HomeMy WebLinkAboutSDP202300017 Plan - Revision Final Site Plan and Comps. 2024-05-020
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SITE DATA:
TAX MAP PARCELS: 055E-01-26-0 - 5.211 ACRES (5.03 ACRES DEVELOPED WITH BLOCK 26)
055E-01-6B-0 - 4.055 ACRES (0.18 ACRES DEVELOPED WITH ORION LANE)
055EO-01-6A-0 - 0.28 ACRES (PART OF LOD)
(ADDITIONAL R.O.W. FOR ROAD/UTILITY WORK - 0.144 ACRES)
REMAINDER OF PARCELS UTILIZED FOR GRADING WITH FINAL
CONSTRUCTION OF BLOCK 26 CONSISTING OF 5.21 ACRES
MARCH MOUNTAIN PROPERTIES LLC
TOTAL PARCEL AREAS: 5.21 ACRES
LIMITS OF DISTURBANCE: 9.69 ACRES
ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) IN ACCORDANCE WITH ZMA2015-00001
OVERLAY DISTRICT: ENTRANCE CORRIDOR OVERLAY
MANAGED STEEP SLOPES OVERLAY
MAGISTERIAL DISTRICT: WHITE HALL
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP
28 IMPERIAL DRIVE
STAUNTON, VA 24401
TELEPHONE: 540-885-0920
CONTACT:JOE MEDLEY
JOE.MEDLEY@TIMMONS.COM
SURVEY CONDUCTED: JUNE 23,2022
DATUM: HORIZONTAL: NAD83 (NA2011) VIRGINIA STATE GRID SOUTH
VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS
REQUIRED BUILDING SETBACKS (BLOCK 26):
FRONT: 5 FT MINIMUM/25 FT MAXIMUM
SIDE: 5 FT MINIMUM
REAR: 5 FT MINIMUM
MAXIMUM BUILDING HEIGHT:
EXISTING USE:
PROPOSED USE:
TOTAL UNITS:
GROSS RESIDENTIAL DENSITY:
PROPOSED OPEN SPACE:
MAXIMUM IMPERVIOUS COVER:
WETLAND IMPACTS:
UTILITIES:
PARKING REQUIRED:
TOTAL PARKING PROVIDED:
SPECIAL FLOOD HAZARD AREA INFORMATION:
SPECIAL FLOOD HAZARD AREA (FLOODPLAIN)
YES [ I NO [ X I
SIDE:
TOWNHOUSES- 4.0 STORIES OR 60 FT
VACANT RESIDENTIAL LAND
RESIDENTIAL DEVELOPMENT FOR TOWNHOUSES
46 UNITS (7 AFFORDABLE) LOTS 15,16, 17, 18, 22, 23, AND 25.
NOTE: UNITS ARE SUBJECT TO CHANGE UPON APPLYING FOR
BUILDING PERMITS AND NOTIFYING COUNTY.
46 UNITS/5.21 ACRES = 8.83 DU/AC
0.80 ACRES/5.21 ACRES = 15%
3.23 ACRES
NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT
ACSA PUBLIC WATER AND SEWER
2 SPACES PER SINGLE FAMILY ATTACHED (46 UNITS)
1 GUEST SPACE PER 4 SINGLE FAMILY ATTACHED (46 UNITS)
104 PARKING SPACES REQUIRED
1 GARAGE SPACE PER SINGLE FAMILY ATTACHED (46 UNITS)
2 DRIVEWAY SPACES PER LARGER SINGLE FAMILY ATTACHED (17 UNITS)
1 DRIVEWAY SPACE PER SMALLER SINGLE FAMILY ATTACHED (29 UNITS)
12 ON -STREET GUEST SPACES (GOLF DRIVE AND ADDLE HILL RD)
121 TOTAL PARKING SPACES PROVIDED
1. THE SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
2. THE SITE IS LOCATED WITHIN THE SOUTH FORK RIVANNA RESERVOIR WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR.
3. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY.
4. THIS SITE WILL BE DEVELOPED IN A SINGLE PHASE.
STORMWATER MANAGEMENT:
REFER TO OLD TRAIL VILLAGE BLOCKS 28 & 29B (WP0201400004) FOR SWIM FACILITY L-1
(RETENTION BASIN II 4XWQV) CONSTRUCTION DETAILS. THIS POND SERVES THE PROPOSED
DEVELOPMENT FOR BLOCKS 26 & 6 AND REMAINS CONSISTENT WITH THE APPROVED SWIM
MASTER PLAN (WP0201600009).
ASSOCIATED PLANS:
SDP202200053 (PRELIMINARY PLAT)
SUB202400054 (FINAL SUBDIVISION PLAT)
WP0202200034 "PO PLAN)
SUB202200133 (ROAD PLAN)
OLD TRAIL BLOCK 26
FINAL SITE PLAN
SDP 202300017
COUNTY OF ALBEMARLE, VIRGINIA
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VICINITY MAP
1"=1000'
DEVELOPER:
MARCH MOUNTAIN PROPERTIES LLC
1005 HEATHERCROFT CIRCLE SUITE 100
CROZET, VA 22932
CONTACT: DAVE BROCKMAN
TELEPHONE: (702) 985-9088
EMAIL: DAVE@OLDTRAILVILLAGE.COM
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE. SUITE 200
CHARLOTTESVILLE, VA 22903
CONTACT: JEREMY FOX, PE
TELEPHONE: (540) 885-0920
EMAIL: JEREMY.FOX@TIMMONS.COM
Sheet List Table
Sheet Number
Sheet Title
C0.0
COVER
C0.1
PROFFERS
C1.0
NOTES AND DETAILS
C1.1
NOTES AND DETAILS
C1.2
NOTES AND DETAILS
C1.3
NOTES AND DETAILS
C1.4
NOTES AND DETAILS
C2.0
EXISTING CONDITIONS & DEMOLITION PLAN
C4.0
LAYOUT PLAN
C4.1
UTILITY PLAN
C4.2
LOT & EASEMENT PLAN
C5.0
GRADING & DRAINAGE PLAN
C5.1
STORM INLET DRAINAGE MAP
C5.2
ADA SPOT GRADING DETAILS
C6.0
STORM SEWER PROFILES
C6.1
SANITARY SEWER PROFILES
C6.2
WATERLINE PROFILES
C6.3
ROAD PROFILES
C6.4
SIGHT DISTANCE PROFILES
C6.5
SIGHT DISTANCE PROFILES
C6.6
SIGHT DISTANCE PROFILES
C6.7
SIGHT DISTANCE PROFILES
C7.0
STORMWATER CALCULATIONS
L1.0
LANDSCAPE PLAN
L2.0
LANDSCAPE NOTES AND DETAILS
NUMBER OF SHEETS = 25
SIGNATURE PANEL:
DEPARTMENT OF COMMUNITY DEVELOPMENT:
PLANNING & ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
APPROVAL
DATE
YN ,n OF
JEREMY L. FOX a
Lic. No. 60786
05/ 0212024 q�i
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DRAWN BY
J. FOX
DESIGNED BY
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PROFFER STATEMENT
OLD TRAIL VILLAGE
Date: January 13, 2016
ZMA #: ZMA 2015-00001 Old Trail Village Amendment #3
Tax Map Parcel Numbers: 055EO-01-00-000AI (excluding those portions that lie outside the zoning
boundary for ZMA 2004-024), 055EO-01-00-00OA2, 055EO-01-00-00OA3,055EO-01-00-00OA4, 055EO-
01-00-000A5, 055EO-01-3A-00100, 055E0012701000, 055EO012701100, 055EO012701200,
055E0012701300, 055EO012701400, 055E0012701500, 055E0012701600, 055E0012701700,
055EO012701800, 055E0012701900, 055E0012702000, 055E0012702100, 055E0012702200,
055EO012702300, 055EO012702400 and 055EO012702500.
The Owner of the parcels identified herein above (the "Property") is March Mountain Properties, L.L.C., a
Virginia limited liability company (the "Owner"). This Proffer Statement shall relate to the Code of
Development for Old Trail Village approved as part of ZMA 2004-024, as amended by ZMA 2008-05, as
further amended by ZMA 2014-00004, and as further amended by ZMA 2015-00001, as such Code of
Development may be amended from time to time in the future in accordance with the Albemarle County
Zoning Ordinance (the "Code of Development'), and to the Application Plan prepared by Timmons Group
entitled "Old Trail Village Rezoning ZMA 04-024 General Development Plan," last revised by Roudabush,
Gale & Associates with a latest revision date of January 14, 2016, and including any previously approved
amendments thereto (the "Application Plan").
The Owner hereby voluntarily proffers that if the Albemarle County Board of Supervisors acts to
rezone the Property as requested, the Owner shall develop the Property in accord with the following proffers
pursuant to Section 15.2-2303 of the Code of Virginia, 1950, as amended, and pursuant to Section 33.3 of
the Albemarle County Zoning Ordinance. These conditions are voluntarily proffered as part of the
requested rezoning, and the Owner acknowledges that (1) the rezoning itself gives rise to the need for the
conditions; and (2) such conditions have a reasonable relation to the rezoning requested. This proffer
statement shall supersede and replace in all respects the proffer statements approved by the Board of
Supervisors in connection with ZMA 2004-024, ZMA 2008-05, and ZMA 2014-00004. If rezoning
application ZMA 2015-00001 is denied, these proffers shall immediately be null and void and of no further
force and effect.
1. Green Space, Park Land and Greenway Dedication. The Owner shall devote a minimum of
twenty percent (20%) of the land within the Property to green space as shown on sheet 5 of 9 of the General
Development Plan. Of this green space land, within five (5) years after the date that ZMA 2004-024 is
approved by the County, or within thirty (30) days after the request of the County, whichever is sooner, the
Owner shall dedicate to the County for public use for parks and open space resources and for a greenway,
a 25-acre park, a 10.8-acre greenway area, and a 6.7-acre greenway area, each as further shown on sheet 5
of 9 of the General Development Plan (collectively, the "Park and Greenway Area"). After it is dedicated
to public use, the Park and Greenway Area shall continue to be included in the total area of green space and
amenities within the Property. At the time of the conveyance and dedication, the Park and Greenway Area
land will be subject to the Architectural and Landscape Standards for Old Trail Village, as provided in the
Code of Development. The remaining green space land within the Property that will not be dedicated to
the County for public use shall be maintained by the Old Trail Owner's Association. The dedication of the
Park and Greenway Area land shall be a fee simple interest in such land. If the Park and Greenway Area
land is not dedicated as part of a site plan or subdivision plat, the Owner shall pay the costs of surveying
the land and preparing the deed of dedication. The Owner shall construct the trail through the 6.7-acre
Greenway Area, as shown on sheet 5 of 9 of the General Development Plan, within six (6) months after the
approval by the County of the first subdivision plat or site plan applicable to any portion of block 30 or 31.
