HomeMy WebLinkAboutARB202000057 Plan - Revision 2020-04-16BROOKHILL - BLOCK 9
ARB PLAN
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
Rio
SIT
1" 2001
kR.LLINS
SCOT�Z
Lic. No. 035791 ,1;,
4116/20
IONAL
GENERAL NOTES �a /
OWNERS: TMP 04600-oo-oo-oigB4 Pot
CROCKETT OR
C/O HAUGH & HENTION
GRpUNpSRpgD z
435 PARK ST Lu
CHARLOTTESVILLE, VA 22901
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DEVELOPER: RIVERBEND DEVELOPMENT, INC. \ I I I z U
455 SECOND STREET SE, SUITE 400 1 1 1 1 0
CHARLOTTESVILLE, VA 22903 1 I
ENGINEER: COLLINS ENGINEERING �-- U
1 1 r W V � �-, Y Y-y-�,-y-ly- Y-, ,"�-,-,-,rf-, LU cn -i
20o GARRETT ST SUITE K I I I I � � � ® Z CO LUCHARLOTTESVILLE, VA 22902 Q
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TAX MAP: 04600-oo-oo-olgB4 I I I I a : - ♦ / ° �
D.B. 5011, PG.17o I I I 1 I �" / \ - - - -------------------------------------------------------------------------------------------------------------------------------- ~ > z Q
162.75 ACRES = I I 11 ._•���� T \� -- LU w
I I I A i a
TOTAL PROJECT AREA: o4600-oo-oo-oigB4-162-75AC. (PORTION OF) i I \♦♦ ��\ Sheet List Table ~ C,
BLOCK AC I / Ln
9 -1o. 99 ����� �l ♦v♦ �� LU
Sheet Number Sheet Title w
Uj PROPOSED USE: 33 TOWNHOUSE (VILLA) UNITS 1 1 AV �;'� \ vi ' 1 COVER �
\ I \ I `
ALLOWABLE DENSITY: BLOCK g: 1g UNITS (MIN.) TO S7 UNITS (MAX.) Jf i i I \\ \ I N, I 1A PROFFERS
PROPOSEDROUTE29BUFFER
PROPOSED DENSITY: BLOCK g: 33 UNITS soo'wIDEBUFFER ♦♦ ;' iB PROFFERS
I I (70' NATURAL UNDISTURBED BUFFER +
I 30' PLANTED/REFORESTED BUFFER)
z
REQUIRED SPACE: CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE I I 1 1 � i '� ""\ , , \ , , OVERALL MASTER PLAN
Bg o 1 1.8 ACRES o 2.8 ACRES 4.6 ACRES
— l 13 OVERALL BLOCK PLAN
OPEN SPACE PROVIDED: CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE I �\ W \\ \ EXISTING CONDITIONS
Bg o z. ACRES o. ACRES 2. ACRES 1 ACRES I I A OPEN SPACE ♦� � M I, I \ 4
5 LAYOUT PLAN
I I V Q j o v__ y
BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. I I 1 I LU�•:\� �.---- o 0
MAXIMUM-3 STORIES I 4o FEET I I I I �� \ �) "• �� l 6 UTILITY PLAN LUCD CD
I I 1 I A <
Z w \ \ �.' "" �♦ 7 GRADING &DRAINAGE PLAN o
SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL - BLOCK TO BLOCK 1 1 I 1 I ♦ \ _ _ N
FRONT SETBACK: 8' MIN. & z5' MAX. 1 1 I I
5 9 � •"-•.: • � — _ _ � ; �•"•."' 8 LANDSCAPING PLAN
PORCH SETBACK: 5' MIN & 25' MAX. I I \
SIDE SETBACK: 5' MIN & NO MAX. I I 1 I z a 9 LANDSCAPING PLAN
SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX. I I I I \ _ o m v A —�'� r _ ` ♦ / w _
I I v\ Y y \, "" y , / io SITE SECTION MAP
W
REAR SETBACK: 10' MIN. & NO MAX. I I _ o p �1 EXTENSION OF STELLA LANE TO ASHWOOD
GARAGE SETBACKS: 18' MIN. I I I I fifi �m r ,� '`; r ♦\ `�
BOULEVARD TO BE COMPLETED (UNDER A\\\,\ 11 SITE SECTION PROFILES
I I Z m SEPARATE SET OF PLANS IN ACCORDANCE �,
SUBDIVISION STREETS: CURB &GUTTER 1 I I I `� WITH THE APPROVED BROOKH ILL PROFFERS. = 13 TOTAL SHEETS
WATERSHED: SOUTH FORK RIVANNA RIVER I I \
I I 1 1 LOT LOT ` ♦ —� �, , — ♦ r
AGRICULTURAL/FORESTAL DISTRICT: NONE I 1 I I I i' LOT LOT �` \
L9
TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN 1 I I I' - --- , �, \♦\ PROPOSED GREE AY"
SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. 1J OPEN SPACE
BOUNDARY INFORMATION WAS COMPILED BY LINCOLN I— - ' ` _ _--� \•". : \ \
SURVEYING ON MARCH 7, 2015. FIELD VERIFIED BY COLLINS IQ
ENGINEERING IN NOVEMBER OF 2019.
F:: = M
DATUM: NAVD 1988
IW �� LOT 6
1 I �- �� , v A -
EXISTING VEGETATION: MOSTLY WOODED. I"J I ', ,' ��♦�Al� , � �v 1 7
lO F: LOT 7
1 �\\ ----- y r-------
PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN IZ I I , , , \\\ �•)
WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING I
CONDITIONS SHEET FOR LOCATIONS. LOT Lors
I� I � �; � � .� , _, • ' I FLORA DRI �
PROPOSED PUBLIC ROAD �, LEGEND CV
LIGHTING: NO LIGHTING IS PROPOSED. i� J 1 I �\ \ I LOT3z 1 .- -,- , : — 49 PUBLICR�w �`�\\ \ ROADS
PHASING: THIS BLOCK SHALL BE DEVELOPED AS ONE (1) PHASE 1 0) m I I �' /
� N � I � � ' LOT3� �; � .: — , I-- � ��� '� FUTURE ROAD EXTENSION i, EXISTING CULVERT > M
W
RECREATION: UPLAND PARK (CIVIC SPACE #2) I -- 1 I (UNDER DIFFERENT SET OF PLANS) CULVERT
i. OUTDOOR PLAZA AND MEETING AREA IW (Y I I \\ 1 __ T , �' ♦ \ \1 LIJ
LOT I � � m „=
J
z. TOT LOT PLAYGROUND AREA♦♦ DROP INLET & STRUCTURE NO.
3. OPEN RECREATIONAL AREA i� \ I �\ I _I . = 9 , ` ♦ ii Z1
-1 I Z J Q
4. HARD SURFACE PLAY COURT SUCH AS A BASKETBALL COURT, O `� 1 1 �\ � -_, '.� � �� � I ' —_ ��\\ \ ,�/ � ��\ �� CURB \
TENNIS COURT, OR SPORT COURT 1 I
\ \` /
MINIMUM SPACES FOR PARKING I� I LOTz I \\\
5' S-��� '� ,, � � : , � � � � ♦e `� _� CURB &GUTTER �
6. TRAIL CONNECTION TO THE GREENWAY TRAILS 1 1 , - �_ A 1 '_�--� °Ra R � W
IC%1 I— - A o _ LOT 1� 1- _ _ qR. wsFo RgNF ' 0 PROPOSED PAVEMENT V '
BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE i� I \ I LOTz8 a �° n , I ` oTHPR/�TFR \
I . - o O z _----- _ qTF °qo t \ \ ; EC-3A DITCH ~
REQUIREMENTS OF SECTION 4.z.10FTHE ALBEMARLE COUNTY =ter, •. '--_�--� �R�w \ 0
ZONING ORDINANCE.L9
n - 'I ' LOT 12 'i' i - - ` DEPTH OF EC-3A DITCH � ( l W
BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF
THIS BLOCK AREA. 1 _----- - / ' --- Q
\. LOT \ \ ♦ EC-2 DI TCH O
I I Z O
B \ � � � U
FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID/`�
DEPTH OF EC-2 DITCH U
51003Co28oD DATED FEBRUARY 4, 2005. IN ADDITION, A DAM I 1 1 I \ LOTi
BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE
SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED 1 1 I I ; LOTzs ` `/ I \� ` ,/ ' EARTH DITCH W
UPSTREAM OFTHE PROPERTY. j j 1 I I I
1 1 I I —_- � I i LOT
I I I LOT 24 _----_ �� ,� \ DRIVEWAY CULVERT LLI
LANDSCAPING: A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL SITE PLAN IN ��__--�
ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 1 1 I I - y . BENCH MARK
3 7.9• I I �_---_--- LOTi6 o OPEN SPACE i , \ +
z. STREET TREES ARE INCLUDED WITH THE LANDSCAPING I I � � ___ I � z mo � �
DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE I I I I LOTz \ y�� / \P09 / \ / �'
/ CLEARING LIMITS U)
ROADWAYS. � I I 1 1 i \ ', I 3 � LOTi7 �\ �` �� q yL O�e��cs� � /. � - - - - - - - - - -
i OTzz O CCUl
LAND AREAS: OPEN SPACE: o.95 ACRES (8"6%) I I 1 1 r:. \ 2 O�Qo Q�e p F VDOT STANDARD STOP SIGN
0 I I �i i QUO 6ti ' i ROp p U J
LOTS: 3.o1ACRES (27.4%) I I LOTis v o p .'
