HomeMy WebLinkAboutSDP201300052 Plan - Submittal (First) 2013-10-10 PROJECT INFORMATION
SCOPE OF WORK. INSTALLATION OF A NEW EQUIPMENT SHELTER AND NEW ANTENNAS WITH
atact
MOUNTED ON A NEW 99 3'TOWER
SITE ADDRESS 1000 BLOCK OF TAYLOR'S GAP RD
CHARLOTTESVI 22901
LATITUDE. N 38' 0' 31.252'
LONGfTUDE. W 78' 37' 27.018"
GROUND ELEVATION 886 0'
JURISDICTION. ALBEMARLE COUNTY
MAGESILRIAL DISTRICT SAMUEL MILLER
ZONING DISTRICT CLASSIFICATION. RA RURAL AREAS
PARCEL ID #. 07400-00-00-00589
PARCEL SIZE 92.275 ACRES
DEED REF' D B 4214, PG. 369
PROPOSED USE: TELECOMMUNICATIONS FACILITY
TOWER OWNER. NEW CINGULAR WIRELESS PCS, LLC
SITE . CV40
SITE NJUMBER : ( \/i1_05A
NAME OF APPLICANT NEW CINGULAR WIRELESS PCS, LLC
UTILITY INFORMATION VICINITY MAP APPLICABLE BUILDING CODES AND STANDARDS
UTILITIES
POWER. CENTRAL VIRGINIA ELECTRIC COOP (800) 367-2832
TELCO VERIZON (800) 483-5000 DIRECTION: SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL
AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT
DRAWING INDEX REV TAKE RAMP RIGHT FOR1 29 OWARD CHARLOTTESVILLECO.8RMI.TATJ EXIT 53A, TAKE RAMP RIGHTFORD 1-640 WESTE TOWARD RD 0 7 MI ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN
CHARLOTTESVILLE 63 3 MI. AT EXIT 114, TAKE RAMP RIGHT TOWARD IVY 0.2 MI TURN LEFT ONTO DICK WOODS RD 1.9 MI. TURN LEFT BOLTING CODE.
ONTO TAYLORS GAP RD 0.4 MI. TURN RIGHT TO STAY ON TAYLORS GAP RD 1.0 MI. ARRIVE AT SITE ENTRANCE ON LEFT EL CNu 2009 IISBC(loos SC)
c00E.
WRGNu USBC(2006 NEPA 70)
T 1 TITLE SHEET 0 weCONTRACTDR'S WORK SHALL COMPLY WTIH THE LATEST EDIRON OF THE FOLLOWING STANDARDS.
AMEIICA N CONCRETE INSTITUTE(ACT)318, BOLDING CODE REOUIIENENIS FOR SNNCRIRAL CONCRETE
SP-1 SURVEY PLAT 0 MERMAN INSTITUTE OF STEEL CONSTRUCTION(NBC), MANUAL OF STEEL CONSTRUCTION,ASD,NINTH EDITION
TEIE000MUNICARONS INDUSTRY ASSOCIATION(NIA)222-F, STRUCTURAL STANDARDS FOR STEEL ANEENTM TOWER MID ANTENNA SUPPORTING STRUCTURES
A 0 SITE PLAN & ENLARGED SITE PLAN 0 RA 607,COMMERCIAL BOLDING GROUNDING MID BONDING REQUIREMENTS FOR TELECOMMUNTCAT1ONS
3 A-GA AREA PLAN 0 NSIIRRE FOR ELECIPoOL AND ELECTRONICS ENGINEERS(IEEE)81,GUIDE FOR MEASURING EARTH RESSTMTY,GROUND IMPEDANCE,MID EARTH SURFACE POTENTIALS OF A
• A-1 COMPOUND PLAN 0 ND S(1es EEE 9
A-2 TREE HEIGHT DIAGRAM 0 ) RECONNENDFD PRACTICE FOR POWERING MID GROUNDING OF ELECTRONIC EQUIPMENT
N7 A-3 DETAILS 0 LEE C62.41, RECOMMENDED PRACTICE ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS(FOR LOCATION CATEGORY'C3'AND'HIGH 5rs1EM EXPOSURE')
IELCORDU GR-1275,GENERAL INSOIURON TEWIIZELENTS
r•]
h1CORDu GR-1503,COAXAL CABLE CONNECTIONS
co E&S-1 EROSION & SEDIMENT CONTROL PLAN 0 MS T1.311, FOR TELECOM-DC POWER SYSTEMS-TELECOM,EMARONMENGL PROTECTION
F E&S-2 EROSION & SEDIMENT CONTROL PLAN 0 ,a D ( t! FOR ANY CONFlJCTS BETWEEN SECTIONS OF LISTED CODE AND STANDARDS REGARDING MATERIAL,A01I00S OF CONSTRUCTION,OR OTHER REQUIREMENTS,THE MOST
N E&S-3 EROSION & SEDIMENT CONTROL PLAN 0 (` REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIRDIENT AND A SPECIFIC REQUIREMENT,THE SPECIFIC REQUIREMENT SHALL
J E&S-4 EROSION & SEDIMENT CONTROL DETAILS 0 5`
S E&S-5 EROSION & SEDIMENT CONTROL NOTES 0
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.:1- i ill ell /11) Adolf,
__ ARCHITECTURAL REVIEW BOARD APPROVAL
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SITE ����
---.°1 APPROVED BY- DATE.