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required to fund the Park Master Plan that is retained by the County as provided herein, shall be refunded
to the Owner as provided in paragraph 5 if such funds are not expended within the time provided therein.
THE REQUIREMENTS OF THIS PARAGRAPH FOUR HAVE BEEN SATISFIED.
S. Cash Proffer for Park Projects. For each dwelling unit constructed on the Property that is not
an Affordable Unit, the Owner shall contribute cash to Albemarle County for funding parks and
recreation projects and improvements identified on the County's Capital Improvements Program within
the Park and Greenway Area in general accord with the Park Master Plan as available funding allows, as
follows: one thousand dollars $1,000.00) for each single family detached unit, five hundred dollars
($500.00) for each townhouse unit, and two hundred fifty dollars ($250.00) for each multifamily unit.
Notwithstanding the terms of this paragraph 5 to the contrary, however, the Owner shall receive a "credit"
against the first fifty thousand dollars ($50,000.00) that would otherwise be owed to the County pursuant
to this paragraph 5, in recognition of the cash proffer referenced in paragraph 4. In the event the cash
proffer referenced in paragraph 4 is not sufficient to fund the Park Master Plan, the County may apply a
portion of the cash proffer described in this paragraph 5 as required to fully fund the Park Master Plan. If
the County determines it to be a more reasonable use of funds, the County may substitute facilities shown
on the Park Master Plan or locate facilities shown on the Park Master Plan elsewhere in the Community
of Crozet. The cash contribution for each dwelling unit shall be paid at the time of the issuance of the
building permit for such dwelling unit, unless the timing of the payment is otherwise specified by state
law. If the cash contribution has not been exhausted by the County for the stated purpose within ten (10)
years from the date of the issuance of the last residential building permit within the Property, all
unexpended funds shall be refunded to the Owner.
6. Phasing of Retail Development. Prior to the issuance of a building permit for the five hundredth
(500d') dwelling unit within the Property, the aggregate retail space within the Property shall not exceed
forty-eight thousand (48,000) square feet. Prior to the issuance of a building permit for the one
thousandth (1,000'h) dwelling unit within the Property, the aggregate retail space within the Property shall
not exceed ninety-six thousand J96,000) square feet. Prior to the issuance of a building permit for the one
thousand five hundredth (1,500 ) dwelling unit within the Property, the aggregate retail space within the
Property shall not exceed one hundred forty-four thousand (144,000) square feet. Prior to the issuance of
a building permit for the two thousandth (2,000Ih) dwelling unit with the Property, the aggregate retail
space within the Property shall not exceed one hundred ninety-two thousand (192,000) square feet. Retail
space shall not include office space or any health and fitness facility.
7. Overlot Grading Plan. The Owner shall submit an overlot grading plan meeting the
requirements of this section (hereinafter, the "Plan") with the application for each subdivision of the
single family detached and single family attached dwelling units shown on the General Development
Plan. The Plan shall show existing and proposed topographic features to be considered in the
development of the proposed subdivision. The Plan shall be approved by the County Engineer prior to
final approval of the subdivision plat. The subdivision shall be graded as shown on the approved Plan.
No certificate of occupancy shall be issued for any dwelling on a lot where the County Engineer has
determined the lot is not graded consistent with the approved grading Plan. The Plan shall satisfy the
following:
A. The Plan shall show all proposed streets, building sites, surface drainage, driveways, trails and
other features the County Engineer determines are needed to verify that the Plan satisfies the requirements
of this paragraph 7.
B. The plan shall be drawn to a scale not greater than one (1) inch equals fifty (50) feet
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site plan applicable to any portion of block 30 or 31. The trail shall be constructed to the County
standards for a Class A trail, with a surface of compacted stone dust.
2. Affordable Housing. The Owner shall provide affordable housing units equal to fifteen percent
(15%) of the total residential units constructed on the Property, in the form of for -sale units, for -rent units,
"accessory units" (as defined in paragraph 2(C)(3) herein), and "carriage units" (as defined in paragraph
2(C)(3) herein) and subject to the terns herein ("Affordable Units"). The Affordable Units shall be
reasonably interspersed throughout the Property as provided in this paragraph 2, subject to the
requirements of the Application Plan and the Code of Development. If the Owner elects at its option to.
provide for -sale single family detached Affordable Units, such units shall be applied toward the 15%
requirement. Each subdivision plat and site plan for land within the Property shall designate the lots or
units, as applicable, that will, subject to the terms and conditions of this proffer, incorporate Affordable
Units as described herein, and the aggregate number of such lots or units designated for Affordable Units
within each subdivision plat and site plan shall constitute a minimum of fifteen percent (15%) of the lots
in such subdivision plat or site plan. Notwithstanding the foregoing, however, the Owner may "cant' -
over" or "bank" credits for Affordable Units in the event an individual subdivision plat or site plan
designates Affordable Units that in the aggregate exceed the fifteen percent (15%) minimum for such
subdivision plat or site plan, and such additional Affordable Units may be allocated toward the fifteen
percent (15%) minimum on any future subdivision plat or site plan, provided however, that the maximum
number of Affordable Units that may be carried over or banked shall not exceed fifteen percent (15%) of
the total units on any subdivision plat or site plan.
The Owner shall convey the responsibility of constructing the Affordable Units to the subsequent
owners of lots within the Property and such subsequent owner/builder shall succeed to the duties of the
Owner under this paragraph 3A, and the term "Owner" shall refer to such subsequent owner/builder.
Such subsequent owner/builder shall create Affordable Units affordable to households with incomes less
than eighty percent (80%) of the area median income such that housing costs consisting of principal,
interest, real estate taxes and homeowners insurance (PITI) do not exceed thirty percent (301/o) of the
gross household income.
A. For -Sale Affordable Units. All purchases of the for -sale Affordable Units shall be approved
by the Albemarle County Housing Office or its designee. The subsequent owner/builder shall provide the
County or its designee a period of ninety (90) days to identify and prequalify an eligible purchaser for the
Affordable Units. The ninety (90)-day period shall commence upon written notice from the then -current
owner/builder that the Affordable Unit(s) will be available for sale. If the County or its designee does not
provide a qualified purchase during this ninety (90)-day period, the then -current owner/builder shall have
the right to sell the Affordable Unit(s) without any restriction on sales price or income of the purehaser(s),
and such Affordable Unit(s) shall be counted toward the satisfaction of this paragraph 2. This
requirement shall apply only to the first sale of each of the for -sale Affordable Units.
B. For -Rent Affordable Units.
(1). Rental Rates. The initial net rent for each for -rent Affordable Unit shall not exceed
the then -current and applicable maximum net rent rate approved by the County Housing Office. In each
subsequent calendar year, the monthly net rent for each for -rent Affordable Unit may be increased up to
three percent (3%). For purpose of this proffer statement, the term "net rent' means that the rent does not
include tenant -paid utilities. The requirement that the rents for such for -rent Affordable Units may not
exceed the maximum rent established in this paragraph 2B shall apply for a period of five (5) years
following the date the certificate of occupancy is issued by the County for each for -rent Affordable Unit,
or until the units are sold as low or moderate cost units qualifying as such under either the Virginia
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C. All proposed grading shall be shown with contour intervals not greater than two (2) feet. All
concentrated surface drainage over lots shall be clearly shown with the proposed grading. All proposed
grading shalt be shown to assure that surface drainage can provide adequate relief from flooding of
dwellings in the event a storm sewer fails.
D. Graded slopes on lots proposed to be planted with turf grasses (lawns) shall not exceed a
gradient of three (3) feet of horizontal distance for each one (1) foot of vertical rise or fall (3: 1). Steeper
slopes shall be vegetated with low maintenance vegetation as determined to be appropriate by the
County's program authority in its approval of an erosion and sediment control Plan for the land disturbing
activity. These steeper slopes shall not exceed a gradient of two (2) feet of horizontal distance for each
one (1) foot of vertical rise or fall (2:1), unless the County Engineer finds that the grading
recommendations for steeper slopes have adequately addressed the impacts.
E. Surface drainage may flow across up to three (3) lots before being collected in a storm sewer
or directed to a drainage way outside of the lots.
F. No surface drainage across a residential lot shall have more than one-half (1/2) acre of land
draining to it.
G. All drainage from streets shall be carried across lots in a storm sewer to a point beyond the
rear of the building site.
H. INTENTIONALLY OMITTED.
I. The Plan shall demonstrate that an area at least ten (10) feet in width, or to the lot line if it is
less than (10) feet, from the portion of the structure facing the street, has grades no steeper than ten (10)
percent adjacent to possible entrances to dwellings that will not be served by a stairway. This graded area
also shall extend from the entrances to the driveways or walkways connecting the dwelling to the street.
J. An re
quirement uirement of this
condition may Y q y be waived by the County Engineer by submitting a
waiver request with the preliminary plat. If such a request is made, it shall include: (i) a justification for
the request contained in a certified engineer's report; (ii) a vicinity map showing a larger street network at
a scale no smaller than one (1) inch equals six hundred (600) feet; (iii) a conceptual plan at a scale no
smaller than one (1) inch equals two hundred (200) feet showing surveyed boundaries of the property; (iv)
topography of the property at five (5) foot intervals for the property being subdivided and on abutting
lands to a distance of five hundred (500) feet from the boundary line or a lesser distance determined to be
sufficient by the agent; (v) the locations of streams, stream buffers, steep slopes, floodplains, known
wetlands; and (vi) the proposed layout of streets and lots, unit types, uses, and location of parking, as
applicable. In reviewing a waiver request, the County Engineer shall consider whether the alternative
proposed by the Owner satisfies the purpose of the requirement to be waived to at least an equivalent
degree. In approving a waiver, the County Engineer shall find that requiring compliance with the
requirement of this condition would not forward the purposes of the County's Subdivision and Water
Protection Ordinances or otherwise serve the public interest; and granting the waiver would not be
detrimental to the public health, safety or welfare, to the orderly development of the Project, and to the
land adjacent thereto.
K. The Owner may request that the Plan be amended at any time. All amendments shall be
subject to the review and approval by the County Engineer.
L. In the event that the County adopts overlot grading regulations after the date ZMA 2004-
024 is approved, any requirement of those regulations that is less restrictive than any requirement of this
Housing Development Authority, Farmers Home Administration, or Housing and Urban Development,
Section 8, whichever comes fast (the "Affordable Term).
