HomeMy WebLinkAboutSDP200800014 Staff Report 2008-03-26a
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ALBEMARLE COUNTY PLANNING
STAFF REPORT SUMMARY
Project Name: SDP 08- 014:Gentry Property Staff: Gerald Gatobu Senior Planner, Brent
Verizon) Tier II PWSF Nelson (ARB)
Planning Commission Public Hearing:Board of Supervisors Hearing:
March 26, 2008 N/A
Owners: Dallas and Emma Gentry Applicant: Celico Partnership D /B /A Verizon
Wireless
Acreage: 9.956 Acres Rezone from: Not applicable
Lease Area: 3,600 square feet)Special Use Permit for: Not applicable
TMP: Tax Map 121, Parcel 89 By -right use: RA, Rural Area, and (EC)
Location: 1842 Coles Rolling Rd.: 490'
Entrance Corridor
northeast of Scottsville Rd. (Route 20 South),
on the north side of Coles Rolling Rd. (Route
712).
Magisterial District: Scottsville Proffers /Conditions: No
Requested # of Dwelling Units /Lots: N/A DA - RA -X
Proposal: To install a Tier II personal Comp. Plan Designation: Rural Area in
wireless service treetop facility; the Rural Area 4
proposed facility consists of a 102.75
foot tall monopole
Character of Property: Residential farmland Use of Surrounding Properties: Single -
parcel with significant mature tree canopy.family Residential
Factors Favorable:Factors Unfavorable:
Monopole will be (seven) 7' feet above The application plan proposes the
the reference tree which mitigates the removal of 5 existing trees: two 8"
visual impacts of the tower.Persimmons, one 8" Oak, one 10"
Oak and one 12" Maple to allow for
the monopole and equipment shelter.
RECOMMENDATION Staff recommends approval of this personal wireless service facility.
Based on findings presented in the staff report, staff recommends approval at 7 feet above
the reference tree.
STAFF CONTACT:
PLANNING COMMISSION:
AGENDA TITLE:
Gerald Gatobu, Brent Nelson
March 26, 2008
SDP 08 -0014: Gentry Property (Verizon) Tier I1 PWSF
PROPERTY OWNER: Dallas and Emma Gentry
APPLICANT Cellco Partnership D /B /A Verizon Wireless
PROPOSAL:
This is a proposal to install a Tier II personal wireless service treetop facility (Atta 1wiciit i\).
The proposed facility consists of a 102.75 -foot tall steel monopole, painted with Sherwin
Williams Java Brown, which is a matte enamel color that has been previously approved as an
appropriate color for Tier II facilities at other sites in Albemarle County. The top elevation of the
monopole is 102.75 feet, measured above mean sea level (AMSL). The proposed monopole will
be 7 feet higher than the identified reference tree. The monopole will be equipped with three (3)
flush- mounted antennas, a two (2) foot long lightning rod, and coaxial cables that will be run
within the monopole's interior. Supporting ground equipment will be contained within a
prefabricated equipment shelter measuring 12'x 30'x 10.92 (W x L x H) at the base of the tower.
The lease area for the proposed facility is located on property described as Tax Map 121, Parcel
89, which is approximately 9.956 acres and is zoned RA, Rural Area (. \tutCIiiiicrIt 11). The site is
located on 1842 Coles Rolling Rd. 490' northeast of Scottsville Rd. (Route 20 South), on the
north side of Coles Rolling Rd. (Route 712). This application has been submitted in accordance
with Section 10.2.1(22) of the Zoning Ordinance, which allows for Tier II wireless facilities by
right in the Rural Areas.
COMPREHENSIVE PLAN:
The Comprehensive Plan designates this property as Rural Area in Rural Area 4.
CHARACTER OF THE AREA:
The proposed site is on a 9.956 acre lot with a single family dwelling located approximately 490'
northeast of the intersection of State Route 20 South and Coles Rolling Road. The lease area is
heavily wooded with access provided at the north side of Coles Rolling Road (State Route 712)
by way of an existing driveway leading into the proposed 20' wide access /utility easement. The
intersection of State Route 20 South, State Route 712 and State Route 715 contains several
commercial and residential structures. The Green Mountain Country Store sits in the north corner
of the intersection, between the EC and the proposed site area.
PLANNING AND ZONING HISTORY:
SP 1998 -30: Proposal to construct a personal wireless telecommunication facility on approx 9.5
ac zoned RA and EC in accord with Section 10 2.2(6) of the Zoning Ordinance. Tax Map 121,
Parcel 89 is located on the east side of Rt. 20 at its intersection with Rt. 712 in the Scottsville
Magisterial District. This application was withdrawn/ indefinitely deferred August 19, 1998
2
STAFF COMMENT:
Section 3.1 provides the following definitions that are relevant to this proposal:
Tier II personal wireless service, facility: A personal wireless service facility that is a treetop
facility not located within an avoidance area.
Treetop facility: A personal wireless service facility consisting of a self - supporting monopole
having a single shaft of wood, metal or concrete no more than ten (10) feet taller than the crown
of the tallest tree within twenty -five (25) feet of the monopole, measured above sea level (ASL),
and includes associated antennas, mounting structures, an equipment cabinet and other essential
personal wireless service equipment.
Avoidance area: An area having significant resources where the siting of personal wireless
service facilities could result in adverse impacts as follows: (1) any ridge area where a personal
wireless service facility would be skylighted; (ii) a parcel within an agricultural and forestal
district; (iii) a parcel within a historic district; (iv) any location in which the proposed personal
wireless service facility and three (3) or more existing or approved personal wireless service
facilities would be within an area comprised of a circle centered anywhere on the ground having
a radius of two hundred (200) feet; or (v) any location within two hundred (200) feet of any state
scenic highway or by -way.
Section 5.1.40(d), "Tier 11 facilities" states:
Each Tier H /acility muv be established upon commission approval of an application satisfying
the requirements of subsection 5.1.40(a) and demonstrating that the facility tit be installed and
operated in compliance with all applicable provisions of this chapter, criteria (1) through (R)
below, and satisfying all conditions of the architectural review board. The commission shall act
on each application vt the tine periods established in section 32.4?.6. The commission
shall approve each application, vt'rthout conditions, once it determines that all of these
requirements have been satisfied. If the commission denies an application, it shall identify tirltich
requirements were not satisfied and inform the applicant what needs to be done to satisA each
rcquirenent. "
The applicant has submitted an application that satisfies the requirements set forth in Section
5.1.40(a) and has performed a balloon test at the location of the proposed facility (Adachfll =_nt
C').
Section 5.1.40(d)(1): The facility shall comply vt'ith subsection 5.1.40(b) and subsection
5.1.40(c)(2) through (9).
Staff has determined that the proposed facility's location complies with all of the exemptions of
Section 5.1.40(b) and the proposed equipment meets all relevant design, mounting and size
criteria that are set forth in Section 5.1.40(c)(2) and (3). The remainder of subsection (c)
provides requirements that are subject to enforcement if the facility is approved.
3
Section 5.1.40(d)(2): The site shall provide adequate opportunities for screening and the facility
shall be sited to minimize its visibility from adjacent parcels and streets, regardless of their
distance from the facility. If the, facility mould be visible from a state scenic river or a national
park or national forest, regardless of whether the site is adjacent thereto, the, facility also shall
be sited to minimize its visibility -oin such river, park or,forest. If the_facility would be located
on lands subject to a conservation easement or an open space easement, the shall be
sited to so that it is not visible fi - oni arty resources specifically identified for protection in the
deed ofeasenient.
The proposed facility includes a monopole that would have a height of approximately 667 feet
above mean sea level (AMSL). The height of the reference tree is 660 feet above mean sea level
AMSL) and its dripline is located within 25 of feet of the proposed monopole. A balloon test
was conducted on February 8, 2008. The balloon was visible for a distance of approximately
350' along the Route 20 South Entrance Corridor at the proposed elevation, 670 AMSL, 10'
above the top of the reference tree. As a comparison, the balloon was lowered so that it was only
7' above the reference tree, 667 AMSL. The balloon was visible for the same distance along the
EC. At both elevations the trees did not provide a backdrop for the balloon, so when it was
visible, it was sky -lit. There was a material difference in the visibility of the balloon when the
height was reduced from 7' to 10' above the canopy of the reference tree. At 7'feet above the
reference tree, the sky -lit appearance of the pole was less pronounced. The ground equipment is
not expected to be visible due to the dense vegetation and existing single family residence
located between the state road and the facility.
Based on the information above, it is staff s opinion that the proposed facility will be minimally
visible from adjacent parcels and streets.
Section 5.1.40(d)(3): The facility shall not adversely impact resources identified in the counn''s
open space plan.
Staff s analysis of this request addresses the concern for the possible loss of aesthetic or historic
resources. The proposed lease area is not delineated as a significant resource on the Open Space
Plan Map. However, the installation of this tower within the 3,600 square foot lease area will
require the removal of five trees. None of the trees to be removed significantly contribute to the
screening of the facility. An arborist report certifying that the proposed removal of 5 existing
trees, the proposed fill grades, and digging required to install the concrete piers and generator
pad will not be detrimental to the health of any trees designated to remain must be submitted
before the final site plan is approved. A tree conservation plan with measures proposed that
would limit impacts of this proposal on all existing trees designated to remain is also required per
the Architectural Review Board (ARB).Similarly, for the proposed access to the tower, an
erosion and sediment control plan will have to be submitted before final site plan approval is
granted.
The County's wireless service facilities policy encourages facilities with limited visibility,
facilities with adequate wooded backdrop, and facilities that do not adversely impact Avoidance
Areas (including Entrance Corridors and historic resources). The proposed pole is visible when
traveling on State Route 20, but at 7' (seven) feet above the reference tree, the sky -lit appearance
of the pole was significantly mitigated. Staff believes the visibility of the monopole does not
adversely impact open space plan resources and fully complies with the county's wireless service
facilities policy.
Section 5.1.40(d)(4): The facility shall not be located so that it and three (3) or more existing or
approved personal wireless service would be within an area comprised of a circle
centered anywhere on the ground having a radius of nvo hundred (?00) feet.
There is no other existing personal wireless service facility located within an area comprised of a
circle centered anywhere on the ground having a radius of two hundred (200) feet.
Section 5.1.40(d)(5): The maximum base diameter of the monopole shall be thirty (30) inches
and the maximum diameter at the top of 'thc monopole shall be eighteen (1 R) inches.
Notes on the construction plans for this facility propose a monopole that will have a maximum
base dimension of 30 inches and a maximum dimension of 18 inches at the top. These
dimensions comply with the maximum width requirements for treetop monopoles serving Tier II
facilities.
Section 5.1.40(d)(6): The top of the monopole, measured in elevation above mean sea level,
shall not exceed the height approved by the commission. The approved height shall not be more
than seven (7) feet taller than the tallest tree within ttirenty -five (35) feet of the monopole, and
shall include anv base,. foundation or grading that raises the pole above the pre- existing natural
ground elevation; provided that the height approved by the commission may be up to ten (10)
ft et taller than the tallest tree if the owner of the facility demonstrates to the satisfaction of the
commission that there is not a material difference in the visibility of the monopole at the
proposed height, rather than at a height seven (7) feet taller than the tallest tree; and there is not
a material difference in adverse impacts to resources identified in the county :s open space plan
caused by the monopole at the proposed height, rather than at a height seven (7) feet taller than
the tallest tree. The applicant may appeal the commissioner's denial ofa modification to the
board of supervisors as provided in subsection 5.1.40(d)(12).
As mentioned previously in this report, the proposed monopole would have a height of 102.75
feet approximately 667 feet above mean sea level (AMSL). The height of the reference tree is 95
feet tall or 660 feet above mean sea level (AMSL). The proposed monopole will be (7) feet taller
than the tallest tree within twenty -five (25) feet (measured at the dripline). The height approved
by the Planning Commission may be up to ten (10) feet taller than the tallest tree if the owner of
the facility demonstrates to the satisfaction of the commission that there is not a material
difference in the visibility of the monopole at the proposed 10 feet above the tallest tree. Based
on the balloon test mentioned above, staff determined that there would be a material
difference in the visibility of the monopole at a height of (10) feet, rather than at a height of
7 feet taller than the tallest tree.