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O 0,aode v ALBEMARLE COUNTY PLANNING APPROVAL
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3 iondA APPROVED BY . DATE.
NOTES ARBORIST INFO o a ,
MAGNETIC DECLINATION - 9' 36' 35" W CHANGING A
} BY 1.8' W PER YEAR AS OF 07/15/2013 ~
MICHAEL ABBOTT
I\ k
N BARTLET TREE EXPERTS t cii �0� AT&T CONSTRUCTION. LTH OPAT. '
(434) 971-3020 f
CY
o SCALE: 1"_2000� AT&T COMPLIANCE. �( HItiI�TOPH T fj�AL nT
o ll
oi
3 MORIN BC ARCHfTECTS ENGINEERS
0 2 FALLS CHURCH, VA
3 B SITE NUMBER: CV405A
■ velocirel at&t
5661 COLUNBIA PIKE,SUITE 200 1 • N o. 032984
r7 FALLS CHURCH,VA 22041-2868 0 08-30-13 FINAL ZONING DRAWINGS GMW CDM TITLE SHEET
i TEL(703)671-6000 1000 BLOCK OF TAYLOR'S GAP RD ' $.30.13 '
o S L' C h 1 t e C t S FAX:(703)671-6300 complete Wireless solutions LBERTY PLAZA 1 A 08-05-13 PREUMINARY ZONING DRAWINGS GMW CDM C.• lssl T (3\
PmCHARLOTTESVILLE, VA 22902 4801 COX RD,SUITE 300 NO DATE REVISIONS B6MMLHK APP'D TONAL L� ►� lam' DRAWING NUMBER REV
IGLEN ALLEN,VA 23060
o e ri g 1 ri e e r S SCALE AS SHOWN [DESIGNED C MORIN DRAWN GMW ••"""' T-1 0
` , SCALE. 1":600'(11"X1Y PLOT) sl, ) CLIENT-
SITE INFORMATION PARCEL!O.• 07409-09'-00-00598 SCALE: 1"=300'(24"X36"PLOT) '`g`h-F / �i4
TAX PARCEL# 07400-00-00-00589 �P70 LLD do /
DEED REF.. D.B. 4214, PG. 369 \\ D.6t 4/97, Pt 54B 0 150 300 600 W.,'
ZONING: RURAL AREAS I \---
I IONAVG RURAL AREAS / } }
JURISDICTION. ALBEMARLE COUNTY - / `�`
DISTRICT. SAMUEL MILLER // / LIBERTY PLAZA 1
/ 4801 COX ROAD, SUITE 300
ACCORDING TO FEDERAL EMERGENCY MANAGEMENT / / GLEN ALLEN, VA 23060
AGENCY MAPS, THE PROPOSED TELECOMMUNICATIONS SITE 0 i
IS LOCATED IN ZONE"X", COMMUNITY PANEL Oe / / PARCEZ V 07309-09-00-04.900 / TEL. (804) 360-3511
NO 51003CO245D, DATED 2-4-05 k- / ✓ANTES M. DOMING Iv / FAX. (804) 360-5793
Oe / OB. .3224 PC. 535
NO WETLANDS AREAS HAVE INVESTIGATED BY THIS SURVEY / 97JITAl'ZOP CAP ROAD l SENT'
ti
LEGAL DESCRIPTION LEASE AREA �. / / PROPOSED BC Architects Engineers PLC
6Ok60•Lease Area 'P / \ FARM ID. 07400-00-09-00509 / STRUCTURE 5661 Columbia Pike,Suite 200
.A'tuoted an ad that / \ D.a , MPG 26s /zic LA 7.' JBt:YJ:7/..232" Falls Church,VA 22041-2868
piece orport'✓of land owned by / I4 L L3NL: 78,7727.018"
.---
dames Al Bowhhg, /I!being Parcel/0. \ ZONING RURAL AREAS ' v GROUND ELEI!=886.C7�• i
07J00-OD-00-04800, and further described in Dead Boa* l \ 1 h 0/ �,16,� N :,r.,,r• y
3224 at Page 535 m the Clerk of the Circuit Court Office, / \ 4 .y,/ - E 1�4472•/S %� S•
A/benade County, Krginia. / \ 0 fi / R�� . / 644154.92 CONSULTANT:
Commencing at a Bart Pipe Found on the east line of the / 4 / EEr t@,/IS SET Al 19„W $ 1��'''
parent parcel and the intersection of the north the and L PARCE2 V• 07J09-O0-00-04800 ,d14/ �` - BJ54'
the west line of property owned by B/ondemoi Fenn, Me., \ ,L4A4ES M BOAK/NG/✓ l \ 8'IMF ss, A L D
/O.B /732 Pg 689,2 thence along a tie//ne N 8I'20'19" \\ D.B. 3224 P6 SI5 \ / #73- , _lO8 T ?S1
It:a distance of 8154 feet to a set rod said rod being >, \ ZONING RURAL AREAS / I PRE `"?.S.....`'b'
the northwest carver of a 60,-60'Loose Area and being '6 \ 97J TAYZOP CAP ROAD O®R I FOUND SURVEYS
the PLACE OF BEC/NN/NC,- thence S 0T 21'21"E• a ,o 3�.'��• \ \ l 60w60' I /L/NE `` N
distance of 6000 feet to a set rod thence S 82'38'19" �. . , \ ) / LEASE AREA •• \ P C
IS,'a distance of 6000 feet to a set rod- thence N 07' to �,\ \ 60:Y60' i \7,-D
21'21"W, a distance of 6000 feet too set rod- thence '04r ) LEASE AREA / gam sr) �._<: •�� OAK OAA' \
N 82'38•59"E, a distance of 60.00 feet to set rod, said - / SEE DETAIL i / - 1 O L d 6 \\
fir --/ /70 \ 10400 CHESTER ROAD
rod being the PLACE OF BEGINNING'and containing J,600 �4>> _' a' / / 'O i
s f of land more or less 471 •Y1'Q� j / - I-_ ® CHESTER, VA 23831
�o /\ N\ PARLLZ /D.• 0740?-Lit-LYl-DA5'UD �� l \ b" 11" 26" PHONE 804-748-8707
ACCESS & UTILITY EASEMENT // \\�/ o'aND�;z�z 6 FARM� ?� /l \� s DRAWN BY RLL
20'Access el Utility Easement \ \ ZONING RURAL AREAS \ / \ \ A,� APPROVED BY RLL
Situated on o//that piece or parcel of land owned by / ) y ` \ / \ \ 11°\ REVISIONS
James M Bowling„ /v, being Parcel/0 k / `\ \ sT / \ q IZ"
07J00-00-0�04B00, and further o,escrbed m Deed Book y I i PARCLcL ID.• 07400-02-02-00549 \N. N.
