SPECIFICAT& S SFNLL
REYNN wM VEIRI20FI WIREIE55 WIDW PRERMII:E ANDFACIEV611ALCONVEYWTRiDI91SINLLCOASTDUIEPRWN
ENDBICE DF ACCEPTANCE OF THESE REtiTRICTgNS
REVISION
NO. DESCRIPTION BY DATE
A rzLn FOR RENEW DAD 11/09/07
B RE-ISSfIFD FORREVIEW CA 02 /29/08
C RF -IS91m FOR REVEW GCF 07/10/08
DRAWN EIY:DAD
cJw
PROPOSED MONOPOLE
r`
wz
I
w
o O Z
K PROPOSED 100'
z MONOPOLE
Z 2
x
J
O ON
O W
J
0
o a
I O
N
Of
JU'a
0
I
NOTE PROPOSED VERIZON EQUIPMENT
SHELTER TO HAVE A DARK BROWN
AGGREGATE FACADE
PROPOSED
5 SHEET
VERIZON PROPOSED
I SHELTER FENCE (TYP.)
71
30° MAX BOTTOM POLE DIAMETER
1 MONOPOLE ELEVATION
NOT TO SCALE
2 TYPICAL FLUSH MOUNT ANTENNA INSTALLATION
NOT TO SCALE
NOTE
ALL INFORMATION ON THIS PAGE IS PROVIDED BY VERIZON
WIRELESS AND / OR OTHERS AND IS SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. ANTENNA SHOWN IS TYPICAL AND MAY BE
REVISED PRIOR TO CONSTRUCTION
DATE DRAWN:
L202-025
1/09/07
INFINIG'Y
JOB N0:
SHEET TITLE:
TOWER ELEVATION
AND DETAILS
SITE NUMBER:
ALBERMARLE COUNTY
SITE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD.
KESWICK, VA 22947
TFJ
STOPHER J. WARREN
No. 037631
p0 7 -10-Oa 4
ti
SHEET Nuue
Z3 A
I \\ \ EXISTING UTILITY
h POI - F (TVP -PROPOSED SILT FENCE -
Ji --
EXISTING
HOUSE
EXISTING WOODEN
STORAGE SHELTER
EXISTING
DRIVE
LESSEE CENTERLINE OF 2
20' WIDE ACCESS / UTILTTY
EASEMENT AND PROPOSED z4
12' WIDE GRAVEL DRIVE
rn
I
EXISTING
PROPERTY LINE
FILL SLOPE (TYP.)
1 MAX.
N GRADING, EROSION &
SEDIMENT CONTROL PLAN
CALLED NORTH
EXISTING GRADE
6" THICK ASTM C -33
57 STONE GRAVEL
GRAPHIC SCALE
20' 0 20' 40'
MARAtRATlON FABRIC
COMPACTED SELECT
STA
PLACED ON COMPACTED
FILL WHERE REQUIRED
SUBGRADE (AS% PROCTOR)
DRIVEWAY
2 SECTION - CROSS SLOPED
NOT TO SCALE
3
1 MAX.
COMPACTED SUBGRADE,
FREE FROM TOPSOIL
AND ORGANICS
S 33-D- PROPOSED LESSEE 50x50'
lf r
s LEASE AREA (2,500± SOFT)
t
12
LIMITS OF DRIVEWAY SHOWN ON PLANS
3 -5 -
1 s
i
REFER (28' AK)
v wireless
1831 RADY COURT
RICHMOND, VA 23222
infinigy
e n g i n e e r i n 9c2255SEWELLMILLROAD
SUITE 130
MARETTA, OA 30082
TEL: 878444.4483
FAY: 878.444.4472WWI.INFINW.COM
THEE DRAOM AND /OR THE ACCOWAI M 5WFrATION
AS IN5MWENTS OF MMCE, ARE THE EXCLUSIVE PROPERTY
of VSUON WARLESS AND THEN USE AND PIMUTON
SHN1 BE RESTRICTED TO THE DMINAL SITE FOR *KH
THEY ARE PREPARED. REUSE REPRODUCTION OR PlTC1T10NBYANYAPIDO, iii OR N PART, S PROMTEDN
EXCEPT BY WRITTEN PE 69ZON FROM YUMN WIRREM.