Section 5.1.40(d)(7): Each hood monopole shall be a dark brown natural wood color; each
metal or concrete monopole shall be painted a brown wood color to blend into the surrounding
trees. The antennas, supporting brackets, and all other equipment attached to the monopole
shall be a color that closely matches that of the monopole. The ground equipment, the ground
equipment cabinet, and the concrete pad shall also be a color that closely matches that of the
monopole, provided that the ground equipment and the concrete pad need not be of 'strch a color
if they are enclosed within or behind an approved structure, fa(ade or fencing that: (i) is a color
that closely matches that of the monopole; (ii) is consistent with the character of the area; and
iii) makes the ground equipment and concrete pad invisible at arty time of year from any other
5
parcel or a public or private street.
The applicant is proposing the installation of a facility with a metal monopole. The proposed
color for the tower and screening fence is a brown paint that has been previously used and
approved in Albemarle County. A note on the construction plans identities the proposed brown
color of the antennae and ground equipment for this facility as Sherwin Williams Matte "Java
Brown" #6090.
Section 5.1.40(d)(8): Each wood monopole shall be constructed so that all cables, tiviring and
similar attachments that run verticallv,fr'om the ground equipment to the antennas are placed on
the pole to face the interior of the property and ativav from public view, as determined by the
agent. Metal monopoles shall be constructed so that vertical cables, wiring and similar
attachments are contained tivithin the monopoles structure.
Schematic drawings provided in the construction plan packet indicate that the vertical wires
extending from the ground equipment to the antennas shall be contained within the monopole
structure.
Section 704(a)(7)(b)(I)(II) of The Telecommunications Act of 1996
This application is subject to the Telecommunications Act of* 1996, which provides in part that
the regulation of'the placement, construction, and modification ofpersonal wireless service
facilities by any State or local government or instrumentality thercof'(I) shall not unreasonably
discriminate among providers offunctionally equivalent services; (II) shall not prohibit or have
the effect of prohibiting the provision of personal wireless services. 47 U.S.C.
The Telecommunications Act addresses concerns for environmental effects with the following
language, "No state or local government or instrumentality thereof may regulate the placement,
construction, and modification of personal wireless service facilities on the basis of the
environmental effects of radio frequency emissions to the extent that such facilities comply with
the Commissions' regulations concerning such emissions." In order to operate the proposed
facility, the applicant is required to meet the FCC guidelines for radio frequency emissions.
These requirements will adequately protect the public health and safety.
It is staff s opinion that the denial of this application would not have the effect of prohibiting the
provision of personal wireless communication services.
SUMMARY:
Staff has identified factors which are favorable and unfavorable to this proposal:
Factors favorable to this request include:
Monopole will be (seven) 7' feet above the reference tree which mitigates the visual
impacts of the tower.
Factors unfavorable to this request include:
The application plan proposes the removal of 5 existing trees: two 8" Persimmons, one 8"
Oak, one 10" Oak and one 12" Maple to allow for the monopole and equipment shelter.
RECOMMENDATION Staff recommends approval of this personal wireless service facility.
Based on findings presented in the staff report, staff recommends approval at 7 feet above the
reference tree.
In order to comply with Section 5.1.40(d) of the Zoning Ordinance, the Planning Commission is
required to provide the applicant with a statement regarding the basis for denial and all items that
will have to be addressed to satisfy each requirement.
ATTACHMENTS:
A. Site Plan
B. Vicinity Map
C. Balloon photos at proposed location
D. ARB approval
7
veriLon wireless
DIRECTIONS TO SITE:
FROM 1831 RADY COURT IN RICHMOND:
TAKE MAGNOLIA TO 1 -64 AND GO WEST TO EXIT 121, TOWARDS CHARLOSTTESWLLE /SCOTTSVILLE- TURN LEFT ONTO
VA -20. GO 12.1 MILES AND TURN LEFT ONTO COLES ROLLING ROAD. SITE IS LOCATED TO THE LEFT.
I LOCAL UTiLmES I
POWER COMPANY:
CENTRAL VIRGINIA ELECTRIC COOPERATIVE (CVEC):
CONTACT: CUSTOMER SERVICE
TELEPHONE: 1 -800- 367 -2832
TELEPHONE COMPANY:
EMBARO:
CONTACT:
TELEPHONE:
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CUSTOMER SERVICE
1 -800 -786 -6272
I APPROVAI - "1
KEENE
GENTRY PROPERTY
1 842 COLES ROLLING RD.
SCOTTSVILLE, VA 24590
PROJECT DESCRIPTION:
INSTALLATION OF 102.75' A.G.L. MONOPOLE,
COMPOUND AND OPERATION OF
ANTENNAS AND ASSOCIATED EQUIPMENT IN A
RAW -LAND LEASE AREA
2 WORKING DAYS
BEFORE YOU DIG
1 -800- 552 -7001
TOLL FREE
MISS UTILITY
A'.0;7Sf1^vX V_Pik'MR S.PHOXE 1,A GATE
CCL,SiRUGTtJR UANAGER:S:GtiA^JRE r-;OtE "'uU3ER Oa "E
oti3xEERKG,cGSe; J4E rC \E sUV6;n' -'
ti'A'ORf 0 ?$ 1 A.vaGER:SGti4iJRE HO \; KJU3 ".P, Oc ;r
REV.. NO.DESCRIPTION BY DATE REV. NO. DESCRIPTION BY DATE
REVISED TIER II PWSF SUBMITTAL SPP 03/03/080\ ISSUED SURVEY SHEET SPP 9/05/07
i \ PRELIMINARY ZONING DRAWINGS SPP
1 /0
10/15/07
TIER 11 PWSF SUBMITTAL SPP 1D/29/07
3 REVISED TIER It PWSF SUBMITTAL SPP 02/15/08
T
CONSULTING TEAM
ARCHITEQTURE AND ENGINEERING:
CLARK NEXSEN
5510 CHEROKEE AVENUE, SUITE -110
ALEXANDRIA, VA 22312
PROJECT MANAGER: STUART P. PATTERSON, PE
TELEPHONE: (703) 256 -3344
FAX NUMBER: (703) 256 -6622
SURVEY
CAUSEWAY CONSULTANTS, P.C.
1005 S. BATTLEFIELD BLVD. SUITE B
CHESAPEAKE, VA 23322
CONTACT: EDDIE T. WHITE, LS
TELEPHONE: (757) 482 -0474
FAX NUMBER: (757) 482 -9870
SOIL ENGINEER
NONE
STRUCTURAL ENGINEERING:
CLARK NEXSEN
6160 KEMPSVILLE CIR, SUITE -200A
NORFOLK, VA 23502
CONTACT: JAMES E. SPAOY, FE
TELEPHONE: (757) 455 -5800
FAX NUMBER: (757) 455 -5638
TECHNICAL ENGINEERING:
5ITE INFORMATIQN
GER
KEENE
2712 SOUTHERN BLVD.
1842 COLES ROLLING R0.
VA BEACH, VIRGINIA 23452
SCOTTSVILLE, VA 24590
CONTACT:CHAS CRAWLEY
TELEPHONE:757) 453 -3200
FAX NUMBER:757) 463 -3080
PROJECT SUMMARY
5ITE INFORMATIQN PROPERTY OWNER:
KEENE GENTRY, DALLAS OR EMMA
1842 COLES ROLLING R0.1842 COLES ROLLING RD.
SCOTTSVILLE, VA 24590 SCOTTSVILLE, VA 24590
APPLICANT INFORMATION•
C -IA
VERIZON WIRELESS C -16
1831 RADY COURT C -2
RICHMOND, VA 23222 VINCENT CRUTECONTACT:
TELEPHONE:804) 310 -5103
FAX NUMBER:804) 321 -0398
PROJECT ATA:
ZONING RA, EC
JURISDICTION ALBEMARLE COUNTY
MAGISTERIAL DISTRICT SCOTTSVILLE
PARCEL ID 12100000008900
SITE TYPE RAWLAND
TOWER TYPE MONOPOLE
TOWER HEIGHT 102.75' A.G.L.
LEASE AREA 3,600 SF
AREA OF LAND
DISTURBANCE 11,033 SO FT-
RAPHI R ENAT
LATITUDE:3T 51' 57.50' N
LONGITUDE:78' 33' 15.16" W
GROUND ELEV (AMSL):564.50'
ADA COMPLIANC
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.
SITE WILL NOT BE SERVED BY COUNTY SEWER OR WATER.
0
6160 KEMPSVILLE CIRCLE
NORFOLK, VIRGINLA 23502
757455.5800 FAX757455-5638
verizw wireless
1 .831 RADY COURT
RICHVOND. VA 23222
11H op
WART P. PAT ERSON
Lic. No. 41047 a
SRE NFU.:
KEENE
RAWLAND
SELF SUPPORT
1842 COLES ROLLING RD
SCOTTSMLLE, VA
24590
ALBEMARLE COUNTY
DESlW. Tn
DRAWN: JAW
AP,4E`H: SPP
TTY DATE Rni
SfM.
SHEET INDEX
SHEET DESCRIPTION
T -1 TITLE SHEET
T -2 LEGEND AND ABBREVIATIONS
C -1 SURVEY AND SITE PLAN
C -IA ENLARGED SITE SURVEY
C -16 AREA MAP
C -2 ENLARGED SITE PLAN
C -2A GRADING PLAN
C -26 GRADING PLAN
C - 2C EROSION & SEDIMENT CONTROL
CIVIL DETAILS
C -3 ELEVATION VIEW
C -4 DETAILS & SPECIFICATIONS
A -1 SHELTER ELEVATIONS
SHEET TOTAL:
12
0
6160 KEMPSVILLE CIRCLE
NORFOLK, VIRGINLA 23502
757455.5800 FAX757455-5638
verizw wireless
1 .831 RADY COURT
RICHVOND. VA 23222
11H op
WART P. PAT ERSON
Lic. No. 41047 a
SRE NFU.:
KEENE
RAWLAND
SELF SUPPORT
1842 COLES ROLLING RD
SCOTTSMLLE, VA
24590
ALBEMARLE COUNTY
DESlW. Tn
DRAWN: JAW
AP,4E`H: SPP
TTY DATE Rni
SfM.DBOWTION DAn
o ISSUED SuRvEy SHEET 9/05/07
RELAONARr ZONWG DWGS 10/15/07
t TIER II PWSr SUFIVaTAL 07
2 ER II PWSF SUBWOAL 10/29/07
YD TIER tI PWSr 3U8NITTAL 02/15/00
Qa EYD TIER u PA'S SUBVITTAL 03/03/06
SHEkr NWE:
TITLE SHEET
9iUT NO.:
T 1
Attachment A`
IP, 2P, & 3P SINGLE POLE, TWO POLE, & THREE POLES NEUT NEUTRAL EXISTIN NEW
7757 - 455 , UWA/C AIR CONDITIONING N NORTH
ADJ ADJUSTAB LE NA NOT APPLICABLE
AFF ABOVE FINISH FLOOR NEC NOT IN CONTRACT CONCRETE Engineerin1
AGL ABOVE GROUND LEVEL NIS NOT TO SCALE
APPROX APPROXIMATELY OFCI OWNER FURNISHED, CONTRACTOR INSTALLED PSVILLE CIRCLE
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS OC ON CENTER PR0PERIY LINE
VIRGINIA23502
AWG AMERICAN WIRE GAUGE OD OUTSIDE DIAMETER
FAX757SETBACKLINEAORAMPAMPEREOPNGOPENING
V7WdUAAlatDtSENCOrfBLDGBUILDINGOPPOPPOSITE
BLK BLOCK OHT /OHP OVERHEAD TELEPHONE /OVERHEAD POWER
BMR BASE MOBILE RADIO OHP OVERHEAD POWER "` "' ' — LEASE AREA
B/S BUILDING STANDARD OHT OVERHEAD TELEPHONE
Cu COPPER OZ OUNCE EASEMENT
CO CLEAN OUT PG PAGE
C CONDUIT SIZE AS NOTED PIN F PIN FOUND
CB CIRCUIT BREAKER PINS PIN SET BUILDING (FOOTPRINT) ved2m wirel
CKT CIRCUIT PJF POLYVINYL JOINT FILLER
CLG CEILING PLYWD PLYWOOD !831 RADY COURT
CLR CLEAR PR PAIR POWER POLE RICHMOND, VA 23222
GONG CONCRETE PROD PROJECT
CONST CONSTRUCTION PROP PROPERTY - FIELD STAKE
CONT CONTINUOUS PSI PER SQUARE INCH
CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED PSF PER SQUARE FOOT
DB DEED BOOK PT PRESSURE TREATED TELEPHONE /FIBEROPTIC PEDESTAL op
DBL DOUBLE PVC SCHEDULE 40 PLASTIC CONDUIT.