�o`n/ 61 \`"C"1SS � Y NO DATE DESCRIPTION BY
3224 at Page575 in the Clan*of the Circuit Court Office, Q
Albemarle inty, Nrginio. RAbY O MOUNTAIN FARM LLC `\ N N / NOOOL7JNMWY \ �-
h O.B. 42145 PG J6S' \ 04A'
Commencing at a set rod situated at the southwest comer O I O.B. 3274 PO 249('PLAT) `\ l \ AD
I LOT AZO N. N / s 6� TREES
of the fore described 60:Y6O'Lease Area thence along the R BARN ZCW/NC. RURAL AREAS ` PARA.2 V. 7400-00-OD-0 499 0'1K ` Y\
west line of o 20'Access B ULHit Easement S 07'Zl' I PARCH AZ 074A1-RrQ7-923N9 ) J /2" 0 \
}' TAYL04 GAP ROAD STD 02467N S.R / RACC�LO MOUNTAIN FARM LLC NKJI'04Y� ` \
21"E a distance of MOO feet to a point some point I 92275 AG 89 / D.B. 4214, PC J69 \ -
being the beginning of the centerline of a 20'Access B 2 ,IT' '
I 1OK4>a ,!<,IkLAS / O.B J27B, PC 249(PRAT) J
Utility Easement,62, thence along the centerline of said PAkS?Z k?07/Q1-09-42-049MI / LOT AZO l -- IpAf'® h}�Jf'I Y
easement N 8T 38'39"E, a distance of J257 feet too I PA4•CEZ,�07407-Lt7-LG�QkR.O LINE TABLE /
ROUT CAkYQS' / ZONING RURAL AREAS
A A9KYo 0 OF.1.0YM LINE LENGTH BEAR/TUG pA,1' I I
point thence S 27'09'23"E, a distance of 5989 feet to I AR TABS fU 24.9 / TAMP?CAP ROAD -��
QB76xPG7I4
a point, thence along a curie to the/eft having a rodius --_ IOW7YG kGDPAC AREAS ZQ1NY4., P,B ARMS / LT 6R 00" 5 072121"E 92275 AG /C3/i- 'B� �\ �1"'Orr l
of 6500 feet and an arc length of 2.907 hit too point, ------- / RAi�fZ/O. _02-07-072C0 L2 moo' S 8238:79'if ,�, 72"PICKQ�Y �`� C2/
thence S 52'46'50'E; a distance of 4!J4 feet to a ----- oyiEN 44AN/1V 8 07 AT4,gY O LJ 6Q 09' N 072121"If C„47F l .16" NT/
point thence along a curve to the right having o radius R4RCZ 42 07407-07-Q7-OR£40 - • 4✓
08 T775,'FC 655 _ C4_ _ 6Q02' N 87;�8:79'E I �a�----OAK/
of J907 feet and an arc length of 17147 feet to a point MA,4X7/,S,'fUTA47R FrIQ�"I r�/S'IEL; I0 ,9GSpAL C5 J25J' N 820:8;79'E I I x �x i/
thence N 69 Ol"OB'I4 a distance of 8194 feet too O.B lJ1d PC 7IB - \
Dint, thence o% a curve to the left havinga radius of 2TM64E h'L PAL MfAS L6 69.89' 577092J'E
P 9L7 41 34' S 514650"E \ 6"ASH AO x�x`I5%OA<x
J900 feet and on arc length of 9681 feet to a pant \ SITE NURMER.