TIRE TO THEE PLANS AND /OR SPECIFICATXNS DRLL
REXWN VM YMON W1RF M WITHOUT PREJUDICE AND
VSW CONTACT WITH THEM %qL CONSTRUE PROW FACIE
MOM OF ACCEPTANCE OF THEE RESTRICIYJIS.
REVISION
NP. DESCRIPHON BY DATE
A ISSUED FOR RENEW DAD 11/09/07
RE- ISSUED FOR RENEW CJW 02/29/08
RE -ISSUED FOR RENEW GCF 07/10/08
DRAWN BT"DAD
CHECKED BY:
CJW
DATE DRAWN:11/09/07
INFINIGY 202 -025
JOB NO:
SHEET 1771.E
GRADING, EROSION
SEDIMENT
CONTROL PLAN
SITE NUMBER:
ALBERMARLE COUNTY
SITE NAME:
BOYD
TAVERN
COUCH
SLTE ADDRESS:
1641 BLACK CAT RD.
KESWICK, VA 22947
rOFJ. WARRE
631
lv -v3 ti
SIONAI a.
SHEEF NUMBER:
Z4 A
GRADING & EXCAVATING NOTES:
1. ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY
HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE
MATERIAL AND EXCESS GROUNDWATER. DEWATERING FOR EXCESS GROUNDWATER
SHALL BE PROVIDED IF REQUIRED.
2. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. IF SOUND
SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH, THE
UNSATISFACTORY SOIL
RFPI ACFF) WITH UFCHANICAI I_Y TY)MPArTEh r.RANI II AR MATPPIAI
AND EITHER BESHALLEXCAVATEDTOITSFULLD
PIAt QR THE
EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE
FOUNDATION.
3. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER
MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME
QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO
STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE USED
AS COMPILING CONCRETE THICKNESS.
4. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW
GRADE, AND BEFORE BACKFILLING, ALL EXCAVATIONS SHALL BE CLEAN OF
UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH
FOR ANY FILLING OPERATION.
5. REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL
MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE
PRIOR TO PLACING FILLS. PLOW, STRIP, OR BREAK UP SLOPED SURFACES STEEPER THAN
THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING SURFACE.
WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS
THAN THAT REQUIRED FOR FILL, BREAK UP GROUND SURFACE TO DEPTH REQUIRED,
PULVERIZE, MOISTURE - CONDITION OR AERATE SOIL AND RECOMPACT TO REQUIRED
DENSITY.
6. -USE APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND
BE FREE FROM CLODS OR STONES OVER 2 -1/2" MAXIMUM DIMENSIONS
BE PLACED IN 6" LAYERS AND COMPACTED TO 95% STANDARD PROCTOR
EXCEPT IN GRASSED /LANDSCAPED AREAS, WHERE 90% STANDARD PROCTOR
7. REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL SURFACING IS
REMOVED DURING CONSTRUCTION OPERATIONS. GRAVEL SURFACING SHALL BE REPLACED
TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAME
THICKNESS. SURFACES OF GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES.
EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF INJURIOUS
AMOUNTS OF EARTH, ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED
PRIOR TO REUSE. FURNISH ALL ADDITIONAL GRAVEL RESURFACING MATERIAL AS REQUIRED.
BEFORE GRAVEL SURFACING IS REPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO
REQUIRED SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY
COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH
APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL MAY BE USED
FOR FILLING DEPRESSIONS IN THE SUBGRADE, SUBJECT TO ENGINEER'S APPROVAL.
8. DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGLIGENCE
SHALL BE REPAIRED /REPLACED TO OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE.
9. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER SO AS
TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS.
10. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION.