DIA, 0 DIAMETER RAD RADIATION fDWGDIAGONALRECEPTRECEPTACLEOVERHEADELECTRIC
DIM DIMENSION REO'D REQUIRED
ON DOWN RM ROOM
BET, DETL DETAIL RD ROUGH OPENING l CONTOURS STUART P. PATTER ON !z
OWG DRAWING S SOUTH / / 0-4
DEF DUAL ELEMENT FUSES SW SWITCH 'Lic. No. 41047
E EAST SCH SCHEDULE
EA EACH SHT SHEET
EL, ELEV ELEVATION SIM SIMILAR ,5 14.5
SPOT ELEVATION (
ELECT ELECTRICAL SPEC SPECIFICATION 0
EQUIP EQUIPMENT SS SSTTAINLESS STEEL ?l ASPHALT FSS /ONAt EW EACH WAY STL STEEL J
EXIST /EX EXISTING STRUCT STRUCTURAL
EXT EXTERIOR SUSP SUSPENDED FENCE
EMT ELECTRICAL METALLIC TUBING THIRD THREADED SrTEW40.:
EC EMPTY CONDUIT THRU THROUGH
FIN FINISH TM TAX MAP L TEMPORARY BENCHMARK
FLUOR FLUORESCENT TNND TINNED KEENEFLRFLOORTOCTOPOFCONCRETE
I FT FOOT TYP TYPICAL
t.JGRSGALVANIZEDSTEELCONDUITLIONUNLESSOTHERWISENOTED GRAVEL
G OR GIRD GROUND LOG UNDERGROUND
GA GAUGE VERT VERTICAL (// ^DGALVGALVANIZE(D) VIF VERIFY IN FIELD , `, J TREELINE , v ` v A+ `r
GC GENERAL CONTRACTOR VT VINYL TILE
GPS GLOBAL POSITIONING SYSTEM W/ WITH SELF SUPPORT
GWB GYPSUM WALL BOARD WDW WINDOW TREE
HARD'WO HARDWOOD W WEST
HEC HIGH STRENGTH W/0 WITHOUT
HORn HORIZONTAL W WATTS 1 842 COLES ROLLING RDHRHOURWPWEATHERPROOF
HT HEIGHT XFRM TRANSFORMER TREES TO BE REMOVED SCOTTSVILLE, VA
HWAC HEATING, VENTILATION AND AIR CONDITIONING
ID
IN NCH
M. 24590
14 ANGLE
INFO INFORMATION ALBEMARLE COUNTY
INS INSULATION & AND
m
KIN POOWATT Q CENTER LINE DRAWN: AW
LG LONG
MAX MAXIMUM Ft PROPERTY LINE, PLATE TTVC ATE. 8/1187
MECH MECHANICA 2M7.2 m
MIL METAL AT COMM. No.
MFR MANUFACTURER SUBMfA15
MGR MANAGER NUMBER SM. DECRPTION LATE
MIN MINIMUM 0 ISSUED SURVcY S+IEET 9 10510I
MISC MISCELLANEOUS
MPH MILES PER HOUR REUP NARY zoN7 c arcs 0/IS /07
MID MOUNTED TIER r7 PWSF SUBMITTAL 10/24/0
ITER II RWSF SUBMITTAL 10/2p/07
J 41EV10 TIER 11 PWSF SU D2/15/08
A4 REVD TIER R NSF SOBMRTAL 03/03/08
Al = REVISION I = ELEVATION J = NORTH ARROW
T_2
NOTE REFERENCE
REFERENCE I %*UN E:
Q
Q LEGEND
DETAIL AN
SECTION a; =NORTH ARROW
T -2 REFERENCE
12 REFERENCE R WITH MAGNETIC ABBREVIATIONS
DECLINATION
DETAIL REFERENCE
t
T -2 sF;$T No:
ABBREVIATIONS & SYMBOLS LIST LEGEND T-
i M.P. 1 -30F
N/F V,'A_riiT!EISTPR 1981
REVOCABLE TRUST
D.S. 3238/PC. 1 ,05
275.8700 ACRES
N/ \TRY. DALLAS OR
cV V A
tl D.B. 1 PG. 2<7 PLAT
9.59 ACRES
a ZONED RA
LAND US_: RESIDE; -IAA
b
1
t330. q '+ X22_
S6 >•lt7i
T) lrS7.
2]
S1
4`•1'!.l. r I+TiSCrJ.ri .
2•l3' CYBaS
11101•
a
T N,P. 121 -89A
N/F ;RUG ENTERPRIC COR
C.B. 3374/PG. 728
0.5630 ACRES
C-RFW vJVrM
C6XT SIO'll
L
D.TO I
Lwo
b
a (L
Fr, r " Iti 11
a
n b
l3
PROPOSED 102.75' A.G.L. MONOPOLE TOWER
NAD 1983
LATITUDE: 37' 51' 57.50" N
LONGITUDE: 78' 33' 15.16" W
NAVD 88 ELEVATION: 564.5'
Ip '
I)
120 T d
N
09 RIYRXR SPIKE
CEY656279 ' V P 121 -88
1 `/F JO'NSD\, CHARLIE M. &
YOStiI O S
2 D 8. 3-3/ 55950000kCRES
94'1'+
CURVE TABLE
CURVE
SURVEY NOTES
THIS SITE IS NOT LOCATED WITHIN OR 1.TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY
ADJACENT TO A COUNTY DESIGNATED
C2
PERFORMED BY CAUSEWAY CONSULTANTS, P.C.. CHESAPEAKE, VIRGINIA ON
CONSERVATION EASEMENT.
PROVIDED
7/27/07. METES AND BOUNDS WERE COMPILED FROM PLATS AND /OR DEEDS OF
FRONT YARD SETBACK 311.1'
RECORD. NO BOUNDARY SURVEY WAS PERFORMED BY CAUSEWAY CONSULTANTS,
49.91
C5
P.C.
SIDE YARD SETBACK
2.THIS DRAWING WAS PREPARED WITH REFERENCE TO TITLE REPORT #2771 -0065
THIS SITE IS NOT LOCATED WITHIN ANY
C7
PREPARED BY CHICAGO TITLE INSURANCE COMPANY DATED 9/14/07.
AREA DESIGNATED AS AN AGRICULTURAL
363.8'HORIZONTALLY AND THE ELEVATION IS ACCURATE WITHIN 20'1 VERTICALLY. THE
OR FORESTAL DISTRICT.3.PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.
29.91
4.FLOOD ZONE DETERMINATION IS BASED ON THE FLOOD INSURANCE RATE MAPS
51.93
C 1 I
AND DOES NOT IMPLY THAT THE PROPERTY WILL OR WILL NOT BE FREE FROM
30.65
C121
FLOODING OR DAMAGE.
THIS SITE IS LOCATED WITHIN THE 5.THIS SITE APPEARS TO BE LOCATED IN THE F.I,R.M. ZONE "X" AS SHOWN ONHARDWARERIVERWATERSHEDHEDAND
TOTTER CREEK ORENKNG WATERSHED
U4
COMMUNITY PANEL NUMBER 5100060525D EFFECTIVE DATE 2/04/05.
S1727'22'W
6.NO SUBSURFACE INVESTIGATION WAS PERFORMED BY CAUSEWAY CONSULTANTS,
N7T4 ' 9'W
L16
P.C.
1 11Y - W
7.MERIDIAN SOURCE FOR THIS SURVEY IS BASED UPON GRID NORTH, MAGNETIC
507t3'19"E
LIS
DECLINATION IS COMPUTED AND NOT OBSERVED.
PROPOSED 102.75' A.G.L. MONOPOLE TOWER
NAD 1983
LATITUDE: 37' 51' 57.50" N
LONGITUDE: 78' 33' 15.16" W
NAVD 88 ELEVATION: 564.5'
Ip '
I)
120 T d
N
09 RIYRXR SPIKE
CEY656279 ' V P 121 -88
1 `/F JO'NSD\, CHARLIE M. &
YOStiI O S
2 D 8. 3-3/ 55950000kCRES
94'1'+
CURVE TABLE
CURVE
8. NO WETLAND AREAS HAVE BEEN DELINEATED.
RADIUS
C1
9. ALL PHYSICAL EVIDENCE OF UTILITIES SHOWN ON THIS SURVEY IS FROM
SETBACKS
C2
SURFACE EVIDENCE.
10165
PROVIDED 10. THE TEMPORARY BENCHMARK IS A RXR SPIKE IN 18" OAK, ELEVATION = 562.19.
FRONT YARD SETBACK 311.1'
34.84 49.91
C5
11. BASED ON THIS SURVEY, THE PROPOSED TOWER HAS BEEN CERTIFIED BY
SIDE YARD SETBACK 330.4' & 194.9'CAUSEWAY CONSULTANTS, P.C. THAT THE COORDINATE LOCATION OF THE
58.95
C7
REFERENCED TOWER AT THE REFERENCED SITE IS ACCURATE WITHIN 50'1
REAR YARD SETBACK 363.8'HORIZONTALLY AND THE ELEVATION IS ACCURATE WITHIN 20'1 VERTICALLY. THE
42.61
C9
HORIZONTAL DATUM (COORDINATES) ARE IN TERMS OF THE NORTH AMERICAN
29.91
010
DATUM OF 1983 (NAO 83) AND ARE EXPRESSED AS DEGREES, MINUTES, AND
51.93
C 1 I
SECONDS. THE VERTICAL DATUM (ELEVATIONS) ARE IN TERMS AS DEFINED BELOW
30.65
C121
AND ARE DETERMINED TO THE NEAREST TENTH OF A FOOT.
PROPOSED 102.75' A.G.L. MONOPOLE TOWER
NAD 1983
LATITUDE: 37' 51' 57.50" N
LONGITUDE: 78' 33' 15.16" W
NAVD 88 ELEVATION: 564.5'
Ip '
I)
120 T d
N
09 RIYRXR SPIKE
CEY656279 ' V P 121 -88
1 `/F JO'NSD\, CHARLIE M. &
YOStiI O S
2 D 8. 3-3/ 55950000kCRES
94'1'+
CURVE TABLE
CURVE LENGTH RADIUS
C1 41.21 30.10
C2 11.99 10165
C3 22.47 31993
C4 34.84 49.91
C5 15.91 22.61
C6 20130 58.95
C7 1185 38.95
C8 29.60 42.61
C9 20.88 29.91
010 36.05 51.93
C 1 I 39.90 30.65
C121 12.20 10.10
ACCESS EASEMENT LINE TABLE
LINE LENGTH BEARING
U 15.56 N 1 '19
L2 21,78 NIVIO'20'E
L3 212.58 S71Y40'09'E
L4 8130 N12 'E
L5 41.31 N25'21'5614
L6 21 -43 N 47'171Y
L7 66.16 NOS' '08'W
LB 11.21 N 0'00' 01v
L9 20.07 N04'44 7'W
L10 30.61 N90'00'CO'E
L11 8 SOG'SO'08'E
L12 21,15 23 - E
L13 40.93 1'5
U4 84,87 S1727'22'W
L15 211.65 N7T4 ' 9'W
L16 17.72 1 11Y - W
L17 74,20 507t3'19"E
LIS 20.02 N89'S2'S51v
LEASE AREA LINE TABLE
LINE LENGTH I BEARING
U9 19.971 SO4
L20 60.00 S85'15'331V
L21 60.00 N04'44' 7' N
L22 60.00 I N85'1 3'E
L23 40.03 4'44' 7'
C,
Ex 9cxtT 0cst+EE Qut
D4¢DS 610'
CONSTRUCTION NOTES
E-1 60' X 60' LEASE AREA
aNEW VERIZON WIRELESS NON EXCLUSIVE
20' WIDE INGRESS /EGRESS AND UTILITY
EASEMENT.