(2). Conveyance of Interest. All deeds conveying any interest in the for -rent
Affordable Units during the Affordable Term shall contain language reciting that such unit is subject to
the terms of this paragraph 2. In addition, all contracts pertaining to a conveyance of any for -rent
Affordable 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 2B. At least thirty (30) days prior
to the conveyance of any interest in any for -rent Affordable Unit during the Affordable Tenn, 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 die requirements of this paragraph 2B(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 Unit, the then -current owner shall provide to the
Albemarle County Housing Office a copy of the rental or lease agreement for each such Affordable Unit
rented that shows the rental rate for such Affordable 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. Mixture of Tvves of Affordable Units. No more than fifty percent (50%) of the Affordable
Units may be accessory units and/or carriage units. For purposes of this proffer statement, "accessory
units" shall mean Accessory Apartments as defined in the Albemarle County Code, Chapter 18, Section
3. 1, and as regulated by the Albemarle County Code, Chapter 18, Section 5.1.34, and a unit within a two-
family dwelling as a two-family dwelling is defined in the Virginia Uniform Statewide Building Code.
For the purposes of this proffer statement, "carriage units" shall mean any separate, independent,
accessory dwelling unit detached from, but located on the same parcel as the structure of and clearly
subordinate to a single family detached dwelling, as distinguished from a duplex or other two-family
dwelling.
3. Cash Proffer for School Projects. For each dwelling unit constructed on the Property that is not
an Affordable Unit, the Owner shall contribute cash to Albemarle County for funding school projects
within the Community of Crozet and shown on the County's Capital Improvements Program, as follows:
one thousand dollars ($1,000.00) for each single family detached unit, five hundred dollars ($500.00) for
each townhouse unit, and two hundred fifty dollars ($250.00) for each multifamily unit. The cash
contribution for each dwelling unit shall be paid at the time of the issuance of the building permit for such
dwelling unit, unless the timing of the payment is otherwise specified by state law. If the cash
contribution has not been exhausted by the County for the stated purposes within ten (10) years from the
date of the issuance of the last residential building permit within the Property, all unexpended funds shall
be refunded to the Owner.
4. Cash Proffer for Park Master Plan. Within one (1) year after the date that ZMA 2004-024 is
approved, or within thirty (30) days after the request by the County, whichever is sooner, the Owner shall
make a cash contribution to the County in the amount of fifty thousand dollars ($50,000.00) for the
purpose of funding a master plan for the 25-acre park land shown on sheet 5 of 9 of the General
Development Plan (the "Park Master Plan"). If the Park Master Plan is completed for less than fifty
thousand dollars ($50,000.00), any remaining funds may be retained by the County and used to fund
parks and recreation projects and improvements as described in paragraph 5. If such case contribution is
not expended for the Park Master Plan within two (2) years from the date of the contribution, all
unexpended funds shall be refunded to the Owner; provided that any portion of the cash contribution note
3
paragraph 7 shall supersede the corresponding requirement of this paragraph, subject to the approval of
the Director of the Department of Community Development.
8. Construction of School Connections. The Owner shall construct the pathway connections to the
schools, shown as "Pathway Connection to Schools," and "Road and Sidewalk Connection to Schools" on
sheet 5 of 9 of the General Development Plan, within six (6) months after the approval by the County of
the first subdivision plat or site plan applicable to any portion of a block that either includes or is adjacent
to any such connection.
WITNESS the following signature:
29975995_I.dou
MARCH MOUNTAIN PROPERTIES, L.L.C.
By: 2 {
Printed Name:
Title: y+kt,c ti( zx
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JEREMY E�P>
Lie. No. 60786
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GENERALNOTES
LEGEND
ROADS
SEWER
TRAFFIC STOP BAR
mSTORM
S EXISTING SANITARY SEWER
PIPE & STRUCTURE NO.
�C)
DROP INLET & STRUCTURE NO.
Se--SAN-+-OS PROPOSED SANITARY SEWER
CURB
O PROPOSED SANITARY SEWER LABEL
CURB & GUTTER
WATER
0
PROPOSED PAVEMENT
EXISTING WATER LINE
CENTERLINE OF DITCH
g• yt PROPOSED WATER LINE
{
BENCH MARK
g• yy PROPOSED VALVE
CLEARING LIMITS
!Ti' g• yy PROPOSED TAPPING SLEEVE
R-1
VDOT STANDARD STOP SIGN
T _ 1
PROPOSED FIRE HYDRANT (COMPLETE)
- - 200 - --
EXISTING CONTOUR
GRADING
200
PROPOSED CONTOUR
+240.5
EXISTING SPOT ELEVATION
TC = TOP OF CURB
BC = BACK OF CURB
TC 240.5
PROPOSED SPOT ELEVATION
EP = EDGE OF PAVEMENT
TW = TOP OF WALL
1O
PARKING COUNT
BW = BOTTOM OF WALL
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
N/A = NOT APPLICABLE TO THIS PROJECT
MANAGED SLOPES
PRESERVED SLOPES
ACSA GENERAL WATER & SEWER CONDITIONS
SEPTEMBER 14, 2021
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 ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF
CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION.
3. 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.
4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A 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.
8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF
THE LINE.
10. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND
INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID)
DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER
LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE
UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT
COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER, AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE
METER(S)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY
ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED
11. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
12. 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).
13. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT
UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE
BUILDING DRAIN BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING
FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL
NOT DISCHARGE THROUGH A BACKWATER VALVE.
14. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL
UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER
LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR
UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
15. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF
THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR
UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
16. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER
MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS
INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
17. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA.
18. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE ALL BACKFLOW PREVENTION
DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT
REVISION OF THE ACSA RULES AND REGULATIONS.
19. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS APPROVED BY THE ACSA SHALL BE RECORDED PRIOR TO
ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED.
1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED
BY THE LOCALITY. THIS INCLUDES BUT IS NOT LIMITED TO TESTING INSTALLATION DOCUMENTATION
SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE
BEGINNING CONSTRUCTION.
2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE
APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF
TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE
MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL
CONSTRUCTION ACTIVITIES.
5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED
WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER
ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER.
THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S
REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH
SPECIFICATIONS.
7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS.
8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN
ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR
GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS.
9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL
SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL
UNITS.
10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT
STANDARDS.
12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED
PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A
LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE
CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER.
13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON
PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF
LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A
CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY
OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION
OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE
DEVELOPMENT.
14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND
CABLE TV SERVICE TRUNK LINES. (N/A)
15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES)
SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.
16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT
TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY.
17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND
PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE
COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE
COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED
AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND
SPECIFICATIONS.
19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL
ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR
DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO
PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE
AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF
REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)
22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS
PRIOR TO CONDITIONING OF THE SUBGRADE.
23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S
REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE
SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.
24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR
THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO
AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A)
25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE
OF ROAD. (N/A)
26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM
SLOPE OF 0.004 ft./ft.
27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND
GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A)
28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN
ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE
VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S
REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS.
29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL
COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE,
AND ICC/ANSI Al17.1-03.
30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.
31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.
32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE
A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY
33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A
VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED
BUT NOT WATER LINES.
35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS
EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE
INSPECTIONS AS OUTLINED IN THE USBC.
36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER
SIDEWALKS.
37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY
PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE
REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR
ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131).
BLASTING NOTES
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM
MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A
GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT
STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS
STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL
INSPECTOR.
Albemarle County
As -built Road Plan Policy
As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle
County. The following is a list of the minimum information required on the drawings. Additional information
may be requested. The County only reviews private road as -built plans. The county does not review or
approve public road as-builts. For questions regarding public roads, please consult with VDOT.
1. A signed and dated professional seal of the preparing engineer or surveyor.
2. The name and address of the firm and individual preparing the drawings on the title sheet.
3. "As -built" must be labeled on the drawings with the date of preparation or revision.
4. The constructed location of all items associated with the road construction must be shown. The items
include, but are not limited to the following:
a. Horizontal Alignment - Show and label measurement points, and an interpreted line between
measurements. Show the as -built centerline over the design centerline. Distinguish between the design
elevation and as -built by labels and line type. Measurements shall be at each station as a minimum, and
at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway
within the right-of-way or easement. Any portions outside the right-of-way or easement must be
corrected by plat or construction.
b. Vertical Alignment - Show and label measurement points, and an interpreted line between
measurements. Show the as -built centerline over the design centerline. Distinguish between them by
labels and line type. Write the constructed vertical elevations adjacent to the design elevations.
Distinguish between the elevations by striking a single line through the design elevation. Measurements
shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built
centerline. For alignments which deviate significantly from the design, provide curvature and sight -
distances. Corrections may be required for alterations from the design alignment.
b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every
station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges
over the design edges. Show and label constructed edge of pavement radii for all intersections and cul-
de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included.
c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure,
culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert
elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide
computations verifying design standards.
d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of
flow, and linings.
e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must
be within platted right-of-way or drainage easements. Provide copies of recorded documents.
e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and
applied end treatments, compared to design.
f. Right of way and associated easements - Label deed book and page numbers for all dedicated right-
of-ways, sight easements, slope easements, etc., and provide copies of recorded documents.
g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike
through any design elements which were not applied. Inspection reports are required for fill
compaction, CBR's, and pavement applications.
h. Street Trees - if street trees are on the design plan, provide design and as -built locations and species.
i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features.
I Nov 2011
Albemarle County
Private Road Acceptance Procedure
This is the procedure developed by the Albemarle County Community Development Department for the
completion of private roads. The items in this fist must be completed in the order given.
1. Tests and Inspections: Have all necessary tests and inspections performed by a professional
engineer or geotech, or VDOT certified inspector. This should include, at a minimum,
a. California Bearing Ratio (CBR) tests,
b. stone depth inspections, including installation of under -drains and cross -drains,
c. fill compaction tests,
d. pipe and drainage structure video inspections or equivalent,
e. base and surface pavement inspections, documenting materials, thickness and compaction
f. concrete tests
g. structural and related inspections for any bridges and foundations
Compile a report of these tests, certified by a professional engineer, and submit this report with the
as -built plans.
2. As -built plans and plats: Provide drawings of the constructed improvements according to the
Albemarle County As -built Road Plan Policy. Provide copies of all recorded drainage easements,
sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents
from the Clerk's office. Before completing as -built drawings, make any corrections necessary to
ensure all improvements are within right-of-ways and easements.
P
3. Bond inspection: Request a bond reduction or release inspection from the County, which will
reduce or release your bond, indicating completion or partial completion, or generate a letter
indicating items in need of documentation or completion. The following documents will be needed
with your bond inspection request;
A. Completed Bond Inspection Request form and fee
A form and fee are required for each bond, such as for a project with multiple phases and bonds.
B. As -built documents per items 1 and 2 above.
An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any
releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all
improvements are in right-of-way and easements.
C. Signed and sealed letter from a professional engineer listed and certifying that completed
improvements are built according to plan.
Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required.
Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or
"generally in accord". Improvements were either built to plan, or they were not As -built moasuremen[ s,
construction inspections, and other field verifications should be cited and included. Tolerances should be
noted. The items not built according to plan must be fisted, with explanations. Deviation in pavement
materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added,
this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of
pipes in grades, this should be verified by revised computations and attached to the letter. If there are
outstanding items in omissions, these should be listed. Graphics are helpful. In short, please provide mine
than a statement of opinion or assurance. Please demonstrate that the improvements and construction have
been inspected, investigated and documented, and are certified in detail, and county staff will not be in the
position of discovering discrepancies and deficiencies in the field.