11. ALL CUT AND FILL SLOPES SHALL BE MAXIMUM 3 HORIZONTAL TO 1 VERTICAL.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING SITE VEHICLE
TRAFFIC AS TO NOT ALLOW VEHICLES LEAVING THE SITE TO TRACK
MUD ONTO PUBLIC STREETS. THE CONTRACTOR IS RESPONSIBLE
FOR CLEANING PUBLIC STREETS DUE TO MUDDY VEHICLES LEAVING
THE SITE.
GENERAL EROSION & SEDIMENT CONTROL NOTES:
1. THE SOIL EROSION AND SEDIMENT CONTROL MEASURES AND DETAILS AS SHOWN
HERIN AND STIPULATED WITHIN STATE STANDARDS
SHALL BE FOLLOWED AND INSTALLED IN A MANNER SO AS TO
MINIMIZE SEDIMENT LEAVING THE SITE.
2. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE
LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND
ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR
OTHER APPROPRIATE MEANS.
ERv. CONTROL SH. ^,L' BE INSTAL'. ED BEFQRE CROU ":0
DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION
CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THOSE SHOWN ON THE
APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE
DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR
ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION.
ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF
CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
4. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES
MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE
PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE
DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS.
ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE
OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER
IMMEDIATELY.
5. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASIRES UNTIL
PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL
CLEAN OUT ALL SEDIMENT PONDS WHEN REQUIRED BY THE ENGINEER OR
THE LOCAL JURISDICTION INSPECTOR. CONTRACTOR SHALL INSPECT EROSION
CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE
MEASURES ARE FUNCTIONING PROPERLY.
6. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN
THE SILT IS WITHIN 12" OF THE TOP OF THE SILT FENCE.
7. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION
CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION
BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE
CORRECTED.
8. SILT BARRIERS TO BE PLACED AT DOWNSTREAM TOE OF ALL
CUT AND FILL SLOPES.
9. ALL CUT AND FILL SLOPES MUST BE SURFACED ROUGHENED AND
VEGETATED WITHIN SEVEN (7) DAYS OF THEIR CONSTRUCTION.
10. CONTRACTOR SHALL REMOVE ALL EROSION & SEDIMENT CONTROL
MEASURES AFTER COMPLETION OF CONSTRUCTION AND
ESTABLISHMENT OF PERMANENT GROUND COVER.
11. THE ESCAPE OF SEDIMENT FROM THE SITE
SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL
MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH,
LAND- DISTURBING ACTIVITIES.
8" MIN.
36" MIN. FENCE POST —
WOVEN WIRE FENCE (MIN. 14 1/2
GAUGE W MAX. 6" MESH I o
SPACING) WITH FILTER CLOTH
FERTILIZER MIX
APPLICATION N, # /ACRE P O , # /ACRE K # /ACRE N, TOP DRESSING
1st 60 - 90 120 - 180 120 - 160 50
2nd 60 120 120
NOTE;
GRASS AND MULCH ALL DISTURBED AREAS
WHEN HYDRAULIC SEEDING AND FERTILIZING EQUIPMENT IS USED, NO GRADING AND SHAPING OR
SEEDBED PREPARATION WILL BE REQUIRED. THE FERTILIZER, SEED AND WOOD CELLULOSE FIBER
MULCH WILL BE MIXED WITH WATER AND APPLIED IN A SLURRY. ALL SLURRY INGREDIENTS MUST
BE COMBINED TO FORM A HOMOGENEOUS MIXTURE, AND SPREAD UNIFORMLY OVER THE AREA
WITHIN ONE HOUR AFTER MIXTURE IS MADE. STRAW OR HAY MULCH AND ASPHALT EMULSION
WILL BE APPLIED WITH BLOWER -TYPE MULCH SPREADING EQUIPMENT WITHIN 24 HOURS AFTER
SEEDING, THE MULCH WILL BE SPREAD UNIFORMLY OVER THE AREA, LEAVING ABOUT 25
PERCENT OF THE GROUND SURFACE EXPOSED.