thence S JI'14'29"E, o distance of 55I04 feet to a LB 8194' N 69771'LB'IT
point, thence along a curve to the right having a radius \ / / L9 •SIDE' S J17429'E \ /�
of 3900 feet and on arc length of 5409 feet to a point, / L10 220.09' S BOSOYB'19 \ \\ V'i•05A
thence feel
a curve to the right having a radius of
V
/ / L11 409J' S 4729'35'W \ \
707.00 feet and an arc length of 11384 feet to a Paint, 3 / L11 15780' N 472057'W \
thence S 60'50'18"W, a distance of 22009 foot to a •
point, thence along o curve to the left having a rodius of Q r / L1J J/67' SB959f2WSITE ADDRESS200.00 feet ond on arc length of 116..40 feet too point, I\ N 3490517.18 / CUR5f-TABLE C/L OF 20' ACROSS FROM 1026
thence S 4T29'JS'W, o distance of 4Q9J feet too O 1` E 11446356..08.r /RI- LENGTH RAD'US AYDPD BEARYNC AYO4D DELTApoint, thence N 47'20'57'1Y, a distance of 15160 feet O,4/ / EASEMENT TAYLO RS GAP ROAD
to a point thence along a curve to the left having a 2 N/�PE�FN�L / / CI 79.07 65.00 S J9SBZK"E 1Et8J 2S:T7YB' (27,916 SFJ WYTHEVILLE,VA
radius of 20000 feet and on arc len th of 14890 feet to 17.55' FOL•W0+ C2 11147 19.00 N29?A507'E 7722 t6JX5%1' N.,)61111
a point thence S 89'59'42"1'a distance of 3167 feet 11 ----_-=- \ \\ / / CY 9£81 J900 S J952Y1'W 718YJ /417,IN" F/EZD ��
to a point said point being situated on the east the of LI'7 - _C7''� -1`` / C4 54.09 J9D0 N 0929.71"E 49.85 7978YI7" / /
To}4aa Gap Rood and being the end of the centerline of a `� ��__ •I �\ +r\ C5 11.TB4 20000 N 64'J1'ar5'E /J231 .I7.$!T' // r / SEAL-
20'Access et Utility Easement containing 27,916 s f of c "f 3 , ;� + /J'pQA�L - / /
land more or less (,, h _��' N. A9 >16.40 ZGF2010 S 64t7957'W 114.76 „[T7piCT'
OZe�2 r RS48' \-'tN. �04/4£ 07 /4897 20000 N68fOIB'W 145.4E 4ra77J' _---"/Cs .// Z,TH OF
PROJECT INFORMATION Oy ° s r\�+ �_ �}`�]`\ ____--- i�
SITE NAME. 2 / \1\ \`� �\ki-+ ——_ L—- -- — n // 'Z
SITE NUMBER: CV405A h P[YE+N..*\\N, • \\ + 12"MAPLE //�/,/
SITE ADDRESS TAYLORS GAP ROAD I h � \ \\.� 24'MAPLE — � ��-—_-———— UG/� G -'yJl >'
CHARLOTTESVILLE, VA 22903 0 \\•\\�+„ �/-,/___——— RONALD L. LAN G
OWNERS NAME. RAGGED MOUNTAIN FARM, LLC 2 \ \��\ - --+ /
\ + \\�\`'' / /' Lic. No. 003004
464 RAGGED MOUNTAIN RD ` �+ �
8-18-13
CHARLOTTESYILLE, VA 22903 I +\\` `\\ + / r/ / NEE/NIfNTORY 4
NUMBER SYZE TTF CROWD EZEY. CANORY EZEV NE70YT COMMENT L 'Nt(O
+.',N '\\ / / 18' NIL%'34Y 888Jt 969.2t BQ9f AEI-ENEMY TREE $'�JR�""TOWER CENTROIR I \ \\\ \ /�1 / 2 >S' N/CX'OPY BdIQt A9&dt 85B:t
LATITUDE. N 38'O0'31 252" LONGITUDE: W 78'37'27 018" yI \ \ �, _
GROUND ELEVATION: 8136 0t ^I \ +\\\ / x-r`x\ 4 8' POPLAR BB4. 26.Oi
PARAPET ELEVATION. N/A I \ + , /� 5 12' HICKORY BB6:9t 6205E
BASIS OF ELEVATIONS GPS OBSERVATIONS RECORDED ON 6-15-2013 I \ +�\ 7 to" HICKORY 69,Jt � DATE. 6-18-13
SUB-METER ACCURACY TO NEAREST FOOT I \ `\ 8 15' f/ICKO4Y 89486 67.0f SHEET TITLE.
9 8' MAPLE 891.61 4102 SURVEY PLAT
BASIS OF BEARINGS. GPS OBSERVATIONS RECORDED ON 6-15-2013 I f0 20" OAK 892,It
SUB-METER ACCURACY TO NEAREST FOOT I ` /1 .30' OAK 8,80,It 97.02.
850.1 SHEET NUMBER
I \ 12 15' /7M 877.7.1 2805E
LAME AND LONGITUDE SHOWN HEREON ARE BASED ON NAD8.3 I \ 1.1 /8" ELM 878J1. 870t S P-1
AND ELEVATIONS NAND 1988. i 14 JO" OAK 874Zt 99.05E �7
A BOUNDARY SURVEY WAS NOT PERFORMED FOR THE PREPARATION SCALE. 1'-eo' (Irxrr PLOT) 15 24" OAK 88127f 890f
OF THIS PLAT,PROPERTY UNES AS SHOWN WERE COUPLED FROM 16' J6" OAK BLi2.5t 89.Of
SCALE 1'=40' (24'X38"PLOT)
TAX MA'S,DEEDS&PUTS OF RECORD HADER SURVEYS, I NOTE- Pats NUMBER 1, 2 &J HELD 127Pff7ED BY NALDER SURNr15i P.A
NAILS NO WARRANTY EITHER EXPRESSED OR IMPLIED ASSTO TO THE 0 20 40 80 TREES NUMBER 4-16 NE7OYTS PIPONDEO BY CLIENT
ACCURACY OF THE BOUNDARIES AS SHOWN ON THIS NAP
LEGEND
PARCEL ID 07400-00-00-005B8 PORTOFINO
NEW FENCE • -- LC D B 4197, PG 548 ZONING: RURAL
EXIST.FENCE
X -X X— \ AREAS
SETBACK \ /
EASEMENT I `\ _
/--- --,
PROPERTY UNE — — / / N\
/ / / PROPPOSED SETBACK (1 TOW1R= 99 3') \
EXIST.CONTOUR / I PROPOSED 99 3' I
NEW CONTOUR // // PROPPOSED 50' RADIUS MONOPOLE
TYP. AROUND PROPOSED POLE
cq / // PROPOSED AT&T DRIP LINE TREE#1
Ti? ROAD
— �/ / 30'X30' LEASE AREA REFERENCE TREE
o/' PARCEL ID: 07400-00-00-005D9 / EXISTING PROPERTY
PORTOFINO LC / LINE (TYP.)