ROW DEDICATION: 1.67ACRES (15.2%) I I 1 I V. li �� -� r aR�Ri���/� W
. 1 _�9SFop'9p - goo---- --- -- EXISTING CONTOUR
LOT 22- Iy 0
PROPOSED IMPERVIOUS AREAS: ROADS & SIDEWALK: 58,532 SF I I j LOT �� °qo
\ •, � ` ' PEN SPACE 20o PROPOSED CONTOUR
BUILDINGS, PATIOS/DECKS: 65,377 SF I I E — �.�/
DRIVEWAYS: 17 933 5� I I 1 1 \, e LOTzo - _ _ _ �� ' ,' 240.55 PROPOSED SPOT ELEVATION L.L
TOTAL IMPERVIOUS AREAS: 141,842 5� (3.26 ACRES) I I I I I ♦♦ I \ oPE=SPACE \ ,
I I `\'-_------ ---�---' TBC DENOTES TOP/BACK OF
I I I I ♦ - _ _ ` CURB T/B DENO TES TOP OF
RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE I 1 1 I ♦��--- ♦--� ./ �. BOX I_LI
GRADING & DRAINAGE PLAN FOR WALL LOCATIONS. 1 I I I PROPOSED GREE AY
TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.
I I 1 1 I � ♦',
I I PROPOSED GREE AY
I I
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I I
I I 1 ♦ LU
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I I 1 1
I LU
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SHEET LAYOUT
SCALE: 1" = 80'
JOB NO.
182150
SCALE
1 "=80'
SHEET NO
1
Original Proffers
Amendment X
Brookhill
PROFFER STATEMENT
Date: April 18, 2019
ZMA No. 201800011 Brookhill
Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600-
00-00-019A2, 04600-00-00-019B1, 04600-00-00-019113, and 04600-00-00-019B4
Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO
This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA
201500007, approved on November 9, 2016.
Owner(s) of Record: CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES
R. HAUGH, & E. J. OGLESBY, JR., TRUSTEES; CROCKETT CORPORATION, a VIRGINIA
CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON
CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC
Approximately 277.5 acres zoned NMD (Neighborhood Model District)
CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel
04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of
Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map
Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600-
00-00-019A1, 04600-00-00-019A2, 04600-00-00-019113, and 04600-00-00-019B4; all of the owners of
such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the
"Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and
CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. The Property is the
subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for
a project known as "Brookhill"(the "Project"), which includes the application plan prepared by Collins
Engineering entitled, "Brookhill Neighborhood Model District (NMD) Application Plan," last revised
September 16, 2016 (the "Application Plan"), and a Code of Development entitled the `Brookhill
Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County
Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of
Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions
as set forth in either the Code of Development or the Application Plan.
Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers
the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district
identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner
acknowledges that the conditions are reasonable.
1. Transportation Improvements.
A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department
of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane
improvements, including improvements to the horizontal alignment, vertical alignment and cross-
section of Polo Grounds Road ("Polo Grounds Road Improvements"). The Polo Grounds Road
Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as
of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks
and Civic Spaces shall be conveyed to and maintained by the Owner's Association.
3. Cash Proffer for Capital Improvements Proiects.
A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number
of units that are allowed by right under the zoning in existence prior to the approval of this ZMA
2015-007 for the purposes of addressing the fiscal impacts of development on the County's public
facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the
purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning
is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling
unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable
Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven
Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family
detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the
Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate
single family units shall begin after the issuance of a CO for the 269th single family dwelling unit
and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions
for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty-
seven and 57/100 Dollars $5 447.57 other than a constructed For -Sale Affordable Housing Unit
( ) g
or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The
cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred
Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing
Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4.
4. Affordable Housing.
The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential
units constructed on the Property. For example, if one thousand (1000) total units are constructed in the
Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer
4 subject toparagraph 4C. The Owner or its successors in interest reserve the right to meet the affordable
J
housingobjective through a variety of housing es including but not limited to for sale units rental units
J g Y g types, g ,
accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly
described in sections 4A, 4B and 4C below.
A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units,
(defined below) shall be approved by the Albemarle County Housing Office or its designee. "For -
Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which
households with incomes less than eighty percent (80%) of the area median income may qualify,
and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time
homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty
(120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The
one hundred twenty (120) day period shall commence upon written notice from the Owner that the
unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior
to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the
County or its designee may then have thirty (30) days within which to provide a qualified purchaser
for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a
qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right
to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carriage
Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable
Units.
Page 5of11
depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the
issuance of a building permit ("Permit") for the first (18) dwelling within the Project, and the Phase
I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i)
a Permit for the fiftieth (50') dwelling (other than an Assisted Living, nursing home, rest home or
convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a
multi -family dwelling within the Project. Phase IV, as depicted on the Traffic Phasing Plan, shall
be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling,
Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the
Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable
VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds
Road Improvements shall be determined to be substantially completed by: i) the Albemarle County
Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction
bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete.
Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander
tunnels, shown conceptually in Figure B, ("Salamander Crossing Exhibit"). Maintenance of the
salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be
established and approved by VDOT during the VDOT review of the road plans for the Polo
Grounds Road Improvements.
B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall
construct all intersection and turn lane improvements along Route 29, conceptually depicted on the
Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection
Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth
(50th) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility)
within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling
within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be
designed and constructed to applicable VDOT standards, including, without limitation, VDOT's
Geometric Design. The Route 29 Intersection Improvements shall be determined to be
substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are
constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official
otherwise confirms that they are substantially complete.
C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary
construction easement and maintenance agreement approved by the County, the Owner shall
construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and
landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard
Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall
be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the
five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living,
nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th)
Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall
have completed the Ashwood Boulevard Connection prior to the completion of the western
extension of Ashwood Boulevard to Berkmar Drive Extension.
Until such time as the County determines to submit the Ashwood Boulevard Connection for public
dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of
the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement
and maintenance agreement that is acceptable to the County prior to approval of road plans for
Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the
County -owned right-of-way at such time as the County determines to submit the Ashwood
Page 2 of 11
B. For -Rent Affordable Housine Units.
(1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks
qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall
not exceed the then -current and applicable maximum net rent rate approved by the
Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent
0
for each For -Rent Affordable Housing Unit may be increased u to three percent 3 /o .
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For purpose of this Proffer 4B, the term "net rent" means that the rent does not include
tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing
Units may not exceed the maximum rents established in this paragraph 4B shall apply for
a period of ten (10) years following the date the certificate of occupancy is issued by the
County for each For -Rent Affordable Housing Unit, or until the units are sold as low or
moderate cost units qualifying as such under either the Virginia Housing Development
Authority, Farmers Home Administration, or Housing and Urban Development, Section 8,
whichever comes first (the "Affordable Term").
(2) Conveyanceance of Interest. All deeds conveYlp any interest in the For -Rent Affordable
Housing Units during the Affordable Term shall contain language reciting that such unit is
subject to the terms ofparagraph 4B. In addition all contracts pertaining to a conveyance
J � P g Y
of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term
shall contain a complete and full disclosure of the restrictions and controls established by
this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any
For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner
shall notify the County in writing of the conveyance and provide the name, address and
telephone number of the potential grantee, and state that the requirements of this paragraph
4B(2) have been satisfied.
(3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each
rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner
shall provide to the Albemarle Count Housing Office a co of the rental or lease
p Y g copy
agreement for each such unit rented that shows the rental rate for such unit and the term of
the rental or lease agreement. In addition, during the Affordable Term, the then -current
Owner shall provide to the County, if requested, any reports, copies of rental or lease
agreements, or other data pertaining to rental rates as the County may reasonably require.
C. Cash in lieu of Constructing Affordable Dwelling Units.
In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the
total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the
affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five
Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner
shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County,
if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments;
after an inspection and prior to the issuance of approval of a CO for each of the two hundredth (200th), five
hundredth (500th), eight hundredth (800th), and one thousandth (I000th) dwelling unit within the Project.
The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as
noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market
Rate and Affordable Housing Units.
5. Cost Index.
Page 6 of 11
Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be
determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or
ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for
dedication, or iii) a VDOT official otherwise confirms that they are substantially complete.
D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner
shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title
to a parcel of land for a public road connection, including right-of-way and granting of easements,
from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit
D, Rio Mills Roadway Connection ("Rio Mills Road Connection").
Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to
December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by
December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner
shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans
approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway
Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by
the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road
Connection shall be determined to be substantially completed by: i) the Albemarle County
Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio
Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are
substantially complete.