FOR 24' X 36' PLOT - 1' = 70' 0 70' 140'
SURVEY AND SITE PLAN FOR 11 - X 1r PLOT - = 140'
rchitecture &
6160 KEMPSALLE CIRCLE
NORFOLK VIRGINIA 23502
757-455-SBOO FAX 757.455.5638
V,MAN.aARKN1E>CSEN.00M
verizw wireless
183: RADY COURT
RICHMOND. VA 23222
Q,I,TH pF
STUART P, PATTE ON -1
Lic. No. 41047 >
A
FSSONAt E e
SITE P M--
KEENE
RAWLAND
SELF SUPPORT
1842 COLES ROLLING RD
SCOTTSVILLE, VA
24590
ALBEMARLE COUNTY
DC'AGN:m
ORWI1:AW
P&IEY/:Sly
TTV DATE 8/11
COMM. NO. Zu7 m
SUBMn - FALS
SYM.DESCAFTICN DATE
SSUED SURVEY SNEET 9/05/0
AEUMINARY ZONING DWGS 10/15/0
TER II P%SF SUBUIITAL 1D 29 0
ER If PWSF SUBMITTAL 10/2 0
T EV'O TIER n PxSF SUBMITTAL 02/15/0
EvD TIER It P F SUBMITTAL 03/03/D
sHEFrNAr1E:
SURVEY
AND
SITE PLAN
SHEET NO.:
c_lJ
AREA CALCULATIONS
EXISTING SF (AC) PROPOSED SF (AC) NEW SF (AC)
IMPERVIOUS 14,157 SF (0.32 AC) 8,967 SF (0.21 AC) 23,124 SF (0.53 AC)
PERVIOUS 586,669 SF (13.46 AC) 577,702 SF (13.26 AC)
TOTAL AREA 600,826 SF (13.79 AC)
LEGEND
TREES TO BE REMOVED
20" OAK
FIELD S
TYP Oi
14" PINE (1
25 / A /
Ar
20" OAK
TREE 36' KLIOW'OAK (1 i 13)
i
OAK (1138) --
P£R5m,1ov (r 137)
I J ;
NOTE - ALL UTILITY LINES ARE PROPOSED TO BE RUN
UNDERGROUND WITHIN THE UTILITY AND ACCESS EASEMENT
SHOWN ON THE PLAN AND INDICATED ABOVE IN NOTE 14.
FINAL LOCATION OF UTILITY LINES WILL BE DETERMINED BY
THE COMPANIES PROVIDING ELECTRICAL AND TELEPHONE
SERVICES.
r -16" OAK
OA 1126)
8" OAK (1127)
r
4" v /5Y, (f 126)
6" °
10" OAK ( %
r 18" OAK I1 i401'
12 n[E (1
J (i 131)
OAe
f
12" OAK,
c
DAK
ti 1 1
12" OAK (i 134) 1
Li" OAK (1146)
tom `( 1 ___ -_ _
L 20' d y (! 135) P f
14" OAK (1034)
7
1 1
I
i
t '8" OAK (1080
t
50'
01'
FROM
CENTERER OF TOWER
18" OAK. (1080)
12" OAK (1068) / 1
ENLARGED SITE SURVEY 1 FOR 1 t' X 17' PLOT - i' = 20' °
1p• 20'
CONSTRUCTION NOTES
1 NEW VERIZON WIRELESS 3,600 SF LEASE AREA
2 NEW VERIZON WIRELESS MONOPOLE TOWER.
SEE ELEVATION VIEW, SHEET C -3.
NEW VERIZON WIRELESS 12' GRAVEL ACCESS ROAD.
SEE DETAIL 2, SHEET C -4,
4 NEW VERIZON WIRELESS 20' WIDE INGRESS /EGRESS AND UTILITYEASEMENT. SEE SHEET C -1 FOR CONTINUATION.
a THE 36" WILLOW OAK IS THE REFERENCE TREE AND THEPROPOSEDMONOPOLEISWITHIN19' OF IT'S ORIPLINE.
EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING
TREES THAT ARE TO REMAIN.
CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR
COMPENSATION OF DAMAGED TREES.
NOTE - SITE SHALL BE MAINTAINED IN ACCORDANCE WITH A
TREE CONSERVATION PLAN TO BE PREPARED BY A CERTIFIED
ARBORIST, AS REOUIRED BE SEC. 5.1.40(C)(4).
NOTE - ALL UTILITY LINES ARE PROPOSED TO BE RUN
UNDERGROUND WITHIN THE UTILITY AND ACCESS EASEMENT
SHOWN ON THE PLAN AND INDICATED ABOVE IN NOTE J4.
FINAL LOCATION OF UTILITY LINES WILL BE DETERMINED BY
THE COMPANIES PROVIDING ELECTRICAL AND TELEPHONE
SERVICES.
TREE COUNT
NUMBER SPECIES CALIPER CANOPY HEIGHT AGL HEIGHT
1085)OAK 8'XXX' AMSL XX'
1113)WILLOW OAK W 650' AMSL 95'
1122)PINE 14"XXX' AMSL XX'
1123)OAK 12"XXX' AMSL XX'
1124)OAK 20'XXX' AMSL XX'
1125)OAK 16'XXX' AMSL XX'
1126)OAK 8'XXX' AMSL XX'
1127)OAK 8'XXX' AMSL XX'
1128)OAK 4"XXX' AMSL XX'
1129)OAK IT XXX' AMSL XX'
1130)OAK 6'XXX' AMSL XX'
1131)OAK 12"XXX' AMSL XX'
1132)OAK 10"XXX' AMSL XX'
1133)1 OAK 12'XXX' AMSL XX'
I 134)1 OAK 12"XXX' AMSL XX'
1135)1 OAK 20"XXX' AMSL XX'
1136)PINE 14"XXX' AMSL XX'
1137)PERSIMON 8'XXX' AMSL XX'
1138)OAK 10'XXX' AMSL XX'
4 (1139)MAPLE 12"XXX' AMSL XX'
1140)OAK 8"XXX' AMSL XX'
1141)PERSIMON 8"XXX' AMSL XX'
1142)OAK 20'651' AMSL 89'
1143)OAK 25'657' AMSL 91'
1145)OAK 20 651' AMSL 85'
1146)OAK 24"655' AMSL 93'
TOTAL TREES TO BE REMOVED: S
NOTE: REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD
NOTE: AVERAGE DRIPLINES SHOWN ARE DRAWN TO SCALE
6160 KEMPSVILLE CIRCLE
NORFOLK, VIRGINIA 23502
7574555800 FAX 757455.5638
venZW wireless
1831 RADY COURT
RICHMOND, VA 23222
Xx o \!
STUART P. PATTERSON !z
0-4
Lic. No 41047 a
O q
WE CFO.:
KEENE
RAW..AND
SELF SUPPORT
1842 COLES ROLLING RD
SCOTTSVILLE, VA
24590
ALBEMARLE COUNT(
DEPGN: m
DMNWN: A
REVEW: SPP
TWDAM' AlW
p tSSUEO SURVEY SHEET
PREl1N?lAR'/ 20NiNG _GS 10/15/01
IER u RNSF SUOMITTAL t0 /_/
1_V'0 TIER a WWSF SUSM(fTAt 02/15/06
A REVD TFER a AvSF SUBMITTAL 03/01/08
ENLARGED
SITE
SURVEY
Ic -iA I
Nm
c>A
O
J
U
NOTES
F1 C OF TOWER
N: 3838871.51
E: 11467267.20
LATITUDE: 37' 51' 57.50" N
LONGITUDE: 76' 33' 15.16" W
ELEVATION: 564.5
D2000' RADIUS FROM CE OF TOWER
E3 EXISTING DWELLING, TYP.i'
i
FOR 24' X 36" PLOT - I' = 300' 0 300' 600'
AREA MAP FOR 11' X 17" PLOT - 1' = 60
8` \
472.
l
6160 KEMPSNILLE C
NORFOLK VIRGINIA
757-455 -SM FAX 757-4
verizw wireless
183: RADY COURT
RIC: ^ v. VA 23222
i/712.Q'LTH p ON
r Gl
T T . PATT E ON
Lic. No. 41047 >
n
SITE NO.:
KEENE
RAWLAND
SELF SUPPORT
1842 COLES ROLLING RD
SCOTTSALLE, VA
24590
A - BEMARLE COUNTY
DeS. m
DMWN: AW
Pz4EW: SRy
TTY DATE: 821A7
CXJKK NO. 2u7 T rn
STM.DeXAVr)ON LATE
o ISSUfO SURVEY SHEET 9 /OS /OI
1 RREUMwARY ZONING OWGS 10/15/07
TIER 11 PWSr SUBMITTAL 10/29/07
X 477 -3
10/29101
A EV0 T1ER '1 "5 SUBMITTAL 02/15/08
FOR 24' X 36" PLOT - I' = 300' 0 300' 600'
AREA MAP FOR 11' X 17" PLOT - 1' = 60
8` \
472.
l
6160 KEMPSNILLE C
NORFOLK VIRGINIA
757-455 -SM FAX 757-4
verizw wireless
183: RADY COURT
RIC: ^ v. VA 23222
i/712.Q'LTH p ON
r Gl
T T . PATT E ON
Lic. No. 41047 >
n
SITE NO.:
KEENE
RAWLAND
SELF SUPPORT
1842 COLES ROLLING RD
SCOTTSALLE, VA
24590
A - BEMARLE COUNTY
DeS. m
DMWN: AW
Pz4EW: SRy
TTY DATE: 821A7
CXJKK NO. 2u7 T rn
STM.DeXAVr)ON LATE
o ISSUfO SURVEY SHEET 9 /OS /OI
1 RREUMwARY ZONING OWGS 10/15/07
TIER 11 PWSr SUBMITTAL 10/29/07
TIER a RWS9 SUBMITTAL 10/29101
A EV0 T1ER '1 "5 SUBMITTAL 02/15/08
n REPO TIER n PWSE SUBMITTAL 03/03/08
FZ"Rfa BFI'
SFEFr No :
IN
EXISTING 36' WILLOW OAK
REFERENCE TREE
SITE NOTES
I. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF LOCATING ANY
UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA OF
CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS_ BEFORE YOU DIG, CALL 'MISS UTILITY" AT
1 -800- 552 -7001. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
0 1rC 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST
EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AT THE FIRST PHASE OF
CONSTRUCTION AND CHECKED PERIODICALLY TO ENSURE THEY ARE FUNCTIONING AS INDICATED.
3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED.
4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL BE TOPSOILED AND SEEDED TO RESTORE A
FIELD STAKE PERMANENT VEGETATIVE COVER. SEE PERMANENT SEEDING SCHEDULE, SHEET C -2C.
5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION. SAFETY IS THE
RESPONSIBILITY OF THE CONTRACTOR. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA
REQUIREMENTS.
u D 6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND CONSTRUCTION STAKING. LOCATION OF
EXISTING STRUCTURES AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR.
OI
f
r
I
f
0/L \
STAI`s9/:rG L —x r ,
I ' b
po i
J o
t
f
12t
t
t
r
1 I
J
I (fJ
ENLARGED SITE PLAN
FOR 24' X 36' PLOT - 1' = 0 5' 10'
1F11' X 17' PLO - 1' = YO'
r
r 1f
r
f
f
1
7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES OR
ORDINANCES.
CONSTRUCTION NOTES
1 NEW 12' X 20' VERIZON WIRELESS EQUIPMENT SHELTER.
SEE DETAIL 1, SHEET A -1.
NEW VERIZON WIRELESS 4' X 4' CONCRETE STOOPS (TYP OF TWO).
D NEW VERIZON WIRELESS CONCRETE PIERS.
44 INSTALL NEW GRAVEL WITHIN LIMITS OF COMPOUND. SEE DETAIL 1, SHEET C -4.
M5 NEW VERIZON WIRELESS 3211 ICE BRIDGE.
NEW VERIZON WIRELESS MONOPOLE TOWER,
SEE ELEVATION VIEW, SHEET C -3.
a NEW VERIZON WIRELESS NON EXCLUSIVE 20' WIDE INGRESS /EGRESS
AND UTILITY EASEMENT. SEE SHEET C -1 FOR CONTINUATION.
NEW VERIZON WIRELESS METER & DISCONNECT.
9 NEW VERIZON WIRELESS FLUSH MOUNTED PANEL ANTENNAS.
SEE ELEVATION VIEW, SHEET C -3.
10 NEW VERIZON WIRELESS 3,600 SF LEASE AREA
F NEW VERIZON WIRELESS FENCE.
SEE DETAIL 3, SHEET C -4.
12 NEW VERIZON WIRELESS GRAVEL ROAD.
SEE DETAIL 2, SHEET C -4.
13 NEW VERIZON WIRELESS 6' X 10' GENERATOR PAD.
SITE LIGHTING
Ot 120V, MOTION CENSORED PHOTOCELL AND SHIELDED SHELTER UGHT.
O PROPOSED ILLUMINATION IS FOR TEMPORARY MAINTENANCE AND
SECURITY PURPOSES ONLY.
EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE
JEXiSTINGTREESTHATARETOREMAIN.
CONTRACTOR SHALL BE RESPONSIBLE FOR REPLA
COMPENSATION OF DAMAGED TREES.
ra
6160 KEMnALLE CIRCLE
NORFOLK, VIRGINIA 23502
757455.5800 FAX 7574SS5638
WWW.CLARKNE SEN.COM
veriest wireless
1831 RAD" COURT
RICHMOND, VA 23222
V x of
STUART R All RSOh
Lic, No. 41047 a
ONAU N
sn 3"FO.:
KEENE
RAWLAND
SELF SUPPORT
1842 COLES ROLLING RD
SCOTTSVILLE, VA
24590
ALBEMARLE COUNT(
DESIGN: m
DMWN NW
REVEW. SPY
TTV DAM- a41RT7
COMM. NO, 2M7 0
SU19MFTTALS
D+? OWTION ELATE
o ISSUED SURVEY SHEET 9/05/0:
I PRELMINARY 20RI DWGS 10/15/0'
TIER 11 PWSP SUBMITTAL 10/29/0
TIER II PWSF SUBMITTAL 10/29/0
a EVD TIER fl PWSF SUBMITTAL 02/15/0
REV TIER R PWSF SUBMITTAL 03/03/0
9$T NAME
ENLARGED
SITE PLAN
9-fTr NO.:
C _ 2 ,
I
FIELD STAKE
TYP OF 9)
EXISTING 36' WILLOW OAK
REFERENCE TREE \
cyFO
Pp
L
If
11 , ', CONSTRUCTION NOTES
1 NEW V RIZON WIRELESS I GRAVEL
559 - / ACCESS ROAD. SEE DETAIL 2wSHEETC
r --- ---- --
a2 NEW VERIZON WIRELESS NON EXCLUSIVE 20'
WIDE INGRESS /EGRESS AND UTILITY EASEMENT
3 NEW TREE PROTECTION.
SEE DETAIL. 1, SHEET C -2C.
y, 4 NEW SILT FENCESEEDETAIL3, SHEET C -2C.i
r
I
k , ,T /' B ail'•, 1 l
O
LAND DISTURBANCE AREA CALCULATION
SITE 3,600 SF
ACCESS ROAD 7,600 SF
TEMPORARY ACCESS ROAD 824 SF
TOTAL 11,033 SF
EROSION CONTROL LEGEND
NEW EXISTIN
ISSUED SURVEY SHEET
f TPf TREE PROTECTION
OP ^
10/15/07
TREE PROTECTION
XXX.XX'SPOT GRADE
XXX -' _ CONTOURS
SF SILT FENCE
THERE ARE NO CRITICAL SLOPES WITHIN
THE PROJECT AREA
GRADING NOTES
MATCH LANE SE SHE C -2B - - - - - - - - 3.
i
L FOR 24' X 36' PLOT - 1 ' = 10' 0 10' 20'
GRADING PLAN y -- - -`=- Z_ _ _FOR 11'X17' PLOT - =20'
q
a
t 0
y o ;l
I \`` ,ter ;
TOC
4
r /F
TOC
564.75;
F
f It
r`
r
t
f
oi
f _
f l
EROSION AND SEDIMENT CONTROL NOTES
1, UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND
SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE Ryl GINIA
EROSION AND SEDIMENT CONTROL HANDBOOK (3RD EDITION, 1992).
2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO
OR AS THE FIRST STEP IN CONSTRUCTION.
3. THE CONTRACTOR SHALL APPLY PERMANENT OR TEMPORARY SOIL STABILIZATION
Y TO ALL DENUDED OR DISTRUBED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS
REACHED ON ANY PORTION OF THE SITE. SOIL STABILIZATION MUST ALSO BE
APPLIED TO DENUDED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WHICH
WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. SOIL STABILIZATION
MEASURES INCLUDE VEGETATIVE ESTABLISHMENT, MULCHING AND THE EARLY
APPLICATION OF GRAVEL BASE MATERIAL ON AREAS TO BE PAVED.
4. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY
AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS
TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND
CLEANUP OF SEDIMENTATION ARE THE RESPONSIBILITY OF THE CONTRACTOR AND
SHALL BE MADE IMMEDIATELY.
5. THE CONTRACTOR SHALL LIMIT SITE ACCESS BY CONSTRUCTION VEHICLES TO
ENTRANCES PROTECTED BY A STONE CONSTRUCTION ENTRANCE (VESCH STD. &
SPEC. 3.02) OR AN APPROVED COMPARABLE CONTROL MEASURE, SEDIMENT SHALL
BE REMOVED FROM PAVED AREAS ON A DAILY BASIS.
559 6. STOCK PILES OF SOIL AND OTHER ERODIBLE MATERIAL SHALL BE STABILIZED OR
PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS
Q Uj 2 RESPONSIBLE FOR THE TEMPORARY PROTECT ?ON AND PERMANENT STABILIZATION
ya FOR STOCKPILES ON SITE AS WELL AS FOR MATERIALS TRANSPORTED FROM THE
r `• j f -- PROJECT SITE.
T64.75 7. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST
INCLUDING (BUT NOT LIMITED TO) USE OF WATER, MULCH OR CHEMICAL DUSTjrJ• i %` ADHESIVES AND CONTROL OF CONSTRUCTION SITE TRAFFIC.
ip
8. EFFLUENT FROM DE- WATERING OPERATIONS SHALL BE FILTERED OR PASSED
TOC P ; THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND CHARGED IN
564.75 A MANNER THAT DOES NOT ADVERSELY AFFECT ADJACENT PROPERTIES, WETLANDS,
1 v WATERWAYS OR THE STORM DRAINAGE SYSTEM.
9. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ANY
ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT EROSION AND
SEDIMENTATION AS DETERMINED NECESSARY BY THE PLAN APPROVING AUTHORITY.
563.25 lc f a r 10. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE
1 JJ REMOVED UNTIL ALL DISTURBED AREAS ARE STABILIZED. AFTER STABILIZATION ISl \•
if COMPLETE, ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS. TRAPPED
SEDIMENT SHALL BE SPREAD AND SEEDED.
ALL ELEVATIONS ARE FINISHED GRADE.
ENSURE POSITIVE DRAINAGE FROM SITE AT ALL TIMES.
PLACE GEOTEXTILE FILTER UNDER COMPOUND AND
GRAVEL ACCESS ROAD. USE TYPAR 3401 OR
EQUVALENT.
6160 KEMPSVILLE
NORFOLK, VIRGINI
757. 455.5800 FAX 757
verity wireless
1831 RADY COURT
RICHMOND, VA 23222
Qj TH of y
STUART P. FATTKON
Lic. No. 41047 a
F'SSlONA. ENG
SITE IFiO.:
KEENE
RAWLAN D
SELF SUPPORT
1842 COLES ROLLING RD
SCOTTSVILLE, VA
24590
ALBEMARLE COUNTY
Dom: m
OFIAY : Nw
REVE',Y: Sm
TTV DRTE RR 1.77
o ISSUED SURVEY SHEET 9/05/07
1 PREUUINARY ZONING DW05 10/15/07
s IER m PWSF SUBVITTAL 10 24 07
a iER u PWSF SUDIAMAL 10 29 07
REV TIER II PWSF SUSMOTAL 02/15/08
A REVD TIER II PWSF SURVITTM 03/03/05
AiffT WME.
GRADING
PLAN
I
S
c -2a I
MATCH LINE - SEE SHEET C-2A
T 77
I559k')559
0 A
AX7,
3-)
NEW
ice, <:i' -' ' \ TREE LINE
f
t
5647
558
0
755
560 ---------------
559 ----- - ----------
5 5 7 ---------------
558 ------------------------ \A-
556- ------ ------552 / / `
i
52 >
56 - --------------
f
2
55L ----------
1 C
53
5524 --------- ---
3 - ------ ---
5 ------6 rp
C0NqT1?11rT1nN NOTES 'Al
NEW VERIZON WIRELESS 12' WIDE GRAVEL ---------- --- --- - \ - <
8 -
ACCESS ROAD. SEE DETAIL 2, SHEET C -5. OF
SEE DETAIL 4 EXISTING
2] NEW VERIZON WIRELESS NON EXCLUSIVE 20' C-4
DITCf4
F Y FWIDEINGRESS /EGRESS AND UTILIT ----------
vxrl
NEW TREE PROTECTION.EphiSEEDETAIL1, SHEET C-2C. EROSION CONTROL LEGEND GRADING NOTES
EXISTING ASPHALT ENTRANCE TO BE NEW EVEIN 1. ALL ELEVATIONS ARE FINISHED GRADE. co/ - - -- ----------- --- -r4] UPGRADED TO 40' WIDE COMMMERCIAL ENTRANCE. TP TREE PROTECTION 6's
SEE DETAIL 4, SHEET C-4. TEMPORARY
2. ENSURE POSITIVE DRAINAGE FROM SITE AT ALL TIMES.
TEMPORARY CONSTRUCTION ENTRANCE, TO
TREE PROTECTION 3. PLACE GEOTEXTILE FILTER UNDER COMPOUND AND /A
BE REPLANTED WITH VEGETATIVE COVER GRAVEL ACCESS ROAD. USE TYPAR 340 OR
AFTER COMPLETION OF CONSTRUCTION, / —
xX' SPOT GRADE EQUVALENT. RD
SEE DETAIL 2, SHEET C-2C.
xxx XXX CONTOURS -------------
F-61 NEW SILT FENCE, SEE DETAIL 3, SHEET FOR 24 X 35' PLOT -15' 0 15' 3
C-2C. SF- SILT FENCE FOR I I' X 17' PLOT - 1= 30'
rchitecture & Engineerins
6160 KEMPSMLLE CIRCLE
NORFOLK, VIRGINIA 23502
757-4553800 FAX 7.57-4553638
VNW.CL*F.%a
verizo wireless
183i RADYCOURT:
RICHMOND, VA 23222
H OF
STUART R P TT N
tic. No. 41047 >
Q
S / 0 N A
VA
KEENE
RAWLAND
SELF SUPPORT
1842 COLES ROLLING RD
SCOTFSVILLE, VA
24590
ALBEMARLE COUNTY
DEgGN: JYY
Dmw". AW
9p
F DA7E 6AII07
COMM. No. 1672 0
SUBMIT'rALS
DECRFT)ON - - DAZE
SSuto SURVEY SHEET 9/05/07
PRELIMR ZOMNG DWGS 10/15/07
TIER 11 PWS-F SUBMITTAL 10/25/071
JIER 11 PWSF SUBVITTAL 10/29/07
A qEvo TIER K P S.F SVW(rTAL 02/1S
REPO TIER It PWS' WaVlrrpL 03/03/08
A
A I
GRADING
PLAN
C -2B
TEMPORARY SEEDING SPECIFICATION
PRIOR TO SEEDING, INSTALL NECESSARY CONTROL PRACTICES SUCH AS
DIKES. WATERWAYS AND BASINS.
PLANT SELECTION
SELECT PLANTS APPROPRIATE TO THE SEASON AND SITE CONDITIONS FROM
TABLES 3.31 -b AND 3.31 -C. NOTE THAT TABLE 3.31 -8 PRESENTS PLANTS
WHICH CAN BE USED WITHOUT EXTENSIVE EVALUATION OF SITE CONDITIONS;
TABLE 3.31 -C PRESENTS MORE IN -DEPTH INFORMATION ON THE PLANT
MATERIALS.
SEEDED PREPARATION
TO CONTROL EROSION ON BASE SOIL SURFACES, PLANTS MUST BE ABLE TO
GERMINATE AND GROW. SEED BED PREPARATION 15 ESSENTIAL.
1, LIMING
AN ELEVATION SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY
FOR TEMPORARY SEEDING. IN MOST SOILS, IT TAKES UP TO 6 MONTHS FOR
pH ADJUSTMENT TO OCCUR FOLLOWING THE APPLICATION OF LIME.
THEREFORE, IT MAY BE DIFFICULT TO JUSTIFY THE COST OF LIMING A
TEMPORARY SITE, ESPECIALLY WHEN THE SOIL WILL LATER BE MOVED AND
REGRADED. THE FOLLOWING TABLE MAY BE USED TO DETERMINE THE ACTUAL
NEED ALONG WITH SUGGESTED APPLICATION RATES,
SOURCE: VA. DSWC
2. FERTILIZER
SHALL BE APPLIED AS 600 LBS. /ACRE OF 10 -20 -10 (14 LBS. /1000 SO, FT.)
