HomeMy WebLinkAboutSDP202000008 Plan - Submittal (First) Initial Site Plan 2020-01-21GENERAL NOTES
OWNERS:
TMP 04600-oo-oo-oigB4
CROCKETT CORPORATION
C/O HAUGH & HELVIN
435 PARK ST
CHARLOTTESVILLE, VA 22901
DEVELOPER:
RIVERBEND DEVELOPMENT, INC.
455 SECOND STREET SE, SUITE 400
CHARLOTTESVILLE, VA 22903
ENGINEER:
COLLINS ENGINEERING
zoo GARRETT ST, SUITE K
CHARLOTTESVILLE, VA 22902
TAX MAP:
04600-oo-oo-oigB4
D.B. 5oii, PG. 170
162.75 ACRES
TOTAL PROJECT AREA:
04600-oo-oo-oi9B4-162.75 AC. (PORTION OF)
BLOCK 9 - io.99 AC
BLOCK io - 9.66 AC
BLOCK ii - i3.gi AC
TOTAL = 34.56 AC
PROPOSED USE:
85 TOWNHOUSE (VILLA) UNITS
ALLOWABLE DENSITY:
BLOCK 9: ig UNITS (MIN.) TO 57 UNITS (MAX.)
BLOCK io: 9 UNITS (MIN.) TO 27 UNITS (MAX.)
BLOCK ii: ii UNITS (MIN.) TO 53 UNITS (MAX.)
PROPOSED DENSITY:
BLOCK 9: 33 UNITS
BLOCK 10: 24 UNITS
BLOCK 11: 28 UNITS
REQUIRED SPACE:
Bc
Bic
B13
OPEN SPACE PROVIDED:
Bc
Bic
Bij
CIVIC/PARK
GREENWAY
OPEN SPACE
BUFFERS
TOTAL GREEN SPACE
o
i.8 ACRES
o
2.8 ACRES
4.6 ACRES
0
3.6 ACRES
i.o ACRES
o.i ACRES
4.7 ACRES
1.2 ACRES
8.2 ACRES
1.3 ACRES
o
10.7 ACRES
CIVIC/PARK
GREENWAY
OPEN SPACE
BUFFERS
TOTAL GREEN SPACE
0
2. ACRES
o.osACRES
2. ACRES
S.91 ACRES
0
3.94 ACRES
0.92 ACRES
0.3o ACRES
5.16 ACRES
i.io ACRES
8.66 ACRES
0.54 ACRES
o
10.3o ACRES
BUILDING HEIGHTS:
NO MINIMUM HEIGHT REQUIREMENT.
MAXIMUM - 3 STORIES / 4o FEET
SETBACKS:
NEIGHBORHOOD DENSITY RESIDENTIAL - BLOCK 5 TO BLOCK ig
FRONT SETBACK: 8' MIN. & z5' MAX.
PORCH SETBACK: 5' MIN & 25' MAX.
SIDE SETBACK: 5' MIN & NO MAX.
SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX.
REAR SETBACK: io' MIN. & NO MAX.
GARAGE SETBACKS: 18' MIN.
SUBDIVISION STREETS:
CURB & GUTTER
WATERSHED:
SOUTH FORK RIVANNA RIVER
AGRICULTURAL/FORESTAL
DISTRICT: NONE
TOPOGRAPHY & SURVEY:
TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN
SURVEYING AND BELL LAND SURVEYS, JANUARY 2015.
BOUNDARY INFORMATION WAS COMPILED BY LINCOLN
SURVEYING ON MARCH 7, 2015. FIELD VERIFIED BY COLLINS
ENGINEERING IN NOVEMBER OF zoig.
DATUM:
NAVD 1988
EXISTING VEGETATION:
MOSTLY WOODED.
PRESERVED/MANAGED SLOPES:
PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN
WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING
CONDITIONS SHEET FOR LOCATIONS.
LIGHTING:
NO LIGHTING IS PROPOSED.
PHASING:
THESE BLOCKS SHALL BE DEVELOPED EITHER AS ONE (i) PHASE OR
A TOTAL OF (3) SEPARATE PHASES.
RECREATION:
UPLAND PARK (CIVIC SPACE #2)
i. OUTDOOR PLAZA AND MEETING AREA
2. TOT LOT PLAYGROUND AREA
3. OPEN RECREATIONAL AREA
4. HARD SURFACE PLAY COURT SUCH AS A BASKETBALL COURT,
TENNIS COURT, OR SPORT COURT
5. MINIMUM 5 SPACES FOR PARKING
6. TRAIL CONNECTION TO THE GREENWAY TRAILS
PARKING:
TWO (2) OFFSTREET PARKING SPACES ARE PROVIDED PER
TOWNHOUSE UNIT. ONE (i) ON STREET PARKING SPACE PER EVERY
4 UNITS IS REQUIRED.
85 UNITS 14 = zz PARKING SPACES REQUIRED
zz ON STREET PARKING SPACES PROVIDED
BUILDING SITES:
EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE
REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY
ZONING ORDINANCE.
BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF
THESE (3) BLOCK AREAS.
FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID
51003Co28oD DATED FEBRUARY 4, zoo5. IN ADDITION, A DAM
BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE
SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED
UPSTREAM OF THE PROPERTY.
LANDSCAPING:
A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL SITE PLAN IN
ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION
32.7.9. STREET TREES ARE INCLUDED WITH THE LANDSCAPING
DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE
ROADWAYS.
LAND AREAS:
OPEN SPACE: 18.27 ACRES (54.6%)
LOTS: 7.66 ACRES (22.9%)
ROW DEDICATION: 7.51 ACRES (22.5%)
PROPOSED IMPERVIOUS AREAS: ROADS & SIDEWALK: 17o,625 SF
BUILDINGS, PATIOS/DECKS: 95,76o SF
DRIVEWAYS: 37,800 SF
AMENITIES: 7,150 SF
TOTAL IMPERVIOUS AREAS: 311,335 SF (7.15 ACRES)
RETAINING WALLS:
RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE
GRADING & DRAINAGE PLAN FOR WALL LOCATIONS.
TRASH:
EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.
UTILITIES:
ALBEMARLE COUNTY WATER & SEWER
AFFORDABLE HOUSING:
AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH
THE APPROVED BROOKHILL PROFFERS. SEE SHEET 16.
TOTAL PROPOSED UNITS: 85
TOTAL PROPOSED AFFORDABLE UNITS: 13 UNITS OR CASH IN -LIEU
OF AFFORDABLE UNITS
NOTE: LOCATION OF AFFORDABLE UNITS TO BE DETERMINED WITH
THE FINAL SITE PLAN OR CASH IN -LIEU OPTION.
BROOKHILL - BLOCKS 9, 101 & 11
PRELIMINARY SITE PLAN
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RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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GRAPHIC SCALE
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PROPOSED ROUTE 29 BUFFER
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VICINITY MAP:
CALE: 1" = 2001
SIT
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Sheet List Table
Sheet Number
Sheet Title
1
COVER
iA
PROFFERS
iB
PROFFERS
2
OVERALL MASTER PLAN
3
OVERALL BLOCK PLAN
4
EXISTING CONDITIONS
5
LAYOUT PLAN
5A
LAYOUT PLAN
6
UTILITY PLAN
6A
UTILITY PLAN
7
LAYOUT & UTILITY PLAN
8
LAYOUT & UTILITY PLAN
9
GRADING & DRAINAGE PLAN
gA
GRADING & DRAINAGE PLAN
10
GRADING & DRAINAGE PLAN
11
GRADING & DRAINAGE PLAN
12
NOTES & DETAILS
13
NOTES & DETAILS
14
STORMWATER MANAGEMENT PLAN
15
LANDSCAPING PLAN
16
LANDSCAPING PLAN
\ I� LOT LOTS LOT4 V A \
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LOT
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OPEN SPACE
LOTS
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LOT LOT34 1 OT35 6 I I LOT3A
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LOT 37
LOT I II LOT
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PROP _ OSED PUBLIC ROAD LOT41
LOT
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�LOT 42 ♦� \\
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FUTURE ROAD EXTENSION
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LOT 17 o� �� ems` LOT 6y ® 240.55 PROPOSED SPOT ELEVATION
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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 04600-00-00-019114
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, JP_, 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
housing objective through a variety of housing a including but not limited to for sale units rental units
s g J g Y g types, g o o ,
accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly
described in sections 4A, 413 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 theCertificate 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
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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
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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) Conveyance of Interest. All deeds conveying 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
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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 Management. 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
Y Y ( g g) Y Y
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 (I") 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
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WITNESS the following signature:
OWNERS of Tax Map Parcel 04600-00-00-018A0:
/
By.
CHARLES R. HA GH
By: 4& I * .�
VALIZABETH AN�BY GH
Date: .614
OWNERS of Tax Map Parcel 04600-00-00-01800:
By: l `�i� `Z LI
CHARLES R. HAUGH, T USTE
By:
DOUGLAS B. OGTrNI3Y, 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
By: is, 7'J� _ �✓ 2wo,�.ais•tLr
Ann O. Haugh, Its President — I
Date: 8,4 2,0! Q
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 IMPRnVPUP iT<
PROPOSED SALAMANDER
' CROSSING (3 TOTAL)
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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: 0-4..•1 c _I . f -rl c add i�/�u .a� dt�.-►t'
Ann O. Haugh, Its President
Date: �f't �,U / 9
OWNER of Tax Map Parcel 04600-00-00-018D0:
CRAFTON CORPORATION, a Virginia corporation
By: Ci. X,4�. c - , �' L
Ann O. Haugh, Its President
Date:_
Page 10 of 1 I
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 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B1,
04600-00-00-019113, and 04600-00-00-019134 (collectively, the "Property") is identified as ZMA 2018-00011,
Brookhiit Proffer Amendment ("ZMA 2018-11 "); and
WHEREAS ZMA 2018-11 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
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 County Board of Supervisors waived the Planning
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 2018-11.
BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon
consideration of the staff report prepared for ZMA 2018-11 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.
1, Claudette K. Borge'sen, 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 Sup r Isors
Aye Nay
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:
BROOEMLL APARTMENTS, LLC, a Virginia limited liability company
By: CDG Holdings, LLC, Managing Member
By: Haystack Corporation, Ma ger
By:
Andre. cGinty, Its President
Date: -161 3/Zd / pj
BROOKEULL INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser)
By: River Bend Wagemenk Inc., Manager
By:
Alan R. Tay or, is President
Date:
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 p to Albemarle County through the Smart
Scale program based on Albemarle County's 2016 Grant application; 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 b he Virginia
t nla Department of Transportation
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supported the proposed alignment of the new connector road.
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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.
1, 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 of Count pervisors
Mr. Dill
Y
Mr. Gallaway
Y
Ms. Mallek
Y
Ms. McKeel
Y
Ms. Palmer
Y_ _
Mr. Randolph
Y _
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EP'. RR �G '" I \ CHARLOTTESVIL.LE VA 22( of CHARLOTTESVILLE, VA 22 of
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SPACE C/O HAUGH & HELVIN
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435 PARK ST
CHAR LOTTESVIL.LE, VA 22O01
PROPOSED CIVIC SPACE
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BLOCK 10 �' ', I \ EASTERN POCKET PARE. �O'�'f' ` DEVELOPER: RIVERBEND DEVELOPMENT, INC.
/_(LOCATION TO BE DETERMINED I 455 SECOND STF;EET SE, SUITE 40o
(BLOCK �1� / . �.: �\ ❑
a i WITH FINAL DEVELOPMENT PLAN) �, <\ CHARLOTTESVIL.LE, VA 22903
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- BLOCK \ , % * _ i r" INTERCONNECTION ACCESS �----- CHARLOTTESVIL.LE, VA 22902
\ PROP D PRIMITI� -- _ ',,�,' \."'" TO THE MONTGOMERY MIN. NATURAL BUFFER
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'IMPROVEMENT + •" , ♦ %' \/ / : - \ D.B. 73i, PG. Ego D.B.1333, PG. er5o D..B. 73i, PG. Ego
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ROPOSED CIVIC SPACE SPACE i/<< +!' ALBEMARLE COUNTY R-� RE�iIDENTIAL. R-� RESIDENTIAL ZONE: R-1 RESIDENTIAL
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SWM FACILITY #2 �' �� G E N1NAY s - - ° `° ,:;�, ('TYPJ °° - i \ - 277.5oAC. TOTAL
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AROUND VIDDT STORMWATERy r , •', ,n. s EXISTING ARCHAIC WOODLAND DEVELOPMENT TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN
MANAGEMENT POND ` " r 4 ' r '' . CAMPSITE AREA TO BE PRESERVED (TY ) \
I � � j\�j/; ".e +.. '( �•�, „ �'�., AREA P. �r � SURVEYING AND BELL LAND SURVEYS, JANUAIRY ZoiS.
BOUNDARY INFORMATION WAS COMPILED BY LINCOLN
SURVEYING ON MARCH
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FOR FURTHER DETAIL ^ v'I MAIN STREET BE CONSTRUCTED AT THE �• �PRESERV'ED STEEP SLOPE - .;.ei . : / -r''• " , - �\ MONTGOMERY RIDGE
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I , THE NORTH/SOUTH CONNECTOR ROAD BLOCK 3 � / I � CROSS SECTIONS FOR THE BROOKHILL DEVELOPMENT.