The Credit for In -Kind Contributions, as referenced in Proffer 6, shall be increased to
$31 completes the construction of the Rio Mills Road Connection.
086662.86 if the Owner
E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a
proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be
designed and constructed in coordination with, and approval by the County Director of Community
Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including
a rest bench, pedestrian access, and signage equal to or better than the current transit stops for
Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently
with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above
referenced features shall be dedicated to public use, or the Owner shall grant an easement as
necessary to allow for the public access and usage of such facilities.
F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property
having commenced by CAT, a regional transit authority, or other provider of transit service selected
by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be
used for operating expenses relating to transit service to the Property; and Owner shall contribute
Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9)
additional years, such that the cash contributed to the County pursuant to this Proffer 1 G, shall not
exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2)
through ten (10) shall be paid by the anniversary date of the first contribution and each such
contribution shall be conditioned upon transit service being provided to the Property during the
twelve (12) month period prior to such contribution.
G. Construction Traffic Mann eg ment. The Owner shall establish Construction Entrances to the
Property in locations as approved by the County and VDOT as part of the Erosion and Sediment
Control Plan and Site Plan process. During the period in which all roads will be constructed within
the Property (and until completion), construction traffic shall be required to use the Construction
Page 3 of 11
Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash
contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash
Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding
calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("MSI").
The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the
preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding
calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the
calendar year most recent) ended the Annual Percentage Change"). B way of example, the first annual
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adjustment shall be $7,333.18 x 2017 MSI/2016 MSI. Each annual adjustment shall be based on the amount
of the proffered Cash Contribution due for the immediately preceding year based on the formula contained
in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash
Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner
be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family
detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57
per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100
Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three
Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum
CashContribution"). The Annual Percentage Chap a shall be calculated each year using the Cash
Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the
amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash
contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly
adjusted each year.
6. Credit For In -Kind Contributions.
Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash
Contributions shall not commence until the number of units, to which such Cash Contributions apply have
been completed that results in what would otherwise have been a total Cash Contribution equal to the total
value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High
School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v)
Ashwood Boulevard Connection and vi the Trail Network (collectively collective) referred to as the In -kind
Contribution The In -Kind Contribution amount shall be 662.336 28 0. The In -kind Contribution
$ 0
reflects the value of the improvements that the Owner has committed to make in these proffers that are for
the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash
Contributions until the time of the issuance of the building permit for a new unit completed after applying
a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the
In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be
applied for any other project or development.
7. Elementary School Site.
Within one year after written request by the County, but in no event earlier than one year after the date of
issuance of the first (1 St) CO issued for a dwelling within the Project, the Owner shall dedicate to the County,
by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public
elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary
School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7)
acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and
compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel
to accommodate an elementary school according to standards of the County School Division's Building
Page 7 of 11
Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall
prohibit such construction traffic from entering the Project via Ashwood Boulevard and
Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner
shall no longer have the authority or responsibility to regulate traffic thereon.
H. Road Improvements, Generally. The road improvements listed in paragraph IC (the "Road
Improvements")_above shall be constructed in accordance with road plans submitted by the Owner
and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall
be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's
Geometric Design.
I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County
and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal
at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after
the date of issuance of the first (1st) CO for a single-family dwelling within the Project, the County
has not so requested, (or VDOT has not approved the traffic signal within that time period) the
Owner shall be relieved of any obligation to install a traffic signal.
2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the
property:
A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's
design standards for a Class B- type 1 primitive nature trail, shall be established within the
Greenway as described within the Code of Development. The general location of the Trail Network
is shown on the Application Plan; however exact trail locations shall be determined by the Owner
based on site conditions and in coordination with the County. Installation of the Trail Network
shall commence concurrently with the site work for the first Block developed within the Project
and the entire trail network shall be substantially completed prior to issuance of the five hundredth
(500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home,
rest home or convalescent facility) within the Project. The Trail Network shall be determined to
be substantially completed by the Albemarle County Engineer, or its designee.
Upon written request by the County, but not prior to the issuance of the five hundredth (500th)
Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for
public use over the Greenway area, as shown on the Application Plan. Prior to the County's request
to dedicate such easement, the Owner may dedicate portions of the Greenway by easement
concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided
however, that Owner may reserve in such easements, rights of access for grading, utilities and
maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear
a notation that the Greenway area is dedicated for public use. If, at the time the County requests
dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision
plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded
with one or more deeds of easement dedication.
Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the
Owner shall install signage along the Trail Network within the Dam Break Inundation Zone
designating evacuation routes. Signage shall be installed as the Trail Network is established.
B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project
for Parks and Civic Spaces as described in the Code of Development and generally shown on the
Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance
Page 4 of 11
Services Department. At the option of the County, and in lieu of the construction of a school, a public park
may be established by the County on the Elementary School Site.
8. Public High School or Institutional Use Site.
Within one year after written request by the County, the Owner shall dedicate to the County, by General
Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or
such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly -
dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School
Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements
or warranty as to suitability.
9. Historic Resources.
A. National Register of Historic Places Eliibg ility. The existing Brookhill dwelling is eligible for the
National Register of Historic Places. Owner shall address any adverse impact to this designation
as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA),
which is administered by the Virginia Department of Historic Resources (DHR).
B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on
the site plan or subdivision plat for the area to be developed which contains such cemetery or
cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County
Director of Community Development, or its designee at the plan or plat review.
C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its
licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in
the Phase I Historic Resources Study for the Project.
This Proffer Statement may be executed in any number of counterparts, each of which shall be an original
and all of which together shall constitute but one and the same instrument.
[Signature Pages to Follow]
Page 8 of 11
1.
PALLINS�!
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L� Lic. No. 035791
4/16/20
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IMPROVEMENTS
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PHASE I INTERSECTION a
IMPROVEMENTS
PHA SE III ROADWAY
IMPROVEMENTS -
PHASE II ROADWAY IMOROVEMENTS
PHASE IROADWAY IMPROVEMENTS -
PHASE IVINT INTERSECTION
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FIGURE C: ASHWOOD BOULEVARD CONNECTION EXHIBIT
PHASE I INTERSECTION
IMPROVEMENTS
INTERSECTION 2
• CONSTRUCT(i)NEWWESTBOUND
LEFT - TURN LANE ON POLO
GROUNDS ROAD WITH 375' OF
STORAGE.
• EXTEND WESTBOUND RIGHT -TURN
LANE ON POLO GROUNDS ROAD
FROM 50' OF STORAGE TO 200' OF
STORAGE -
CONVERT RIO MILLS ROAD TO A
RIGHT IN / RIGHT -OUT OPERATION.
INTERSECTION 2
• CONSTRUCTASOUTHBOUND
ROADWAY, PROVIDING (i)
LEFT -TURN AND
i RIGHT -TURN U N
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• CONSTRUCTAN E
ASTBOUND
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GROUNDS ROAD WITH i5o FEETOF
STORAGE
INTERSECTION 3
• CONSTRUCT A RIGHT-IN/RIGHT-OU
ROADWAY ENTRANCE TO ROUTE 20
• CONSTRUCTA NORTHBOUND RIGH'
TURN LANE ON US 29 WITH zoo' OF
STORAGE.
PHASE II INTERSECTION
IMPROVEMENTS IN __
TERSECTION4 -
• CONSTRUCT NORTHBOUND
ROADWAY TO PROVIDE (1) LEFT
TURN LANE & (i) RIGHT -TURN LANE
• RESTRIPE PAINTED MEDIAN TO
PROVIDE WESTBOUND LEFT -TURN
LANE N 0 ASHWOOD B
OULEVARD
WITH ioo' OF STORAGE.
• RESTRIPE EASTBOUND ASHWOOD
BOULEVARD APPROACH TO PROVIC
(2) RIGHT -TURN LANE
PHASE IV INTERSECTION
IMPROVEMENTS
INTERSECTION 5
• CONSTRUCT SOUTHBOUND
ROADWAY TO PROVIDE(i) LEFT -
TURN LANE AND (i) RIGHT -TURN
LANE
• CONSTRUCTAN EASTBOUND LEFT -
TURN LANE ON POLO GROUNDS
ROADWAY WITH i5o' OF STORAGE.
WITNESS the following signature:
OWNERS of Tax Map Parcel 04600-00-00-018A0:
By: ,� /, —
CHARLES R. HAUGH
VILIZABETH ANN OG�L SBY HAfrUGH
Date: ZZ Q Q _
OWNERS of Tax Map Parcel 04600-00-00-01800:
By:
CHARLES R. HAUGH, TF USTE :
By: J
DOUGLAS B. OGI, BY, TRUSTEE
Date:
OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3,
04600-00-00-019A1, 04600-00-00-019A2:
CROCKETT CORPORATION, a Virginia corporation
Ann O. Haugh, Its President
Date: 8" zo,( ?