OR EQUIVALENT NUTRIENTS- LINE AND FERTILIZER SHALL BE INCORPORATED
INTO THE TOP 2 TO 4 INCHES OF THE SOIL IF POSSIBLE.
MULCHING
1, SEEDING MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY
SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, STD. AND
SPEC. 3.35 EXCEPT THAT HYDROMULCHES (FIBER MULCH) WILL NOT BE
CONSIDERED ADEQUATE. STRAW MULCH SHOULD BE USED DURING THESE
PERIODS.
2. TEMPORARY SEEDINGS MADE UNDER FAVORABLE SOIL AND SITE CONDITIONS
DURING OPTIMUM SPRING AND FALL SEEDING DATES MAY REQUIRE MULCH.
B. PERMANENT SEEDING SPECIFICATIONS
PLANT SELECTION
1. SELECTION OF PLANT MATERIALS IS BASED ON CLIMATE, TOPOGRAPHY,
SOILS, LAND USE, AND PLANTING SEASON. TO DETERMINE WHICH PLANT
MATERIALS ARE BEST ADAPTED TO A SPECIFIC SITE. USE TABLES 3.32 -A
AND 3.32 -8 WHICH DESCRIBE PLANT CHARACTERISTICS AND LIST
RECOMMENDED VARIETIES,
2. APPROPRIATE SEEDING MIXTURES FOR VARIOUS SITE CONDITIONS IN
VIRGINIA ARE GIVEN IN TABLES 3.32 -C, 3.32 -D AND 3.32 -E. THESE
MIXTURES ARE DESIGNED FOR GENERAL USE, AND ARE KNOWN TO PERFORM
WELL IN THE SITES DESCRIBED, CHECK TABLES 3.32 -A AND 3.32 -B FOR
RECOMMENDED VARIETIES.
3. A MORE EXTENSIVE DESCRIPTION OF PLANT MATERIALS (GRASSES AND
LEGUMES), THEIR USAGE AND PICTORIAL REPRESENTAION CAN BE FOUND IN
APPENDIX 3.32 -c.
4. WHEN USING SOME VARIETIES OF TURFGRASSES, THE VIRGINIA CROP
IMPROVEMENT ASSOCIATION (VCIA) RECOMMENDED TURFGRASS MIXTURES MAY
ALSO BE USED. CONSUMER PROTECTION PROGRAMS HAVE BEEN DEVISED TO
IDENTIFY QUALIFY SEED OF THE VARIETIES RECOMMENDED BY THE VIRGINIA
COOPERATIVE EXTENSION SERVICE. THESE WILL BEAR A LABEL INDICATING
THAT THEY ARE APPROVED BY THE ASSOCIATION. MIXTURES MAY BE
DESIGNED FOR A SPECIFIC PHYSIOGRAPHIC REGION OR BASED ON INTENDED
USE. SPECIAL CONSIDERATION IS GIVEN TO PLANT CHARACTERISTICS,
PERFORMANCE, ETC.
LIME AND FERTILIZER
LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL TESTS. SOIL
TESTS MAY BE PERFORMED BY THE COOPERATIVE EXTENSION SERVICE SOIL
TESTING LABORATORY AT VPI & SU, OR BY A REPUTABLE COMMERCIAL
LABORATORY. INFORMATION CONCERNING THE STATE SOIL TESTING
LA80RATORY IS AVAILIABLE FROM COUNTY EXTENSION AGENTS. REFERENCE
APPENDIX 3.32 -6 FOR LIMING APPLICATION (IN LBS) NEEDED TO CORRECT
UNDESIRABLE pH FOR VARIOUS SOIL TYPES.
UNDER UNUSUAL CONDITIONS WHERE IT IS NOT POSSIBLE TO OBTAIN A SOIL
TEST, THE FOLLOWING SOIL AMENDMENTS WILL BE APPLIED.
LIME
COASTAL PLAIN: 2 TONS /ACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE
90 LBS. /1000 SO. FT.).
PIEDMONT AND APPALACHIAN REGION: 2 TONS /ACRE PULVERIZED
AGRICULTURAL GRADE LIMESTONE (90 LBS. /1000 SO. FT.)
NOTE: AN AGRICULTURAL GRADE OF LIMESTONE SHOULD ALWAYS BE USED
FERTILIZER
MIXED GRASSES AND LEGUMES: 1000 LBS. /ACRE 10 -20 -10 OR
EQUIVALENT NUTRIENTS (23LBS. /1000 SO. FT.).
LEGUMES STANDS ONLY: 1000 LBS. /ACRE 5 -20 -10 (23 LBS. /1000 SO.
FT.) IS PREFERRED. HOWEVER, 1000 LBS. /ACRE OF 10 -20 -10 OR
EQUIVALENT MAY BE USED.
GRASS STANDS ONLY; 1000 LBS. /ACRE 5 -20 -10 OR EQUIVALENT
NUTRIENTS (23L8S./1000 SO. FT.).
OTHER FERTILIZER FORMULATIONS, INCLUDING SLOW - RELEASE SOURCES OF
NITROGEN (PREFERRED FROM A WATER QUALITY STANDPOINT), MAY BE USED
PROVIDED THEY CAN SUPPLY THE SAME AMOUNTS AND PROPORTIONS OF
PLANT NUTRIENTS.
TABLE 3.31 -8
TABLE 3.31 -A
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
LIMING REQUIREMENT
UED SURVEY SHEET
FOR TEMPORARY SITES
RATES
RECOMM APPLICATION
PH TEST OF AGRICULTURAL LIMESTONE
BELOW 4.2 3 TONS PER ACRE
4.2 TO 5.2 2 TONS PER ACRE
5.2 TO 6 1 TON PER ACRE
SOURCE: VA. DSWC
2. FERTILIZER
SHALL BE APPLIED AS 600 LBS. /ACRE OF 10 -20 -10 (14 LBS. /1000 SO, FT.)
OR EQUIVALENT NUTRIENTS- LINE AND FERTILIZER SHALL BE INCORPORATED
INTO THE TOP 2 TO 4 INCHES OF THE SOIL IF POSSIBLE.
MULCHING
1, SEEDING MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY
SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, STD. AND
SPEC. 3.35 EXCEPT THAT HYDROMULCHES (FIBER MULCH) WILL NOT BE
CONSIDERED ADEQUATE. STRAW MULCH SHOULD BE USED DURING THESE
PERIODS.
2. TEMPORARY SEEDINGS MADE UNDER FAVORABLE SOIL AND SITE CONDITIONS
DURING OPTIMUM SPRING AND FALL SEEDING DATES MAY REQUIRE MULCH.
B. PERMANENT SEEDING SPECIFICATIONS
PLANT SELECTION
1. SELECTION OF PLANT MATERIALS IS BASED ON CLIMATE, TOPOGRAPHY,
SOILS, LAND USE, AND PLANTING SEASON. TO DETERMINE WHICH PLANT
MATERIALS ARE BEST ADAPTED TO A SPECIFIC SITE. USE TABLES 3.32 -A
AND 3.32 -8 WHICH DESCRIBE PLANT CHARACTERISTICS AND LIST
RECOMMENDED VARIETIES,
2. APPROPRIATE SEEDING MIXTURES FOR VARIOUS SITE CONDITIONS IN
VIRGINIA ARE GIVEN IN TABLES 3.32 -C, 3.32 -D AND 3.32 -E. THESE
MIXTURES ARE DESIGNED FOR GENERAL USE, AND ARE KNOWN TO PERFORM
WELL IN THE SITES DESCRIBED, CHECK TABLES 3.32 -A AND 3.32 -B FOR
RECOMMENDED VARIETIES.
3. A MORE EXTENSIVE DESCRIPTION OF PLANT MATERIALS (GRASSES AND
LEGUMES), THEIR USAGE AND PICTORIAL REPRESENTAION CAN BE FOUND IN
APPENDIX 3.32 -c.
4. WHEN USING SOME VARIETIES OF TURFGRASSES, THE VIRGINIA CROP
IMPROVEMENT ASSOCIATION (VCIA) RECOMMENDED TURFGRASS MIXTURES MAY
ALSO BE USED. CONSUMER PROTECTION PROGRAMS HAVE BEEN DEVISED TO
IDENTIFY QUALIFY SEED OF THE VARIETIES RECOMMENDED BY THE VIRGINIA
COOPERATIVE EXTENSION SERVICE. THESE WILL BEAR A LABEL INDICATING
THAT THEY ARE APPROVED BY THE ASSOCIATION. MIXTURES MAY BE
DESIGNED FOR A SPECIFIC PHYSIOGRAPHIC REGION OR BASED ON INTENDED
USE. SPECIAL CONSIDERATION IS GIVEN TO PLANT CHARACTERISTICS,
PERFORMANCE, ETC.
LIME AND FERTILIZER
LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL TESTS. SOIL
TESTS MAY BE PERFORMED BY THE COOPERATIVE EXTENSION SERVICE SOIL
TESTING LABORATORY AT VPI & SU, OR BY A REPUTABLE COMMERCIAL
LABORATORY. INFORMATION CONCERNING THE STATE SOIL TESTING
LA80RATORY IS AVAILIABLE FROM COUNTY EXTENSION AGENTS. REFERENCE
APPENDIX 3.32 -6 FOR LIMING APPLICATION (IN LBS) NEEDED TO CORRECT
UNDESIRABLE pH FOR VARIOUS SOIL TYPES.
UNDER UNUSUAL CONDITIONS WHERE IT IS NOT POSSIBLE TO OBTAIN A SOIL
TEST, THE FOLLOWING SOIL AMENDMENTS WILL BE APPLIED.
LIME
COASTAL PLAIN: 2 TONS /ACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE
90 LBS. /1000 SO. FT.).
PIEDMONT AND APPALACHIAN REGION: 2 TONS /ACRE PULVERIZED
AGRICULTURAL GRADE LIMESTONE (90 LBS. /1000 SO. FT.)
NOTE: AN AGRICULTURAL GRADE OF LIMESTONE SHOULD ALWAYS BE USED
FERTILIZER
MIXED GRASSES AND LEGUMES: 1000 LBS. /ACRE 10 -20 -10 OR
EQUIVALENT NUTRIENTS (23LBS. /1000 SO. FT.).
LEGUMES STANDS ONLY: 1000 LBS. /ACRE 5 -20 -10 (23 LBS. /1000 SO.
FT.) IS PREFERRED. HOWEVER, 1000 LBS. /ACRE OF 10 -20 -10 OR
EQUIVALENT MAY BE USED.
GRASS STANDS ONLY; 1000 LBS. /ACRE 5 -20 -10 OR EQUIVALENT
NUTRIENTS (23L8S./1000 SO. FT.).
OTHER FERTILIZER FORMULATIONS, INCLUDING SLOW - RELEASE SOURCES OF
NITROGEN (PREFERRED FROM A WATER QUALITY STANDPOINT), MAY BE USED
PROVIDED THEY CAN SUPPLY THE SAME AMOUNTS AND PROPORTIONS OF
PLANT NUTRIENTS.
TABLE 3.31 -8
A Y1 5:1 EXISTINGpA
i•''IFi .Y 'I %'j16'I \I:.
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
QUICK REFERENCE FOR ALL REGIONS"
UED SURVEY SHEET
FILTER CLOTH
RATES
PLANTING DATES PLANTING DATES LBS. /ACRE)
SEPT. I - FEB. 15 50/50 MIX OF
70' MIN.
ANNUAL RYEGRASS
COURS E 8COURSE
LOLIUM MULTI- FLORUM
g1
CEREAL (WINTER) RYE 50 -100
SECALE CEREALE)
FEB. 16 - APR. 30 ANNUAL RYEGRASS 60 -100
LOLIUM MULTI- FLORUM
TRAPPING DEVICE
MAY 1 - AUG. 31 GERMAN MILLET 50
SETARIA ITAL €CA)
MULCHING
ALL PERMANENT SEEDING MUST BE MULCHED IMMEDIATELY UPON COMPLETION
OF SEED APPLICATION. REFER TO MULCHING, STD. & SPEC. 3.35.
NOTE:
1. ALL REFERENCES ARE MADE TO THE
STANDARDS AND SPECIFICATION OF THE 1992
VIRGINIA EROSION AND CONTROL HANDBOOK.
70' MIN.