4 1 I OPEN\' < 2. EXACT LOCATION OF NEIGHBORHOOD ROADWAY„ ALLEYS, AND TRAVELWAYS SHALL BE
\� SPACE- ,' \/ =
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)� . ' \ 4. NO CONSTRUCTIONTRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE
# BLOCK 1 �1_ EXISTING too -'YEAR �. PROPOSED v \ \ OR FOREST LAKES.
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T.M. 46 18D ( - o <v \�\ 'c EAST EST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN
-\.\' " \�TRAILWAY
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CRAFTON CORPORATION - - ._ _ - _ _ 0 ` ; / ,. -= . O U OP THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL I3E PROCESSED FOR THE MODIFICATIONS
BLOCK 2 °° , .., I �� ? \\ TO THEFLOODPLAII\L
DEVELOPMENT AREA ! / �D OC' a
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PROPOSED NEIGHBORHOOD CENTER ACCORDANCE WITH ALBEMARLE COUNTY CODE 18. 12. EACH PRELIMINARY SITE AND
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/ WITH FINAL DEVELOPMENT PLAN.) 1 ._ _ _ , _ _ _ _ o +;(BLOCK 17) \ z
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7 DAY BREACH INUNDATION ELEVATION, ,AND DWELLING UNITS BELOW THE PMP
' •. ° CO' INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT
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70' 'NATURAL LANDSCAPE BUFFER C 4 / ;' #- -- I ° , w I; �` "\ \ - 8. THE PROPOSED DEVIELOPMENT SHALL )INCLUDE A: MINIMUM OF (3) CIVIC AREAS, AS SHOVVN
& 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 �- I AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA.
f� I # 1 IANAGECI STEEP SLOPE 1 �l 9. T'HE PROPOSED OPENN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO
APPROXIMATE LOCATION O t
NOTE: A PROPOSED MULTI -USE PATH' HISTORIC MARKER FORT HE / (TYP.) GREENWAY tr r` / ,' \� \3 ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER
IS PROPOSED BY VDOT ALONG THE - �jL (TYP. MANAGEMENT AND EROSION CONTROL MEASURES AS NECESSARY FOR THE
\!! • \ DEVELOPMENT.
ROUTE 2g FRONTAGE OF THIS BROOKHILL. PROPERTY i '�� � � •-�•• � .� ) "& �'' ° \i
PROPERTY. PATHWAY TO BE ' -' -" - - �- - .� �. PROPOSED 2o' BUFFER-- -- -_ / �., --- j r " . ' \' - ,� 1\ 10. CONNECTION POINT®ON THE. APPLICATION PLAN SHALL BE A FULL VEHICULAR
+ I INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINT HALL ONLY BE A
LOCATED WITHIN THE VDOT R/VV. ��
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LOCATION OF EXIS�NG „ s1. UNIFORM 5IGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND
I' LOCK OCK 19-DUNN CEMETERY TO ` DELINEATE: BOTH THE PUBLIC AND SEMI PUBLIC ROUTES AND FACILITIES ON THE SITE.
�� �REMAIN) � iLOCK LINE TYP. �f i r q - J NOTE: ,
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LIMITS SHALL BE REPLANTED IN c
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AREA TYP. ,. `I' ' •o WITH HOA APPROVAL, A 10' MULTI -USE: PATH
FORESTED BUFFER REQUIREMENTS \` EXISTING BROOKHILL / ( ) ti' y4
ITS OF 1gTH CENTURY �`•`^''' '� � III SHALL BE EXTENDED TO THE ENTRANCE OF �__ _
HOUSE TO REMAIN '` WETLANDS
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8 _- DEVELOPMENT AREA EASEMENT DOCUMENTS ALLOWING THE \\ \�
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IMPROVED INITERSECI-ION ' , , _ O(i1� v Ap roved by the = - ti. d Supervisors 0
AND STOPLIGHT. ' -_ - _U��� � _ _ _ - _ - _ _ � � Ov'C�'IF RwER o c� @ o EXISTING ioo YF2 FLOODPLAIN
- PO�E1 - PROPOSED IMPROVEMENT TO S D8t
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SEE BROOKHILL_ TIA REPORT -
^ �,' POLO GROUNDS ROAD FOR R�`I P }_
a� f ' �= STAT G�OE%NDSROAD
ART RO ...... STREAMS
FOR FURTHER DETAILS *`' - --6¢� �D AD �So, TURN LANES -SEE THE POLO _
P. ) T F HISTORIC RESOURCE T BE PRESERVED
• 2S3) --- GROUNDS ROADWAY / ann@r _ LOCATION O H STO C0
�' •`I J - - ` IMPROVEMENT' PLAN
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DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. io' MULTI USE F'ATH ,a�,, .�✓' zoo o zoo aoo 80\
SEE PROFFERS FOR FURTHER DETAILS �) PROPOSED LOCATION OF HISTORIC MARKER
T.M. 46 -18C
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SEE POLO GROUNDS ROADWAY IMPROVEMENT FLAN & TRAFFIC TIA. ( IN FEET ) PROPOSED ELEMENTARY' SCHOOL SITE
1 inch = 200 ft.
SHEET 1 OF 1
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SCALE
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FINAL SITE PLAN ♦ ♦ ♦-\�-----------_I /�\\ °°°®®
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ROAD PLAN 1 I 1 o®
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SUB2017-00117 % 1 1 i 0 > I o 11 ® Development
,I Greens pace/Amenities (ac)
1 \ 0 ° �1 ®� Area Per Proposed Area (Roads, Proposed
A ® O° I o� Block Land Use District Brookhill Area(AC)Lots, Buildings, Development
V
L �� m vv o° I / �� COD (AC) Parking lots) Per Area (AC)
B OC 8
I a \ °° I COD (AC) Civic / Civic / Open Open Total Total
SDP201900026 BLOCK 7 \ a \\ ` \ °°®® °°° lGreenway Greenway Buffers Buffers
Parks Parks Space Space Greens pace Greens pace
FINAL SITE PLAN PROPOSED \ \ ®®®® Required Proposed Required Provided
\\ o ` I Required Proposed Required Provided Required Proposed
CURRENTLY UNDER DEVELOPMENT ' \� �1 `\\\ / �' 1 Neighborhood Service Center 12 12 0 0 0 0 0
REVIEW FINAL SITE PLAN / ® \ \ 00,
1 2 Urban Density 6.3 5.1 1.2 0 0 0 1.2
BL.QC14 $� I �� 3 Urban Density 5.8 5.1 5.8 0 0 0 0 0mi
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\ i 3A Urban Density 3.3
\\\`'/ I 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 1 2.9 2.97 8.4 5.88
\ I woo' / 4A Urban Density 9.98 7.17 0.86 0 0 1.43 2.29
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\ / 4B 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
/ \ was ` �® 5 Neighborhood Density 6.6 5.1 0 5.7 1.5 0 7.2
- 6 Neighborhood Density 7.2 0 7 0 0 0.2 7.2
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643 (D. 0AD iso') ...
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PROPOSED RESIDENTIAL DEVELOPMENT
(INITIAL SITE PLAN CURRENTLY UNDER REVIEW)
PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT
(APPROVED INITIAL SITE PLANS AND FINAL SITES PLANS
ARE UNDER REVIEW)
GRAPHIC SCALE
100 0 100 200 400
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8B
9
10
12
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14
15
16
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( IN FEET ) I I 18
19
1 inch = 200 ft.
Neighborhood Density
8.55
5.52
0
0.54
1.80
1.64
Neighborhood Density
17.36
7.4
0
4.04
2.76
2.18
Neighborhood Density
9.6
6.8
0
1.8
0
2.8
4.6
Neighborhood Density
4.6
3.4
0
3.6
1
0.1
4.7
Neighborhood Density
5.7
3.2
1.2
8.2
1.3
0
10.7
Neighborhood Density
6.7
5.7
0
3.2
1
0
4.2
Neighborhood Density
11.7
9.7
0
1.4
1.1
0.9
3.4
Neighborhood Density
5.4
4.1
0
4.7
1.3
0
6
Neighborhood Density
16.9
13.6
0
4.1
2.1
1.2
7.4
Neighborhood Density
9.7
8.4
0
1.8
1.3
0
3.1
Neighborhood Density
15.8
11.8
0
3.3
3.8
0.2
7.3
Neighborhood Density
34.4
1 27.3
1
0.7
4.4
3.8
2.6
11.5
Brookhill House Parcel
1 3.2
1 3.2
1
0
1
1 0
1
1 0
1
1 0
10
Total
1 223.9
1 168.8
1
10.3
1
1 53.6
1
1 28.8
1
1 16.0
1
108° 7
3.98
8.98
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JOB NO.
182150
SCALE
1 "=200'
SHEET NO.
3
- IIyIIIIlI I1IIIIIlI I1AI Il�1,
IA) I�TvI(I eHI �IL_) �IIN� E�
\�
pCoup,
TMP046135-oo-oo-oo1Co SE TH ENSw
OWNER: COUNTY OF ALBEMARLE
ACREAGE: 4.75AC
,u-
\I - oo-0o-000— To —i /—;—
ZONING: PUD
DB/PG::1973/473 TMP: o46B5
",")OWNER: FOREST LAKES COMMUNITY
ASSOCIATION INC
ACREAGE: 4.12ACII ZONING: PUD
DB/PG: 1973/473
- l 4° 439.4 437' �-,------------------------------------- _-,,- -, t7 -t- �17
6 43.od"W 59-99 �Szz 5o IIId-III IIIII-!I II I II
III 1I-
-
�
Ly
- � -;-
GENERAL NOTES:
-
��-
-
�.\
-
� \11. NO FLOODPLAIN EXISTS ON THE SUBJECT SITE PER FEMA/'
.0 39.9zp,N84°4Ti3
AQ
�
P M z""l� -
�1 I \ FLOODPLAIN MAPS # 51003CO280D
I �I v
/�, I � ,I 1 Iti \ ^ I I I 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. ��
L - �, I \ N \ = �� �� / I III 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL
INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF
\� _ ��'` �`� .���f UNDERGROUND UTILITIES MECHANICAL AND ELECTRICAL SYSTEMS
9,1SCOTT R. COLLINS�
�_) Lic. No. 035791 �
EXISTING SANITARY SEWER AND AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE III�I1'
�1
V o
. CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION --
EXISTING STREAM zo SANITARY SEWER EASEMENT AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY ,, v
2:
w co
SEWER, SEWER AND WATER -SERVICE PIPING' a
I I V A / J III /
s4s°3roe.g3� _ _ UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE I A I I II III II '� �� \ - ' I I I �� v / I �� (�� �� o U)
V1 , A \
♦ E3z CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED ` I I ,� v y I \ v� / I I z
BLOCK 13 I I III � I I I I"I J I � Q p Q
m m 1\ VA_ ` \ ,� , l I I
/ TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES _ \ \
-_ � IhI�III II1I I I I II I fiIIl- I 9 wo'i �N I ♦
I
SERVING THE PROJECT SITE. �>
w
4 AOSER�Y SIZETYPE &LOCATION OF EXISTING
WATER LINES 0N THE SITE.
�EXISTING WETLANDS (TYP.) ,AT�HLIN� `
III
z \ \ I SE THIS $H -ET W
- TMP: o46B -oo-oo oo1Co -
I IIIIIIII - V I 5
IIIIIII III! �\
I I I I OWNER: COUNTY OF ALBEMARLE
/
�� 11 G ACREAE:
AC
ZONING: PUD
a A F� I I I DB/PG: 1973/473
I I
�o� ! II 1� =III;
s � i
/ 1 IIII w 70' UNDISTURBED 1 A `
0
BUFFER AREA 04600-00-0o-BI1 d I
1 d i 1'iIl1� I1�IIzp
OWNER: HORNE LAND CORPORATION
_ r
/\I1I,I1II IlIIiIlIlII lI1 �O� �"Qm II,II o o i i1 ` PROPOSED
\
�
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64°
04' 39. z8"E 462.437'ACREAGE: 46BLOCK12 v
.43 AC
ZONING: RURAL ww GREENWAY, TYP.
U) _j LAN 3oDB/PG: 62 /191 �
N BUFFER AREA Szz°5 43.00W S9.99I
------� � -�-1
,
-
BLOCK io v �PROJECT BOUNDARY (TYP.)
v `. v I I I I I v \74
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4° 47 3 39 9
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00
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\ I N
� ♦ I �'o A EXISTING SANITARY SEWER AND
I
L I BLOCK 9 ♦ v ( ����, A zo' SANITARY SEWER EASEMENT
00
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11 \ 1 • o ��V\- / / 5�
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PRESERVED STEEP SLOPES\- LIMITS OF SUNNY\
DAY DAM BREACH v i b o �\ \� , A ♦ i�/
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43.99 4 5 49' 4 5 73' 3 °o e - �_ \ i `� ° _ K5
.0 PROPOSED
w _ _- GREENWAY, TYP. A o
I \ Nig° 30' 22.28"E 51.070' -o f�sa.z- \ \ OO c` ��=O "o
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SDPzos80005 A •
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OFTREELINE
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,
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\ / - � - - -II` o LIMITS OF FEMA APPROVED o
M 1ooYR FLOODPLAIN
i
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sI A 11 PROPOSED ROAD
•
(CURRENTLY UNDER REVIEW)
SDP201700127
---- �
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---
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JOB NO.