.,/ L D 8 3363, PG 286 /
ZONING RURAL AREAS / /
NOTE: / /
\ / / •
ALL EXCAVATION WORK AND ALL CONSTRUCTION ACTIVITIES ON THIS / / \
PROJECT ARE TO BE ACCOMPLISHED WITHOUT USING ANY BLASTING OR / •
EXPLOSIVE METHODS 1 /
/ PARCEL ID: 07300-00-00-04800 /
/ JAMES M. BOWLING, IV / 1 •
D B 3228, PG 535 II `
ZONING: RURAL
GAP ROAD— \ /// k I •
i 50' RADIUS AROUND / \ /• I
PROPOSED POLE PROPOSED AT&T •
11'-5"X28' Mk
/ EQUIPMENT SHELTER • EXISTING ROCK
\
'�1 T� 'ROPOSED AT&T / / \
o ✓ FS ' �3 99.3' STEEL POLE/ •
n �kyN PAINTED JAVA BROWN PROPOSED 20' •
i � est2,¢s // / UTILITY EASEMENT •
E. /Y44vc: ——— —— PROPOSED AT&T •
o PARCEL ID. 07300-00-00-04700 ' '' pq?, � TOWER SETBACK • •
DEIBERT,JOSHUA A&JENNIFER S 10V3 I (1 TO 1 = 993') O\
cm D 1407 U PG 619 , ►i0y4_ I PROPOSED 12'
ZONING RURAL AREAS i`• WIDE GRAVEL ROAD
o �� "ROPOSED AT&T
Ni 1007 TAYLOR GAP ROAD �� . I N I
POLE // WOODED- 60'x60' LEASE AREA \ • \ /
T \V
------- ____
a 1 a ISTING 13' FIELD ��►��� XISIING �� PARCEL ID: 07400 00 00 OO6U0 \ /ROCKoGRAVEL DRIVE FENCE Op
o G WIRE \ ENLARGED SITE PLAN
aIST1NG FENCE BLANDEMAR FARM INC
D B 1732, PG 689
a I Pow*--Ni \ ZONING: RURAL AREAS SCALE.1"=400'
PARCEL ID. 07400-00-00-00569
E o I ! \ RAGGED MOUNTAIN FARM LC
�I \ �• D B 4214, PG. 369 D.B. 3278, PG. 249
E (PLAT) LOT A20
I \ ZONING: RURAL AREAS
1- I EXISTING TAYLOR GAP ROAD 92 275 AC. \,POLE BARN
'1 o I /\
PARCEL ID: 07400 00 00 OOSHO
N STROUPE, KENNETH S JR
D B 3584, PG 509
PARCEL ID. 07400-00-00-008K0 PARCEL ID 07400-00-00-008J0 ZONING. RURAL AREAS/
I RAMOS, CARLOS WOOD, ARNOLD D OR JUDY M
/
D.B. 2286, PG. 249 D.B. 785, PG. 744 I /
11- ZONING: RURAL AREAS ZONING. RURAL AREAS
I
} --—--_____- i/ PARCEL ID: 08800-00-00-002G0
COHEN, MARTIN B OR KAREN D
PARCEL ID 07400-00-00-008A0 �— - D B 2336, PG 655
SCALE IN FEET el
MARCUSx. D.B 4�1 8 Pc SE. USTEE II ZONING RURAL AREAS LTH
n _= ZONING: RURAL AREAS I / Op p.e
N SITE PLAN I / �� �
0 200 400 800 1200 TRUE NORTH SCALE 1"=400' p �— "Cf'r^ f�
o 0
CHRISTOPHER D.';''
0 3 MORIN BC ARCHfTECTS ENGINEERS
d jr3 SITE NUMBER: CV4O5A 2 FALLS CHURCH, VA
(I C 5661 COLUNBIA PIKE,SUITE 200 ■ veloc i tel at&t 1 `� No. 032984 A.