GRADE, SHAPE AND SMOOTH WHERE NEEDED TO PROVIDE FOR SAFE EQUIPMENT OPERATION AT
SEEDING TIME AND FOR MAINTENANCE PURPOSES. THE LIME AND FERTILIZER IN DRY FORM WILL
BE SPREAD UNIFORMLY OVER THE AREA IMMEDIATELY BEFORE SEEDBED PREPARATION. A
SEEDBED WILL BE PREPARED BY SCARIFYING TO A DEPTH OF 1 TO 4 INCHES AS DETERMINED
ON SITE. THE SEEDBED MUST BE WELL PULVERIZED, SMOOTHED AND FIRMED. SEEDING WILL
BE DONE WITH CULTIPACKER- SEEDER, DRILL, ROTARY SEEDER OR OTHER MECHANICAL OR HAND
SEEDER. SEED WILL BE DISTRIBUTED UNIFORMLY OVER A FRESHLY PREPARED SEEDBED AND
COVERED LIGHTLY. WITHIN 24 HOURS AFTER SEEDING, STRAW OR HAY MULCH WILL BE SPREAD
UNIFORMLY OVER THE AREA, LEADING ABOUT 25 PERCENT OF THE GROUND SURFACE EXPOSED.
MULCH WILL BE SPREAD WITH BLOWER -TYPE MULCH EQUIPMENT OR BY HAND AND ANCHORED
IMMEDIATELY AFTER IT IS SPREAD. A DISK HARROW WITH THE DISK SET STRAIGHT OR A SPECIAL
PACKER DISK MAY BE USED TO PRESS THE MULCH INTO THE SOIL.
WOVEN WIRE FENCE
MIN. 14 1/2 GAUGE
W/ MAX. 6" MESH
SPACING)
10' MAX. C. TO C.
36" MIN. LENGTH FENCE
POSTS DRIVEN MIN. 16"
INTO GROUND.
i < _ _a OF FILTER
fll 16" MIN.
W ,YO4
c y W W W W y
PERSPECTIVE VIEW
CONSTRUCTION SPECIFICATIONS
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES
OR STAPLES. POSTS SHALL BE STEEL EITHER T" OR "U" TYPE OR HARDWOOD.
2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE
FENCE WITH TIES SPACED EVERY 24 T TOP AND MID SECTION.
FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6 MAXIMUM MESH OPENING.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-
LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X,
MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.
4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
BULGES" DEVELOP IN THE SILT FENCE.
COMPACTED S01
EMBED FILTER CLOTH
A MIN. OF 6" IN GROUND.
4 "
16" MIN.
SECTION VIEW
4m SILT FENCE DETAIL
NOT TO SCALE
UNDISTURBED GROUND
v wireless
1831 RADY COURT
RICHMOND, VA 23222
i n f i n i gyp
e n g i n e e r 1 n g2255SEWWELLMLLROAD
SURE 130
MARCTTk DA 30062
TEL: 678 444.4463
FAX: 676.444 4472
WWW.INFlNCf.ODM
OESE DRAWINGS AND /OR THE ACCOVANY G SPEOFICATON
AS INSIRWENTS OF SERIK:E, ARE THE EXCLUSIVE WIERT
OF VMON WIRELESS AND THOR USE AND PUBUGTON
SHALL BE RESTRICTED TD THE OPoC K SUE FOR WHK71
DO ARE PREPARED. REUSE, BEPRONXTON OR PUELICATD
BY ANY METHOD, M WHOSE OR IN PART, 6 MWTED
EXCEPT BY WRITTEN PER116GON FROM YM% WIRRISS
TRIE TO THESE PLANS AND /OR VECIRGTDNS %%ALL
REIM WITH VW N WWFIESS MW PRU)DICE AND
VISUAL CONTACT WITH TO SHHLL CNEMURE P161N FILE
EAD94CE OF ACCEPTANCE OF THESE RFSTRICEDNS
REVISION
NR _ DESCRIPTION BY DATE
A ISM FOR RENEW DAD II /D9/07
RE- ISSUED FOR RENEW WW 02 /29/08
REISSUED FOR RENEW GCF 07/10/08
DRAWN ErY: DAD
CJW
CHECKED BY:
DATE DRAWN: 11/09/07
INFINIGY 1 202 -025
JOB NO:
SHEET TFLE:
GRADING, EROSION
SEDIMENT
CONTROL NOTES
SITE NUMBER:
ALBERMARLE COUNTY
SITE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD.