Page 9 of 10
NOTE: POLO GROUNDS ROADWAY AND LANE CONFIGURATION AS
SHOWN IN THIS EXHIBIT IS FOR ILLUSTRATIVE PURPOSES ONLY. THI
FINAL DESIGN AND LANE CONFIGURATIONS OF POLO GROUNDS
ROADWAY IMPROVEMENTS WILL BE IN ACCORDANCE WITH THE
APPROVED TRAFFIC IMPACT ANALYSIS AND FINAL APPROVED ROAC
CONSTRUCTION PLANS FOR THE ROADWAY IMPRnVFMrMT<
PROPOSED SALAMANDER
CROSSING
(3 TOTAL)
—:� - �`` '-•\ a`INVERTED RETAINING
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FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT
OWNER of Tax Map Parcel 04600-00-00-018B0:
HORNE LAND CORPORATION, a Virginia corporation
By:
Ann O. Haugh, Its President '
Date:
OWNER of Tax Map Parcel 04600-00-00-018D0:
CRAFTON CORPORATION, a Virginia corporation
By: 0.1 11 C. 2=/ .Yl 1
Ann O. Haugh, Its President
Date: Y2 eZtJ / 9
Page 10 of 11
ORDINANCE NO. 19-A(9)
ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT
AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007
FOR TAX PARCELS O4600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1,
04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019B3, AND 04600-00-00-019B4
WHEREAS, the application to amend the proffers that were approved with ZMA 2015-00007 for Tax
Parcels 04600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B1,
04600-00-00-019B3, and 04600-00-00-019134 (collectively, the "Property") is identified as ZMA 2018-00011,
Brookhill Proffer Amendment ("ZMA 2018-11 "); and
WHEREAS ZMA 2018-I 1 to amend Proffer Numbers ID, lH 6 and 8 of the Proffers that were
proposes
a roved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector
PP J
road specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road
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Connection only if VDOT does not do so, to reduce the value of the credit for in -kind contributions that are available
to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required to
dedicate in fee simple to the County from 60 acres to 50 acres; and
WHEREAS on November 14 2018 the Albemarle Count Board of Supervisors waived the Planning
Y P g
Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County
Code § 18-33.15.A(1)(a); and
WHEREAS, staff recommends approval of ZMA 201841.
BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon
consideration of the staff report prepared for ZMA 2018-1 I and its attachments, including the proposed amended
coffers the information resented at the public hearing, the material and relevant factors in Virginia Code 15.2-
P P P g, g §
2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board
hereby approves ZMA 2018-11 with the proffers dated April 18, 2019.
>k4>k
I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance
duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at
a meeting held on July 17, 2019.
Clerk, Board of County Suppris7ors
AYNay.
Mr. Dill Y
_
Mr. Gallaway
Y
Ms. Mallek
Y
Ms. McKeel
Y
Ms. Palmer
Y —
Mr. Randolph
Y
OWNER of Tax Map Parcel 04600-00-00-019B1:
BROOKHILL APARTMENTS, LLC, a Virginia limited liability company
By: CDG Holdings, LLC, Managing Member
By: Haystack Corporation, Mat ger
By:
Andre cGinty, Its President
Date:
BROOKHILL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser)
By: River Bend ),ftiagemenk Inc., Manager
By:
Alan R. Tay or, is President
Date: .0ow, S w
Page 11 of 11
RESOLUTION OF SUPPORT
FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT
WHEREAS, Albemarle County included a connection from Rio Mills Road to the new
Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; and
WHEREAS, Albemarle County approved the accumulation of Telefee funds in the
Secondary Six Year Plan to be designated to the construction of this Connector road; and
WHEREAS the Commonwealth Transportation Board
approved the remainder of funding
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necessaryto complete the connector road to be awarded o Al
bemarle Ibemarle Count through the Smart
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Scale ro ram based on Albemarle Count 's 2016 Grant application; p g y and
WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle
County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed
alignment of the connector road; and
WHEREAS, the Virginia Department of Transportation received public comments on the
preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018;
and
WHEREAS, the public comments received by the Virginia Department of Transportation
supported the proposed alignment of the new connector road.
NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors
hereby fully endorses and supports the proposed alignment as presented by the Virginia
Department of Transportation for the Rio Mills to Berkmar Drive Connector; and
BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests
the Commonwealth Transportation Board to approve the proposed alignment for design and
construction.
I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct
copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of
six to zero, as recorded below, at a meeting held on July 17, 2019.
Clerk, Board Board of CountOlpervisors,
Mr. Dill
Y —
Mr. Gallaway
Y
Ms. Mallek
Y_
Ms. McKeel
Y
Ms. Palmer
Y _
Mr. Randolph
Y
\�H OPT
ZCOTT R. LLINS
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PATHWAY ROPOSED CIVIC SPACE% \ ' // _CA�.
;i•+' ALBEMARLE COUNTY R-1RESIDENTIAL. R-2RESIDENTIAL ZONE: R-1R'
ID ESIDENTIAL
A, ( ) i` y - "9:.;' MANAGED STEEP SLOPE
TYP
- BLOCK 11 GREI=NWAY / a, sa 9
"' ' - (TY'P.) - RV - TOTAL PROJECT,AREA: o4600 00 00 oi800 42.55 AC.
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IMPROVEMENT �+ ... < :. ,.- .' '"' , . a r ';. - �• _ .. O ON ( 0 600 00 0o ai oo zo .66 AC•
-- e �� .� GREENWAY I 3� GER v 4 9 7
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SWM FACILITY #2 r �' �I GENINAY - \ \;°e ; , TYP. ' °° - z77.SoAC. TOTAL
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PROPOSED so BUFFER' I ; PARK r °g'0 ` , 1 �LNE
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AROUND VDOT STORMWATERy i ;>. d� > %;, •_ .n, 's �E:KISTING ARCHAIC WOODLAND \ /
,� DEVELOPMENT �� TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN
MANAGEMENT POND ` " r �: .� ':. ; ; - CAMPSITE AREA TO BE PRESERVED AREA P. SURVEYING AND BELL LAND SURVEYS JANUARY zoi .
BOUNDARY INFORMATION WAS COMPILED BY LINCOLN
(BLOCIK SURVEYING ON MARCH
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- _ DATED FEBRUARY 4, zoo5. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE
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INTERSECTION IMPROVEMENTS. w'— " BLOCK Lf ; _ a �� °' , -' \ `I '`J i� PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF
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SEE E3ROOKHIILL TIA REPORT o > „ ,� I ;,. TRAFFIC CIRCLE/ROUNDABOUT MAY •� ALBEMARLE COUNTY _ \`
FOR FURTHER DETAIL ^ v'I MAIN STREET BE CONSTRUCTED ATTHE �• �PRESERV'ED STEEP SLOPE- ei . : / '^)' •- - �'' \ MONTGOMERY RIDGE
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BOULEVARD ENTRANCE INTERSECTION OF MAIN STREET AND
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I , THE NORTH/SOUTH CONNECTOR ROAD BLOCK 3 / I IOPEN CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT.
t I SPACE- I J\ < z. EXACT LOCATION OF NEIGHBORHOOD ROADWAY„ ALLEYS, AND TRAVELWAYS SHALL BE
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\ 4. NO CONSTRUCTIONTRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE
`— I BLOCK 1 �1__ EXISTINGioo-'YEAR �. ' '
o-, 1 j PROPOSED v \ OR FOREST LAKES.
❑ \ I 0 .,-FLOODPLAIN (TYP.) a - #} ✓ RIMITIVE ,r,� ��y 5. THE IMPROVEMENTS TO POLO, GROUNDS ROAD AND THE CONNECTION OF THE.
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( - o 'c EAST ESQ' CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN
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CRAF=TON CORPORATION - - ._ _ - _ _ 0 ` ; / ,. -= . +0 U OP THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL 13E PROCESSED FOR THE MODIFICATIONS
BLOCK 2 °e , �` + �� ? T'OTHEFLOODPLAIN.
DEVELOPMENT AREA ! / �D O(' a
I - �y � , � � 11, (�"° ., �` \- BOUNDARY (TYP.) '�% �/ t�L\ �i 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN
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PROPOSED NEIGHBORHOOD CENTER 4"
�- \� SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE
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° PROPOSED, DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN.
/ WITH FINAL DEVELOPMENT PLAN.) 1 ._ _ _ , _ _ _ •_ _ o +; BLOCK 17� \ z
� �' n7 7 ALL DEVELOPMENT !SHALL HAVE FINISHED FLOORELEVATIONS HIGHER THAN THE SUNNY
DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMF
' •. e INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT
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PROPOSED ioo' BUFFER ALONG R'1. 29 - 7 i '� I • `,,, , SAFETY ACTION PLAN.