FALLS CHURCH,VA 22041-2868 0 08-30-13 FINAL ZONING DRAWINGS GMW CDM ,• �� w .ITE PLAN & ENLARGED SITE PLAN
ro TEL(703)671-6000 1000 BLOCK OF TAYLOR'S GAP RD C� 8'3O•)3
I architects FM:(703)671-6300 complete wireless solutions UBEIBY PLAZA 1 A 08-05-13 PRELIMINARY ZONING DRAWINGS GMW CDM Cm• V�1 �\
CHARLOTTESVILLE, VA 22902 4801 000 R0,SUITE 300 1
N NO DATE REVISIONS BISMVSHK APP'D ONAL �� �� l� DRAWING NUMBER REV
GIEN ALIEN,VA 23060
010 engineers SCALE AS SHOWN DESIGNED C MORIN DRAWN GMW ''' " ." A-0 0
0 -
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LEGEND .�. _, }`f..., ,. ;- ` {., ; t�t� Ali I;'� N.:,,�' :t, , ,. , �� _
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TREE INVENTORY
NUMBER SIZE TYPE GROUND ELEV. CANOPY ELEV. HEIGHT COMMENT MONOPOLE & EQUIPMENT 5. PROPOSED UGHT FIXTURE SHALL BE TOWER BASE:
TREE PROTECTION SHIELDED IN ACCORDANCE WITH
1 18" HICKORY 888.3f _ 969.2f 80 9f REFERENCE TREE NOTES: ALBEMARLE COUNTY REQUIREMENTS LATITUDE 38 0' 31 252"
FENCE TYPE EST QUANTITY 2 15" HICKORY 883.0± 968.8± 85 8± TO BE REMOVED AND OPERATED BY MOTION SENSOR LONGITUDE 78" 37' 27 018'
PERMANENT 105f' 3 18" ASH 883.0± _ 962.5± 79.5± TO BE REMOVED 1 PROPOSED TOP OF TOWER ELEVATION ALL PROPOSED LIGHTING IS FOR (PER NORTH AMERICAN DATUM OF 1983)
4 8" POPLAR 884.7± _ 26 0± TO BE REMOVED = 985.3'AMSL TEMPORARY MAINTENANCE AND
5 12" HICKORY 886 9± _ 62.0± TO REMAIN 2 MONOPOLE DIAMETER NOT TO SECURITY USE ONLY ELEVATION- 886 0'±AMSL
6 24" OAK 892.2± 82.0± TO REMAIN EXCEED 30"AT THE BASE AND 18" 6 ALL VERTICAL COAXIAL CABLES WILL (PER NORTH AMERICAN VERTICAL DATUM
7 10" HICKORY 891.3± 55.0± TO REMAIN AT THE TOP BE RUN INSIDE OF THE MONOPOLE. OF 1988)
TREE NOTES: FINISH NOTE: 8 15" HICKORY 8948± , 670± TO REMAIN 3. MONOPOLE, GROUND EQUIPMENT, ICE 7. PROPOSED ANTENNAS ARE LESS
MONOPOLE, GROUND EQUIPMENT, 9 8" MAPLE 891 6± 43.0± TO REMAIN BRIDGE, CABLES AND ANTENNAS THAN 1,152 SQUARE INCHES IN FINISH NOTE:
0
1 EXISTING SPECIMEN TREES TO ICE BRIDGE, CABLES AND 10 20' OAK 890 3± , 900± TO REMAIN BROSWN. SELECTIONE PAINTED090 BEVA AREA. MONOPOLE, GROUND EQUIPMENT,
REMAIN SHALL RECEIVE TREE ANTENNAS SHALL BE PANTED 11 30" OAK 880.3± , 85.0± TO REMAIN APPROVED BY ALBEMARLE COUNTY. ICE BRIDGE, CABLES AND
PROTECTION BARRIERS AS INDICATED SW46090 JAVA BROWN FINAL 12 15" GUM 877 7± , 28.0± TO REMAIN ANTENNAS SHALL BE PAINTED
THROUGHOUT CONSTRUCTION - SEE SELECTION TO BE APPROVED BY 13 18" ELM 878.3± - 87 0± TO REMAIN 4 NGHTNING ROD WILL NOT EXCEED 1" SW#609O JAVA BROWN. FINAL
ARBORISTS CONSERVATION PLAN ALBEMARLE COUNTY 14 30" OAK 874 2t 96 Ot TO REMAIN IN DIAMETER AND WILL NOT EXTEND SELECTION TO BE APPROVED BY