KESWICK, VA 22947
tiALTH
DPHER J. WARREN
No. 037631
O SSIO1J A t
SHEET i
Z5 I A
CL MONOPOLE
L
0
w
z ..
PROPOSED 2 —POLE WAVEGUIDE
BRIDGE
3 1/2" O.D. z 15' -0" SUPPORT PIPE
CUT AS NECESSARY) EMBEDDED IN
CONCRETE. INSTALLED PER MFG'S
INSTRUCTIONS.
CONCRETE FOOTING (TYP)
6" #1 OR #2 STONE OR EQUAL
EXISTING COMPOUND
12"
2 SECTION VIEW
NOT TO SCALE
v wireless
1831 RADY COURT
RICHMOND, VA 23222
i nfi n i g
e n g i n e e r i n g2255SENlMUROAD
SURE 130
MARIETTA, GA 30062
TEL 676444.4483
FAX: 676 444 -4472
WWW.WFRNNNY.COM
THESE MMNGS AND /OR THE ACCOMPANYM 7E:IFQTON
AS MSTKIWNfS OF SERACE ARE THE EXCLUSNE PHOPERT
OF YMON WRELESS AND THER USE NMI M)CATIDN
SHALL BE RESTRICTED TO THE OftI AL SITE FOR WHICH
THEY ARE PREPMED. REUSE. RE}PR00UCTON OR PUROTIO
BY ANY METHOD, R WHOLE DR N PART, IS PROHIBITED
EXCEPT BY WRITTEN PEON FROM Y4RIION WIRETESS.
TIRE TO THESE PLANS AND /OR SPECAGTM SHALL
RRAN WIM YEARON W1R<1.ES5 VWLT PRUMOE AND
YSUAL CONTACT WNH THEN SHALL CONSTTI ITE PRIMA FACIE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
REVISION
DESCFJFMN BY DX E
q ISSUED FOR REVIEW DAD 11/09/07
RE- ISSUED FOR REVIW C.AY 02/29/08
RE -ISM FOR RE" GCF 07/10/08
DRAWN BY: DAD
CJW
CHECKED BY
DATE DRAWN: 11/09/07
INFINIGY 202 -025
JOB NO:
SHEET iTTLE:
WAVEGUIDE
BRIDGE DETAILS
2' -0" 1
HOLES
3 ISOMETRIC WAVEGUIDE BRIDGE
NOT TO SCALE
VALMONT MICROFLI
UNIVERSAL PIPE A
KIT PART NO. 815
WAVEGUIDE
PIPE POST
GPS ANTENNA
1" 0 DIAMETER SCHEDULE 40 RIGID
GALVANIZED STEEL PIPE, 24" LONG
4 GPS ANTENNA MOUNT
NOT TO SCALE
SfTE NUMBER:
ALBERMARLE COUNTY
STTE NAME:
BOYD
TAVERN
COUCH
SITE ADDRESS:
1641 BLACK CAT RD.
KESWICK, V 22947
pLTH Op
IrkI
o4
O
r
U
CH PHER J. WARREI
No. 037 631
SIONALI.
sHEEt NUMBER:
I
REV. i
Z6 A
1 WAVEGUIDE BRIDGE DETAIL
NOT TO SCALE
3' -5%
4' -11 %"
REAR WALL ELEVATION C
NOT TO SCALE
MOTION SENSITIVE
OUTDOOR LIGHT-
33' -2
9 - 8"
11'-8"
30'
FRONT WALL ELEVATION A
NOT TO SCALE
9' –tiV
FOR CABLE
CONFIGURATION
SEE DETAIL BELOW)
3' -9"
DARK BROWN AGGREGATE
FACADE
MOTION SENSITIVE
OUTDOOR LIGHT
SIDE WALL ELEVATION B
NOT TO SCALE
SIDE WALL ELEVATION D
NOT TO SCALE
TYPICAL WALL LAYOUT:
PRE -FAB BUILDING WAS DESIGNED BY OTHERS AND DRAWINGS
WERE PROVIDED AS PART OF VERIZON WIRELESS STANDARD DETAILS.