D. Completed Certificate of Completion
This form must be received for release of a bond. It is available on the county website. In the case of
reductions, a letter listing the outstanding items that need to be completed before signing the certification is
acceptable. It must be signed by the owner. This form says all subdivision improvements have been
completed. It also says that all construction conforms to approved plans and any discrepancies have been
approved by the County.
Albemarle County
Public Road Acceptance Procedure
The processing, inspection and acceptance of public roads is administered solely by VDOT. The
County is not involved in this process until the road is ready for acceptance.
County bond releases (or partial releases) will be considered on public roads for all portions approved
by VDOT. The following items are required to be submitted for bond releases to be considered:
1. Bond Inspection Request and fee
A form and fee are required for each bond, such as for a project with multiple phases and bonds.
2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements,
and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's
office.
An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required VDOT does not
always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the
road, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-
way and easements.
3. Written documentation of acceptance from VDOT for the entire roadway or for completed items.
Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of
Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about
six weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road
additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior
to this, some correspondence from VDOT for items inspected and approved is necessary. This is usually in the fort
of letters approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is
sought. A final punchlist inspection report from VDOT can be used for a partial bond release, but only if
outstanding items are not too broad. If the punchlist is not official, and only a courtesy review, it carries much less
weight. In any cue, if there are problems meeting the eligibility or occupancy minimums, and it is not (mown how
long improvements may sit, or need replacement, partial releases may not be possible.
4. Signed and sealed letter from a professional engineer listing and certifying that completed
improvements are built according to plan.
Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required Please do or
use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord".
Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and
other field verifications should be cited and included. Tolerances should be noted. The items not built according to
plan most be listed, with explanations. Deviation in pavement materials and thicknesses most be listed. If street
trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or
deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and
attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In
short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and
construction have been inspected, investigated and documented, and are certified in detail, and county staff will not
be in the position of discovering discrepancies and deficiencies in the field.
5. Certificate of Completion
This form must be received for release of a bond. It is available on the county website. In the case of reductions, a
letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must
be signed by the owner. This form says all subdivision improvements have been completed. It also says that all
construction conforms to approved plans and any discrepancies have been approved by the County. This means the
as -built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be
documented in acceptance correspondence or punchlists.
1 Nov 2011
MCOUNTY OF ALBEMARLE
Department of Community Development
JEREMY E�P>
Lic. No. 60786
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Construction Record Drawings (As -built) for VSMP
•
The following is a list of information required on construction record drawings for
stor nwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the
•
construction record drawing be prepared by someone other than the designer. Please do not
•
provide design drawings as construction record drawings.
•
A. A signed and dated professional seal of the preparing engineer or surveyor.
• •
B. The name and address of the firm and individual preparing the drawings on the title sheet.
C. The constructed location of all items associated with each facility, and the inspection records to verify
proper dimensions, materials and installation. The items include, but are not limited to the following:
•
1. Inspection Records and photographs for pipe trenches and bedding, including underdrains.
2. Video Pipe Inspection for any pipes which are not accessible or viewable.
3. Updated Location with geo-coordinates of all facilities.
4. Verged Drainage Area maps for the drainage area treated, and for drainage to the facilities.
5. Current physical and topographic survey for all earthen structures. Ponds should include a survey
of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required
for alterations from the design.
6. Plants, location and type.
7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures -Display the
installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s),
inlet and outlet protection, alignment and invert elevations compared to design.
8. Computations: For significant deviations from design, provide sealed computations verifying that
the as -built condition is equivalent or better than design.
9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical
sections and linings.
10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage
must be within platted easements. Provide copies of recorded documents.
11. Guardrail, fences or other safety provisions - Display the constructed location of all safety
provisions; fences, guardrail, including the type, length and applied end treatments, compared to
design.
12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to
material types and depths. Include inspection reports, boring or test pit reports and materials
certifications. Biofilter media must be an approved state mix.
13. Access roads -show location of access roads, surface treatment, drainage, etc, as applicable.
14. Compaction reports are required to verify fill compaction in dams.
15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning.
Albemarle County Engineering
Final Plan General Notes
Page 1 of 4
ALBEMARLE COUNTY
FINAL PLAN GENERAL NOTES
General Construction Notes
1. Prior to any construction within any existing public right-of-way, including connection to
any existing road, a permit shall be obtained from the Virginia Department of
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of
the permit. Where any discrepancies occur the requirements of the permit shall govern.
2. All materials and construction methods shall conform to current specifications and
standards of VDOT unless otherwise noted.
3. Erosion and siltation control measures shall be provided in accordance with the approved
erosion control plan and shall be installed prior to any clearing, grading or other
construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable,
lesser slopes of 3:1 or better are to be achieved.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the
County Engineer, or designee, it is deemed necessary in order to stabilize a drainage
channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic
Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
9. All excavation for underground pipe installation must comply with OSHA Standards for
the Construction Industry (29 CFR Part 1926).
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DRAWN BY
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JOB NO.
SHEET NO.
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1.
2.
3.
4.
5.
6.
7.
8.
9.
,�1111 M
Charlottesville Residency
SUBDIVISION AND SITE CONSTRUCTION PLAN
GENERAL NOTES
All materials and construction within the public right of way shall be in accordance with the latest edition of the
Virginia Department of Transportation's Road and Bridge Specifications, Road and Bridge Standards and
Virginia Work Area Protection Manual.
Land Use Permits (LUP) shall be obtained from the Virginia Department of Transportation prior to beginning any
construction within the existing state maintained right-of-way (including access).
VDOT requires notification 48 hours prior to commencing with initial construction activities. Please contact the
appropriate permit office in which your proposed activities are to occur.
Approval of a detailed construction sequencing and maintenance of traffic plan for the work zone is a prerequisite
for issuance of a Land Use Permit. The plan shall accommodate access to and construction within VDOT
maintained right-of-way.
Work Zones - Requests for the implementation of temporary lane and shoulder closures on Interstate, Limited
Access Primary Routes, and high volume secondary routes must be entered into the VDOT Lane Closure
Advisory Management System (LCAMS) by 12:00 pm on Thursday the week before the work is to take place for
approval. Contact the Work Zone Coordinator at 540-717-4121 for questions and assistance. All lane/shoulder
closures requiring LCAMS approval shall be entered into VA Traffic. Lane/Shoulder closures on primary and
major secondary routes must also be entered in VA Traffic. Major secondary routes are defined as those listed in
the Richmond District Recommended Work Hours document. Just prior to the first cone going down, users must
contact the TOC at 540-332-9500 to activate the work zone and when the last cone has been picked up to
deactivate the work zone.
Permittee must notify Virginia Department of Transportation TOC when there is a crash in a work zone at 540-
332-9500
Prior to any construction, the contractor shall consult the developer's engineering consultant and verify the
approval of the plans by all applicable federal, state and local agencies.
Contractor shall verify location and elevation of all underground utilities shown on plans in areas of construction
prior to starting work. Contact the developer's engineering consultant immediately if location or elevation is
different from that shown on plan. If there appears to be a conflict, or upon discovery of any utility not shown on
this plan, call "Miss Utility" at 811. The developer shall be responsible for the relocation of any utility within
existing and proposed right of way required by the development.
The permittee or their agent must contact the VDOT Customer Service Center at 1-800-367-7623 a minimum of
48 hours prior to initiating any planned excavation within 1,000 feet of a signalized intersection and/or near
VDOT ITS infrastructure. Excavation may proceed only after the VDOT regional utility location agent has
notified the permittee that the utility marking has been completed. Additional information can be found at:
htty://www.virginiadot.ore/business/resourcesARYI/TE-383_Request For Marking _VDOT _Utility Location.pdf
"Miss Utility" does not locate VDOT utilities.
The contractor shall verify the elevations of all points of connection of proposed work to existing curbs, sanitary
lines, water lines, etc., prior to construction.
Design changes, specified materials changes and field changes from the approved plans shall be re -submitted to
VDOT for approval prior to proceeding with the work. A letter of explanation shall accompany the proposed
revision along with drainage calculations when appropriate.
VDOT approval of construction plans does not preclude the right to require additional facilities as deemed
necessary for acceptance of the roads into the VDOT Secondary Road System based on field conditions or
unapproved plan changes.
VDOT approval of these plans will expire five (5) years from the date of approval for site plans and subdivision
plans if construction has not started.
1 of 3
Revision Date: March 3, 2023
14. Preliminary design of the pavement structure for all subdivision streets shall be in accordance with the current
edition of The Pavement Design Guide for Subdivision and Secondary Roads in Virginia. The completed design
worksheet appendix IV shall be included with the initial plan submittal for each proposed pavement section
utilizing the predicted soil support value shown in Appendix I of The Pavement Design Guide or as reported in a
geotechnical analysis of the on -site soils.
15. A copy of the complete CBR report shall be submitted to VDOT in conjunction with final pavement designs. All
pavement design recommendations shall be performed in accordance with the current edition of Pavement Design
Guide for Subdivision and Secondary Roads in Virginia.
16. All vegetation and organic material shall be removed from the right of way limits prior to conditioning of the
subgrade.
17. Upon discovery of soils that are unsuitable for foundations, subgrades, or other roadway construction purposes,
the developer or his designee, which may be the contractor, shall immediately engage a geotechnical engineer and
notify VDOT. These areas shall be excavated below plan grade as directed by the geotechnical engineer,
backfilled with suitable material and compacted in accordance with current VDOT specifications.
18. The necessity and locations for additional VDOT standard underdrains shall be determined at time of subgrade
inspection. Video inspection of accessible outlet locations, mainline longitudinal connections, and longitudinal
pipe for all pavement underdrains, cross drains, edgedrains and prefabricated geocomposite panel drains shall be
conducted in accordance with Section 501 of the Road and Bridge Specifications and Virginia Test Method 108 -
Post Installation Inspection of Underdrains, Crossdrains, and Edgedrains.
19. VDOT shall have performed the required field inspection (proof roll) prior to placement of the aggregate base
course(s). Contact VDOT for subgrade inspection 48 hours prior to scheduling placement of aggregate base
course(s).
20. The scheduling of aggregate base installation and subsequent paving activities shall accommodate forecasted
weather conditions per Section 315 of The Road and Bridge Specifications.
21. VDOT shall have approved the aggregate base course(s) for depth, template and performed the required field
inspection (proof roll) prior to placement of any asphalt concrete surface course(s). Contact VDOT for inspection
of the aggregate base course(s) 48 hours prior to application of the surface course(s).
22. A licensed geotechnical engineer or his designee shall ascertain cause and certify recommended method of repair
for all pavement structural failures prior to state acceptance.