182150
SCALE
1 "=100'
SHEET NO.
2
/ -- - - - - - - - -- -- 7 UNDIS
-- - - - BED BUFFER
---- EXISTINGioo'STREAM ----- --- ----_- _- ------
BUFFER (TYP.) PROPOSED WALL - - - - - - - - - - - - - - - -
/ (MAX. HT. = 6') - - - - --
ROUTE 2 BUFFER SCOTT R COLLINS
- ' - --- 30' PLANTED/REFORESTED BUFFER
--- 9 NOTE: SLOPES GREATER THAN 1 SHALL BE PLANTED WITH NATIVE STEEP ° `
- - Soo' WIDE BUFFER ALONG ROUTE 3 Lic. No. 035'791 �
- - so' REAR SETBACK K (TYP.) - -
/ - - - �_ _ _ — — — — — — — — — — — — — 29 TO SCREEN THE DEVELOPMENT. SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A — ��
SEE NOTE, THIS SHEET. RATE OF 6o LBS. PER ACR, OR 1 LB PER s,000 SF. -_ o����
�\ �SIONAL E�
-- - - -- -- --- --- --- -- - -
- PROPOSED WALL
PROPOSED � LOT LOT I � I I - - - -- (MAX. HT. = 6')
---
� I I I PROPOSED WALL - - - - - - PROPOSED 5' CONCRETE SIDEWAL
(MAX. HT. - 2 )
ROPOSED WALL; LOT � 2 � r _ I II I(MAX. HT. - ) � OPEN SPACE
I
21 22 3 LOT I
LOT of LOT LOT � LOT LOT LOT LOT 7- - - - - - -
PROPOSED GARAGE (TYP.) L LOT ml 28 29 30 PROPOSED , /
LOT m 27 m
20 LOT �' 31 32 33 I LOT LINE (TYP.) _ _ -� LOB' PROPOSED WALL �
26 -�I
PROPOSED WALL 2 - _ '
I
-- m �
- 5 0� � ' � (MAX. HT. - 6 )
- I 2 I EXISTING Soo
- 1
HT. - 6 4 DI =
(MAX.
)
-- oo (1) PROPOSED
n _- _ S M BUFFER
-__-_ - /�
D - - PROPOSED CG D ENTRANCE (TYP.)
- _PARKING SPACE 9
PROPOSED WALL ICI _ - - - (TYP.)
(MAX. 77
HT. = 6') - - �I PARKING SPACE II W n
_I (1) PROPOSED
I � I I-< 25' MAX_ RON SETBACK (TYP.) II � - -
PROPOSED DRIVEWAY TYP. �` - OSED U PLANTING STRIP N
L - - (TYP.) — - -- - - - 3R - LOT
L J i8' MIN. ARAGE I ----- -- I -
- PROP
- _ I I
° YP. PROPOSED CG-6 CURB (TYP.)' �� D z - -
. SETBACK (TYP. _-
° ° 118 (TYP. 1 - - _ - -- I 8' MIN. R_ N_T SETBACK (T ) do o rn D • 2 ( I -7 z
- __ i8' MIN. GARAGE i -
- -• ° I - I --- _ NO PARKING SIGN (TYP.) SETBACK (TYP.) I rv' m ^ J
1 PROPOSED -- rn- - �y I F Q
I s I PARKING SPACE - - - - - �
M I I I /fl-
I - --- - - -- ----� _ / u
Ln
-- m
uj
•o �R�
I SWM FA ITY o cn
Q- NO PARKING SIGN (TYP.
12+ 0 Zc; > LOT /
I
. • • __ I 3� R 2+00 -� 45o R 13+�0 14±50 �. - 3 / 3 �: o
OCH COURT K 1 + o I � �a�a � � � � — �
i - - - C ROA - 3 5 14+00 / cn
LI
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S ED 40o R
1 O z
1 5 — PROP C R W - I ` >
(2) PROPOSED as, F C-FIC 4g PUBLI I (~�
Lu
20 E P- I 10+oo- PC: 10+o2.96
+o0 24
PARKING SPACES 10+5o E P v,
e _ , -- — -- --- - - -
10+0 • o � o.a - - - - Ih� -� J -- � LOT •
•
YP.)
• 8' MIN. O_NT SETBAC ( • � --�- � - ITS OF GRE WAY
0
•
I � LIMITS GREENWAY W
- ONT ETBACK TYP.) - ° ce
ENTRANCE (TYP.) o � • g' MIN. - � \
_ , ROPOSED CG
b EN - - \ -
- o °
SPACE =- - -
_-- ST
I, J
' ` • e � °" 2 'MAX. FR SETBACK TYP.) I • o OP SIGN (TYP.)
PROPOSED 6' PLANTING STRIP I I -
•
I - - WALL OPEN AC
', , - � ,,, pl _ - OPOSED DRIVEWAY (TYP.) PROPOSED WA PE SPACE
PROPOSED CG-6 CURB (TYP.) - _- I I STREET SIGN (TYP.) h o MAX. FROM (MAX. HT. - 6')
T SE
TB PR
A
0
I - /
A --
III
� I
I I P I
•
mv� E (TYP.) O \ I
I � POSED GARAGE �� �
�I LOT
I --
PRO G I I
_ T -
o I o
LOT - LOT _
• I
LO
• LOT
PROPOSED WALL LOT �'r D I LOT 6 / ` w
(TYP.) PR LOT I (MAX. HT. - 6) - O PARKING SIGN T ) ', PROPOSED 5' CONCRETE SIDEWALK �- 7
LOT I 10 9 -� m _— _- -- ---- - - -
ICI 11 8 - / - —-----------
LOT---
I I 12 - - -- - -
-
1 I - - - - -
3 _ -
' LOT ,, k
� _ o,-REAR SETBAC -- -
TYP•) / _ -
14 � - I 1 � /
15 GYP•) - - - PROPOSED 5' CONCRETE SIDEWALK _ L -- -- - - _ - -- -
PROPOSED CG-11 ENTRANCE (TYP.) PROPOSED 6 CURB TYP. CAPEp BUFFER o
1a RE 1 ( ) o LANDS - - _ -- -- —
I�
- _ '2 - ---
PROPOSED WALL 1 STOP SIGN (TYP.) PROPOSED CG-12 TYP. , 8 - - - - - -- (TYP.) _ SIGHT DISTANCE=28o _ -
/ PROPOSED CG-12 (TYP.) - _ _ _ � = _ _ _ -• --- UE up• -- _--- O
MAX. HT. 6 LOT - � - - - - -_ - • . o - - - -_ -��"
,-
----
ti . ° • � � � RCH R _ o ASHWpO
•
PROPOSED 4' BIKE LANE S ,° -o / / e° --- --- -- _ a - ENSIGN F Z / ti
. = � E p gL
• A Y
LOT LOT LOT i6 I : 11+38.36 �s �_ . -6- FUTURE RO� EX 7 PUBLIC RIw - - M
19
1 °• ,
DISTANCE TO NEAREST N_ - �; - E _ M
I _ =--------- - F --- - I R 16' EIP F/C 52+50 �2go / e O W
vFF� ---
SPEED INTERSECTION=49oFEET CE / — --- --- r N
TDB g'R 52+ D� _,- - - - ----- E
00 � p,N � E
/ P\JDc,CPP/ W + 0 So+oo 0+50 51+00 51 50\G , �_ _ _ _- - _ - -_ -
5 _ I �
I 20 \" RI`N RI 49 5 7T RI Rlw 15' GRASS ISLAND
�i i NOTE ARCHER AVENU (�
/- _ - E
� � � � � � � �� SHALL BE COMPLET d'
PROPOSED 5' CONCRETE SIDEWALK e / p.FIC 9+0o zao g� 80o R 77N / - � k / W j / WITH
- _ __
I I ti6 EI 4Ar Q\S� P\�\ PROPOSED CG-12 PRC: 50+65.81 � i6� EI -FIC /< Lu
o PROPOSED CG-2 _r
PROPOSED 6 PLANTING STRIP \�C -4- o /< /< �LL
I i �Nv PD }50. �PND \G o CURB (TYP.) � / e K ----
R P�\CRO 4 P55 \5 E. \
R as, N - w
�`'� - ---------- < N
R E� v6 R\Ll / 15 - W
o • o e De -
°
pP Pv k0o / p-F1� - -- - -- PROPOSED 4' BIKE LANE
N z
I PROPOSED CG-2 CURB (TYP.) PR �� 16 EI PROPOSE G-11 T NC -
o
- -- SIGHT DISTANLn
CE=28o, _ _-- \,
/ - D C EN RA (Y ) p POSED 6 PLANTING STRIP
E T P. RO
_ -
- BUFF PROPOSED -12 TYP. r CG TYP.) � Z
PIED FFER ( ) / I
60 I
Zo LANDS STOP SIGN � � � � � W
Ui
-
��k50 / �i "PROPOSED SIGHT _ 1 STREET SIGN (TYP.) DRIVEWAY (TYP.) - - _ J z4' F/C F/C PROPOSED
DISTANCE EASEMENT - - - / _
uj
r. �L �. �- YP) 49' R/W-RfW - 1 U
- AR SETBACK (T N LOT
i T I � oC I 1
L V J
,gyp ,• o , � � �- - -
aoo SPEED LIMIT (TYP.) Nw° I I 34 I - - - _ \� EXISTING STREAM Lij 1..1.
/ 10 RE
- _
PROPOSED LOT I /� e I i� \
/ LOT I I — I _ L9rl
LOT LINE (TYP.) LOT 6 57 /�` 20 E/P Y � �, _� O �
T�
-off k5o LOT 5 I NO PARKING SIGN (TYP.) LOT /� e e �� k c �1. �� 5 ` O
r / 55 I F t F t 1 l i� % 5��
I < s / C6
54 _ •
f 35 >-
.fl PROPOSED CG 6 CURB TYP. - _- AX. FRONT II / \ / o - / E F � i�
s
/ ssi SETBACK-(TYP.) i _ a
/ H I s
O
i
16k° /=��e �/ / \ �F`S � � ' - • / // • /�O ! PROPOSED CG-6 CURB (TYP.)_� �� I �� s� � � i � � i
8' Mlf�. FRONT / // /C� -- !� LOT
� �� i � ° ° � SETBACK (TYP.) � / ��� � _/ � Im � � � � � � � � __
/ OPEN SPACE �I / PROPOSED CG-12 TYP.) / 36 a' LU \
i '�
BACKATYP.), MIN
STREET SIGN (TYP. ° ( � cn
0000,
/ LOT SE - Imo_ / —
PROPOSED CG-12 (TYP.) J .4 aopeO _ \ Q EXISTING WETLANDS TYP.
PROPOSED CG-si ENTRANCE (TYP.) \ TRANCE (TYP.) - 2�� ? \ \�5 Slp\BACK I� ( % r ( )
/ 9
W ✓ �I � � PT. 12+59 0 � //��ry - (TYp) � a I LIMITS OF GREENWA /
r' 12,E o
NO PARKING SIGN °
25 (TYP.) �- 5 / PROPOSED 5' CONCRETE SIDEWALK I i ul L j
P O \ PROPOSED GARAGE (TYP.) �\ 0 T— 1 / y
LV `'o k�OO� \°, LOT 12k°�/ �, 110 R/ PROPOSED 6' PLANTINGS STRIP j W `J
s �- PROPOSED 'CONCRETE SIDEWALK /
z
W/
P � n EXISTING TREELINE (TYP.)
� �G�� � \ 5 52 � �0 PROPOSED CG-6 CURB (TYP.) � � � ! � O
��° ' LOT `
��PQ� PROPOSED WALL / MM
% W PROPOSED 4' BIKE LANE PROPOSED 5' CONCRETE SIDEWALK % �\, 0�\�PQ1 STOP SIGN (TYP.)i 37 / (MAX. HT. = 4') <-
�' C` y
/Q �-
`Z LOT
O \. 51 // / o° Q �, �I OPEN SPACE
I �`'� PROPOSED 6' PLANTING STRIP // v°
I
V � � �c� _ �, / � LOT
_ PROPOSED DRIVE
_ I Q
WAY (TYP.) � Q (6) PROPOSED � � Q� �`�. � � �,�- \38
�. �� PARKING SPACES < ��
5 S D ETgA- _ PROPOSED SIGHT `b i/ / �� A 1`6 / / �/ O
O
E _ _ _ DISTANCE EASEMENT OPEN SPACE J C.� I O
��� \ PROPOSED 6' PLANTING STRIP CK DIS CN
O / Q
6 z _ /i r• �o�� ��� LOT ° ti I .