15 24" OAK 880.7t 89 0± TO REMAIN MORE THAN 2'ABOVE THE TOP OF ALBEMARLE COUNTY
2. THE HEIGHT OF THE REFERENCE 16 36' OAK 882.5± 89 0± TO REMAIN THE MONOPOLE.
TREE WITHIN 25' RADIUS OF THE
PROPOSED METAL POLE IS 80.9'
PROPOSED 2'
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TREE INVENTORY
NUMBER SIZE TYPE GROUND ELEV CANOPY ELEV HEIGHT COMMENT
1 18" _HICKORY 888.3± 969 2t 80.9± REFERENCE TREE
5 12" HICKORY 886 9± 62.0± TO REMAIN
6 24" OAK 892.2± 82.0± TO REMAIN
7 10" _HICKORY 891.3± 55.0± TO REMAIN
9 8° MAPLE 891.6± 43 0± TO REMAIN
10 20" OAK 890.3± 90 0± TO REMAIN
11 30" OAK 880 3t 85.0± TO REMAIN
12 15" GUM 877.7± 28 0± TO REMAIN
13 18" ELM 878 3± 87.0± TO REMAIN
REFERENCE TREE #1 15 24' OAK 880 7± 89.0± TO REMAIN
80 9' HICKORY
-L- TOP OF TOWER
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CHARLOTTESVILLE, VA 22902 �� 4801 CO RD,SLOE 300 I 1`
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LIBEAII'PLAZA 1 A 08-05-13 PRELIMINARY ZONING DRAWINGS GMW CDM C VS1 ry1 DRAWING NUMBER REV
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0 SITE NUMBER: CV405A `� 2 .Q FALLS CHURCH, VA
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GENERAL LAND CONSERVATION NOTES SOURCE CONTROL NARRATIVE. EROSION AND SEDIMENT CONTROL NARRATIVE:
1. NO DISTURBED AREA WILL BE DENUDED FOR MORE THAN 7 CALENDAR DAYS UNLESS IT IS VEGETATIVE BUFFERS: PROJECT DESCRIPTION:
AN ACTIVE WORK AREA OR OTHERWISE AUTHORIZED BY THE DIRECTOR OR HIS AGENT A VEGETATIVE BUFFER WILL BE PRESERVED AROUND PARTS OF THE PERIMEILIl OF THE SITE
THROUGHOUT THE WORK. THE PURPOSE OF THIS PROJECT IS THE CONSTRUCTION OF A MONOPOLE FOR THE PURPOSE
2 ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS OF INSTALLING ANTENNAS AN EQUIPMENT SHELTER ALONG WITH ASSOCIATED UTILITIES WILL
THE FIRST STEP IN GRADING. FLOW DISPERSION: BE LOCATED AT THE BASE OF THE TOWER ON A SLAB. THE LEASE AREA OF THE TOWER IS
STORM WATER SHEET FLOWS ACROSS THE SITE FROM NORTHEAST TO SOUTHWEST 1,200 S.F (0 02 ACRES)
3. ALL STORM AND SANITARY UNES NOT IN STREETS SHALL BE MULCHED AND SEEDED
WITHIN 7 DAYS AFTER BACKFILL NO MORE THAN 500 FEET SHALL BE OPEN AT ANY ONE SITE SENSITMTY: ESC MEASURES-STRUCTURAL PRACTICES
TIME. ALL THE SILT FENCES SHOULD PREVENT SILT FROM ENTERING THE DOWN GRADIENT WATER
BODIES AND STORM SEWER SISILMS STRUCTURAL MEASURES TO BE USED ON THE SITE INCLUDE SILT FENCE, SUPER SILT FENCE,
4 ELECTRIC POWER, TELEPHONE, CABLE TV AND GAS SUPPLY TRENCHES SHALL BE AND CONSTRUCTION ENTRANCE. ALL MEASURES SELECTED ARE STANDARD ESC ITEMS FOR
COMPACTED, SEEDED AND MULCHED WITHIN FIVE DAYS AFTER BACKFILL MAINTENANCE: THIS APPUCAIION ANY DISTURBED AREA DENUDED FOR SEVEN DAYS THAT IS NOT IN ACTIVE
WORK AREA SHALL BE TEMPORARILY SEEDED
5.ALL TEMPORARY EARTH BERMS, DIVERSIONS AND SILT DAMS SHALL BE MULCHED AND IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND
SEEDED WITH TEMPORARY VEGETATIVE COVER IMMEDIATELY AFTER GRADING. STRAW OR HAY AFTER EACH SIGNIFICANT RAINFALL THE FOLLOWING ITEMS WILL BE CHECKED, IN VEGETATION PRACTICES:
MULCH IS REQUIRED THE SAME APPUES TO ALL SOIL STOCKPILES. PARTICULAR:
VEGETATION PRACTICES INCLUDE TEMPORARY AND PERMANENT SEEDING OF ALL GRASS AREAS.
6. DURING CONSTRUCTION, ALL STORM SEWER INLETS SHALL BE PROTECTED BY INLET 1.THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR
PROTECTION, MAINTAINED AND MODIFIED DURING CONSTRUCTION AS REQUIRED DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF
SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER.
7 ANY DISTURBED AREA NOT PAVED, SODDED OR BUILT UPON BY NOVEMBER 1ST OR MANAGEMENT STRATEGIES:
DISTURBED AFTER THAT DATE, SHALL BE MULCHED IMMEDIATELY WITH HAY OR STRAW AT 2.THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS
THE RATE OF TWO TONS PER ACRE AND OVER-SEEDED BY APRIL 15TH. MAITAINED. AREAS SHOULD BE FERTILIZED AND RE-SEEDED AS NEEDED. 1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END
AS QUICKLY AS POSSIBLE.
8 AT THE COMPLETION OF ANY PROJECT CONSTRUCTION AND PRIOR TO BOND RELEASE, ALL 3 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ESC CONTROLS DURING CONSTRUCTION.
TEMPORARY SEDIMENT CONTROLS SHALL BE REMOVED AND ALL DENUDED AREAS SHALL BE 2. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING
STABIUZED COUNTY INSPECTOR TO APPROVE REMOVAL OF ALL TEMPORARY SILTATION 4 INSPECTION TO BE CONDUCTED SHALL BE PER ALBEMARLE COUNTY STANDARDS AND
MEASURES REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS 3. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS,
ETC
5. SILT FENCE SHALL BE CHECKED AFTER EACH MAJOR STORM EVENT OR ONCE PER WEEK
NOTES. SEDIMENT SHALL BE REMOVED AFTER IT BECOMES 1/3 HEIGHT OF SILT FENCE. 4. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
MAINTENANCE OF ALL ASC PRACTICES.
1 GENERAL CONTRACTOR MAY RELOCATE OR REVISE EROSION AND SILTATION CONTROLS AS 5 AFTER ACHIEVING ADEQUATE STABILIZATION THE TEMPORARY ESC MEASURE WILL BE
DEEMED NECESSARY DURING CONSTRUCTION TO MAINTAIN PROPER SEDIMENT CONTROL. CLEANED UP AND REMOVED, ONLY AFTER APPROVAL OF THE COUNTY ESC INSPECTOR
2. ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES TO BE RELOCATED AS PERMANENT STABILIZATION.