REFER TO 11' -7" x 30'x 10'-7 CONCRETE SHELTER DRAWINGS
MODEL #2685) BY VFP, INC. FOR SPECIFIC INFORMATION.
t TYPICAL SHELTER ELEVATIONS
NOT TO SCALE
NOTE:
INFORMATION CONTAINED IN THESE DRAWINGS REFERRING TO THE PROPOSED
VERIZON EQUIPMENT SHELTER WERE OBTAINED FROM STANDARD EQUPIMENT
SHELTER DRAWINGS PROVIDED BY VERIZON. THE INFORMATION CONTAINED IN
THESE PLANS SHOULD BE CONSIDERED AS A GUIDE AND CONTRACTOR IS
SPECIFICALLY DIRECTED TO OBTAIN AND USE THE SHELTER DRAWINGS PROVIDED
BY VERIZON SPECIFIC TO THIS SITE.
C
B D
A
MOTION SENSITIVE
OUTDOOR LIGHT
LITvre wireless
1831 RADY COURT
RICHMOND, VA 23222
i nfi n i g
eng inee r ing/
2255 "`WELL WILL ROAD ( V
SUITE 130
MARIETTA, GA 30062
TEL 678.444 4463
FAX: 678 444 -4472
WWW,INFiNIGY.CCM
THESE DRAWINLS AND/OR THE ACMUPAVING SPIMIFXATION
AS INSTRUIIEN S OF SERVICE. ARE THE EXULISNE PROPEMY
OF VERQOII WIRUESS AND THEIR USE AND PU110TION
9*1 DE RWRXTED TO THE ORDIAL SITE FOR W"
THEY ARE PREPARED. REUSE, RFPRODIXTON OR PUBtX'ATl(N!
W ANY WETTIOD, RI WHOLE OR N PART, IS I MOTED
EXCEPT W WWTEN PERMISSION FROM VERIM WIRSIM
TIME TO THESE PLANS AND /OR SPMFrATIONS SHUT
REMAIN WITH VER2ON WRaESS WITHOUT PREJ M AND
VISUAL COHUCT WITH THEM SHUT CONSTITUTE PFJW FACE
EVIDENCE OF ACCEPTANCE OF PESE RESTRICT"&
REVISION
N DESCRIPTION BY DATE
A I,= FOR REVEW DAD 11/09/07
RE- 1591ED FOR REVIEW GW D2 /29/08
C RE- ISSUED FOR REYEW GCF 07/lD/DB
DRAWN BY:DAD
CHECKED ETY:
CJW
DATE DRAWN:11/09/07
INFINIGY 202 -025
JOB NO:
SHEET TrrLF -'
SHELTER ELEVATIONS
SrM NUMBER:
ALBERMARLE COUNTY
SITE NAME:
BOYD
TAVERN
COUCH
SrTE ADDRESS:
1641 BLACK CAT RD.
KESWICK, VA 22947
SALTH p
O
U
STOPHER J. WARRE
No. 037631
7 - [0 -0 w4
SHEET NUMBER:REV.
Z7 A
3" X 3/4" CEDAR PICKETS WITH
DOG - - - -
CONCRETE
FOOTING (TYP)
CEDAR STOCKADE FENCE DETAIL (DOG EAR— STYLE)
NOT TO SCALE
NOTE: PAINT OR STAIN ENTIRE FENCE, INSIDE & OUT.
SITE OWNER TO SELECT TYPE & COLOR
2" X 3" CEDAR BACKING RAIL OR
2" X 4" PRESSURE TREATED BACKERS.