_ o
O
// //"v ✓ Q��� X� 1` x / 39 / EXISTING Soo' STREAM BUFFER (TYP.) / / ; , w
� Ys I 9, R/W-R/W ///��� Q�� �� _ ' ���'� PROPOSED GARAGE (TYP.) / /
o A 26'
/P-E P
\,p -j _ / // 9� PROPOSED CG-9D ENTRANCE (TYP.) ; „u
\ N
o
/Q /
EXISTING Soo' � / LOT Lu
3o F/C F/C / //��� �� �� �',Q,�� / LOT / a m
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BUFFER TYP. \ ��' 0 o' //��� �� Q� 4p �/
STREAM \%r 4�•' S0 z / GRAPHIC SCALE JOB N0.
y 0 / / '1w
(TYP.) \ Q \ 0, m /� oip EXISTING STREAM /� 182150
1 TI
I i 30 o i5 30 60
<� �gym+' o � / STREET SIGN (TYP.) _ • ` � � � ! � I
OPEN SPACE " y\ 2 F I / 1)
/ p O� y�, �o T ti �Q' ��� /� SCALE
V VO S� V C'y�� LOT W I EIP o �� �� �� / ( IN FEET ) 1 =30
y 'O 20 EIP NO PARKING SIGN (TYP.) ; / / -
0 �� �O -7 49 ' O e
1 inch - 30 ft.
V �0, C`� �.�� i5'R / �� ' . SHEET NO.
PROPOSED 5' CONCRETE SIDEWALK LOT / %� /
PROPOSED4'BIKELANE� �, �� \ �� ; IVIA CLINE - SEE SHEET SA �`s 41 / / 5
/� �/
V A� NO PARKING SIGN (TYP.) O A p f l
/ ��` ° 49 �MATCHLINE -SEE HEET
�:
PROPOSED 5' CONCRETE SIDEWALK �, A� ���/ a ��T \ I.' P LOT /0000
PROPOSED 4' BIKE LANE \� \ \ �� \ �L.ti z6. X�i° `b / �� 41
o
.o LOT
48 PROPOSED CG-12 (TYP.)./ STOP SIGN(TYP.)
Aso i LOT
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COLLINS ENGINEERING
200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719
PROTECT
0 BROOKHILL BLOCKS 9, 10, & 11- PRELIMINARY SITE PLAN
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GRADING &DRAINAGE PLAN
REVISIONS
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DATE
REVISION DESCRIPTION
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1/21/20
INITIAL SUBMITTAL
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these plans and associated documents are -he ex-:usive aropery of COLLINS ENGINEERING and moy not be reproduced in whole or in part and shop not �-,e used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of COLLINS ENGINEERING.
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LU
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LU
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JOB NO.
182150
SCALE
1 "=30'
SHEET NO
11
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED
TO BE STATE MAINTAINED:
i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED.
iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS.
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED
BEFORE THE PAVEMENT STRUCTURE IS PLACED.
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO
PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A
PAVING COURSE AS SOON AS POSSIBLE.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF
CONSTRUCTION TO SCHEDULE AN INSPECTION.
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE
DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE.
GENERAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE
CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF
THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE
CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO
THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN
SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN
EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO
A BOUNDARY LINE OR A NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE
FIELD VERIFIED A T THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MA Y BE REQUIRED A T LOCA TIONS NOT
SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL
IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF
GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
CG-9(A, B OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
STANDARD PE 1
Cc-6 POINT OF
R/W CONCRETE CURB & GUTTER FINISHED GRADE
SIDEWALK
1�4 _1 ' / 1/4 -1 Cr 1/4 --1,
PLAN77NG ` 88°°°° ° ° a o�& 880°°°°° ° °°�8 %V,, °°°088 WP
STRIP
70'
10'
CG-6
cuR6 & GUTTER
11'
PLAN
STRIP
6'
CONCRETE
SIDEWALK
(TRAVEL LANE) ' (TRAVEL LANE)
If 2.5'-I 24 FCC -FCC I -2 5
D RIW
TYPICAL STRL7.F7T SL7CTION 49' PUBLIC49 ' oAPUBLIC & PRIVATL7 ROAD R/4Y
(AVCH COURT, FLORA LANL; FLORA COURT) NOTE: PARKING TO BE
25 1I_ DEBUGS SPEED PROVIDED WITH BUMPOUTS
K�07' TO SCALES ALONG ROADWAY.
R%W CONCRETE CURB & GUTTER
clncwel �
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE I CONCRETE
TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. R/W SIDEWALK
8.
ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL
PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE
NULL AND VOID.
9.
ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
10.
TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN
1.
THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE
AND CONVENIENT ACCESS.
11.
THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED
BY VDOT FOR PUBLIC ROADS
12.
VDOT STANDARD CD-1 OR I CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL
CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
13,
A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE
TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S
VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
ROAD NOTES
GRADING
1.
THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS
PROJECT.
2.
WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT
OF WA Y WID TH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
J.
ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES
AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED.
4.
ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE
SUBGRADE.
DRAINAGE
1.
ALL PIPE CULVERTS EXCEPT PRIVATE ENTRANCES SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE 1
( )
FOOT.
2.
STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD
CONDITIONS INDI CA TE.
J.
ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER
OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION
SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS.
4.
ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE
EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE.
1
EA VEMEN T
1.
AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE
,Z
MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS
APPROVAL THE PROPOSED METHOD OF CORRECTION.
2.
SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED.
J.
TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR
TYPE 1, H, OR 111 PRIOR TO PLACING AGGREGATE BASE.
4.
THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS
BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE
COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY.
5.
THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
6.
BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS
" L<,'",
APPLIED.
7.
PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 @ 0.3
_�
GAL./SQ. YD.).
8.
BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION
SPECIFICA TIONS.
9.
ENCROACHMENT. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY's
CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES
1/4 __1 '
PLAN77NG
STRIP
6'-
BEVELED UNITS 10 MB-IM
EXI'FNDCEDSYNTIIF.TIC REINFOR('I-.MFNT
IO WITHIN'INCHESOF "FHF. LOWER BLOCK FACE
10"MI
UM- -
AnIXNFORCEM ENT
ON
WX (NOT TO SCALE) 111111
B,,_y
�I I' --
_-___ REINFORCEMENTLENCITH
� � Eosrn-n+ene RElrvFancE - I
J DRAINTILEIELI:VATIONV.4RIES1
I is3`i,
/ R ,
1,11.11TIT'HIIE "I'll
1-111RLI.NI1I
rX
AnchorT"' Diamond'"
1:1 EXCAVATION OVERSIZINGALE
POINT OF OFC/L FINISHED GRADE
01b8 ao°o
I
z , /, , /,
61' PUBLIC ROAD RIW
TYPICAL STRL'L'T ,SUCTION - 61 " PUBLIC Ro" lil
(FOXTYORTH LANE)
25 ff-PI1 DESIGN SPEED
(NOT TO SCALE)
CG-6
CURB &GUTTER
CC-6
CURB & GUTTER
/
I
�I
CIL
12'
TRAVEL LA
5
CONCRETE 1? I
CInp-WAI I!
NOTE: NO PARKING
ALONG ROADWAY.
CG-6
CURB &GUTTER
I
(BIKE LANE) I I I I (BIKE LANE)
77' PUBLIC
TYPICAL STRL7L7T SUCTION ROAD R 77 ' PUBLIC ROAD R%!Y
(ARCH�R A YL'NUZ7)
25 fIPH DESIGN SPEED
(NOT TO SCALE)
SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED
WITHIN
AnchorTbt Diamond"
THE STREETS RIGHT OF WAY.
X TYPICAL BASE PREPARATION
wx (NOT TO SCALE) " ' "`
ALBEMARLE COUNTY
CG-9°
WIDTH OF
ENTRANCE
A �
GENERAL CONSTRUCTION NOTES
R�Q, I WIDTH OF ENTRANCE
d
---
OS FRO e4C o
O/2 M EXPANSION JOINT
j
ACLIM' ESS ROU ETS OF ESTRIAN ®
_
® ACCESS ROULIMITS OF TE PEDESTRIAN
1.
PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC
HpgP k OF
PO Sp4
UNPAVED SPACE NON-TRAVERSABLE4a
UNPAVED SPACSLOPE I E
RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING
F Fo
EXISTING OR PROPOSED
SIDEWALK OR SIDEWALK SPACE
w F
WIDTH OF
ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
C
CURB INCLUDED IN W
ENTRANCE
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS
EXPANSION JOINT ENTRANCE GUTTER
cWi N
0
_ _ _*_
DRA WN MA Y NOT ACCURA TEL Y REFLECT THE REQUIREMENTS
ww
/C
I �
®
LIMCESS ROUTE STRI NON -TRAVERSABLE -
LIMITS OF PEDESTR AN
CE55 ROUTE
OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
I
v'
i
z
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
��
VS49
I
)
PEDESTRIAN ACCESS ROUTE DETAILS WITH &
2.
ALL MATERIALS AND CONSTRUCTION METHODS SHALL
FLOW LINE
wlTHour UPAVED SPACE
CONFORM TO CURRENT SPECIFICA TIONS AND STANDARDS OF
,
WIDTH
11 DESIRABLE
DESIRABLE MNIMUM i6'
ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS
OF PEDESTRIAN ACCESS ROUTE MEXTEND BEYOND EXISTING 1'-3"
VDOT UNLESS OTHERWISE NOTED.
o
3
r
; EXPANSION JOINT ABSOLUTE MINIMUM 12'
OR PROPOSED VDOT RIGHT -OF WAVY. I,�5"
J.
EROSION AND SIL TA TION CONTROL MEASURES SHALL BE
EDGE OF PAVEMENT
p•
PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
® UN BSTRUESTRIACT DCSTABLE,ESS FIRM AND TES VS SLIP RESISTIDE A ANT
ALL OF A
.b: •.
.ENTS
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY
A�
HALF PLAN
FACILIATH TYNTHATING
CAN BE APPROACHED, ENTERED MID
USED BY PEDESTRIANS,
- •IS%••a.
CLEARING, GRADING OR OTHER CONSTRUCTION.
* IF PEDESTRIAN ACCESS ROUTES ® ARE BEING
ilii
4.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED,
REQUIRED WITH A MAX. 2% CROSS SLOPE.
REQUIRED,WMINIMUM 4- TRAVERSABLE WIDTH IS SECTIONoB-e
SEEDED, AND MULCHED.
WHEN USED IN CONJUNCTION WITH STANDARD
CG-3 OR CG-7, THE CURB FACE ON THIS 2'_O"
5.
THE MAXIMUM ALLOWABLE SLOPE IS 2: 1
UNPAVED SIDEWALK SPACE
PARABOLIC
STANDARD IS TO BE ADJUSTED TO MATCH
THE MOUNTABLE CURB CONFIGURATION.
(HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE,
SPACE
CURVE
.
LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED.
NORMAL GUTTER
A
®
-
®
•�
• o. ' �• o.
6.
PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE
�•-
___-
c, •IS. ' °• N.'.. °'
DIED TO 10% CHANGE
X
_**x
.
oao°e
REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER,
40
45=,0.0
0 0„?o o4 o: a �e,n-mi
oo6"
�� ���
����
OR DESIGNEE IT IS DEEMED NECESSARY IN ORDER TO
AGGREGATE BASE
CLASS
A3 ....E.S.)CONC. SECTION C-C
STABILIZE A DRAINAGE CHANNEL.
TYPE ISIZE 21B
5'-D"
5'-D"
,•-n'•
A POINT OF GRADE CHANGE
7.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE
12% MAX.SLOPE
FOR CURB AND GUTTER ONLY
N
. N.
. N, . n.
VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
FOR SIOEWAK CURB AND GUTTER
BUILT CONCURRENTLY
X 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' NTERVINTERVL
x z Y 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10'I10'IN L AND
. ' , . ,
8.
UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE
SECTION A -A
B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS
REINFORCED CONCRETE PIPE -CLASS Ill.
SECTION D-D
9.
ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION
VDOT
SPECIFICATION
MUST COMPLY WITH OSHA STANDARDS FOR THE
ROAD AND BRIDGE STANDARDS
STANDARD
ENTRANCE GUTTER
REFERENCE
CONSTRUCTION INDUSTRY (29 iPART 1926).
SHEET DF 1
REVISION DATE
502
.
203.03
07/15
VIRGINIA DEPARTMENT
OF TRANSPORTATION
2'
(TRAVEL LANE)
CONCRETE
SIDEWALK
1,�4L1'
PLANTING
STRIP
-- 6' 5'-
NOTE: NO PARKING
ALONG ROADWAY.