E3LOCK 1 I \ 3i: ACRE HISTORIC o g' , ' -
70' 'NATURAL LANDSCAPE BUFFER C 4 I / ; � �' I- -- � -- � - 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A: MINIMUM OF (3) CIVIC AREAS, AS SHOWN
& o' LANDSCAPE BUFFER , BROOKHILL PARCEL BLOCK _ _ BLOCKS e , �% ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE
3 I I 1 '•. ' I ��t ALBEMARLE COUNTY l �' /� �- I AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA.
f I I 1 IANAGED STEEP SLOPE 1 �l 9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO
APPROXIMATE LOCATION O t
NOTE: A PROPOSED MULTI HISTORIC PATH' i TYp) GREENVAY tt ,, / ,' \� \3 ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES STORMWATER
HISTORIC MARKER FOR THE _ ( N
IS PROPOSED BY VDOT ALONG THE - - - •. / (TYp.) MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE
BROOKHILL. PROPERTY • \ DEVELOPMENT.
ROUTE 2g FRONTAGE OF THIS' ( � 3 - - ��_ \ � � �.� �. ! � F,' a: I
- -' -- - - _ PROPOSED 20' BUFFER - -- -_ / ,. --- \ r " . ' - ,� `' 1\ 10. CONNECTION POINT®ON THE. APPLICATION PLAN SHALL BE A FULL VEHICULAR
PROPERTY. PATHWAY TO BE r - .� _..,.,
LOCATED WITHIN THE VDOT R/V1/. ` —r -�;, �' ` �� ? ° ,I IPJTERCONINECTION TO MONTGOMERY RIDGE. CONNECTION POINT��HALL ONLY BE A
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• _ \ PEDESTRIAN/BICYLE ACCESS CONNECTION.
LOCATION OF EXISTING „ „i, (7] si. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND
)' BL_OCK ]L9 -DUNN CEMETERY TO �, e'' -`� ' f �` i%` r' J DELINEATE: BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE.
63 ( REMAIN) ti.�' iLOCK LINE (TYP.) �� " ^ ! �+; NOTE: ALL STORMWATEIR MANAGEMENT FACILITIES
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BLOCK 6) ALBEMARLE (OUNTY' F ;.I' �° / t` o LOCATIED OUTSIDE OF THE PRESERVED SLOPES.
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DEVELOPMENT \` ,e°e°ie° ��
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ACCORDANCE: WITH THE PLACES2 _ 'HILL AREA TYP. `t °°,
FORESTED BUFFER REQUIREMENTS \` EXISTING BROOK ( ) ti' y4
ITS OF 19TH CENTURY `^ ' ��� SHALL BE EXTENDED TO THE ENTRANCE OF
t ` HOUSE TO REMAIN - WETLANDS
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EASEMENT DOCUMENTS ALLOWING THE \\ \�
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EXISTING 1o0-YEAR � ° ° �; ', ��� - �'*�,. 1 \
FEMA FLOODPLAIN (TYP.) '� 0' Yr� `-� - --` - _ ON HOA PROPERTY. G
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THE NORTH SIDI= OF POLO GROUNDS ROADD Cor
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IMPROVED INTERSECTION ' , , _ O(i\� v Ap roved by th = . ti. d Supervisors 0
_ _ _ - - _ _ OVC\ -F R\vER o c� o EXISTING iao YF2 FLOODPLAIN
AND STOPLIGHT. ' -_ - _
- POLQ - PROPOSED IMPIROVEMEINTTO S Dat
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GROUPJDS ROAD FOR R\`I P t_
'� ' ' �= = STAT GRODNDSROAD
RT RO ...... STREAMS
FOR FURTHER DETAILS *`' AD �So, TURN) LANES - SEE THE POLO �_
_$1 P. ) T F HISTORIC RESOURCE E T BE PRESERVED
_ _ _ � • 2S3) --- GROUNDS ROADWAY / annex _ � LOCATION O H STO C ESOU C 0
` IMPROVEMENT' PLAN PROPOSED LOCATION OF CIVIC SPACEU
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LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG GRAPHIC SCALE
FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED
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F a....� io' MULTI -USE PATH
DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. �,,a�,, .�✓' zoo o zoo aoo 800
SEE PROFFERS FOR FURTHER DETAILS' �) PROPOSED LOCATION OF HISTORIC MARKER
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- . _ - __ __ SEE POLO GROUNDS ROADWAY IMPROVEMENT FLAN & TRAFFIC TIA. ( IN FEEIT) / �) PROPOSED ELEMENTARY' SCHOOL SITE
In 1 inch = 200 ft.
SHEET 1 OF 1
182150
SCALE
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INITIAL SITE PLAN
BLOCKS 9,1o, & 11
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LEGEND:
PROPOSED RESIDENTIAL DEVELOPMENT (INITIAL SITE PLAN CURRENTLY UNDER REVIEW) !
200 0 100 200 400 GRAPHIC SCALE I �800
PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT
(APPROVED INITIAL SITE PLANS AND FINAL SITES PLANS
ARE UNDER REVIEW)
( IN FEET )
1 inch = 200 ft.
Blo�k
Land Use District
Area Per
Brookltill
COD (AC)
Proposed
Area (AC)
Dew
Are
Lots,
Parkhg
CC
lopment
(Roads,
Buildings,
lots) Per
D (AC)
Proposed
Development
Area (AC)
Greenspace/Amenities (ac)
Civic /
Parks
Required
Civic /
Parks
Proposed
Greenway
Required
Green
Propose
Open
y Space
Required
Open
Space
Provided
Buffers
Required
Buffets
Provided
Total
Greenspace
Required
Total
Greenspace
Proposed
1
Neighborhood Service Center
12
12
0
-
-
-
0
2
Urban Density
6.3
5.1
1.2
0
0
0
L2
3
Urban Density
5.8
5.1
15.8
0
0
0
0
0
3A
Urban Density
3.3
3B
Urban Density
1.8
4
Urban Density
24
27.95
19
14.0
0.2
1.38
3.4
1.09
1.9
0.44
2.9
2.97
8.4
5.88
4),
Urban Density
9.98
7.17
0.86
0
0
1.43
2.29
41
i
Urban Density
11.39
6.83
0.52
1.09
0.44
1.54
3.07
4C
Urban Density
6.58
-
2.31
1.46
0.85
5
Neighborhood Density
6.6
10.1
0
5. /
1.5
0
7.2
6
Neighborhood Density
7.2
0
7
0
0
0.2
7.2
7
Neighborhood Density
17.7
11.9
0
2.9
4.7
1.1
8.7
8
Neighborhood Density
25.8
25.91
12.7
12.92
0
0
5.1
4.58
4
4.56
4
3.82
13.1
12.96
8A
Neighborhood Density
8.55
5.52
0
0.54
1.80
1.64
3.98
81
Neighborhood Density
17.36
7.4
0
4.04
2.76
2.18
8.98
9
Neighborhood Density
9.6
6.8
0
1.8
0
2.8
4.6
1
Neighborhood Density
4.6
3.4
0
3.6
1
0.1
4.7
11
Neighborhood Density
5.7
1
3.2
1.2
8.2
1.3
0
10.7
11
Neighborhood Density
6.7
5.7
0
3.2
1
0
4.2
11
Neighborhood Density
11.7
9.7
0
1.4
1.1
0.9
3.4
14
Neighborhood Density
5.4
4.1
0
4.7
1.3
0
6
10
Neighborhood Density
16.9
13.6
1
0
4.1
2.1
1.2
7.4
1
Neighborhood Density
9.7
8.4
0
1.8
1.3
0
3.1
1
Neighborhood Density
15.8
11.8
0
3.3
3.8
0.2
7.3
1
Neighborhood Density
34.4
27.3
0.7
4.4
3.8
2.6
11.5
1
Brookhill House Parcel
3.2
3.2
0
0
0
1
1 0
1
1 0
Total 1
223.9
68.8
10.3
53.6
28.8
1
1 16.0
1
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-- NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM — — - NOTE
- M-- - - M --- - — — EMITS 3,000 OR MORE INITIAL LUMENS --- D
- LAMP THAT EMI _ — THE DEVELOPMENT AND SHALL BE REPLANTED WITH A MIXTURE OF DECIDUOUS AN
M -- - THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
- __ _-------- - ---_ --- --- --- SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE — _ — EVERGREEN SHRUBS AND TREES TO BE APPROVED BY THE DIRECTOR OF PLANNING.
- - = ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY — _ — _ _ --- _
-------- -- ---_____-= FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY NOTE: SLOPES GREATER THAN :1 SHALL BE PLANTED WITH NATIVE STEEP --__- _-_--
3 --
-------------- $ ____ FROM ADJACENT ROADS. THE SPILLOVER OF �� -SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A
- ---- -- ------------------------ LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS ------------------- RATE OF 6o LBS. PER ACR, OR 1 LB PER s,000 SF. — — —
-- ------------ -- - AND PROPERTY IN RESIDENTIAL OR RURAL AREAS --- -
--_ -
ZONING DISTRICTS SHALL NOT EXCEED ONE HALF -- -
FOOTCANDLE. -
------------
-----------------------
i M - --
- --
�. ______-- -
�.
i
kH(0��p4l,70 0 '7!'4 , , 01
SC'T
NS
Lic. No. 035791
4/16/20 w�
o
`�IONAL E�C'Z
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Z
EXISTING ioo' STREAM - - - -- - - - - - - _ z J
O 2:- -- --- Q w BUFFER (TYP.) PROPOSED WALL -- -- ----> Q
(MAX. HT. = 6') ------ _
/ ---- ui
30' PLANTED/REFORESTED BUFFER ROUTE zg BUFFER - --- -
z
- - - ---- 1o' REAR SETBACK (TYP.) F ER - - -- -
- F 100' WIDE BUFFER ALONG ROUTE ~ o
29 TO SCREEN THE DEVELOPMENT. > U)
SEE NOTE, THIS SHEET. II �- - - - - - - W w
- oc
- --- --- --- --- --- --- --- --- --- --- --- --- --- -- --- --- --- --- --- --- --- --- --- --- ---
- -- - - - I w
- PROPOSED WALL
PROPOSED WALL LOT I I I I PROPOSED WALL - -- -- -- -- --- -_ -_ (MAX. HT. = 6')
LOT _ I - - PROPOSED 5 CONCRETE SIDEWAL - -
r MAX. HT. = 2') 3 - - - � I LOT - � OPEN SPACE --- --- --- --- --- --- --- ---
LOT - -- -- --
11
----------
� I LOT (MAX. HT. - 3) -- -- --
- - ---- --
( LOT 21 22 2 I� of LOT LOT � LOT LOT LOT - - -
20 PROPOSED GARAGE (TYP.) LOT LOT �I 28 29 0 30 1 I PROPOSED
2 3 m 2 LOT LINE TYP. -
7 3 3 ( >1-1 - LOT m 3 -- PROPOSED WALL
I 26 —� i' I
LOT
PROPOSED WALL ___ - I I
_ 2
- - S MAX. HT. - ai' 6
III'
I I = � EXISTING 100
2
1
MAX. HT. - �F -
1 PROPOSED
00 ( )
y
- n _ S M BUFFER
d PROPOSED CG- D ENTRANCE TYP.
� ITI DI I ! ----'
' PROPOSED WALL n _ = PARKING SPACE - - 9 (TYP.) (TYP.)
A
-ol (TYP.) _ 1 � PARKING
Q1 �\ w o 0
(MAX. HT. - 6) I -G 2 MAX. RON SETBACK PROPOSED 6 PLANTING STRIP
DRIVEWAY TYP. RIP
- -
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- _ - �I NG SPACE
5 I _
PROPOSED DRIV - LOT
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I I , / m � N d-
- SETBACK (TYP.) - - — - I — — — — — — — L
I — I 8' MIN. NIT SETBACK TYP.) PROPOSED CG-6 CURB (TYP.)' O7 .
- - I - - - L - - - - - - rtt 1g' MhN. GARAGE 0 77 C L 2
I L II 18' (TYP. I
o n•
J SETBACK (TYP.) I /
NO PARKING SIGN (TYP.) - _- I >
•
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•
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NO PARKING SIGN (TYP-) LOT SWM F ITY
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PROPOSED PUBLIC.-_ °
LIC RIW /
(2) PROPOSED ZLD
o EIP-EIP 49 PUB = I J/
PARKING SPACES 2 F C-FIC — -`> g - - _ - I . - / _ Cl?
RIW-RI - . — —.— ° —-0 ! i I _ M
49 LOT z
MIN ONT SETBAC • �--_
ITS OF GREENWAY
(YP. - --- ---- � LIMITS WA
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- _- - 2 MAX._F
STOP SIGN TYP. °
PACE _ _ I R SETBACK TYP.) (TYP.) I
PROPOSED U PLANTING STRIP ° - -
,' - - - - - - - - -- - I o - - _ TYP) - - � PROPOSED WALL I 4 OPEN SPACE �
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pl BA PROPOSED DRIVEWAY(TYP.)
PROP STREET YP.) I° - -- -- - - �SrMAX. FRONT S(MAX. HT. = 6') N
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/ LOT - LOT LOT --- W
(MOPOSED WALL NG SIGN (TYP.) ', PRO
POSED ' CON LOT I"I 10 9 �, ° �� z 5 m
(MAX. HT. = 6') NO PARKING� S CRETE SIDEWALK, -il � n __
ui
12
I LOT _
- LOT
�— 3 I o - - - AR SETBAU< (TYP •
1 - - - I _ - 1 - -- -- — LOT 1LF o R - - � -- -
15 YP - PROPOSED S' CONCRETE SIDEWALK _ "'- - _ - - -
cK_ _- __ -
- -
I 10 REARS 16A Lij
� - PROPOSED CG-11 ENTRANCE (TYP.) 1 PROPOSED CG-6 CURB (TYP.) DSCApEp BUFFER - - - - - - - - - - -
--
_ 20 LAN
PROPOSED WALL 1 STOP SIGN (TYP.) ) PROPOSED CG-12 (TYP.) - - - - -SI HT DISTANCE=335
(MAX. HT. = 6 )
/ PROPOSED CG-12 (TYP.) -� ° - _ _ - -- - �_ -_G - _i " VEN p BL D - - O
LOT --- - T - ------
LOT ° - -
•
L9
PROPOSED 4' BIKE LANE - - - - --- - --- _ �- NR� i
• - ° p,RC p v 5
16 I H HW � -
p EXTE N R
LIC I
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LOT LOT -------. °• _ - - - -- � _ , - _ RE � ' p U
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19 Q 17 ��o° - — _ -
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DISTANCE TO NEAREST p_FIC N- == N '33�
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uF R SPEED LIMIT (TYP.) INTERSECTION-490 FEET 16 EI p P -
FE /� _ - -
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` 0000 _- - _ ----- ---- e Fk OTE ARCHER AVE
NI
P MM
W
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P W
R W �5 GRASS ISLAND
I 20 ?RIW RI C�,335 77' RI I -- - _ - 4 �� N SHALL BE COMPLE
N N _-- J
PROPOSED S' CONCRETE SIDEWALK P N - <E WIT
C PROPOSED CG-12 16' EI - FIC s -
I PROPOSED 6' PLANTING STRIP i PROPOSED CG-2 �_
CURB (TYP.)
U)
°0000,
15 °
°
pS C - PROPOSED BIK ANE E
p
.
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PROPOSED CG-2 CURB (TYP.) o` P� "I� 6' �I O --
P -
- �03 1 - - SIGHT DISTANCE=335� PROP G-11 T (TYP.) ED 6 PLANTING STRIP F e
L / - PROPOSED C ENTRANCEROPOS / E LU
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_ SOP SIGN TYP.)
OTC.) % LAN CAPED BUFFER _ - _- PROPOSED CG-12 (TYP.) / ( _
-2 -- - - - - STREET SIGN (TYP.) ` - - - _ "
--1� -
I
� •R PROPOSED SIGHT- • I
-DISTANCE EASEMENT/- - - -
� 4 EXISTING TREELINE (TYP.)
� � W
- - / - -- -
� I 1 I �
„
•
EXISTING STREAM
4-
/ D
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LOT LINE (TYP.) / - CD
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/ = PROPOSED CG-6 CURB (TYP.) � / ° / ' � ° • I I^ / �. � � � F E � E � F �
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/ IY
/ - <
w
OPEN SPACE �' -. ° ° - -- - - � / �Lu
� � ��- � � � � � a vzi
\ / \ e _ I� 'I r' 00010
JOB ' PROPOSED CG-12 (TYP.) °e S,S� , EXISTING WETLANDS ( N
/ - �\ NDS TYP.)
0 0
� , • ° ...o• r � ° - : o • — — ES _ I 182150
� = PROPOSED CG-11 ENTRANCE (TYP.) � � � , ' ° ° ° ° I _ .. ° l l - � � A�q�K, , �� � � / �
LIMITS OFGREENWA / /00000 GRAPHIC SCALE SCALE
r
30 o 25 30 60 1 II _ ✓ O I
777 i
\ V �SHEET NO.
°
IN FEET )
1 inc5
/ PROPOSED WALL I �
inch ft.
---------------------
-- __ --- ----- -----------------
---------- -------------------------
- -
-----------------------------------
--------- _
----- ------ -----_
-------------------------------------
-------------------
--
SCOTT R. �CLLINS'�
--------------------------------- ---
--------------
--------------- �' � � — � � Lic. No. 035791,�
___________
0
--- AA
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------ -----M ---- -- ZONAL E
-- -- -- ---- -- -- �----
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A
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70' UNDISTU BED BUFFER
ROUTE zg BUFFER U) 0
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EXISTING too STREAM - - -_ u
ROUTE Z w �
S - -------------------- o cn Q
BUFFER (TYP.) 2g TO SCREEN THE DEVELOPMENT.