23. VDOT shall be provided documentation by a licensed geotechnical engineer, certifying that all in -place
pavements meet or exceed the approved pavement design thickness prior to state acceptance of the street. Cores
are to be obtained verifying pavement thickness unless otherwise directed by VDOT. The Permit Inspector shall
be contacted 24 hours prior to the core samples being taken.
24. All storm sewer design and construction shall be in accordance with latest VDOT Drainage Manual, Road and
Bridge Standards, and IlMs.
25. All pre -cast units shall be VDOT approved. Certification and VDOT stamp is required on all units.
26. All concrete shall be class A3-AE (air entrained 3,000 PSI) unless otherwise specified.
27. All roadside ditches shown as paved on plans are to be paved in accordance with the standard typical section as
shown on the plans. Any additional paving of the ditches, other than those shown on the road plans will be
determined prior to acceptance of the roads into the VDOT secondary road system.
28. Road & Bridge Specifications Section 302, Drainage Structures addresses post installation visual/video camera
inspection of storm sewer pipes and pipe culverts. Inspection frequency shall be in accordance with the
specifications and/or as necessitated by the Engineer. Video inspection shall be conducted in accordance with
Virginia Test Method (VT4 123, Post Installation Inspection of Buried Storm Sewer Pipe and Pipe Culverts.
29. A construction entrance shall be installed on each individual lot prior to any lot grading or home construction
activities and shall be adequately maintained until all construction traffic areas within the lot have been stabilized.
30. All entrances shall be designed and constructed in accordance with current VDOT standards. Residential lot
access shall be provided per the following criteria:
2 of 3
Revision Date: March 3, 2023
REFER TO ARROW FOR
DIRECTION OF R7-1 SIGNS
ROAD SIGN SYMBOL IN PLAN
VIEW, SEE SHEET C4.0 FOR
LOCATIONS
• All driveway entrances and entrance culverts shall conform to PE-1 private entrance standards unless
otherwise approved by VDOT. No entrance culverts are to be installed within five (5) feet of a property
corner.
• VDOT standard CG-9D entrances shall be used when an entrance is required in curb and gutter
neighborhoods unless otherwise approved by VDOT.
31. Dry gutter is not allowed in VDOT right of way except as shown on VDOT's entrance standard details.
32. The developer shall furnish and install stop signs and stop bars at street intersections and all regulatory signage
per the Manual of Uniform Traffic Control Devices. All signs must be installed on VDOT standard STP-1 sign
posts.
33. Installation, maintenance and operation of street lighting shall be provided by and at the sole expense of others.
VDOT will allow lighting within the right of way by Land Use Permit (LUP) only. Lighting on curb sections
shall be placed behind the curb and preferably behind the sidewalk. For shoulder sections, the pole shall be
placed a minimum of 10' from edge of pavement and behind the ditch line. All lighting proposed within the right
of way must be designed in accordance with the AASHTO guide for Roadway Lighting and shall meet the current
Illuminating Engineering Society of North America (IESNA) Standards.
34. Traffic signals require an individual Land Use Permit. The applicant shall be responsible for the design costs of
any traffic signal installation or modification of existing signals. Design plans must be prepared and submitted to
VDOT by a licensed professional engineer for review and approval. This includes the foundation design and any
equipment associated with the completed traffic signal. All equipment must be approved by VDOT. Shop
drawings must be submitted for review and approval prior to fabricating any signal structural components.
35. Soil stabilization is required within 7 days for all areas where clearing, grading, excavation or other land
disturbing activities have permanently ceased or where land disturbance activities have been temporarily
suspended for an anticipated duration of greater than 7 days, or upon completion of grading operations for a
specified area. Soil stabilization shall begin as soon as practicable, but not later than the seven days following the
day when land disturbing activities temporarily or permanently ceased.
36. No structure shall be constructed on state maintained right of ways, or on right of ways intended to be maintained
by VDOT unless said structures are shown on construction plans approved by VDOT or such structures are
covered by a VDOT LUP (or by a letter of intent from the Resident Administrator/Resident Engineer to issue said
permit at the time of state acceptance).
R1-1
NO
PARKING
ANY
TIME
F�
R7-1
SPEED
LIMIT
50
R2-1
2M
3 of 3
NO
PARKING
FIRE
LANE
"NO PARKING FIRE
LANE" SIGNS TO BE
12" WIDE x 18" TALL
RED LETTERS ON
WHITE REFLECTIVE
BACKGROUND
PROPOSED REGULATORY
SIGNAGE
MUTCD SIGN OR PLAQUE
MUTCD DESIGNATION
STOP
R1-1
SPEED LIMIT (25 MPH)
R2-1
NO PARKING ANYTIME
R7-1
NO STANDING ANYTIME
R8-3
."ALL PROPOSED SIGNS AND PLAQUES SHALL ADHERE TO THE LATEST VERSION OF THE VDOT MUTCD"
Revision Date: March 3, 2023
JEREMY E�P>
Lic. No. 60786
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JOB NO.
SHEET NO.
C 1. 1
SOMERTREES AVENUE CROSS SECTIO
(25 MPH DESIGN SPEED)
I
C/L
CG-6 22' Cl
(PAVEMENT WIDTH)
2.5] f 2% 1 2%-- 251111 t ,
1
6" 21A 11' TRAVEL LANE'
J
HEAVY DUTY ASPHALT
COMPACTED SUBGRADE
40' RIGHT OF WAN
6'
(PLANTING STRIP)
5'
SIDEWALK
1
NOTE: ROAD CROSS SECTION COMPLIES WITH
ALBEMARLE COUNTY DESIGN STANDARDS.
SOMERTREES AVENUE CROSS SECTION (40' PRIVATE STREET RIGHT -OF -WA
No Scale
ORION LANE CROSS SECTION
(25 MPH DESIGN SPEED)
C/L
28'
(PAVEMENT WIDTH)
Cl CG-6
2. i f 2% 2%, [.5
1' 6
5' (PLANTING STRIP) HEAVY DUTY ASPHALT
6" 21A 6' 5'
SIDEWALK (PLANTING STRIP) SIDEWALK
COMPACTED SUBGRADE
57' RIGHT OF WAY
AGGREGATE SHALL EXTEND
NOTE: ROAD CROSS SECTION COMPLIES WITH V BEYOND THE BACK OF CURB (TYP.)
ALBEMARLE COUNTY DESIGN STANDARDS.
ORION LANE CROSS SECTION (57' PUBLIC RIGHT-OF-WAY)
No Scale
TOMBLAND & ENSIGN STREET CROSS SECTION
(25 MPH DESIGN SPEED)
I
C/L
CG-6 1 I CG-6
_2 5(PAVEMENT WIDTH) [25'_I--
, 2% 2%,
COMPACTED SUBGRADE `HEAVY DUTY ASPHALT 1'
6" 21A
RIGHT OF WAY
NOTE: ROAD CROSS SECTION COMPLIES WITH
ALBEMARLE COUNTY DESIGN STANDARDS.
TOMBLAND AND ENSIGN STREET CROSS SECTION (231 PRIVATE ALLEY RIGHT-OF-WAY
No Scale
VDOT DETAILS LEGEND
STANDARD
TITLE
PAGE
DI-3A, 3B,
3C
STANDARD CURB DROP INLET i TO 30" PIPE: MAXIMUM DEPTH (H) = 8')
104.09
DIMENSIONS, NOTES, AND QUANTITIES
104.10
MH-1
MANHOLE FOR 12" TO 48" PIPE CULVERT
106.01
STANDARD MANHOLE FRAME AND COVER
106.02
STANDARD MANHOLE FRAME AND COVER
106.04
SLA
TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, MANHOLES AND JUNCTION BOXES
106.14
PB-1
INSTALL. OF PIPE CULVERTS AND STORM SEWERS CIR. PIPE BEDDING AND BACKFILL -
METHOD "A"
107.01
UD-2
STANDARD UNDERDRAIN FOR USE WITH RAISED GRASS MEDIAN STRIPS
108.02
CD-1
STANDARD COMBINATION UNDERDRAIN (AT LOWER END OF CUTS)
108.04
IS-1
STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS
106.08
Cl
COMBINATION 6" CURB AND GUTTER
201.03
CG-9B
STANDARD ENTRANCE GUTTER
203.02
CG-12
CG-12 DETECTABLE WARNING SURFACE (GENERAL NOTES)
204.01
CG-12 DETECTABLE WARNING SURFACE (TYPE A, PERPENDICULAR APPLICATION)
204.02
CG-12 DETECTABLE WARNING SURFACE (TYPE B, PARALLEL APPLICATION)
204.03
CG-12 DETECTABLE WARNING SURFACE (TYPE C, PARALLEL & PERPENDICULAR
APPLICATION)
204.04
WP-2
ASPHALT PAVEMENT WIDENING
303.02
IGN
SIGN AND POST DETAIL
No Scale
TRIP GENERATION
BLOCK 26
Townhouse Development
Site -Trio Generation Analysis -Peak Hour of Adiacent Street
STD. U POST
GALVANIZED
TO BE
Buildout Land Use
AM Peak Hour
PM Peak Hour Average
Land use Size Units Code
In Out Total
In Out Total Daily Trips
Propposed Develeopment
Townhomes 44 D.0 215
5 12 17
13 9 22 285
Total Propsed Development Trips
5 12 17
13 9 22 285
Note: Based on the Institute of Transportatin of Engineers Trip Generation, 11th Edition. Assume General Urban/Suburban land use category
)SUBDIVISION 12LDTRAILBLOCK 26
STREET NAME VARIABLE (ALL PROPOSED STREETS)
DESIGN ENGINEER
ITIMMONSGROUP
CERTIFYING ENGINEER
STEP 1: DETERMINE DESIGN AADT
DESIGN AADT FOR
STREET SEGMENT
285
NOTE: IF AADT550, USE MINIMUM DR VALUE OF 6.4
STEP 2: DETERMINE DESIGN VALUES CBR, RF, & SSV
SAMPLE NO.
CBRT (SOAKED)
CBRD
RF (APPENDIX 1)
SSV (CBRD*RF)
1
7.5
2
3
4
5
AVG. CBRT
7.5
5.0
1.0
5.0
NOTE: TESTING REQUIREMENTS & RESULTS PROVIDED BY F&R
STEP 3: PAVEMENT DESIGN
THICKNESS INDEX REQUIRED FOR
STREET SEGMENT (API ENDIX II)
DR
10.1
Di 3.481 (AADT)-1.48Ln (SSV) -7.23
DR MIN
6.4
DESCRIPTION OF AS -BUILT PAVEMENT SECTION
MATERIAL NOTATION
THICKNESS, (h)
a
(a x h)
SURFACE
SM9.5
1.5
2.25
3.4
BASE
IM19.0
3
2.25
6.8
SUBBASE
21A
6
0.6
3.6
DP MUST EQUAL OR EXCEED DR VALUE
DP
13.7
DP
DR
PAVEMENT SECTION IS ADEQUATE
13.7
2
10.1
NOTE: IT IS THE
CONTRACTOR'S
RESPONSIBILITY TO
REFERENCE CURRENT
DETAILS IN THE VDOT
ROAD & BRIDGE
STANDARDS.
ulmll f 1,111111 rs■
IMI�I 11 1 1
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
■ ■l
Nil illillill
COMPACTED SUBGRADE
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
NOTE: PROPOSED
PAVEMENT MUST TIE
IN WITH EXISTING
PAVEMENT
EXISTING PAVEMENTI PROPOSED PAVEM
F
a SAWCUT THROUGH a
U EX. SURFACE W
COURSE x
ud & REMOVE ILL]
PAVEMENT
\2' MIN.