�,. vv
TRIP GENERATION CALCULATIONSIiillllllllll
��;_
_ ��
I, o- E. -- � \TRIP GENERATION BASED ON ITE TRIP GENERATION k,
,�1� �I MANUAL(8TH EDITION) ��
� I I I � � 85 TOWNHOUSE UNITS (CODE 230) SCOTT R. COLLINS_
ADT: 494 VPD (247 ENTER/ 247 EXIT) � Lic. No. 035791,E
I \� I i \ v �A
-113
o -- _ /
�,
' ' , / l� \\\ AM PEAK: 37 VPH (6 ENTER/ 3i EXIT) ����s lc�l
I'll/ / A S j �1v
oM
q E --��.' _ o . ANAL
LSJ�'-" - - ,\
19A AD I` i '�o� �.. �� \vW411-
q
q PM PEAK: 44 VPH (zg ENTER/ 15 EXIT)
- i I 1 j \
1 ----
�o _- 77 OR \ \
c
�1
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__�, 1 1 �� �1, / ��v -� I-,\
- A
I � � / - I V �� N,, vv
1 _`1 _ � \ - I / J
9� ,� �\\ v
/R F `\ �� z
_i - / `
11�Z
i. q
o,
�\ �._ _ �- FOB _ --/ �.` o��� � U) NY �-
Em � ��
1�1
TRIP GENERATION \
�� vv� o --
11- I I _ r
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F \
s
Pavement Design LU
RF= 1.0 tie
Location ADT HCV Design CBR SSV Dr Surface h a Base b a Sub -base h a Dp
ADT
Archer Avenue 775 2 795 4 4 13.96 SM-9.5 1.5 2.25 BM-25 3 2.25 21 A 6.5 0.6 14.03
Foxworth Lane 775 2 795 4 4 13.96 SM-9.5 1.5 2.25 BM-25 3 2.25 21 A 6.5 0.6 14.03
R/W Koch Court 192 2 212 4 4 9.36 SM-9.5 2 1.67 BM-25 1 1.6 21 A 8 0.6 9.74
Flora Lane 192 2 212 4 4 9.36 ISM-9.5 2 1.67 BM-25 1 1.6 21 A 8 0.6 9.74
Flora Court 58 2 78 4 4 5.88 ISM-9.5 2 1.67 BM-25 1 1.6 21 A 8 0.6 9-74
0
Lu N
H
TOP OF 4"- in r`J
CURB �
C - SM-9.5A '1
- �" R SURFACE COURSE
e 1":1'-- (5' MIN.)
8 P ,�
13" ..' 4 " 7" INTERMEDIATE COURSE BM-25 11111111111 SEEPAVEMENTCHART 4" CONIC.
• Pa a .. .G �' G °
I.•: .�� COMPACTED AGGREGATE FOR DEPTH OF EACH
. < v. ti BASE COURSE, VDOT #21A PAVEMENTCOURSE 3000 psi MIN.
4"
DOT #57,#68, OR #78
STANDARD CG-6 STONE BASE UNDER CURB &
BY VDOTTO
CURB & GUTTER PAVINGEAND/OR BACKFIOLLING.
NO SCALE
/ / / / �������� / / ��� / ���%��%��%%�.'.:. .: ; .''.: �i�yv��i��i
11
COMPACTED
SUBGRADE 4" 21-A STONE BASE
ASPHALT PAVING - ROADS CONCRETE SIDEWALK
NO SCALE
CC-12 I NOTE:COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: CG-12 NOTE:COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING:
HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS)
CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) CURB WHEN RE IRED (CG-2 OR CG-3 IN LINEAR FEET
GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS)
1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD
BE SUMMARIZED FOR EACH CURB CUT RAMP. BE SUMMARIZED FOR EACH CURB CUT RAMP.
2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR
DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12=1 MAX DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX
THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48=1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CIS DETECTABLE 48:1 MAX
WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND
SPECIAL DESIGN SECTION FOR APPROVAL. l SPECIAL DESIGN SECTION FOR APPROVAL.
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4•
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
4. IRAMP
ISPROVIDED
FOR O4 IARISPROVIDED
LTO
THAT ADJOINNG FLARED SIDES CAN BE CAST WPLACEAFTER PLACEMENT OF 10t1 MAX THAT ADJOINING FLARED SIDES CAN BE CAST WPLACE AFTER PLACEMENT OF 10%1 MAX
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG TYPE A 5. REQUIRED BARS ARE TO BE N0.5 X 8" PLACED 1'CENTER TO CENTER ALONG TYPE A
BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID
OF RAMP FLOOR. MINIMUM PERPENDICULAR
CONCRETE COVER 1%2". CONCRETE COVER 1Vz".
6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5' MIN ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5'
MIN
r r
AX AX
• M M
.1 .1
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 7. CURB RAMP ARE TO BE LOCATED HOWN ON THE PLAN OR DIRECTED
12 S C ASS S AS 12
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER � BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 12.1 MAX AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 12.1 MAX
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK I5 EXISTING, PROPOSED, CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B
BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE
HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL
UNOBSTRUCTED STABLE FIRM AND SLIP RESISTANT PATH CONNECTING ALL UNOBSTRUCTED STABLE FIRM AND SLIP RESISTANT PATH CONNECTING ALL
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED ENTERED ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED ENTERED
AND USED BY PEDESTRIANS. AND USED BY PEDESTRIANS. '
B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12'1 MAX B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12'1 MAX
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND r THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12:1 MAX ; rp THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12'1 MAX
PERPENDICULAR TO THE CURB. 5' MIN )l $,,, PERPENDICULAR TO THE CURB. 5•MIN xx A-
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN AT ,`A' , 2" HIGHER THAN TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY W MN AT * , 2" HIGHER THAN
TRUCK TRAFFIC)FOR CONCRETE DEPTH. TRUCK TRAFFIC) CONCRETE DEPTH.
`� EDGE OF PAVEMENT � EDGE OF PAVEMENT
10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, ` AT *3C , SAME AS TOP OF CURB 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT :X:3C ,SAME AS TOP OF CURB
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH.
11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C
A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR
INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4'
LANDING AREA MAY INCLUDE THE GUTTER PAN. - LANDING AREA MAY INCLUDE THE GUTTER PAN. -
12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME m 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME
CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE .6"-2.4" C-C o CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE-6"-2.4" C-C 0
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O O z WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 O o O O O z
-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH M -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH y
THE BACK OF CURB. - O O O O O O O O O O O O THE BACK OF CURB. - y, 0 0 0 0 0 0 0 0 O O O O -,,[- �
o 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �_ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �_
LANDING RAMP + a LANDING RAMP __ - a
;a Q Q Q D O Q Q Q Q Q O O Q Q N Q Q Q O Q Q Q Q d Q Q N
N O O O o 0 0 0 0 0 0 0 0 0 0 o T 0 0 0 0 0 0 0 O o 0 0 0 0 0 0
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0
50%-65Z OF BASE DIAMETER O O O O O O O O O O O O O O O = - 50%-605P/. OFABASR DIAMETER O O O O O O O O O O O O O O O
TOP DIAMETER
DETECTABLE WARNING o DETECTABLE WARNING d
AT BACK OF CURB 0 9"-14" I VARIABLE FULL WIDTH OF RAMP FLOOR _I AT BACK OF CURB _I 0� 91.4" L VARIABLE FULL WIDTH OF RAMP FLOOR _.I
SEE NOTE 12. BASE DIAMETER ( SEE NOTE 12. Z!:jBASE DIAMETER .-
PAY LIMITS PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING DETECTABLE WARNING TRUNCATED DOME
INSTALLED ON A RADIUS DETAIL DETAIL INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING
DETAIL
,VDOT CC-12 DETECTABLE WARNING SURFACE SPECIFICATION �VDOT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION
REFERENCE REFERENCE
ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS
SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 SHEET 1 OF 5 1 REVISION DATE (GENERAL NOTES) 105
203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION --- 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
CG-2 GR-2, 2A
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 F CAST IN PLACE,
4000 PSI IF PRECAST.
3.CUB HAVING A RADIUS OF 300 FEET OR LESS
(ALONG
FACE
OF CURB) WILL BE PAID FOR AS
RADIAL 4- THE DEPTH OF CURB MAY BE REDUCED AS MUCH
AS 3" (15" DEPTH) OR INCREASED AS MUCH AS
3" (21" DEPTH)IN ORDER THAT THE BOTTOM
OF CURB WILL COINCDE Will THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN.
NO A53MNT N THE PRICE BID IS TO BE MADE
FOR A DECREASE OR AN INCREASE N DEPTH.
5• CG-2 LS TO BE USED ON ROADWAYS MEETING
THE REQUIREMENTS FOR CG-6 AS SHOWN N
APPENDIX A OF TIE VDOT ROAD DESIGN MANUAL,
IN THE SECTION ON GS URBAN STANDARDS.
ACCEPTABLE ALTERNATIVE
IF CURB IS EMWED
ERIENCESTANDARD 6" CURB
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
* 27-Y4" MIN - 28-Y4" MAX RAIL HEIGHT
6'-3„ 6'-3„ 3'-IY2" 1 3'-11/," 1 3'-)%z" 3'-)I/z"
4
I I 21, R
A
D.; T D.� !R!R; lR!w!.d' l�ix7,V!,V' !z�•rI
e.' e. 0
ii * D.� I I I
- A J J 1J
D.� ! D.; I! D
e,• SURFACE
III t 1.y t b GR-2 Ill
. 'e' . A' A. (6'-3" POST SPACING) (N-11/2" POST SPACING)
DIL D.; � D MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2'
A--. A-., BASE 11
D.I1!D.��D
.;; ;&- -;A, '.
til� � D
.'A.'..A.'.
sum II NOTES(
GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE F JT
5„ ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND
AS DIRECTED BY THE ENGINEER.
FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. x OPTIONAL GR-2A METHOD z OPTIONAL GR-2A METHOD
USING NESTED RAIL USING ADDITIONAL
FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND RAIL ON BACK OF POST
ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. z WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST
RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR Gil THE POST SPACING WILL BE 6'-3".
BETWEEN 5 FEET AND 150 FEET.
ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL
NOT BE SET WITH A VARIATION OF MORE THAN/a" PER FOOT
FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE
SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER
SECTION 505 OF THE SPECIFICATIONS.
ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A
HEIGHT OF 27Ya" MIN - 2BY4" MAX AS MEASURED PER
STANDARD GR-INS.
ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF
VEHICULAR TRAVEL FOR THE FINISHED ROADWAY.
THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE
OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR
STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER
PRIOR TO INSTALLATION.
1VD= XVDOT
ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS
REVISION DATE I SHEET 1 OF 1 SHEET 1 OF 2 REVISION DATE
201.01 501.04 00/14
FLARE RATES
DESIGN
SPEED
I INSIDE
SHY LINE
BEYOND
SHY LINE
MPH
SHY LINE
LS
FLARE
I RATE
FLARE
RATE
70
9'
30=1
15=1 1F
60
e'
26:1
14:1 1r
50
6.5'
21:1
11:1 M
40
s'
16�1
8�1 Ir
30
4'
13�1
717 !t
NO SCALE
CG-s
NOTES)
1. THIS ITEM MAY BE PRECAST OR CAST N PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST N PLACE,
4D00 PSI IF PRECAST.
3- COMBINATION CURB b GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAD FOR AS RADIAL COMBINATI)N
CURB L GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED ORNNAGE
LAYER, THE BOTTOM OF THE CURB i GUTTER
M:WLL BE CONSTRUCTED PARALLEL TO THE SLOPE
OF SUBBASE COURSES AN) TO THE DEPTH OF
THE PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF CG-6
IS BASED ON ROADWAY CLASSIFICATION AD
DESIGN SPEED AS SHOWN N APPENDIX A OF
R THE ROAD DESIGN MANUAL IN THE SECTION
ON GS URBAN STANDARDS.
D
0
•. .
♦ D D D ♦ A. ♦ D
. e, o, n. e• A,
♦ . ♦ .
D D ' , D D D
- - -I
BE CONCRETE
OF THE CONTRACTOR
ERENGE COMBINATION 6" CURB AND GUTTER
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
2 I
Al
(RADIUS TO BE AS I I
wx STREET APPROACH SAME SURFACING
AS MAINLINE ROADWAY (SEE NOTE 6)
SHOWN ON PLANS) ra C
C
1 It (RADIUS TO BE AS
RAI7UIL COMBINATION SHOWN ON PLANS)
/
CURB AND GUTTER
CC-15(SENOTE A
-- - -- /
1
SIDEWALK I
w
i
1 M
(SEE NOTE 2) 8 „
I OPTIONAL-III.
i FLOW LINE
----
I N
EXPANSION
JOINT
o
EX
JOI
NOTE: WIDTH "B" 2'-011 OR AS
MAINLINE ROADWAY
SHOWN ON TYPICAL SECTION. AJ
PLAN VIEW
MAINLINE ROADWAY SLOPE
10' PARABOLIC CURVE
EDGE OF SHOULDER OR
SLOPE - D
SLMAX. OPE CHANGE ®
OPTIONAL FLOW LINE
- -
D
MAINLINE ROADWAY
- - - - - - - - - - -
ex MAX. M - - D
SLOPE CHANGE - - -
I D
* SUGGL5I LU MAXIMUM FLAKL HAIL
FOR SEMI -RIGID BARRIER SYSTEMS.
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SPECIFICATION
STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE REFERENCE
(STRONG POST SYSTEM) 221 502
VIRGINIA DEPARTMENT OF TRANSPORTATION 505
THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7"
IS MAINTAINED.
ROMAND BRIDGE STANDARDS
REVISION DATE SHEET / OF 1
201.03
CC-11
GENERAL NOTES
1. WHEN CG-11 LS USED FOR STREET CONNECTIONS THE
CONNECTION MUST BE DESIGNED N ACCORDANCE WITH
AASHTO POLICY AND THE APPLICABLE REQUIREMENTS
OF THE VDOT ROAD DESIGN MANUAL, INCLUDING SIGHT
DISTANCE REQUIREMENTS.
2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE
TURNING REOUREMENTS OF ANTICIPATED HEAVY TRUCK
TRAFFIC THE DEPTH FOR SIDEWALK III CURB RAMPS
WITHIN THE LIMITS OF THE RALI/SFNOULD BE
INCREASED TO 7".
3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3
OR CG-7,THE CURB FACE ON THIS STANDARD R TO
BE ADJUSTED TO MATCH THE MOUNTABLE CURB
CONFIGURATION.
4. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE
USED WITH THIS STANDARD.
5. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A
PORTION OF GUTTER TO PRECLUDE FUNDING OF WATER.
ENTRANCE NOTES
6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW
LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS
THE ENTRANCE.
7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE
R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION
REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE
OMITTED N THE ENTRANCE.)
B. RADIAL CURB OR COMBINATION CURB AND GUTTER
SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE
EXCEPT FOR REPLACEMENT PURPOSES.
9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES
5' )MIN- COMMERCIAL ENTRANCE D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE
TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET
M CONSTRUCT GRADE CWNGES WITH A PARABOLIC CURVE. CONNECTIONS.
SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES
B
IAMLHIGH
m I." I - - -'�
ENTRANCE VOLUME
GRADE
11D"
CHARGE
DESIRABLE
MAXIMUM
I MORE THAN 1500 VPD
0 X
3 X
MEDIUM
1 500-1500 VPD
S 3 X
a X
LOW
LESS THAN 500 VPD
S e X
e X
CLASS A3 ►,T - �. '�' '�' NOTE+ ALLOWABLE ENTRANCE GRADE TABLE IS NOT
(i 1) 1) •►• '�'• - APPLICABLE TO STREET CONNECTIONS
CONCRETE
SECTION C-C
METHOD OF TREATMENT -
CONNECTION FOR STREET INTERSECTIONS
AND COMMERCIAL ENTRANCES REY N2�04.04
VIRGINIA DEPARTMENT OF TRANSPORTATION
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JOB NO.
182150
SCALE
AS SHOWN
SHEET NO.
12
ACSA GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY
SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL
BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT
THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE
PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS
AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE
CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL
UNDERGROUND LINES AND STRUCTURES, AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE
CURRENT EDITION OF THE GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC
SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS
UTILITY (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE &
ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE,
OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT
LINES, SERVICE LATERALS AND WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED
OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE
ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE
EXTENSION OF THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
so. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE
NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE
JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE
DRINKING WATER ACT).
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
z4" IN INITIAL BACKFILLI
IN
8" &„ MIN MIN- MIN.
b" BEDDING
#68 STONE
* STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
-4 MI INITIAL BACKFILL 4'MI
UNSTABLE e s B g"
SOIL\ = MIN MIN. MIN MIN. #.68 STONE
\--= �' GRANULAR FILL AS
AAPPROVED BY ACSA
STABL OIL 0 ROCKS STABLE SOIL OR ROCK y
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 5" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION BEDDING
NTS
FIG, W-2
TD-2
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY,
VARIES
5 10, - 5'
WATER SEWER
3 70
0
O £
LOCATION OF OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)
EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM
WATER & SEWER 30' MINIMUM
w SEE PART 3, PARAGRAPH Df SEPARATION OF WATER & SEWER SYSTEMS.
WATER
2500 P.S.I.
UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT
90' TO THE RIGHT OF WAY.
UTILITY LOCATIONS & EASEMENT WIDTHS
NTS
FIG. W-1
TD-1
PLACE 5' GALVANIZED " WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
AS DIRECTED. MARKER LOCATIOM MAY BE SUBJECT
TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED CRADE ---
LISTABLE VALVE BOX W/ LID
M.J. GATE VALVE
LINE
CONCRETE a 2'x 2' BEARING AREA.
THRUST BLOCK 4
C
4
a
V
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIG. W-5
TD-9
J.I.W. 1574 CAST IRON CLEANOUT FRAME AND LID
SO 1/4" INSTALLED FLUSH WITH FINISHED SURFACE
CONCRETE COLLAR POURED
7 1/2„ SEE PAVEMENT
AROUND CLEANOUT COVER
EXISTING GRADE REPLACEMENT
(3500 PSI)
REQUIREMENTS
PVC FEMALE CLEANOUT ADAPTER
WITH INVERTED NUT SCREW CAP OR
1-------T FLAT SLOTTED SCREW CAP
I 1
KOR-N-SEAL No. S406-10 AWS*
* WITH 10 1/4" BAND
PVC PIPE SEE BACKFILL AND
BEDDING
45* BEND REQUIREMENTS
PVC PIPE SEWER LATERAL
FUIU RE
-- SANITARYLATERAL� WYE
--
1 1-
Y ' :
'
I I
- - - - - - - - - - - - -
'A
BOTTOMOFOF TRENCH SECTION -A'
SEWER
CUSTOMER'S PROPERTY
EASEMENT OR RIGHT-OF-WAY
FUTURE
SANITARY LATERAL1
(WHEN INLINE LAYOUT REQ'D) I
CAST IRON CLEANOUT
' K
FRAME AND LID
SEWER LATERAL
A I` CONCRETE 450 BEND
DOLLAR
A.
24"
- - - -
PLAN VIEW
- - - - - -
Jj
STANDARD SANITARY CLEANOUT
IN PAVED AREAS
1/8 BEND
1
FOR ALL BENDS
WIDEN TRENC
ACCOMMODAT
ANCHOR IF
REQUIRED.
T1,
m In
BEDDING AS
REQUIRED
45'
MIN
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
BEND
L
H
T
L
H
T
90
2.5D
2.50
3.01
0.24
4" 61,
45
22 1 /2
2.00
1,50
2.25
2.00
2.60
2,52
0.15
0.10
2.00
2.25
2.50
0.15
11 1/4
1.50
2,00
2,50
0,10
90
3.66
116
3.21
0.48
®
45
2.66
2,66
2,77
0.26
22 1 /2
1,66
2.16
2.69
0.13
3.16
2.91
2.66
0.32
11 1/4
1.66
2.16
2.67
0.13
90
4,83
3.53
3.42
0.'63
10" & 12"
45
3.33
3.58
2.95
0.43
3.153
4-00
2.83
0..52
22 1 /2
2.33
2.58
2.86
0.24
11 1/4
1.83
2.33
2,04
0-18
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT VALVES.
2. USE 2500 P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF
ALL THRUST BLOCKS.
NTS
FIG. W-3
TO-3
1" CONFRESSON R 3/4' MALE PIPE COUPLING
OR APPROVED EQUAL
1' TYPE 'K'
FOP USE 4N ATTACHED SINGLE FAMIL'I
RESIDENTIAL SERMOE5 OR ODAL RESIDENTIAL
AND IRRIGATION "VICES-
I.4-4' TEE
7
NOTE: O
NO SVr ATED FITTNGS
z
DUAL SERVICE R
i' COMPRESSI(W x .3/4" WALE PIPE COUPLING
ON APPRDVED EQUAL
1' TYPE 'K'
SORT CAPPER
(D'
rOR USE ON DETACHED SINGLE FAMILYRESIDENTIAL SERVICE MERE AN IRRIGATION
METER 15 N07 PROVIDED,
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE.
IE
ERSETTER
NttS4Kf
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & I" METERS)
NTS
FIG. W-6A
TD-10
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" 1' MIN
I Iy
BRANCH
12" dM
a 2„
FLEXIBLE CONNECTION NOTE'
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
w BE CORED AND A FLEXIBLE
CONNECTION BOOT
® INSTALLED
TYPICAL_ MANHOLE PLAN
SHOWING BRANCH TIE - IN
NTS
FIG. S-1-B
TD27
NOTE: RESTRAINED JOINT FITTINGS.
42" Minimum
Certification of 95%
compaction required
Galvanized Steel Beam,
Galvanized
,
W12 x 14 (min. size)
3' min. penetration into undisturbed
soil , or as approved by the
ACSA.
4' MINIMUM
AUM
Side View
a
4
G
.
1.
q d .
4
I
1
yI I ITI I I rI l ii
TYPICAL_ THRUST BLOCK IN FILL AREA
NTS
FIG. W-3B
TD- 5
NOTE, MIN. GO' ➢IAMETER M4r HOLE
0
REQUIRED
RH. STEP
[rTP,7 r- DROP MANHOLE PVC GROSS
2•� USE a,.RPROWEL FLEXIBLE kUB13E'
IaoDT,
6' GASICEfET
STOP COUPLING 44
DROP I E
PIPE STRAPS -
(STAINLE55 STEEL)
o SPACER EVERY
�' VERTICALLI'
90' RESTRAINED BEND f '�EAEIt
I^_. FL E'. T
s IE
'• r x.e o . a VA IN
SEWER
•' a .�.�'e o-i i PIPE
PLAN
PROFILE
MIN. 6' HEDDING WITH NO. 68 STONE
1_ HEIGHT DF THE VERTICAL DROP PIi}E WILL BE DETERMINED BY THE ACSA, BUT SHALL IN BT BE LESS THAN T'A-
(2) FEET-
2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTE D TC'
THE DROP FITTING WITH STAN DA RD GASKET JOINT.
3- VERTIG7L DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS 511HA11 BE MADE OF
STAINLESS STEEL
4.5HAPE INVERTM NEEDED TQ PRQVIDE SMQQ`TTi TRAN5ITIPN FRIDIVI DRPP CONNEGDQN DISCHARGE PAINT
TOSPRING LINE OFMANHOLE INVERT.
5-DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTEDAT 45 DEGREES, INTO TH E FLOW-
6. VERTICAL DROP PIPE SHALL IBE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS..
7. MIN IMUN472" DIAMETER MIANHDLE REQUIRED FOR A SINGLE 10" 0111112" DIAMETER DROP CO-NNEUI4N, OR
TWDB" DIAMETER DROP CONNECTIONS.
STANDARD INTERNAL DROP CONNECTION
N.T.5.
FIG. S-1-C2
TD-30
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TYPICAL MANHOLE FRAME & COVER
N.T.S
FIG SID
TD-31
FINISHEp GRADE
7 TL7ITI - 7 FT - Tl r -I T I- 7 Tf
TREN CH
e' REDUCER
�6d
d
-*---2500 P.S.I. CONCRETE THRUST BLOCK
-------- - - -
--1_� - - - - - - - - - - - - - -
UNDISTURBED SOIL
18" MIN
PROFILE VIEW
UNDISTURBED SOIL - EDGE
OF TRENCH 4 24" MIN.
°d REDUCER 8„ MN
a,
a
_4 e
2500 P.S,I, CONCRETE THRUST BLQCK--T�
dg. 8"MIN
UNDISTURBED SOIL - EDGE --- ---b----,--
OF TRENCH Q 4 24' MR
NOTES: PLAN VIEW
• NOT TO SCALE
• NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE
PLASTIC SHEETING AS PROTECTION FOR BOLTS.
• 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF
TRENCH, OR AS APPROVED BY THE ACSA.
• 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE
ACSA.
• CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH.
• THE CONSULTING ENGINEER SHALL BE RESPCNSIBLE TO VERIFY THE TYPE AND SIZE OF
ALL THRUST BLOCKS.
TYPICAL REDUCER THRUST BLOCK
NTS
FIG. W-3D
TD-7
u�a�rr
COVER LIFT NOTCH
12 3/8"
WATER
CAST IRON LID
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8' 1'° METERS)
NTS
FIG. W-7
TD-13
SEWER SERVICE LATERAL CONNECTION NOTES;
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0-2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TD THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AM EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
(1/4" PER FOOT } t +
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN
DIAMETER OF 4".
5, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
01
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
TI
PLUG END OF
MAIN LINE SERVICE LATERAL
SECTION
IN LINE WYE-TEE
PLAN
VARIES
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD-33
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
1
LENGTH OF BRANCH VARIES
6' MIN (270') 2" TO 10'
18°-22" 7 CU. FT. VALVE BOX
#68 STONE
42'MIN - 6` CATE
. •;., VALVE
TEE
250C P.S.I. CONCRETE - .r
BASE AND THRUST
13LOCK AGAINST
UNDISTURBED STABLE
SOIL STEEL FILE-
T RESTRAINED JOINT FITTINGS
WHEN THE SOIL IS DISTURBED OR WHEN
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE
1, SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 7 2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL 9E INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REOUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL_ FIRE HYDRANT ASSEMBLY DETAIL_
N.T.S.
FIG. W-4
TD-8
NISHED GRADE
-111-III-III-III„ -. ,III-111-I11-I1
AIR RELEASE VALVE
BRASS OR BRONZE PIPE BRONZE GATE
VALVE
DRAIN TO GRADE
IF POSSIBLE ICI
- I I I I- III III I IJ I �L�I I I.
II ;,I�III _ IIII .IIL=
BRICK SUPPORTS OR
SOLID CEMENT BLOCKS
CRUSHED STONE
TYPE "K" SOFT
COPPER
CORPORATION STOP
NOTES:
1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC
AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL,
SHALL BE USED.
FOR ATE LINE SMALLER THAN 1" E 1" R V_ N FITTINGS. FOR WATER
2 O L R 5 5M 2 USE A A AND NGS. O A
} LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS.
3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN
ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT
THE MANHOLE CONE.
AIR RELEASE VALVE (ARV)
NTS
FIG. W-9
TD-20
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
36"MIN
LARGER THAN 5" IN ANY
DIMENSION
24" M IN
NTIAL BACKFILL*
8"MIN
(6" LIFTS)
EMBEDMENT
* THOROUGHLY COMPACTED
SPRING LINE
BY HAND OR APPROVED
OF PIPE
MECHANICAL TAMPER
HAUNCHING
NO, 68 STONE
BEDDING 6" max
4" min
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
ALL PIPE)
NOTE
1.0PEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED'
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 58 STONE
TYPICAL_ SEWER PIPE
NSTAL-L-ATION IN TRENCH
NTS
FIG. S-3
TD-34
SCOTT R. COLLINS--,`
Lic. No, 035791�L,
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JOB NO.