SEE NOTE, THIS SHEET. z J �
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/ \ - \ --- m
30' PLANTED/REFORESTED BUFFER
- - - -- — — -- -- — --Lu
— -__ -- -- — ---� Q
— - —
Lu
- - - - I II 1 - — - - -- - - - - - -- - - - -
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LOT LOT -----------
--- -- -
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LOT LOT
I LOT LOT I LOT LOT II LOT LOT i� � I -- -- -- -
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LOT I 3
2 I 3 I �
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= - 2 26 I I ------------ EXISTING too 10
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- I
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PROPOSED 8 SANITARY SEWER N N
II �
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PROPOSED 8 SANITARY SEWER
I
i5 5 PROPOSED 20' PUBLIC - - -
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PROPOSED 20' PUBLIC UTILITY EASEMENT (TYP.) o //
UTILITY EASEMENT (TYP.) 5 -- � .. I
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W -OFF ASSEMBLY SWM FACILITY /
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1 i PROPOSED 6"x REDUCER - ° --
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clq
P SED - ° PO 6 DI WATERLINE
R
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PROPOSED 4" DI WATERLINE - - PROPOSED 20' PUBLIC
TEE UTILITY EASEMENT TYP. A
PR OPOSED FIRE HY
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ASSEMBLY w 6 x6
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BLOW -OFF ASSEMBLY
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T C E AVENUE
000, AR
- - --- LOT 1 - I - I - - �� -- _ - -FUTURE ROAD EXTEN SON TO ASHWOOD W
_ - _ - / --� ' PUBLIC R/W
1
- -PROPOSED FIRE HYDRANT
t•_
-
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- --- --- -- -- -- _ - -= -- PROPOSED TYPE A - _- --- - =-
LOT _ — -
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LOT I�' LOT 16 � � - - BLOW -OFF ASSEMBLY '-`
�, � � PROPOSED 12" DI WATERLINE - L9Q
{ LOT - = - - — IZ
-------------------
I 9 18 7 PROPOSED 8"x6" REDUCER
I
-
-
t-
° °I
W W _ • W
- W W W 5z+5p /
- - — W 2+00 1" -
Ln 5 I E Z
W 50+00 0+50 51+ 51+50 _49 0
�— _-- PROPOSED 12' G.V. PROPOSED
- o W PROPOSED 12" DI WATERLINE - _ - < � e�i M
_ W
49+p0 12"x8" CROSS
- ,-
-_
(2) - 12" G.V. /
o (2) - 8" G.V. o
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4 + -- - �
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00 34` EXISTING STREAM �- W
LOT J - _
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LOT
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LOT ,(; ''� � � �— �
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LOT 55 CD
PROPOSED 12" DI WATERLINE 54 - L-- i 35F F F F� F �F �� / O
O ` e E e <
— — —
O / e E �r N
PROPOSED �p 12"X12" TEE-
(3) - 12 G.V. - - - 1 LOT
r E
6+o0 W
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= • aavoa
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PROPOSED VAR. WIDTH / �/ / 53 . JOB
p a v7
N0.
\ DRAINAGE &SWM ACCESS
�- �& MAINTENANCE EASEMENT I � �� ,_ �� � � �00
182150
LO P��� o I_ / GRAPHIC SCALE
\ \ \ LOT � ��P'Q�P�� 0 12+ ``� I SCALE
- Vo '�� �_ - - 30 o s5 30 6o II _ l
/ 2 � ) / 1 =30
p
°
LOT �
?0� � \ '' \ / .° ° • I� / / � � �� / �' IN FEET SHEET NO.
1 inch = 30 ft. 6
<�G� O LOT
446 TW an
436 TW / 442 BW _M6&*' , EXISTING MANAGED z
® ROUTE 2g BUFFER STEEP SLOPES (TYP.)
ioo' WIDE BUFFER ALONG R z
436 BW / 442 EG � -- - ----� OUTS V V O
442EG------------ �
2 T� z c�
-- -
� 4 70' UNDISTU BED B�JFFER 9 O SCREEN THE DEVELOPMENT 446 TW �\ OPOSED 8" HDPE YARD/ROOF DRAIN
- / 446 TW m � _
445 BW SYSTEM w/ io' PRIVATE EASEMENT (TYP.) - ', c
441 TW / 446 TW 444 BW 445 EG -_- - -
435 BW 440 BW 446 TW 444 EG - - N Go o m � � O
4�o PROPOSED WALL 4$6 m m � F-
Q
435 EG fob 442 BW (MAX. HT. = 6') - - - - _ m -� m -1 W Lq u, U g U
EXISTING ioo' STREAM '� YD D YD C 480 - -- - ---__ °a' $ 03 u
`° w
BUFFER (TYP.) 44 - - - - --- 30' PLANTE - - -- - ---- - N Co W W U) �O� CO mN A Ln Ln J
5 4 �� �� z
- - - - - - 446 B - - - - - FFER 470 �8-� ----- -- -- -----� c J �
- - /REFORESTE 474 O
446 TW -- - - - a w
p - - - -
--- 47� - YD-4 I Q
446 T 44 �� YD 5B I - - -- --- - - - o �- - - - - ~ j z
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-- - - -
- - - - - - - -- -- ROPOSED W
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- - (MAX. HT. = 6') w
- - - LOT LOT 0 �, -� m-4 - -- - - --
I
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l LOT - -- - -- - -- -- -
� * YD-46 MAX. HT. _ rn � m rn >
LOT -
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21 22 23 I I m � LOT LOT ��� m N N m W 4 rw 448 Bw - -- -- - Wuj
- ----- LOT II LOT I � � � -- --
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G N N
•3 4�7 �
♦ � LOT � � 3o
FFE FFE L
8.0o F LOT � 1 � m
FFE 459 33 � AR G
7 33 � 45 �2 61.17 3 2
45 4 m -� � LOT _ � 3 33 �
AR MT �I o BSMT 61.8 GAR tOT
g 6.0o G 447.5o BSMT 448.a7 BS 449 5
� _ � I 461.83 GAR I 4 3 461.83 FFE AR � �' �' � I I ��ti �_-PROPOSED WALL EXISTING ioo'
6.67 FFE I I /
4� 460.6 GAR 4 5 4 5 -- 461.17 GAR I � / 62.1 GAR (MAX. HT. - 6) A
45 I 61.1 G
446.83B�Z ' 61. 7FFE 62• o FFE -I' 62. o FFE 4 7 4 7 TREAM
� � � - - � 461.83 HE 461.83 FFE 461.17 GAR 4 i• A �= � 3 FFE �'
GAR 60.0° FAR ,'4 33 461.83 FFE 462.5o FFE -- / 200 462.8 F FFER
459 33 460.67 FFE I S BU
- 453•0o BSMT � �• (TYP.)
1 _ I 460.00 � I
m
PROPOSED W --- _ ALL-
-
�' 462.17G R
in 00
- (MAX. HT. = 6') I PROPOSED 8 HDPE ROOF DRAIN SYSTEM _ _ �� - � 2.8 F E � I
I -
a w io' PRIVATE EASEMENT TYP. � - - - - � o 6 3 / -
- 4 I 0
453.00 BSMT
- I I ---
-
2 0 0
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- -- - - - -
I
I - -
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7
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- • 5 PROPO ED S E
•
-� TORMWAT
- • ° - '' 23
- - -
° � � > I I 462 i AR u+ � __ MANAGEMENT FACILITY
3
I ; I r PROPOSED DRAINAGE SYSTEM ` '' � � � - � e� 25 �. - °i , ` `=- - ° � ,� � +oo� - � 462.8 FFE ' � -- - - I
PROPOSED WALL
�>. A �r - - - 24 �� <: i . r �` 15 °/� 453-00IBSMT LOT N SEE VSMP P A�N FO DETAILS
(MAX. HT. = 6) --12+50 46 i �. � o __-
2 3 00 +5
S -P z$ 12 0 H� C RTC o° 13+5p p 4+0o ig - 1 3 - /
11+5°, ', U . W - W � - _ W _ + { �6 1
�- PUBLIC RI -
49 -W 21 0
°
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0 4
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--
-- • • ° o � � � 462 3 I
10+0 - ;o e° i I 453.00 BEM LOT
� I 2sA 1 I
9+50 - o
I � ° • ', LD
LIMITS OF EXISTING ALBEMARLE COUNTY � ` - � a - -- - ° °
1 \N-?RESERVED STEEP SLOPES HAVE BEEN
o -
M
u, DETERMINED TO BE LESS THAN 25/o BASED d - _ �
m a ON NEW TOPOGRAPHIC INFORMATION TO THE 28B _ - v o - - - - -- -°
T �� PROPOSED WALL '•' •"' � • , I N
I 16 �r - PROPOSED 8 HDPE ROOF DRAIN SYSTEM
--
I SATISFACTION OF THE COUNTY ENGINEER, AS - - I o - - _ w/ io' PRIVATE EASEMENT (TYP.) (MAX. HT. = 6) e d-
\ PERMITTED UNDER SECTION 0. I o
- I 6 d'
•
I'
�2. 4
33 GAR 2
444 TW - ;j \\\
� - -_ 4 3
I' I 61.1 GAR 461.17 GAR 461.17 GAR -o F l
�� i _ - 462.33 GAR 463.0o FFE 46 .00�
S c nZ 62. GAR
438 BW\ +\ •
o ° �, A 462.67 GAR 4 7 46AL
F iF� �m 4 33 463.0o FFE 7
438 EG 00 FFE a -
�� 462.00 GAR 463.33 FFE rn 46i1 S F r p b 463 35� LOT
60.6 GAR 62.67 FFE 31 i LOT I 5�BLOTaN• NOT LOT 54T n 7 4 ,II � �h� e I LOT 6 454 N
D
452 TW m -I GAR 461.33 FFE 4�3 LOT ' - - ---- -- -- -
i
rn � - , , 459.33 , LOT I �_ 9 � � I
- - - � N o FFE Dow PROPOSED 8" HDPE YARD DRAIN SYSTEM' _- N
446 BW� o� l_ 460.0 � LOT 11 --
rn II - _-. -- - -
1 � i ,e o , i M 2 I ° w/ io PRIVATE EASEMENT (TYP.) � - - __ -
PROPOSED WALL �� 8 LOT °
�� 45 13 PROPOSED 8 HDPE YARD DRAIN SYSTEM_ + 45 - - M
- _ -- - � _ - 2 � I _ ARCHER AVENUE Q
(MAX. HT. = 6-) LOT lLf w/ io' PRIVATE EASEMENT (TYP.) > W W
14 -
__ _- �I, - �� - n- - = � -_ �- ;��_ . • �•`.� � -� FUTURE ROAD EXTENSION TO ASHWOOD B
-- - - o N �/ -- - 77 PUBLIC R/W w
I ^
450 TW I 5 62 00 - - - -_ - - -
YD-2 ��
--- -
454 � �
446 Bw I „ 8.67GAR ° - - 6 YD 26✓ 13 YD 1B 3 w _ - _ -_ - J
z
-- 45 462 ---- - - -
GAR �, � W - - o -- - -
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PLANT SCHEDULE:
SYMBOL
BOTANICAL NAME
COMMON NAME
I SIZE
QUANTITY
CANOPY
I TOTAL
CANOPY TREES
ASL
ACER SACCHARUM'LEGACY'
LEG
CY' SUGAR MAPLE
2-1/2" cal.