2" +
EXISTING
PAVEMENT
MILL EX. SURFACE COURSE
SAWCUT EX. EDGE OF PAVEMENT
MATCH EX. CROSS
SLOPE UNLESS OTHERWISE
SPECIFIED ON PLANS
PROPOSED
SURFACE
COURSE
BASE COURSE
AGGR.000RSE
PAVEMENT REPLACEMENT JOINT DETAIL
No Scale
Face of Curb Invert Une
61
I' r12,
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Z
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R-1.25' - - - - -
��,,r//QN'S Opn(Yt Mp OB�a vi y
Bannn a��ee]� M�mam Opprn
�iiic/es°is ap/narmd.
r - T 2'
FIGURE 5 - CURB AND GUTTER DETAILS'
The following notes apply to CG-6, Cland Rolltop curb:
1. Curb and gutter may be precast of Class A4 hydraulic cement concrete or cast in
place using Class A3 hydraulic cement concrete.
2. When used with stabilized, open -graded drainage layers, the bottom of the curb
and gutter shall be constructed parallel to the slope of the sub -base courses and
to the depth of the pavement but not less than the thickness shown.
s u
oyI
o E
SIGNAGE NOTES:
1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH
THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY
REVISION THERE TO:
A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE
SPECIFICATIONS.
D. THE 2000 INTERNATIONAL FIRE CODE.
2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE
FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER
CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN
NOTE 1 ABOVE.
3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND
INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND
INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR.
SOLID WHITE LINE 24"
S TOP (TYP,
12
STD. (VARIES)
R1-1
NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL
lm
HIGH INTENSITY SHEETING NO SCALE
SOLID WHITE LINE
6'
6'
2 � 2'
(TYP.)
STRIPING AND SIGNAGE DETAIL
NON -SLIP BROOM FINISH
VARIABLE WIDTH'
MAX. CROSS SLOPE 2%
COMPACTED SUBGRADE
4" 3,000 PSI AIR -ENTRAINED
CONCRETE
4" TYPE 21A STONE COVER
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
a:
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
R= t/4"
CONTROL JOINT SPACED
COMPACTED SUBGRADE
4" 21-B STONE
CONCRETE SIDEWALK JOINT DETAIL
No Scale
W Sape break for
dronoge, if reg'd.
LL R- 2 Feet e
U
< Bock of Curb
n � r
a 1 1 I
I I I
- Constr. .'sryt
Joint
S
Mairine Edge of Pavement
Driveway Entrance Warp Transition Roll lop curb
lie Ie_ Sell
Part Plan at Entrance Transition
FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL
It"i Return
Worp aelb profile to mote'
!'d.uy entrance apron a ede
dMn a lest III Bide of apron
aDov krI line.
Drinel Entrant• oll for R oV Curb
Part Section A
FIGURE 8 - ROLLTOP CURB ENTRANCE DETAIL SECTION
yN ,n OF
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JEREMY L. FOX a
Lic. No. 60786
05/ 02/ 2024 .wLt
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DATE
0510212024
DRAWN BY
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DESIGNED BY
L. ODAY
CHECKED BY
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JUNCTION BOXES, TRANSFORMER PADS PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY.
VARIES
zI I WATER SEWER W;
3 e
LOCATION OF OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE,
EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM
WATER & SEWER 30' MINIMUM
w SEE PART 3, PARAGRAPH DI SEPARATION ON WATER & SEWER SYSTEMS,
UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT
90• TO THE RIGHT OF WAY.
UTILITY LOCATIONS & EASEMENT WIDTHS
NITS
FIG. W-1
TD-t
ASM 0J6 AND NEX NUT
ASM MBB DYI>)
UNDISTURBED MIT UNDISTURBED
2 - 3/4^ DIA SOIL DYP)
ALL -THREAD RDD;
WA ER MAIN
vMVE
PJAN
CU4S A-3 CONCRETE
SECTOR
NOTE:
1. ALL RODS AND FASTENERS SHAl1 BE WEN TONG COATS OF /SPHMTC PAINT AFTER ASSWSIY.
2. COMRALIOR SHLLL ENSURE THAT THE Ca11M BEARS AGMNW UNDISTURBED SOIL FOR THE MINIMUM
DIMENSION SHOWN.
3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ME ABSOLIHE MINIMUM. IF THE TRON:H WIDTH IS
IARGER DURING CONSTRUCTION. THE C OMENSIDNS SHUL NCRF ACCOHOINOLY.
CROSS ANCHOR RESTRAINTS FOR VALVES
MIS
Fig. WaC
TD-9
Irn I -
CRIMP AND ROLL END OF COPPER PIPING
T ar MIN.
REMAINING COPPER PIPE TO BE VERTICAL
24" MIN.
SHUT-OFF CORPORATION STOP
TYPICAL SERVICE TAP ABANDONMENT
GOOD FOUNDATION MATERIAL ROCKY FOUNDA11ON MATERIAL
aA4" I a. INITIAL BACKFlLL a?a 19'
MIN MI MIN. MIN,
6" 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
a 1 INITIAL BACKFlLL 4 MI
UNSTABLE a^ a"
SOIL Mw. MW. M1N MIN #68 STONE
' GRANULAR FILL AS i+
� APPROVED BY ACSA
ST C� STABLE SOIL OR ROCK
NOTE :
1.NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES
2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFlLL.
3.THE INITIAL BACKFlLL 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
FINISHED GRADE
IT=rfT-�=-nt�lTr-� =nr=1r 7Lr=
TRENCH REDUCER
2500 Pat. CONCRETE THRUST BLOCK
- - - - - - - - - - - - - - - - - III!----------------
UNDISTURBED SOIL e' t �, MN
PROFILE VIEW}
UNDISTURBED SOIL - EDGE •• 2C MN
- - - OF TRENCH .
----------- +-----{
di REDUCER B' MN
4
2500 P.S.I. CONCRETE THRUST BLOC * IT MN
'-------------- - --a -}-----------
UNDISTURBED SOIL - EDGE
OF TRENCH •'j ' 24° MN
11
NOTES MEW
EW
NOT TO SCALE
• NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL DINT. 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 REWIRED IN TRENCH.
• THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF
ALL THRUST BLOCKS.
TYPICAL REDUCER THRUST BLOCK
TUTS
FIG. W-3D
N-7
COVER LIFT NOTCH
14 1/2"
12 1/2" 12 3/8"
WATER
CAST IRON LID
18" METER BOX
ry, ry
18"
6' EXTENSION
6" I
PIPE SLOT
(2 PLACES)
NOTES:
(1) A 1-3/4° DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
TYPICAL METER BOXES
(3/4"-1" METERS)
NITS
FIG. W-7
TD-13
fa
e
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL
SIZE
OF
FEET)
W.M.
(FEET)CLING.
BEND
L
H
T
L
H
T
90
250
250
101
0.24
4' & 6"
'u
221/2
200
1.50
2.25
2.00
2.60
2.52
0.15
0.10
LOU
2.25
2.90
0.15
11 1/4
1.50
ZOO
2.50
0.10
90
3.65
116
&21
0.48
8"
45
22 1/2
266
1.66
2.66
7.15
2.77
2.69
0.28
0.13
3.16
2.91
266
0.32
111/4
1.66
2.16
2.67
0.13
90
4.83
183
3.42
OA3
10' & 12"
u
"'
155
2.95
0.43
3.03
4.00
2.800.52
22 1/2
2.W
258
2_86
0.24
111/4
1.83
233
2.84
0.18
I. THRUST BLOCKS ARE REWIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT VALVES.
L USE 25M P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
C THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF
ALL THRUST BLOCKS.
CONCRETE THRUST BLOCKS
NTS
FIG. W-3
NOTE: HYDRANT MUST BE
EOUIPPEO WITH CHARLOTTES-
VILLE THREADS WHICH IS
QTHE LOCAL STANDARD.
LENGTH OF BRANCH VAPoES
a' MIN 7 iD 10'
(270)
CU. F1s'-22' ALVE FT.
a6B STONE
42"MIN It" GATE
VALVE
J1I_ '•'I'J WE% B•
BLOC P.SI. CONCRETE y
BASE AND THRUST
BLOC( AGAINST '
SOIL UNDISTURBED
RBEO STABLE
SOIL STEEL FILL
WHEN THE SOIL IS DISTURBED OR WHEN
RESTRAINED JOINT FITTINGS
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 1/2' MIN. COVER FROM THE MAW TO THE FIRE HYDRANT
( INCLUDING DITCHES )
1 FINISHED GRADE SHALL SLOPE AWAY FRO
M THE FIRE HYDRANT AND
VALVE BOK
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS E NOT ANTSALLOWEDIN THE INSTALLED
S. FIRE HYDRANTS MO SHALL BE INSTALLED OU LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER
REQUIRED RE IN WET AREAS, THE WEEP HOLES SHAM E If
SHALL
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
NTAL
FNi. W-4
TD-8
METER SIZ
➢IMENSBN
DIMENSION
BIMFNSION
A
B
C
1 V2'
3'L'
1 110'
318'
2'
3'
3
5' MIN
4'
5' MIN
1 12' MIN.
TREATER
THAN 4'
PROPOSALS WILL BE SUBMITTED.
B
SIDE VIEW
4M- DIAMETER DRILLED
� SFOR TOUCH READ
TOP VIEW
3' DIAMETER FLAT
UNADEXNEAAU FACE
24' X 36'
ALUMTNIIM ACCESS
HATCH
TYPICAL METER VAULT
N.T.S.
FIG. W-7A
TD-14
- FOR BENDS 8" & SMALLER
USE STRAP ON RENO WITH
ANCHOR BOLT ON CENTER LINE
OF BEND.
- FOR BENDS 10" THROUGH 12"
USE 2 STRAPS ON BENDS
ADJACENT TO BELLS.
- FOR 18' BEND USE 3 STRAPS
AS SHOWN.
ELEVATION
PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT,
BFNO
SIZE
A
B
1 C
I D
I E
F
4' - 61
V-
Y-]
Y-6.