182150
SCALE
N/A
SHEET NO.
13
PRE- AND POST -DEVELOPMENT SUBAREA AND OUTFALL SUMMARIES
Pre-Dev. Subarea Post-Dev. Subarea Method of 9VAC25-870-66
(Point of Interest) (Point of Interest) Channel Protection Compliance
STORMWATER MANAGEMENT NARRATIVE: WATERSHED SUMMARY FOR SUBAREA 1
OVERVIEW
THIS PROJECT IS PART OF THE BROOKHILL DEVELOPMENT, AND STORMWATER CN
Method of 9VAC25-870-66 Method of 9VAC25-870-66 Method of 9VAC25-870-66 TREATMENT IS PROVIDED TO MITIGATE THE IMPACTS FROM THE PROPOSED
Limits of Analysis for Channel Protection Flood Protection Compliance Limits of Analysis for Flood Protection IMPROVEMENTS. THIS STORMWATER MANAGEMENT PLAN COMPLIES WITH PART IIB
SWM REQUIREMENTS. DA 1 (Pre-DeV.) 60
1
1
Section B.3.a (Energy Balance)
N/A (Energy Balance Satisified)
Section C.2.b (10-yr. Post Flow < Pre Flow)
N/A (10-yr. Post Flow < Pre Flow Satisified)
2
2
Section B.1.a (2-yr Peak Flow is nonerosive in Pipes and OP)
Section BA.a (Subarea < 1% of Overall Watershed)
Section C.2.a (10-yr Peak Flow is Confined within pipes and outfall channel)
Section C.3.c (Outfalls to mapped Floodplain)
3
3
Section B.3.a (Energy Balance
( gY )
N A (Energy Balance Satisified
/ ( gY )
- <
Section C.2.b 10 r. Post Flow Pre Flow
( Y )
- <
N A 10 r. Post Flow Pre Flow Satisified
/ ( Y )
Total Phosphorous Removal Required for Blocks 9-11 13.92 Ibs/yr
Phosphorous Removal Achieved from the Level 11 Wet Pond BMP 5.87 Ibs/yr /
Phosphorous Removal Achieved from the BMP of the SWM Forest & Open Space Easements 3.87 Ibs/yr j
Remaining Phosphorous Removal Required to be Purchased 4.18 Ibs/yr
SWM FOREST & OPEN SPACE EASEMENT NOTES:
i. NUTRIENT CREDITS WILL BE REQUIRED TO BE PURCHASED FOR THIS DEVELOPMENT PRIOR
TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT.'SWM' IS AN ACRONYM FOR
STORMWATER MANAGEMENT.
2. THE SWM FOREST AND OPEN SPACE EASEMENT IS SUBJECTTO THE GUIDANCE SET FORTH
BY DEQ IN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM. THE AREAS WILL REMAIN
UNDISTURBED IN A NATURAL, VEGETATED STATE EXCEPT FOR ACTIVITIES AS APPROVED BY
THE LOCAL PROGRAM AUTHORITY, SUCH AS FOREST MANAGEMENT, CONTROL OF INVASIVE
SPECIES, REPLANTING AND REVEGETATING, PASSIVE RECREATION (e.g. TRAILS), AND
LIMITED BUSH HOGGING TO MAINTAIN DESIRED VEGETATIVE COMMUNITY (BUT NO MORE
THAN FOUR TIMES A YEAR).
3. THE PROPOSED ESC LIMITS OF DISTURBANCE BOUNDARY (18.85 ac.) + THE PROPOSED
SWM FOREST & OPEN SPACE EASEMENTS' BOUNDARY (11.34 ac.) ARE USED TO DEFINE
THE VRRM WATER QUALITY BOUNDARY (30.19 ac.).
Overall Acreage Summary!r¢
Pre -Development
Post -Development
Area, ac.
Area, ac.
DA 1
5.93
2.05
DA 2
5.27
5.59
DA 3
3.99
7.55
Area,
ac.
5.93
2.05
Post -Development Impervious Area Summary
1-year Flow,
2-year Flow,
10-year Flow,
Subarea 1
cfs
cfs
cfs
Roads & Sidewalks
45,825
sf
���Existing
3.58
11.9-1
Impervious Areas
19,275
sf-"1.66
0.23
2.19
9.01
65,100
sf
CNo.
�Subarea
2
,�Roads
& Sidewalks
63,000
sfBuildings
& Patios/Decks
39,330
sf1-year
Flow,
2-year Flow,
10-year Flow,
Driveways
19,800
sf
cfs cfs cfs 122,130 sf
0.80 2.25 8.90 Subarea 3
10.14 14.48 27.80 Roads & Sidewalks 61,800 sf
Buildings & Patios/Decks 39,900 sf
Driveways 18,450 sf
1-year Flow, 2-year Flow, 10-year Flow, 120,150 sf _
cfs cfs cfs Uncaptured Overland Runoff
0.58 1.66 6.62 Buildings & Patios/Decks 17,670 sf
0.12 0.60 4.16 Recreational Amenities 7,150 sf
\ 24,820 sf
� O �
\ - 0 (!)
O H
- v7
LU
POI #3 �{ / / �/ POI #3
I
W
Ce
00' OF OVERLAND FLOW = ' / ■ �; . '� \ i i� 90' OF OVERLAND FLOW
w/ A ELEV.=6' & // / / \ ■ �� i i - - w/ A ELEV.=8', J\
275 OF CONC. FLOW w/ 75' OF CONC. FLOW w/
A ELEV.=50' ; // // i �I . _� _ - A ELEV.=18' &//
625' OF CHANNEL FLOW
MR
100' OF OVERLAND FLOW ! i/// / • /� �� A �� / "// //�/� �V �� \ ��
w/ A ELEV. 6' L // // � • PRE-DEV. • \ \ /
290 OF CONC., FLOW w\ / ;i !♦ SUBAREA 3 •1
A ELEV. =46' / / j 3.99 ac. W.
/ Tc=0.16 hrs. ♦ \ V / / ♦ \
♦♦♦♦ ♦♦1 \ / / / /�� 11 / f l \ �\ \
♦♦♦ ♦♦♦ ♦♦♦ \ /♦♦♦ OVA \ 40 0 FLOW
♦♦♦ i ♦ j♦ ♦♦♦ A - \ / f` ♦♦♦ �� y ♦♦� ♦♦♦�♦ A w/ A ELEV & O \ �. .
_ D
, / ♦ ♦ ♦ v � � � _ ._ �w_ �_ ,♦ � LOW
i ♦ V � = t` _ w 7\ 1,600' OF CHANNELVF
/ ♦ ♦ ♦ 1ofto
// / / 1 i� ♦♦♦ ♦, \ SUBAREA
- - - to♦��■■��■■ ♦ I / I
% , � _ - � ■ � ' \ � / / Tc-0.12 hrs.At
- - / \ � ♦ \` \
♦ i ♦ l ��-/ - ',♦ /
- --
�/ // ♦ i AREAS PROPOSED TO BE DEVELOPED ARE ■ � • �,-� � / // \ 7 �._- / � � ��{ � �:, � �--�♦ i
♦ L
♦♦ ! ANALYZED FOR STORMWATER QUANTITY •• \ \ / / // -- G ■ \ \
/ ♦ i COMPLIANCE ON AN OUTLET BY OUTLET
♦ i BASIS. THE DEVELOPED AREAS, WHICH ■ • A / / A �
f,
♦♦ i ARE AREAS APPROXIMATELY UPLAND OF ■ // � A i ♦ ,/ • ( - �I �_ -- �`% ! � �;• �': A �� , \
/ /Y =_ ♦
♦ i THE GREENWAY, ESTABLISH THE ■ ♦� A \ / // _
/ / �� � - -� ♦ i DRAINAGE DIVIDES. ■ � \\ ; // \r � i ♦ ' �',, l • N-\ \��,_: \ 1 \
/
♦♦�� '� / / / / C / ��►
/// // 1�♦ PRE-DEV. : i A \ i/ // '�y /� A., ♦ _ ��■ A \
// /♦1 SUBAREA 1 ■ ■ \ // I ■ \
I I I!I
// I♦ CN 60-----
__ /
1r _ ♦♦ • / 24
-
// •• `_ `� ♦1♦♦ Tc-0.16 hrs. � � : // � �
1
z
// _� _ _ ♦♦♦♦ - • ; -- ■ \ V // 45' OF OVERLAND FLOW��'�
■
\ V� -� - ♦� - -♦�♦�♦ // A \ w/ A ELEV.=8' & - a'♦♦ ��� ��
♦ 55 F CONC FLOW w
/ \\ \ ✓�\ - !''w/FAOEEEVA 6 &ND LOW \\/ \
/ ■■■Y ♦ F ELEV. 2
\ : \ ♦ / ♦♦ \ \ 40 OF 'CHANNEL FLOW \ ♦ _ _ \
- ■■■■■■■ 37.5-0F CONC.. FLOW w/ \ IIII
-- -
♦ A ELEV.-40' ♦ I _., �, \
- ♦♦♦ •♦♦ \� PROPOSED SWM FOREST & OPEN SPACE -
V ,�, ■ ■ ♦♦ ♦/ / EASEMENT, TYPICAL. THE TOTAL ACREAGE \
\; ■ ♦ ♦ I I OF THESE EASEMENTS (11.34 ac.) IS `•,��
`��° ■ ♦♦ ♦♦ \ OUTSIDE THE PROPOSED LIMITS OF
. ■ ♦♦ ♦♦ DISTURBANCE. SEE 'SWM FOREST & OPEN - • . \
'- ■ ■ ` ♦ \ SPACE EASEMENT NOTESON THIS SHEET. -- "
• -- - _ ♦ PRE-DEV. ' ♦ i� �-
�\ ♦! SUBAREA 2 !♦ \f� PROPOSED CULVERTw a,. \
- i
\ ■ ■ ♦ 5.27 ac. ♦\ \
\ ?; " ■ ■ CN=57 ♦ CULVERT DRAINAGE
- - _-_ ■ ■ Tc=0.16 hrs. 01 \ PROPOSED ESC LIMITS OF
as♦ V ,AREA=60.5 ac. SUBAREA 1
or \\\, 2.05 ac.
\ L = • - at ♦ ♦ DISTURBANCE BOUNDARY,
CN=88
_ - / • \ POI #1 ♦ \
\ - ♦♦ ♦ � � TYPICAL. THE TOTAL LIMITS OF `\ � �� //� Tc=0.10 hrs.
at A \ DISTURBANCE ACREAGE IS
- - --
4R€A- - NDER'v / \ \ ♦ ♦♦�\ \ 18.85 ac. SEE 'SWM FOREST & AREA TREATED UNDER--"
- WPO-2T1800 I I ♦♦ �\ V OPEN SPACE EASEMENT NOTES' '�\ WPO 201800051 VIA,,
- - BOND 4€i j A\ 1♦ V ON THIS SHEET. j POND 4B I
`:
- A ' I � III I I , \_: ♦� v v � ��� ♦i ♦♦ \� v �` /I I :� _ - � � III I I � i
I
1
I I
I I1
1 � � I
III ♦ III r
,
\ o ,
9f I I ♦ i ♦ •♦ 9�
I
♦ - I
� I ♦♦ �l ♦♦ V GREENWAY, TYP. ♦♦ 1♦ � � (' � � I 11 ♦
1 C
rat
♦� v ♦i
1
�,♦1♦♦ �♦ \ ♦♦♦ V �% ,
41
'W41P ♦♦ ♦ 1
70-♦�♦♦ \ ♦�
00
♦ � off' � \ 'I � \ w\�:� •
0
General Construction notes for Stormwater Management Plans 10 OU G
I
1. All dams and constructed fill to be within 95% of maximum dry fi ,� / \ \ O
density and 2% of optimum moisture content. All fill material to a 0
be approved by a geotechnical engineer. A geotechnical engineer is - c 00 (0).
to be present during construction of dams. \ 0 00 \ £
NX
2. Pipe and riser joints are to be watertight within stormwater \ o c) «,
management facilities. \ o 0POI #2
3. For temporary sediment traps or basins which are to be converted \ o
to permanent stormwater management facilities; conversion is not PRE-DEV, SWM PLAN:
to take place until the site is stabilized, and permission has been SCALE I"=120' �\ �� o\
obtained from the County erosion control inspector. \ 0 0
WATER QUALITY SUMMARY DA 1 (Post-Dev.) 88
THE STORMWATER QUALITY REQUIREMENTS FOR THIS DEVELOPMENT ARE MET
THROUGH THREE BEST MANAGEMENT PRACTICES. THE BEST MANAGEMENT PRACTICE WATERSHED SUMMARY FOR SUBAREA 2
\ \ Pre -Development Impervious Area Summary OF PRESERVING OPEN SPACES IS IMPLEMENTED. A RECORDED EASEMENT WILL BE
p p Y PROVIDED PROTECTING THESE AREAS FROM DISTURBANCES. THE SECOND BMP IS A
LEVEL II WET POND, TREATING SUBAREA 3. AFTER THE IMPLEMENTATION OF THESE CN
\ ' Existing alm Impervious Areas 19 275 sf BMPs, THE DEVELOPER WILL PURCHASE NUTRIENT CREDITS FOR THE REMAINING
\ g p PHOSPHOROUS BALANCE. A MINIMUM PHOSPHOROUS REMOVAL RATE PURCHASE OF DA 2 (Pre-Dev.) 57
4.18 Ibs/yr IS REQUIRED. DA 2 (Post-Dev.) 80
WATER QUANTITY SUMMARY
THE PROPOSED DEVELOPMENT HAS THREE CONCENTRATED OUTFALLS. ALL THREE OF WATERSHED SUMMARY FOR SUBAREA 3
\ \ THESE OUTFALLS MEET MINIMUM CHANNEL AND FLOOD PROTECTION REQUIREMENTS
SET FORTH IN 9 VAC 25-870-66. SUBAREA 1 RECEIVES ATTENUATION VIA AN
/ i \ UNDERGROUND DETENTION SYSTEM. SUBAREA 2 ADEQUATELY CONVEYS ITS RUNOFF CN
THROUGH MANMADE PIPES AND A RIPRAP LINED CHANNEL AND OUTLET PROTECTION
-,/ TO A MAPPED FLOODPLAIN WHERE THE SITE'S SUBAREA IS LESS THAN OR EQUAL TO
1% OF THE RECEIVING CHANNEL's TOTAL WATERSHED, AND SUBAREA 3 RECEIVES DA 3 (Pre-Dev.) 57
ATTENUATION VIA A LEVEL II WET POND. PLEASE SEE THE SUMMARIES ON THIS DA 3 (Post-Dev.) 74
SHEET, AND THE ATTACHED CALCULATIONS PACKET, FOR ADDITIONAL DETAILS.