DRIP LINE
UZ
1U
F Zn
z
o
C U
o:
Ln
I
t0
2 X 2 STAKES
AT 4' OC
SECTION A -A
REINF
SECTION B-B
STONE CONSTRUCTION ENTRANCE
NOT T SCALE
NOTE:
DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12"
NOTE:
TREE PROTECTION FENCING SHALL BE PLACED DIRECTLY UNDER
DRIPLINE UNLESS SPECIFICALLY SHOWN ON THE GRADING PLAN
TREE PROTECTION DETAIL TOP
is - 2 NOT TO SCALE
CONSTRUCTION OF A SILT FENCE 1. SET THE STAKES
WITHOUT WIRE SUPPORT)
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND IT
INTO THE TRENCH.
11 -11 i
I ^I
2. EXCAVATE A 4 "X4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES,
i_1_ i -
FLOW I ' - r 4"
J[I
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
FLOW
FIF
SILT FENCE
SHEET FLOW INSTALLATION
PERSPECTIVE VIEW)
I
I
MAX.
A A
LOWI III:
L-
ill_
I
tH
POINTS A SHOULD BE HIGHER THAN POINT B
DRAINAGEWAY INSTALLATION
FRONT ELEVATION)
NOT TO SCALE
CRL
6160 KEMPSVILLE C
NORFOLK. VIRGINIA
757455.5800 FAX 757.4',
verim wireless
1831 RACY COURT
RICHMOND, VA 23222
S-ART P. PATTERSON 4
Lic. No. 41047 a
SRE M.:
KEENE
RAWLAND
SELF SUPPORT
1842 COLES ROLLING RD
SCOTTSVILLE, VA
24590
ALBEMARLE COUNTY
De53W NY
DRAW: .WW
PPAEW: SPP
TTV DATE Bl2IR7
CID". No. TuTrT
SYM4
A Y1 5:1 EXISTINGpA
i•''IFi .Y 'I %'j16'I \I:.
7 ,bOSTING • / ".N. A X40UNTASLE BERM
OPTIONAL)
UED SURVEY SHEET
FILTER CLOTH
GROUND
EXE511
1 8 _ X/ (OPTI
SECTION A -A
REINF
SECTION B-B
STONE CONSTRUCTION ENTRANCE
NOT T SCALE
NOTE:
DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12"
NOTE:
TREE PROTECTION FENCING SHALL BE PLACED DIRECTLY UNDER
DRIPLINE UNLESS SPECIFICALLY SHOWN ON THE GRADING PLAN
TREE PROTECTION DETAIL TOP
is - 2 NOT TO SCALE
CONSTRUCTION OF A SILT FENCE 1. SET THE STAKES
WITHOUT WIRE SUPPORT)
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND IT
INTO THE TRENCH.
11 -11 i
I ^I
2. EXCAVATE A 4 "X4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES,
i_1_ i -
FLOW I ' - r 4"
J[I
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
FLOW
FIF
SILT FENCE
SHEET FLOW INSTALLATION
PERSPECTIVE VIEW)
I
I
MAX.
A A
LOWI III:
L-
ill_
I
tH
POINTS A SHOULD BE HIGHER THAN POINT B
DRAINAGEWAY INSTALLATION
FRONT ELEVATION)
NOT TO SCALE
CRL
6160 KEMPSVILLE C
NORFOLK. VIRGINIA
757455.5800 FAX 757.4',
verim wireless
1831 RACY COURT
RICHMOND, VA 23222
S-ART P. PATTERSON 4
Lic. No. 41047 a
SRE M.:
KEENE
RAWLAND
SELF SUPPORT
1842 COLES ROLLING RD
SCOTTSVILLE, VA
24590
ALBEMARLE COUNTY
De53W NY
DRAW: .WW
PPAEW: SPP
TTV DATE Bl2IR7
CID". No. TuTrT
SYM4 DSCRFTK)N I DATE
Au UED SURVEY SHEET
5
RAAA,,, IER
EXE511
50/15/07
70' MIN.PAYE1
COURS E 8COURSE I g1 AGGREGATE I
I ` DRAINAGETOSSEDIMENT705£DIMENT
MUST EXTEND FULL WIDTH TRAPPING DEVICE
OF INGRESS AND EGRESS
OPERATION PLAN VIEW
SECTION A -A
REINF
SECTION B-B
STONE CONSTRUCTION ENTRANCE
NOT T SCALE
NOTE:
DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12"
NOTE:
TREE PROTECTION FENCING SHALL BE PLACED DIRECTLY UNDER
DRIPLINE UNLESS SPECIFICALLY SHOWN ON THE GRADING PLAN
TREE PROTECTION DETAIL TOP
is - 2 NOT TO SCALE
CONSTRUCTION OF A SILT FENCE 1. SET THE STAKES
WITHOUT WIRE SUPPORT)
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND IT
INTO THE TRENCH.
11 -11 i
I ^I
2. EXCAVATE A 4 "X4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES,
i_1_ i -
FLOW I ' - r 4"
J[I
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
FLOW
FIF
SILT FENCE
SHEET FLOW INSTALLATION
PERSPECTIVE VIEW)
I
I
MAX.
A A
LOWI III:
L-
ill_
I
tH
POINTS A SHOULD BE HIGHER THAN POINT B
DRAINAGEWAY INSTALLATION
FRONT ELEVATION)
NOT TO SCALE
CRL
6160 KEMPSVILLE C
NORFOLK. VIRGINIA
757455.5800 FAX 757.4',
verim wireless
1831 RACY COURT
RICHMOND, VA 23222
S-ART P. PATTERSON 4
Lic. No. 41047 a
SRE M.:
KEENE
RAWLAND
SELF SUPPORT
1842 COLES ROLLING RD
SCOTTSVILLE, VA
24590
ALBEMARLE COUNTY
De53W NY
DRAW: .WW
PPAEW: SPP
TTV DATE Bl2IR7
CID". No. TuTrT
SYM4 DSCRFTK)N I DATE
Au UED SURVEY SHEET 9/05/07
RAAA,,, IEREWrNARV ZOHRM; DWGS 50/15/07
R II PW'SF SUBurRAL 10 29 07
11 PWSE SUBMITTAL
EVD TIER 11 PWSF SUSMT AL 02/15/08
EYD TIER 11 PWSF SUBMITTAL 03/03/08
NAME
EROSION AND
SEDIMENT CONTROL
DETAILS &
SPECIFICATIONS
C-2C Ito
TOP OF TOWER APPURTENANCES (LIGHTNING ROD)
ELEVATION = [669.0't] ANSL
TOP OF MM / TOP OF A
ELEVATION (667.0'3] AYSL - - - -
0r
NOT TO SCALE
18' MAX
3) NEW VERIZ WIRELESS FLUSH MOUNTED PANEL ANTENNAS
ELEVATION = [99' -9't] A.G.L. - - - - -
E
WD BOLT HEIGHTS.
12" MAX
FACE OF NEW ANTENNA'.
PP. OF 3)
I
I
4
FACE OF NEW MONOPOLE
I ENLARG VIEW
C -3 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 ANTENNAS - ANPHENOL ANTEL
MODEL BXA- 185085 J 12
DIMENSIONS - 72.22 - (H) X 6.D6 X 4.13 - (D)
TOWER BOLTS
TYP)
a
2 ENLARGED VIEW
C -3 NOT TO SCALE
NOTES
1. NO COMMERCIAL ADVERTISING MATERIAL WILL BE USED IN
CONJUNCTION WITH THE NEW TOWER.
2. REGARDLESS OF THE LUMENS EMITTED, EACH OUTDOOR LUMINARE
SHALL BE FULLY SHIELD AS REOUIRED BY SECTION 4.17 BY THE
ZONING SUPPLEMENT 130, 10- 13 -04,
3. TOWER AND ALL OTHER ASSOCIATED EQUIPMENT TO BE PANTED
SHERWIN WILLAYS MATTE JAVA BROWN' 16090.
4. BASE OF TOWER NOT TO EXCEED 30' DIAMETER AND TOP NOT
TO EXCEED 18' DIAMETER.
5. NEW SHELTER TO HAVE AN AGGREGATE FINISH,
6. ALL VERTICAL COAXIAL CABLES WILL BE RUN INSIDE OF THE
MONOPOLE.
BEGI o POLE 7. LIGHTNING ROD WILL NOT EXCEED 2' ABOVE THE TOWER AND
ON = (565' -1" WILL BE I' DANNSL
TOP OF FOUNDATION
101N = [56 -9"_! ANSL
i1 GRADE *TOW AkM
1TION - j564' -3"t] AN
6160 KEMPSVILLE CIRCLE
NORFOUC, VIRGINIA 23502
757455.5500 FAX 757- 455.5638
verim wireless
1831 RADY COURT
R•CHUOND, VA 23222
of y \1
d 4
L 1c. No. 41 D47 a
Srm NFo_
2=22m
RAWLAND
SELF SUPPORT
1842 COLES ROLLING RD
SCOTTS/iLLE, VA
24590
ALBEMARLE COUNTY
DMM4: AW
RRAW: SPP
TTV DATE, s12I.7
o SSUED SURVEY S>E£T 9/05/07
REUMINARY ZONING DWCS 10 wo7
S TIER P PNSF SUBMITTAL 10 29 07
i i£R N RNSF SUBMITTAL 10 29 07
A EYD PER H PNSF SUBMITTAL 02/15/08
EVO TIER 0 PWSF SUBMITTAL 03/01/08
ELEVATION
MEIN
f
COARSE AGGREGATE
M LAYER OF MIRAFI HP570
NTHETIC. EXTEND 2' BEYOND TOE
GREGATE SLOPE, ALL AROUND
J j
6' MINIMUM COMPACTED
SUBGRADE
SECTION - COMPO AREA
NOT TO SCALE
NC.57 COARSE AGGREGATE
3" MINIMUM)
REMOVE ORGANIC MATERIAL
EXISTING 1 1/2" PER 6' OGFISLOPE
III)GRADE
1" MIN, ABOVE
EXISTING GRADE
12'-0"
1 1/2" PER 6' OF SLOPE
5 1l2"
RO
MINIMUM
AT CWN I —
ice: l 1--
GEOTEXTILE FABRIC
WHERE REQUIRED.
EARTH WORK SUBGRADE COMPACTION & SELECT GRANULAR FELL VERIFY WITH CONSTRUCTION
MANAGER PRIOR TO BID
OA CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE
CONSTRUCTION SITE AND ROADWAY AREAS. THE CONTRACTOR SHALL COMPLY
WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT
WHEN NECESSARY PREPARED FOR THIS SITE FOR SITE WORK PREPARATION &
FOUNDATION WORK. AS A MINIMUM THE TOP 3" OF GRADE SHALL BE REMOVED.
THE EXPOSED SUBGRADE COMPACTED, GEOTEXTILE FABRIC AS REQUIRED FOR
UNSTABLE SOIL CONDITION.
ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 957 COMPACTION AT
A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1557 OR WITHIN PLUS
OR MINUS 3% OF OPTIMUM MOISTURE CONTENT.
TYPICAL ACCESS ROAD CROSS SECTION
NOT TO SCALE
6' -0" VARIES - SEE P',,Mq --- - 8'_0 Ip —+ I
i LlAr POST
I Typ I
COMPOUND FENCE DETAIL
QENERAL NOTES:
1, INSTALL FENCING PER ASTM F -567
2. INSTALL SWING GATES PER ASTM F- 900
3. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT
SHALL BE COMPLIED IF REQUIRED,
6. USE GALVANIZED (OR BETTER) NUTS, BOLTS AND WASHERS TO
MOUNT ALL SIGNS (SECURED THROUGH FENCE BOARDS).
6160 KEMPWLLE
NORFOLK VIRGINL
7574SSSB00 FAX 757-
i -
iACILITY Veriest wirelessiQz
1831 RADY COURT
RICHMOND. VA 23222
NO SCALE
REFERENCE NOTES:
OCORNER, END OR LINE POST: 4" X 4' TREATED LUMBERSPACINGFORLINEPOSTSIS8' -0" CL TO CL MAX.
OTOP RAIL & BRACE RAIL: 2' X 4' TREATED LUMBER
O1" (NOMINALI X 6" - 8' DOG EARRED FENCE BOARDS.
CEDAR PREFERRED. #1 TREATED ACCEPTABLE.
1 1/2" MAXIMUM CLEARANCE FROM GRADE.
O2' FINISH OR AS DETERMINED BY CONSTRUCTIONMANAGERDURINGBIDWALK.
4' COMPACTED 95% BASE MATERIAL OR AS DETERMINED BY
CONSTRUCTION MANAGER DURING BID WALK.