1'-2
Y
1 1/4
a'
12'
J'-
2'-8'
1'-
Yi'
f t 0
11 1/4'
Iz•
s-o
o-r
a-o
r-r
]•-a•
r
-8`
3'-3
3'-0'
4'-
2 1
4. 6
2
1/S'
Y-a
3'-
Y
ts•
s•-D
r-
r-Y
r-
W-s
2 I
4' -
3'-D•
-
S-D'
S-J
s'-3
2 1 4
r
]'-e'
W8'-6
S-o'
3'--r
3'-4Y
21 {
40'
1C
4'-
>'-OS-o'r-r
S-
214
tY
5'-]
IY-
]•-3'
s'-
e'
z 1/T
3" THREAD
B
DIM. -F-
ESS O^
If.
6-611•-o31RDSk_I CLASS'S'
I.A CONCRETEt,1
CHART FOR UPPER SECTION
VERTICAL BLOCKING N41EE STANDARD 90' HOOK ON END OF ANCHOR
BOLTS TO FACE CENTER OF BLOCKS.
CONCRETE BLOCKING FOR
UPPER VERTICAL BENDS
N.T.S.
FIG. W-3A
TD-4
PLACE 5' GALVANIZED WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
TO HIGHWAY DEPARTMENT APPROVAL
HED FINISGRADE
A➢JUSTABLE TRAFFIC RATED
II VALVE BOX W/ LID
u
u I --I
--- - M.J. GATE VALVE
WATER LINE
J..
2500 P.S.I.
CONCRETE '•g + 2'x 2' BEARING AREA
THRUST BLOCK
.4
A <
A
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE
TYPICAL GATE VALVE
NTS
BIG. W-5
TD-9
•, y O ® H' MIN.
4'
f 38"
d a e
b
Dar
MIN.
- - 17.5'-�
.i T}II Sr WN.
fY YIX. T LOfIONG ABSFAIBLY
L-i1
BYPASS
NOTES:
1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4".
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL METER VAULT (1 1/2" METER)
NTS
FIG. W-78
TD-15
Top View
+
6" MINIMUM
'
4' p
ed
+, M
4" MINIMUM
A..
4<
A
A
NOTE: RESTRAINED JOINT FITTINGS.
- - ----
Side View
Minimum''
COrtlReetion of SaX
compxson naked
+.
4�
' .1
k .
.
Galvanized Steel Beam,
W12 If 14 (min. size)
.+
3' min. penetration Into undisturbed
'
soil , or as approved by tha
ACSA.
• '
TYPICAL THRUST BLOCK IN FILL AREA
NITS
FIG. W-38
TD-5
1• Cd5ROV ION " 3/r MI FIFE fMF1NG
N APPRo1T➢ EQU&
\
/FOR ATTACIIDI FAMILY
F DIN nAL a OVAL flE90E11nAL
AMS MI , N u
ON SIO ak
AND IRRIGAng1 SFNCES
t•n•n• nE
O
I'
IF- x•
`
DUAL SERVICE
1• CdPrdaa A • 31V W X PPE 00AUNG
OR IiPRGtf➢ Ew.
'
SN'r
wPT W14A
CD
Fdt UM ON OE 83 SN= FAMILY
REgCEN1V1 M. NHEAE AN 4YR1W1XM1
METEfl a NJT %iOMhD.
SINGLE SERVICE
_`AST
so" IA
nNISHM GRADE
1/6 BFIO CQFDXG-
---caRPaNAnoM snn / :t eG �w<F _itlC+y`; .s^t-Isassu+r
SAxO m Dusr woEfl J :kY'''+r�'✓<.
6DX Aro szrtm (z-INa1 fjtrw"ea .-,.�-^"'f''<"'pis � woT s'EEc zax xa v
MIX AN nEIMR (2 .k%J.. `4."�' A(i4REGA2
som
p NO
sxALL eE usm W PYC RTE
z) No kS IN T&_0
3) uwXAls wsY SBA vnIXlx ErUIUMI GR PROPOSED. D, w0r
RNM-C£-WAY SHALL aE IXSTILID IX A bIXW OR XDPE Ce11 C4914E PIE£
TYPICAL SERVICE LATERAL INSTALLATION
(3/4" & 1" METERS)
NTS
FIG. W-6A
4" DIAMETER BRANCH
AND VALVES -
WATER
TD-10
MAINS `RESTRAINED JOINT FITTINGS
ON-LINE
(TYPE "B")
PLUG
•^""'
THREADED COUPLING
PVC SLEEVE
BRASS NIPPLE AND PVC
o
CAP
j
LUBRICATE ALL THREADS
THRUST BLOCK
METER BOX (SEE FIG. W-7)
VALVE
NO. 57 STONE
M.J. FITTING
2" PIPE SLOPED
TO DRAIN IF
-
GRADE ALLOWS
VARIES VARIES
2" BRASS PIPE
WATER MAIN AND VALVE 2" THREADED TAP
ARE SAME SIZE PLUG
DEAD END
(TYPE "A-)
TYPICAL BLOW -OFF
ASSEMBLY
NTS
FIG W-8
_ �Hi3n
JEREMY E�P>
Lic. No. 60786
05/ 0212024 ,eri
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0510212024
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} DRAWN BY
J. FOX
• DESIGNED BY
• L.ODAY
• CHECKED BY
• J. FOX
SCALE
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FINISHED GRADE
AIR RELEASE VALVE 'n
. AT OUT SCREEN
BRASS PIPE VAALVE BALL
DRAIN TO GRADE
lF POSSIBL3111 E
"
BRICK SUPPORTS OR
SOLID CEMENT BLOCKS
UrC!USHEDTONE
TYPE "K" SOFT
COPPER OR BRASS
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.
2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER
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 $O THE WATER LINE DOES NOT SUPPORT
THE MANHOLE CONE,
4) THE ACSA WILL DETERMINE IF A TYPICAL 5/8-INCH METER BOX CAN BE USED IN LIEU
OF MANHOLE CONE UPON REQUEST.
AIR RELEASE VALVE (ARV)
NTS
FIG. W-9
TD-20
FRAME & COVER
(SEE FIG. S-I-D,E)
SLOPED AREA 1
STREET SURFACE OR
NON -PAVED AREA
MAX
RUBBER COATED STEEL 3'-0' MIN
STEPS CAST IN PLACE
PRECAST REINFORCED
CONCRETE SECTIONS 12 MIN
O" RING SEALS • 16" MAX
MINIMUM ELEVATION T
DIFFERENCE ACROSS M.H. 5" 4'-0'
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
DEPTH OF FLOW CONCRETE VARIES
CHANNEL I BE 1FILLETS
3/4 DIAMETER OF
CONTRIBUTING ----
SEWER.' .
A FILLETINVERT OR A SM00 ''•a'+ 12
ED
TRANSITION OF FLOW BETWEEN
INLET Sc OUTLET PIPE SHALL BE
PROVIDED. MIN. 6" BEDDING
NOTE : W/ NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED Sc GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE SECTION
SHOWING BRANCH TIE-IN
N.T.S
FIG. S-I-A
TD-25
a V E
.A Lig 0
a �
^rya EE
O
o
$ $ F
$ E b W
yyE iii m
uN� ,$ffi
O 0 i
TYPICAL MANHOLE FRAME &COVER
N.T.S
FIG SFD
TD-31
12"
NEEL3000 PSI CONC. BASE
NCH SLOPED TO FLOW
ANNEL 1/4" : 1' MIN
VW ��BRANCH
1 T
i \
2"
FLEXIBLE CONNECTION J NOTE:
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
w BE CORED AND A FLEXIBLE
CONNECTION " BOOT "
INSTALLED
O
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - IN
NTS
FIG. S-I-B
TD-27
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 SERMCE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% � 1
(1/4" PER FOOT )
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4". 2' MIN
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
SALT
TREATED
FINISHED GROUND 2 z 4
MARKER
PLUG END OFLj
MAIN LINE SECTION SERVICE LATERAL
45'0'0"
IN LINE WYE-TEE
PLAN
VARIES
R
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD-33
R E ROADWAY R
I
0 0
c PAVEMENT m
COATED ST BARD OR STAINLESS 42' MIN.
0.5' MIN. THICKNESS
42' MIN. STEEL CASNG INSULATORS
STEEL CASING I I 12' CONCRETE FILL
yH-If BOTH ENDS
f
22'-0' 1 7' OR S' 1 T OR 8' 1 2'-0'1 2'-0'
E IRON PIPE 18' OR 20' JOINT OF D.I.
ESTRAINED JOINTS) i
NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH. SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF
PAVEMENT, WHICHEVER IS GREATER.
2. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL.
3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT.
WATER
TYPICAL STEEL SLEEVE INSTALLATION
UNDER ROADWAYS
N.T.S
FIG. W-10
FRAME & COVER
FIG. S-1-D. E
STREET SURFACE OR
NON -PAVED AREA
SLOPED AREA
"..
i'-O" MAX 2 _0" RUBBER PLACED STEEL STEPS
CAST IN PLACE
PRECAST REINFORCED CONCRETE
SECTIONS WHIN '0" RING BEALS
OR APPROVED EQUAL
3-0 LW e
O THE DROP CONNECTION SHALL BE
® DUCTILE IRON PIPE (CL4S5 501
5' BACKFILLED IN 6• LAYERS AND
COMPACTED BY HAND TAMPERS OR
1� ® BACKFILLED WIN SELF -COMPACTING
18 MAX STONE.
5"� G
12"MIN I 17MIN '• MINIMUM ELEVATON DIFFERENCE
VAR ACROSS M.H. FROM INLET TO
OUTLET SHALL BE 0.20 FEET
" A FILLETED INVERT FOR A SMOOTH
TRANSITION OF FLOW BETWEEN
INLET & OULET PIPE SMALL BE
.p " •®A'i' PROVIDED.
12 O: i
3/4 DIA OF LARGEST
PIPE IN MANHOLE
MIN. S" BEDDING WITH NO. 66 STONE
NOTES:
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDNIONS.
2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SMALL HAVE
EXIENOED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND MT.
4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE
DESIGN ON SEWERS MIN STEEP SLOPES
TYPICAL MANHOLE WITH DROP CONNECTION
NIS
FIG. S-1-C
36"MINI
LARGER THAN 5" IN ANY
DIMENSION
,JI
24 MI
INITIAL BACKFlLL*
8"MIN
(6" LIFTS)
EMBEDMENTJ
* THOROUGHLY COMPACTED
SPRING LINE
BY HAND OR APPROVED
OF PIPE
O
MECHANICAL TAMPER
HAUNCHING
NO. 88 STONE
- -
BEDDING 6" max
4" min
OUNDATION (SHALL BE
NOTE :
1. OPEN 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. 68 STONE'
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
TD-34
Q ROADWAY R
I I I
0 0
y p
PAVEMENT °1
36' MIN.