PROPOSED
I CONCENTRATED
OUTFALL #3
TO POI #3
0 - /
Area,
ac.
5.27
5.59
Area,
ac.
3.99
7.55
♦ k.: \ I PROPOSED SWM FOREST & OPEN SPACE
\ EASEMENT, TYPICAL. THE TOTAL ACREAGE
�' t SUBAREA 2 i � � /
i 1♦ 5.59 ac. I ( OF THESE EASEMENTS (11.34 ac.) IS
PROPOSED �- CN=80
OUTSIDE THE PROPOSED LIMITS OF
CONCENTRATED 11 ( Tc=0.11 hrs. \\ DISTURBANCE. SEE 'SWM FOREST &OPEN
OUTFALL #1 ♦y: J 1 SPACE EASEMENT NOTES' ON THIS SHEET.
(TO POI #1) ♦♦ ���/��
♦♦
\ PROPOSED ESC LIMITS OF
�� ♦♦1 �5� v A DISTURBANCE BOUNDARY,
POI #1 TYPICAL. THE TOTAL LIMITS OF
\ \ DISTURBANCE ACREAGE IS
IV 18.85 ac. SEE 'SWM FOREST &
IP
V !♦ � j�� ��'------�� � V� � V OPEN SPACE EASEMENT NOTES'
\\ ♦♦ J �,�� V ON THIS SHEET.
10
\:� \ LIMITS OF FEMA
GREENWAY, TYP. ♦ V APPROVED 100-YR I
FLOODPLAIN /
V PROPOSED
V / VCONCENTRATED
1 OUTFALL #2 \
�(TO POI #2)
0 0. \
O00
PROPOSED SLOPED VDOT CLASS II RIPRAP LINED \ 3��! �3:� �V Oo �o
CHANNEL w/ GEOTEXTILE FILTER FABRIC RIPRAP 0 �0 a
UNDERLAYMENT. FABRIC TO BE KEYED INTO EX. \ SWALE 0 0 0
GROUND 9" MIN. AT ENDS & ALONG PERIMETER. scare 0 0 O
o
ob
PROPOSED FLAT \DOT CLASS II COARSE AGGREGATE OUTLET a0 0 o O POI #2 j
PROTECTION w/ GEOTEXTILE FILTER FABRIC UNDERLAY ENT. 0
FABRIC TO BE KEYED INTO EX. GROUND 9" MIN. AT ENDS &
POST DEV. SWM PLAN:
ALONG PERIMETER. FABRIC TO OVERLAP A MIN. OF 9"
SCALE 1 "=120' (L=24', W1=6', W2=12', D=30" MIN.) o O
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Conservation Plan Notes:
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 CLEAN-UP.
I
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PROPERTY BOUNDARY (TYP.) % �� LOT` / 11 �� t
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-�mop 85 A LOT
45 SYMBOL BOTANICAL NAME COMMON NAME
M ATC H L I N E - SEE SHEET 15 Lo % / CANOPY TREES
/ 8 T \ LOT / ASL ACER SACCHARUM'LEGACY' LEGACY' SUGAR MAPLE
4 - 46 NS NYSSA SYLVATICA BLACK GUM
LOT UAP ULMUS AMERICANA'PRINCETON' PRINCETON' ELM
LOT \y QS QUERCUS SHUMARDII SHUMARD OAK
� 47
y / 83 i ,0` \��\ \ UNDERSTORY TREES
CC CERCIS CANADENSIS EASTERN REDBUD
LOT v i'+38 � ;` CFAS CORNUS FLORIDA'APPALACHIANSPRING' APPALACHIAN SPRING' DOGWOOD
82 JV JUNIPERUS VIRGINIANA EASTERN REDCEDAR
y ° � EXISTING STREAM � � �� \ �\ � �' MV MAGNOLIA VIRGINIANA SWEET BAG MAGNOLIA
�PT PINUSTAEDA LOBLOLLY PINE
J ,SHRUBS
QS STREET
/ TREE TYP. \ IGS ILEX GLABRA'SHAMROCK' SHAMROCK' INKBERRY
/ LOT (TYP.)
81 LOT S �" JGO JUN I PERLIS VIRGINIANA'GREY OWL' GREYOWL'JUNIPER
\_;
L 8 , NHD NANDINA DOMESTICA'HARBOUR DWARF' HARBOUR DWARF' NANDINA
5 / PAT PEROVSKIAATRIPLICIFOLIA RUSSIAN SAGE
LOT v
o LIMITS OF GREENWAY
80 436 LOT
/ \ 59 �> �pp0,p � /
LOT ` LOT10000,
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LIMITS OF GREENWAY / \ \ \ ° ' 61 /
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SIZE
1QUANTITY1
CANOPY
I TOTAL
2-1/2" cal.
8
195
1560
2-1/2" cal.
8
123
984
2-1/2" cal.
7
397
2779
2-1/2" cal.
146
329
48034
6' ht.
89
124
11036
6' ht.
6
124
744
4-5' ht.
7
16
112
6' ht.
99
113
11187
4-5' ht.
8
207
1656
24" min.
409
24" min.
164
24" min.
163
24" min.
18
TOTALS 78092
LANDSCAPING CALCS:
/ LOT ��� �� ti� 44 ` BLOCKS 9, Zo, & is 34.56 AC
\e\� LOT V / GREENWAY
77 -17.55 AC
/ x � J
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62 /; /� \ i BUFFERS WEST OF ARCHER AVENUE - 2.17 AC
o LOT TOTAL: 14.84 AC
e�
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76 ' x � � LOT
- 63 ' TOTAL AREA OF DEVELOPMENT FOR LANDSCAPE CALCULATIONS: 14.84 AC
o REQUIRED LANDSCAPING: 15% OF 14.84 AC = 2.23 AC
LOT
EXISTING TREE CANOPY TO REMAIN: 23,987 SF = o.55 AC
75 \ V ���- _ - - LOT / PROPOSED LANDSCAPING: 78,092 SF =1.79 AC
I / 6
4 TOTAL: 2.34 AC
LOTLOT
5 PROPERTY BOUNDARY (TYP.)
LOT 1992
i
73 \ r
% EXISTING 100' STREAM BUFFER (TYP.)
-- X
LOT
66
LOT
67
LOT EXISTING STREAM
68
LOT69
\ 1
F � /
QS STREET / LOT /
�TREE (TYP.) % 70
EXISTING WETLANDS (TYP.)
LIMITS OF GREENWAY
LOT /
\ - 71 \ \
1 o
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NOTE:
LOT 1. STREET TREES PROVIDED o' O.C. AND ' 10' FROM PROPOSED UTILITIES.
4 5
X 72 / / I z. 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.
® \ J \ 3. TOTAL STREET FRONTAGE = 5r545'
REQUIRED STREET TREES: 137 (1 TREE PER EVERY 40' OF STREET FRONTAGE)
/ PROPOSED STREET TREES: 146
PROPOSED PEDESTRIAN TRAIL o o e \ \ NOTE: i,15o' OF STREET FRONTAGE ALONG ARCHER AVENUE (PORTION OF)
0 '
REQUIRED STREET TREES: zg
PROPOSED STREET TREES: 29
NOTE: 2,235' OF STREET FRONTAGE ALONG FLORA LANE
REQUIRED STREET TREES: 56
PROPOSED STREET TREES: 59
\ PROPOSED 8" SANITARY SEWER (TYP.) NOTE: 535' OF STREET FRONTAGE ALONG FOXWORTH LANE
REQUIRED STREET TREES:14
PROPOSED STREET TREES: 17
ell*\ V _ - V " \ NOTE: 1,z00' OF STREET FRONTAGE ALONG KOCH COURT
REQUIRED STREET TREES: 30
PROPOSED STREET TREES: 30
I - _ NOTE: 425' OF STREET FRONTAGE ALONG FLORA COURT
REQUIRED STREET TREES:11
PROPOSED STREET TREES: 11
404\ GRAPHIC SCALE
OSED AL
40 0 20 40 80
i
'00,' \ \�� v ( IN FEET V\_�
\ 1 inch 40 ft. A�\ TREES UP TO 4" CAL. SHALL BE STAKED
/ \ I 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.
1 DOUBLE STRAND #i2 GAUGE WIRE \\ \ �\ \a� REFER TO SPECIFICATIONS FOR
\ FURTHER INFORMATION
EXISTING STREAM \ \ \ WITH RUBBER HOSE & TURNBUCKLES
2"x2" HARDWOOD STAKE
�9y CUT & REMOVE BURLAP FROM TOP
`�� \ GUYWIRES WITH RUBBER HOSE AND
6',
i/3 OF BALL AS SHOWN �� \ /
\ \\
SCARIFY SUBSOIL TO 4" MIN. DEPTH ` TURNBUCKLES 2/3 UP TREE
�V I
\ f \ - \%\ 2"x2" HARDWOOD STAKES, ALIGN
MULCH SAUCER
TOP OF STAKES
5 % FINISHED GRADE V\
MULCH SAUCER
1000,
TREES UP TO 4" CAL. SHALL BE STAKED. / AMENDED SOIL MIX
GUYED I
EQUALLY = II��TWISTED, 2 GAUGE WIRE WITH HOSE I I I
5 _
� \ � \ HT. OFTREE AND TURNBUCKLES. LOOP HOSE -III
f _
LIMITS OF GREEN�(VAY \ - ' \ \ AROUND TRUNK ABOVE BRANCHES -�
A AS SHOWN, FLAG WIRES WITH\ ( = -
CUT AND REMOVE BURLAP FROM TOP
TING too -YEAR FLOODPLAI (TYP.)
11001*
N �
COURVEY TAPE.EFER TO SPECS
FOR ADDITIONAL INFORMATION.
1/3 OF BALL AS SHOWN
\i
\ AMENDED SOIL MIX - SCARIFY SUBSOIL TO 4" MIN. DEPTH
III=1-1-1-I
-III-III-1
COMPACTED SUBGRADE III III COMPACTED SUBGRADE
Tree Planting and Staking Detail Evergreen Tree Planting Detail
/ Not To Scale Not To Scale
Source: Va. DSWC
III - 401
County of Albemarle
Conservation Plan Checklist- To be placed on Landscape Plans
(Handbook pp III-284-111-297 for complete specifications)
3.38
Plate 3.38-2
1. The following items shall be shown on the plan:
U Trees to be saved;
® Limits of clearing (outside dripline of trees to be saved);
El Location and type of protective fencing,
Z1 Grade changes requiring tree wells or walls,
fZ1 Proposed trenching or tunneling beyond the limits of clearing.
2. Markings:
® 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:
El Tree preservation and protection measures shall be reviewed with the contractor on site.
4. Equipment Operation and Storage:
ZI Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees
to be saved.
5. Soil Erosion and Stormwater Detention Devices:
El Such devices shall not adversely affect trees to be saved.
6. Fires:
ZI 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.
8. Protective Fencing:
ZI Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing.
ZI Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction.
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:
Ll 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
submitted for approval.
11. Trenching and Tunneling:
ZI When trenching is required within the limits of clearing, it shall be done as far away from the trunks 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.
12. Cleanup:
El Protective fencing shall be the last items removed during the final cleanup.
13. Damaged Trees:
® Damage trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist.
NOTE: IT IS HE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS.
1/21/2020
OWNER
CONTRACT PURCHASER SIGNATURE
(DATE)
(DATE)
5/1/06 Page 1 of 1
00
\SCOTT R. COLLINS'_�
Lic. No. 035791 �
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