3" X 3/4" CEDAR OR PRESSURE BOX FRAME AND CROSS BRACE EACH GATE
TREATED LUMBER. DOG EAR STYLE SECTION. MITRE BRACE ENDS TO FIT SNUG,
BOARD END TREATMENT.
4" X 8' PRESSURE
TED POSIS (TYP) I THREADED EYEBOLT. ATTACH 1/8' CABLE FROM
GATE TO POST. (TYP BOTH SIDES).
5" X 5" SQUARE
r - — — — — - PRESSURE TREATED POST
L_ _J
ALUMINUM \ / \ /
I
TYPE NAILS
INSTALL REVERSABLE HINGE LOCK \ \ / / \ \ /
I PROVIDE ALUMINUM
PLATE WITH PADLOCK \ / \ / SCREW TYPE NAILS
PICKET) / \
o v i i (3 PER EACH BRACE END)
4" X 8" GALV. STEEL HINGE.
FASTEN WITH SEVEN
1 -7/8" SCREWS. (TYP. FOR
N
r i EACH HINGE)
IED GRADE _
14" X 4" SQUARE iIIPRESSURETREATED
FINISHED POST. SET IN LINE
GRADE I WITH GATE POSTS.
48"
BACK OF GATE) I
L_J _J I
12' GATE OPENING
1.5'
42 BOARD STYLE SWING GATE —DOG EAR STYLE (12' WIDE)
NOT TO SCALE
6' #57 STONE OR EQUVALENT
ON STABILIZATION FABRIC
GRADE TO DRAIN AS
SHOWN ON PLAN --- 7
WOODEN FENCE
UMITS OF CRUSHED
STONE SURFACE
2" x 6" PRESSURE
TREATED WOOD CURB.
GRADE TO DRAIN
AWAY FROM TOWER
YARD
i 2' x 4" x 1' -6" LONG
PRESERVATIVE PRESSURE
MARAFl TREATED WOOD STAKE AT
STABIUZATION FABRIC 5' -0" O.C.
PLACED ON COMPACTED 1 12"
SUBGRADE
3 SECTION THROUGH COMPOUND
NOT TO SCALE
ve wireless
1631 RADY COJRT
RICHMOND, VA 23=
i n f i n i a
e n g i nee r i n g v2255SL`WEU MIL.L ROAD
SURE 130
MARIETTA. GA 3DD52
TEL' 878444.4483
FAY: 878.4444472WWW.MF00DI'.COY
1HESE DRAWMS AND /OR THE ALCDIIPMFYMO SPEDFlGTION
AS INS1RUMEN S OF SERVICE, ARE THE DDLUSNE PROPERTY
OF VDUON WfaESS AM THEIR USE AND PUBLICATION
Stall BE RESTRICRED TO THE OWWL SITE FDR WHO!
RU ARE PREPlJ2ED, REUSEE, RU*WLCTION DR R)KICA
BY ANY METHOD, IN NHOLE OR IN PART, S PROHRATED
EXCEPT BY WRITTEN PEIN16101E FRON MMON WRE3ES&
WE TO RUE PANS AND /DR SPEMICAT NS Wa
REMAIN WITH VWON WIRELESS WUIDUT PFERfMCE AM
VRAL OXACr WITH THEY SH41 CONSBME PRN1 FACE
EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS
REVISION
DESCRvnoN BY DATE
A ISM FOR RI DAD 11/09/07
RE-MM FOR RENEW CJW 02/29/00
RE-sSm FOR REVIEW GCF 07/10/00
R
Y:
CJW
DATE DRAWN:11/09/07
INFTNIGY 202 -025
JOB NO:
SHEET Tn -'
FENCE DETAILS
SfTE NUMBER:
ALBERMARLE COUNTY
SFTE NAME:
BOYD
TAVERN
COUCH
SfTE ADDRESS:
1641 BLACK CAT RD.
KESWICK, VA 22947
TH OF
OrOO
STOPHER J. WARREN
No. 037631
SHEET NUNIBM REV. /
Z8 A