NECESSARY TO ACCOMODATE THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS
RESPONSIBLE FOR CONTACTING LOCAL UTILITY COMPANIES PRIOR TO CONSTRUCTION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING
IMMEDIATELY FOLLOWING FINISHED GRADING SEEDING SHALL BE DONE WITH KENTUCKY 31
TALL FESCUE ACCORDING TO STD AND SPEC 3.32, PERMANENT SEEDING, OF THE
TABLE332-D HANDBOOK EROSION CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH
EROSION AND SEDIMENT CONTROL NARRATIVE ( CONSTRUCTION SEQUENCE ). SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES
1 INSTALL CONSTRUCTION ENTRANCE IF REQUIRED PROPERLY MULCH ( STAW OR FIBER ) WILL BE USEDON RELATIVELY FLAT AREAS. IN ALL
Total Lbs SEEDING OPERATIONS, SEED FERTUZER AND LIME WILL BE APPLIED PRIOR TO MULCHING
2 INSTALL SILT FENCES IN THEIR LOCATIONS AS SHOWN ON PLAN Per Acre
Minimum Care Laws -APPLY LIME AT TWO (2) TONS/AC OF OVERSIZED AGRICULTURAL GRADE LIMESTONE.
3 -APPLY FERTILIZER AT 1000 LBS/AC, 10-20-10 OR EQUIVALENT NUTRIENT( 23
3. CLEAR SITE. -Commercial or Residential 175-200lbz
1 4. CONSTRUCT TOWER & EQUIPMENT WITHIN FENCED COMPOUND. - Kentucky 31 or Turf-Type Tall Fescue 95-100% LBS./1-APPLY SEEDING AT 2000LBS/ACRE
.}1 S- Improved Perennial Ryegrass 0-5%
-
cr 5 PERMANENTLY STABILIZE DISTURBED AREAS PER VIRGINIA EROSION AND SEDIMENT CONTROL Kentucky Bluegrass 0 5% STORMWATER MANAGEMENT.
c STANDARD AND SPEC 3 32 High-Maintenance lawn 200-250 lbs.
o THERE ARE NO PROPOSED STORMWATER MANAGEMENT STRUCTURES
6. REMOVE E&S CONTROLS WITH THE SITE INSPECTORS PERMISSION. FSAFD - Kentucky 31 or Turf-Type Tall Fescue 100%
J
CC
General Slope(3:1 or less)
m - Kentucky 31 Fescue 128 lbs.
ro - Red Top Grass 2 lbs.
- Seasonal Nurse Crop• _ ll&
o
lbs. -
-CI
Low-Maintenance Slope(Steeper than 3:1) TABLE 331•B
t - Kentucky 31 Fescue 108 lbs. ACCEPTABLE TEMPORARY SEEDING PIANT MATERIALS
u
Grass 2
- Seasonal Milne Crop. 20 lbs.
CC 'OMR REFERENCE FOR ALL REGIONS
- Crownvetch•' 2016s. Rate
43
150 lbs. JOaatinatatCs Snrcio llbslaers)
N) •Use seasonal nurse cropin accordance with seedingdates as stated below:
o February 16th thrugh April Annual Rye Seer 1•Feb.I3 Annual Ryegrms
CNI
May 1st through August 15th .... .... ........... Foxtail Millet Ilnlium mulo•ftor m1
I August 16th through October Annual Rye & co-Mu
Cereal(Winter)Rye
w November through February 15th Winter Rye (Secate eerealc)
cr
C
o •• Substitute Sericea lcspedeza for Crownvetch east of Farmville.Va.(May Feb.ls-Apr.30 Annual R
e through September use hulled Sericea,all other periods,use unhulled Sericea). yrgtass 60.100
a
If Flatpea is used in lieu of Crownvetch,increase rate to 30lbs./acre.All legume (1,lion mule.Hvum)
✓ seed must be properly inoculated.Weeping Lovegrass maybe added to any slope
or low-maintenance mix during warmer seeding periods;add 10-20 lbs./acre in May I-Aug 31 German Millet •
mixes. (Setana italic')
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MORIN BC ARCHITECTS ENGINEERS
z SITE NUMBER: CV405A `� 2 FALLS CHURCH, VA
■ velocitel at&t No. 032984
5661 COLINBIA PIKE,SUITE 200
4 FALLS CHURCH,VA 22SUITE \ 0 08-30-13 FINAL ZONING DRAWINGS cMw cDM .• ...i� 1 Caa • ION & SEDIMENT CONTROL NOTES
TEL(703)671-6000 `� •� 8.3 0.1 3 •C�'
FAR,(703)671-6300 complete m I e t e Wireless r e I e s s solutions I U t l 0 n S 1000 BLOCK OF TAYLOR'S GAP RD �� LIBERTY PLAZA 1 A 08-05-13 PRELIMINARY ZONING DRAWINGS GMW COM Ca• SS r^�
co a r c h i t e c i s P CHARLOTTESVILLE, VA 22902 4801 coo RD,SUITE 300 IpNAL E� E C
i DRAWING NUMBER REV
SCALE' DATE DS SHOWN DESIGNED REVISIONS
C. MORIN DRAWN � HK APP'D , „a,,,, E&S-5 0
1 GLEN ALIEN,VA 23060 NO s
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