OFINISH GRADE SHALL BE UNIFORM AND LEVEL.
8 DUCK BILL OPEN CATE HOLDER. VERIFY LOCATIONINFIELDPRIORTOINSTALLATION, TYPICAL BOTH
SIDES OF GATE.
GEOTEXTILE FABRIC
O GATE HARDWARE, MANUFACTURER NOT SPECIFIED AT THIS TIME.
1 POST: CONCRETE FOUNDATION (2000 PSI)
fSTUART P, ATTE ON z
Lic. No. 41
a
KEENE
RAWLAND
SELF SUPPORT
1842 COLES ROLLING RD
SCOTfSVILLE, VA
24590
ALBEMARLE COUNTY
ff"11
11 t
DESIc k m
DPAWN: AW
PEVPW. sm
COMM. NO.
SUBMrFTALS
SYM.1 DESUtPf10N
0 15SUEO SURJEY SH££7
i PRELIMINARY 20NWG DWGS
2 ER It PNSF SUBuITTAL
T TIER II PWSt' SUBMITTAL
3 EVD TIER P PWSF SUBMITTAL
REVO TIER It PNST SUBMITTAL
SHEEP N PIE
CML
DETAILS
4 ENLARGED COMMERCIAL ENTRANCE DETAIL
C -4 FOR 24" X 36' PLOT - I" = 10' 0 10' 20'
FOR 11' X 17' PLOT - 1' = 20'
I -4'S I
EXISTING
PROPOSED RESIDENTIAL
WIDENING OF J ASPHALT
EXISTING ENTRANCE
ENTRANCE
N
0' MIN
E 5,R 25.0' N,ti
MG
31 .5 ZcaFs
40.
R0: ukc ROAD —
Z _
DESIc k m
DPAWN: AW
PEVPW. sm
COMM. NO.
SUBMrFTALS
SYM.1 DESUtPf10N
0 15SUEO SURJEY SH££7
i PRELIMINARY 20NWG DWGS
2 ER It PNSF SUBuITTAL
T TIER II PWSt' SUBMITTAL
3 EVD TIER P PWSF SUBMITTAL
REVO TIER It PNST SUBMITTAL
SHEEP N PIE
CML
DETAILS
4 ENLARGED COMMERCIAL ENTRANCE DETAIL
C -4 FOR 24" X 36' PLOT - I" = 10' 0 10' 20'
FOR 11' X 17' PLOT - 1' = 20'
I -4'S I
3' -8 1/8"
r - - - -- --- -- -- -- -------- - - - --
I i
j - SCROLL FAN EXHAUST P j
t ; ELBOW W /SNAP IN SCREEN I
I
I I
L STANDARD I
LOCATION/
SHIP LOOSE
p I 1
I I I
E
4" WALL THIC ESS
I
I ID
co
rn
ELEVATION C 11 314
IAV
11 3/4'
NOTE:
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.
SHELTER ELEVATIONS
20' -1 3/4"
r - - -------- ---- ----- ---
1 I
I I
1 I
f XI
3'-8 1/8"
I I
10/15/07
j 5-9 3/8" j
I
I 1
i
r -------------------------- ----- ---- -- -
t
f €
i 2" SERVICE ENTRY €
5.
I
t
I
I
1
J
i
i
BUILDING WILL HAVE A DARK BROWN, AGGREGATE STONE FINISH.
1
I
I
v
I
i
I
I
I
1
1
I
WR
I
IR
o
fl R I
IyO Y Y I
L
ELEVATION A
20' -0°
NOTE:
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.
SHELTER ELEVATIONS
ELEVATION B
13' -4" MAX
12' -0"
5' -9 3/8"
I
E
I
I
I
mmme =_ e ® mm m= I
i
I
1 I
i I
C_________.____-- ___ - -
B D
ELEVATION D
A
ELEVATION KEY 11' -6 7/8"
SHELTER NOTES
1. DESIGN CRITERIA:
FLOOR LIVE LOAD
ROOF LIVE LOAD
SNOW LOAD
GROUND SNOW LOAD, P
FLAT ROOF SNOW LOAD, Pf
SNOW EXPOSURE FACTOR, C.
SNOW LOAD IMPORTANCE FACTOR, !
THERMAL FACTOR, C
WIND LOAD
BASIC WIND SPEED, V
WIND IMPORTANCE FACTOR, /
BUILDING CATEGORY
WIND EXPOSURE CATEGORY
INTERNAL PRESSURE COEFFICIENT
SEISMIC LOAD
SEISMIC USE GROUP
SPECTRAL RESPONSE COEFFICIENTS
SAS
SITE CLASS
SDI
SEISMIC BASE SHEAR, V
BASIC SEISMIC - FORCE - RESISTING SYSTEM
ANALYSIS PROCEDURE
150 PSF
30 PSF
20 PSF
14 PSF
1.0
1.0
1.0
90 MPH
1.0
I
C
0.18
0.28
0.11
D
0.056 W
BEARING WALL -
ORDINARY REINFORCED
CONCRETE SHEAR
WALLS
EQUIVALENT LATERAL
FORCE PROCEDURE
2.THE SHELTER IS TO BE CLASSIFIED AS USE GROUP U, TYPE IIB
r - - -------- ---- ----- ---
1 I
I I
1 I
f XI
I I
10/15/07
j 5-9 3/8" j
I
I 1
i
0
t
f €
i 2" SERVICE ENTRY €
5.
ANY PROPERTY LINE, INTERIOR LOT LINE OR ANY OTHER BUILDING,
ELEVATION B
13' -4" MAX
12' -0"
5' -9 3/8"
I
E
I
I
I
mmme =_ e ® mm m= I
i
I
1 I
i I
C_________.____-- ___ - -
B D
ELEVATION D
A
ELEVATION KEY 11' -6 7/8"
SHELTER NOTES
1. DESIGN CRITERIA:
FLOOR LIVE LOAD
ROOF LIVE LOAD
SNOW LOAD
GROUND SNOW LOAD, P
FLAT ROOF SNOW LOAD, Pf
SNOW EXPOSURE FACTOR, C.
SNOW LOAD IMPORTANCE FACTOR, !
THERMAL FACTOR, C
WIND LOAD
BASIC WIND SPEED, V
WIND IMPORTANCE FACTOR, /
BUILDING CATEGORY
WIND EXPOSURE CATEGORY
INTERNAL PRESSURE COEFFICIENT
SEISMIC LOAD
SEISMIC USE GROUP
SPECTRAL RESPONSE COEFFICIENTS
SAS
SITE CLASS
SDI
SEISMIC BASE SHEAR, V
BASIC SEISMIC - FORCE - RESISTING SYSTEM
ANALYSIS PROCEDURE
150 PSF
30 PSF
20 PSF
14 PSF
1.0
1.0
1.0
90 MPH
1.0
I
C
0.18
0.28
0.11
D
0.056 W
BEARING WALL -
ORDINARY REINFORCED
CONCRETE SHEAR
WALLS
EQUIVALENT LATERAL
FORCE PROCEDURE
2.THE SHELTER IS TO BE CLASSIFIED AS USE GROUP U, TYPE IIB
RATE
CONSTRUCTION PER THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE.
SSUEO SUWE:y SHEET
EFFECTIVE NOVEMBER 16, 2005.
3.THIS SHELTER IS TO BE DESIGNED AND CONSTRUCTED IN COMPLIANCE
10/15/07
WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, EFFECTIVE
B PWSr SUBMOTAL
NOVEMBER 16, 2005.
4-BUILDING WILL BE PLACED ON CONCRETE PIERS.
5.BUILDING SHALL BE LOCATED THREE FEET (3' -0 ") OR MORE FROM
ANY PROPERTY LINE, INTERIOR LOT LINE OR ANY OTHER BUILDING,
OD 6.BUILDING WILL HAVE A DARK BROWN, AGGREGATE STONE FINISH.
NOT TO SCALE
6160 KEMPSVILEE CIRCLE
NORFOLK, VIRGINIA 23502
757. 455 FAX 757.455.5638
verizw wireless
1831 RADY COURT
RICHMOND, VA 23222
OF
STUART P. PATTE SON z
8 Lic, No. 41047 a
1 \ FSS ONA
SITE "0.:
KEENE
RAWLAN D
SELF SUPPORT
1842 COLES ROLLING RD
SCOTTSVILLE, VA
24590
ALBEMARLE COUNTY
DESIGN: ln'
DRAWN: NW
RPdEH: SM
TIV DAT1: Wbt7
Sm.DESCP.FTIDN RATE
o SSUEO SUWE:y SHEET 9/05/07
ELIMIRkW ZONING DWGS 10/15/07
ATIER B PWSr SUBMOTAL 10 29 07
A mER 0 PWSF SuBMRTAL 10 29 07
A4 EVO TIER 9 "SF SUBMITTAL 02/15/08
A D TIER N PWSF SUBMITTAL 03/03/08
SHELTER
ELEVATIONS
Iw -A -i'I
Attachment B
QerY 2002 Commonwealth of Virginia March 18, 2008
Tot &f 4AMV POt .0& It
akk. M"& - tee
V
14':
T
T
291
16'
OU i
WE SOL6 A
OIA 0, 0
77
1%
Opp
achment C
1
L L . L
f
d
zF.
Ii.Y k`'. 14, E t 'f'.M1•1
Attachment C
RIP
1
Attachment C
Tb of .Ii ntD o(e aY -
C , o , f , C at
a re ferer.a 4reQ
GREEN MOUNTAINCOUNTRYSTORE
71
r
1 WE
ZIA-
WA". r + .e , w
Attachment C i.
ALg
f x1,
IRGII`
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, Room 227
Charlottesville, Virginia 22902 -4596
Phone (434) 296 -5832 Fax (434) 972 -4126
Mach 17, 2008
Verizon Wireless
C/O Stephen Waller, AICP
536 Pantops Center Pmb 320
Charlottesville, Va 22911
RE: ARB2008 -00009 Gentry Property (Verizon Wireless) Tier II
Tax Map 121 Parcel 89
Dear Mr. Waller:
The Albemarle County Architectural Review Board reviewed the above noted item at its meeting on Monday,
March 3, 2008. The Board unanimously approved the request, pending staff administrative approval of the
following conditions:
1. Revise all applicable drawings to indicate that the top elevation of the monopole will be 7' above the
top of the reference tree.
2. Provide verification from a certified arborist that the proposed removal of 5 existing trees, the
proposed fill grades, and digging required to install the concrete piers and generator pad will not be
detrimental to the health of any trees designated to remain. Provide a tree conservation plan with
measures proposed that would limit impacts of this proposal on all existing trees designated to
remain. Include any additional recommendations from the arborist for maintaining the health of the
trees on the drawings.
3. Revise the application plan to indicate the location and type (overhead /underground) of electrical
service to the proposed Personal Wireless Service Facility.
4. Revise all applicable drawings to reflect the correct elevation for the top of the reference tree.
5. Revise all applicable site plan drawings and the Tree Count Table on Sheet C -1A Enlarged Site
Survey to correctly identify the total number of existing trees that are to be removed.
6. Revise annotation on Sheet C -3 Elevation View to reference the top elevation of the proposed
antennas, using units of measure expressed as AMSL (above mean sea level).
7. Revise Sheet A -1 Shelter Elevations to include the note: All proposed lighting is for temporary
maintenance and security use only.
Please provide:
1. Two full sets of revised drawings addressing each of these conditions. Include updated ARB revision
dates on each drawing.
2. A memo including detailed responses indicating how each condition has been satisfied. If changes
other than those requested have been made, identify those changes in the memo also. Highlighting
the changes in the drawing with "clouding" or by other means will facilitate review and approval.
3. The attached "Revised Application Submittal" form. This form must be returned with your revisions to
ensure proper tracking and distribution.
When staff's review of this information indicates that all conditions of approval have been met, a Certificate of
Appropriateness may be issued.
Attachment D f
If you have any questions, please do not hesitate to contact me.
Sincerely,
Brent Nelson
Landscape Planner
Cc: Cellco Ptnrship DBA Verizpn Wireless
C /O) Leclair -Ryan
123 East Main Street, 8th Floor
Charlottesville, Va 22902
Clark — Nexsen
5510 Cherokee Ave Suite 110
Alexandria Va 23312
Gentry, Dallas Or Emma
1842 Coles Rolling Road
Scottsville Va 24590
Gerald Gatobu, Zoning and Current Development
ARB File