15
195
2925
UAP
ULMUS AMERICANA'PRINCETON'
PRI
CETON' ELM
2-1/2" cal.
4
397
1588
QS
QUERCUS SHUMARDII
SH
MARD OAK
2-1/2" cal.
66
329
21714
UNDERSTORY TREES
CC
CERCIS CANADENSIS
EASTERN
REDBUD
6' ht.
14
124
1736
CFAS
CORNUS FLORIDA'APPALACHIAN SPRING'
APPALACHIAN
SPRING' DOGWOOD
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14
124
1736
JV
JUNIPERUS VIRGINIANA
EASTERN
REDCEDAR
4-5 ht.
56
16
896
MV
MAGNOLIA VIRGINIANA
SWEET
BAG MAGNOLIA
6' ht.
66
113
7458
PT
P I N U S TAEDA
LOBLOLLY
PINE
4-5 ht.
19
207
3933
SHRUBS
IGS
ILEX GLABRA'SHAMROCK'
SH
MROCK' INKBERRY
24" min.
200
JGO
JUNIPERUSVIRGINIANA'GREYOWL'
GRE
OWL'JLINIPER
24"min.
132
NHD
NANDINA DOMESTICA'HARBOUR DWARF'
HARBOUR
DWARF' NANDINA
24" min.
132
PAT
PEROVSKIA ATRIPLICIFOLIA
RUS,
IAN SAGE
24" min.
15
TOTALI
41986
LANDSCAPING CALCS:
BLOCI< 9 3.o.99 AC
GREENWAY - 2.47 AC
BUFFERS - 2.49 AC
TOTAL: 6.o3 AC
County of Albemarle
Conservation Plan Checklist- To be placed on Landscape Plans
1992 3.38
(Handbook, pp HI-284-111-297 for complete specifications)
I.
The following items shall be shown on the plan:
FENCING AND ARMORING
1l Trees to be saved;
91 Limits of clearing (outside dripline of trees to be saved);
® Location and type of protective fencing;
® Grade changes requiring tree wells or walls;
Rl Proposed trenching or tunneling beyond the limits of clearing.
2.
Mar s:
ZJ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators.
® No grading shall begin until the tree marking has been inspected and approved by a County Inspector.
3.
Pre -Construction Conference:
DRIP uNE
I
ZJ Tree preservation and protection measures shall be reviewed with the contractor on site.
4.
Equipment Operation and Storage:
Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees
SNOW FENCE I
i
to be saved.
5.
Soil Erosion and Stormwater Detention Devices:
/
® Such devices shall not adversely affect trees to be saved.
Epp
6.
Fires:
00
Zl Fires are not permitted within 100 feet of the dripline of trees to be saved.
7.
Toxic Materials:
® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved.
BOARD FENCE
00
01
S.
Protective Fencing:
CORD FENCE
® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction.
PLASTIC FENCE
CORRECT METHODS OF TREE FENCING
9.
Tree Wells:
® When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail
submitted for approval.
10.
Tree Walls:
r
I
I
1 yy I I -
El When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail
ll
submitted for approval.
r1t.
Trenching and Tunneling
j
Zl When trenching is required within the limits of clearing, it shall be done as faraway from the hunks of trees as possible. Tunneling
under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots.
CORRECT TRUNK ARMORING
am 00
TRIANGULAR BOARD FENCE
Source: Va. DSWC
III - 401
Tree Planting and Staking Detail
Not To Scale
TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: 6.03 AC
REQUIRED LANDSCAPING: 15% OF 6.03 AC = o.90 AC
PROPOSED LANDSCAPING: 41,986 SF = o.96 AC
NOTE:
1. STREET TREES PROVIDED 40' O.C. AND 5'-io' FROM PROPOSED UTILITIES.
2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE
MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES
SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT.
3. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT.
4. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE
CURRENT OWNER OR A PROPERTY OWNER'S ASSOCIATION, AND REPLACED WHEN NECESSARY.
REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN.
12. Cleanup:
® Protective fencing shall be the last items removed during the final cleanup.
13, Damaged Trees:
W D71SHE
trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist.
NOTE: IT DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
Plate 3.38-2 OWNER
CONTRACT PURCHASER SIGNATURE
DOUBLE STRAND #12 GAUGE WIRE
WITH RUBBER HOSE & TURNBUCKLES
2"x2" HARDWOOD STAKE
CUT & REMOVE BURLAP FROM TOP
1/3 OF BALL AS SHOWN
SCARIFY SUBSOIL TO 4" MIN. DEPTH
MULCH SAUCER
FINISHED GRADE
TREES UP TO 4" CAL. SHALL BE STAKED.
TREES 4" CAL. OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED
TWISTED, #12 GAUGE WIRE WITH HOSE
AND TURNBUCKLES. LOOP HOSE
AROUND TRUNK ABOVE BRANCHES
AS SHOWN, FLAG WIRES WITH
COURVEY TAPE. REFER TO SPECS
FOR ADDITIONAL INFORMATION.
AMENDED SOIL MIX
COMPACTED SUBGRADE
Evergreen Tree Planting Detail
Not To Scale
Conservation Plan Notes:
4/16/2020
(DATE)
(DATE)
5/1/06 Page 1 of 1
TREES UP TO 4" CAL. SHALL BE STAKED
WITH 2-2"x2" HARDWOOD STAKES.
TREES OF 4" CAL. OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED, TWISTED,
AND TURNBUCKLES. LOOP HOSE AROUND
TRUNK. FLAG WIRES WITH COURVEY TAPE.
REFER TO SPECIFICATIONS FOR
FURTHER INFORMATION
GUYWIRES WITH RUBBER HOSE AND
TURNBUCKLES 2/3 UP TREE
2"x2" HARDWOOD STAKES, ALIGN
TOP OF STAKES
MULCH SAUCER
AMENDED SOIL MIX
CUT AND REMOVE BURLAP FROM TOP
1/3 OF BALL AS SHOWN
SCARIFY SUBSOIL TO 4" MIN. DEPTH
COMPACTED SUBGRADE
1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON
AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY
SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND
INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT.
2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS
AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE
PRESERVED AND PROTECTED.
3, TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER
MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL
NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED.
4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES
TO BE PRESERVED AND PROTECTED.
5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF
TREES TO BE PRESERVED AND PROTECTED.
6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS
BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY
ENGINEERING DEPARTMENT.
7, WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE,
TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE
PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS
OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL
BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL
SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED.
8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED
AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES
IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL
BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST.
9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE
PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON
BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND
MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED.
10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION
CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEANUP.
U)
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REVISIONS
C O L L I N S EN G INEE R IN DATE REVISION DESCRIPTION ova co
1/21/2020 INITIAL SUBMITTALP q
200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719 4/16/2020 REVISED PER ALBEMARLE COUNTY COMMENTS a o
PROJECT r N
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