OR
36' MIN 0.5, MIN. THICKNESS CiEELL SCA9NGLA IH 'IDRST
STEEL CASING 2" CONCRETE FILL
BOTH ENDS
I
I
1 2-0' 1 2-0' T 7' OR S' 1 OR S' 1 2'-0.1 B'-o
DUCTILE IRON PIPE 1 _ 18' OR ED' JOINT DF i 1
(RESTRAINED JOINCS) r "�
NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB. DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF
PAVEMENT, WHICHEVER IS GREATER.
E. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL,
3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE.
SEWER
TYPICAL STEEL SLEEVE INSTALLATION
UNDER ROADWAYS
N.T.S
FIGS-5
SLOPED
FRAME & COVER
SEE FIG. S-1-D, E
P-0" MAX 2-V
3'-0" MIN
1� o
16TMAX
5" T
RUBBER MATED STEEL STEPS
CAST IN PLACE
CONCRETE
A FlTRNG MAY BE REQUIRED
WIN ACSA APPROVAL
7HE OB W CONNECTION SHALL BE
DUCTILE IRON PIPE [CLASS 50)
wBACKFII I ED IN 6' LAYERS ANT
COMPACTED BY HAND TAMPERS OR
SACKFlLLED WITH SELF -COMPACTING
STONE
MINIMUM ELEVATION DIFFERENCE
ACROSS M.H. FROM INLET TO
OUTLET SHALL BE 0.20 FEET
A FILLETED INVERT FOR A SMOOTH
IRANSITION OF FLOW BETWEEN
INLET & OULET PIPE SHALL BE
PROVIDED.
o
FITIING DIMENSION VARIES WITH SLOPE
3/4 DIA OF LARGEST
PIPE IN MANHOLE
MIN. 6' BEDDING WITH NO. 68 STONE
NOTES:
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES
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Lic. No. 60786
05/ 0212024 ,erj
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DRAWN BY
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DESIGNED BY
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CHECKED BY
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LIGHT DUTY ASPHALT
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NOTE: REFER TO CG-913 DETAIL FOR
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BLOCK6A
MARCH MOUNTAIN
PROPERTIES, LLC
JEREMY E�P>
Lic. No. 60786
05/ 0212024 A�rj
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MARCH MOUNTAIN
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Lic. No. 60786
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ACSA SANITARY SEWER EASEMENT
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PRIVATE STORM EASEMENT
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PRIVATE LANDSCAPING EASEMENT
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SIGHT DISTANCE EASEMENT
NOTE: THIS SHEET IS PROVIDED FOR
INFORMATION ONLY TO ENHANCE
CLARITY OF EASEMENT AND
PROPERTY LINES. THIS PLAN IS NOT
INTENDED TO BE A PLAT. SEPARATE
SUBDIVISION AND EASEMENT PLATS
WILL BE SUBMITTED FOR APPROVAL
AT A LATER TIME AND FOR USE IN
RECORDATION.
DRAINAGE EASEMENT CALCULATION
EASEMENT WIDTH = DIAMETER + 2' + 2(HEIGHT - 5') + 10' (20' MIN.)
DIAMETER = 2'
HEIGHT = 9.5' (USED MAX DEPTH)
EASEMENT WIDTH = 2' + 2' + 2(9.5' - 5') + 10'
EASEMENT WIDTH = 23' (CONSISTENT WIDTH THROUGHOUT)
BL OCK 6A
MARCH MOUNTAIN
PROPERTIES, LLC
JEREMY E�P>
Lic. No. 60786
05/ 0212024 ,erj
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- - - / - - - - , \ - - - Lic. No. 60786
8•,I'I'_ o _ _
_ , - \ 686 . / - - - _ - - , STORM STRUCTURE TABLE "dp 05/ 02/ 2024
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1 ✓� + 136 �� SAN 118 SAN a ' / / - - - - - " / ` I , ' 202 685.35 6.23' DI-3B 6 It Throat } DRAWN BY
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STORM PIPE TABLE J. FOX
UPSTREAM DOWNSTREAM • • SCALE
/ 1 PIPE # DIA FROM -TO SLOPE LENGTH DESCRIPTION
�A 42 \LOT: 13 LOf 14 OT: 15 LOT: 16 LOT: 17 OT: 18 INVERT INVERT •
\ �91 SF 2 �31 SF 16 5 SF 1308 SF 1596 SF LOT: 19 / 1 "=30'
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2339 SF LOT: 22
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\ 2808 SF - / / / / 107 15" 108 - 106 686.62 686.33 0.60% 47.74 LF 15" HDPE
LOT:44 1 � SAN SA �9�
�480 SF \ 1 - - 693 ' ' 109 15" 110 - 108 687.00 686.72 0.60% 47.07 LF 15" HDPE
SqN 111 15" 112 - 110 687.27 687.10 0.60% 29.12 LF 15" HDPE
\_ 113 24" 114 - 104 685.95 684.98 0.50% 193.36 LF 24" HDPE
\ 15' LOTt 45 - - � 124 �' \ - ' I q 106 / \ \ 115 15" 116 - 114 687.01 686.05 0.68% 141.59 LF 15" HDPE
01 364O SF \ 2 1 a
9 1 \ 117 15" 118 - 116 687.26 687.11 0.50% 30.17 LF 15" HDPE
LOT:28 LOT:29 LOT:30 LOT:31 "' LOT:32 �' I S,y� / \
I 1 \ \ 3143 SF 1468 SF 1416 SF 1834 SF \ 2119 SF LOT: 33\ LOT: 34 / / 08 I /' I / \ \ o 0/'� I z
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�685 207 15' 208 - 206 686.43 682.77 4.45% 82.35 LF 15" HDPE
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+\• 75. " \ ' 204 MAX. FLOW DEPTH (10YR.) = 0.23' n = 0.025, s = 3.8%
EXISTING ADJACENT \ \\ \ \ \ ` \\ \ +\ \ \ SOUTH SWALE - DESIGN SECTION
Cr° PROPERTY LINES
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0 30' 60' ` \ \ ` ° O n f n = 0.025, s = 1.4%
\ ` \ \ \ 000 MAX. FLOW DEPTH (10YR.) = 0.29' NORTH SWALE -DESIGN SECTION C5.. %
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THIS DRAWING PREPARED AT THE
YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE
608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
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03 08 2023
REVISED PER COUNTY COMMENTS
OS 02 2024
REVISED PER COUNTY COMMENTS
ADA SPOT GRADING DETAILS
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These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
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INV OUT 687.26 (117)
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INV OUT 687.61 (119)
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TOP 697.14
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THIS DRAWING PREPARED AT THE
YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE
608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
1�TA O DATE REVISION DESCRIPTION
m v 1 OLD TRAIL BLOCK 26 ti(A V m 14M 03/08/2023 REVISED PER COUNTY COMMENTS
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INV IN 682.72 (3-4) IN OUT 683.07
700 INV OUT 681.73 (1-2)RR9 52 -31(3 `ti) INV OUT 684.90 (4-5) INV OUT 688.94 (5-6) 700
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SANITARY SEWER STR EX TO STR 7 • SCALE
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VERT SCALE: 1"=5
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689.49
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2
693.19
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3
690.14
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4
690.57
7.50'
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5
691.71
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6
696.47
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7
697.69
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PIPE #
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TIMMONS ROUP• • YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE
• 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
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LOW POINT STA = 10+97.55
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LOW POINT STA = 12+66.30
LOW POINT ELEV = 690.37
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A.D. = 3.62%
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LINE TABLE
LINE
LENGTH
BEARING
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119.93
N58032'50"E
L2
77.99
N62024'31"E
L3
170.19
N75012'12"E
L4
53.49
N27035'29"W
L5
105.28
N12004'52"W
L6
16.27
N71021'58"E
L7
223.54
N5011'15"W
L8
10.19
N18014'14"W
L9
24.81
N43052'42"W
14+00 14+50
15+00 15+50
LOW POINT STA = 10+74.38
LOW POINT ELEV = 689.77
PVI STA = 11+00
PVI ELEV = 689.38
A.D. = 3.95%
K = 26.25
104' VC
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HIGH PT STA = 12+92.50
HIGH POINT ELEV = 694.09
PVI STA= 13+01.33
PVI ELEV = 695.33
A.D. = -6.69%
K = 22.41
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2.000
0.95877
0.0833
3.27953
1.000
3.39
0.1412
0.1666
4.312
8.000
1.855
1.000
0.452
0.000
2.025
132
DI-2B
6
0.040
0.75
0.03
O'RIGHT
0.03
4
0.12
0
0.120
0.0100
0.0208
1.306
2.000
1.53139
0.0833
4.00481
1.000
3.50
0.1458
0.1666
2.253
2.000
2663
1.000
0.120
0.000
1.306
136
DI-3A
4.000
0.160
0.75
0.12
O'RIGHT
0.12
4
0.48
0
0.480
0.0063
0.0200
3.084
2.000
0.64851
0.0833
4.165
0.987
3.52
0.1466
0.1648
3.851
4.000
1.039
1.000
0.480
0.000
2.259
138
DI-3A
4.000
0.030
0.70
0.021
0.000'RIQTT
0.021
4
0.084
0
0.084
0.0100
0.0208
1.143
2.000
1.74978
0.0833
4.00481
1.000
3.50
0.1458
0.1666
1.939
4.000
2.063
1.000
0.084
0.000
1.142
139
DI-3C
6.000
0.350
0.73
0.2555
Back/Lt.
0.(W'RIQ-IT
0.256
5.042
1.291
0
0.0150
0.0208
5.326
2.000
0.37552
0.0833
4.00481
3.50
Bwk/Lt.
0.300
0.75
0.225
Ahead/Rt.
0.225
5.042
1.134
0
Ahead/Rt.
2.425
0.0150
6
2.425
2.750
0.166
0.333
0.4984985
4.750
11.018
T > 8.0 ft
202
DI-3B
6.000
0.090
0.80
0.072
O'RIGHT
0.072
4
0.288
0
0.288
0.0222
0.0228
1.480
2.000
1.35135
0.0833
3.65351
1.000
3.45
0.1438
0.1666
4.504
6.000
1.332
1.000
0.288
0."
1.479
204
DI-1
2.000
1.550
0.34
0.527
Back/Lt.
0.000'RICHT
0.527
4
Z108
0
Back/IA.
0
4
0
0
Ahead/Rt.
2.108
0.0100
2.000
2
2.108
3.479
T > 8.0 ft
206
DI-313
6.000
0.160
0.75
0.12
YRIGHT
0.12
4
0.48
0.097
0.577
0.0385
0.0181
1.827
2.000
1.09469
0.0833
4.60221
1.000
3.56
0.1485
0. I(k,6
6.528
6.000
0.919
0.989
0.571
0.006
1.826
208
DI-3A
4.000
0.130
0.81
0.1053
O'RIGHT
0.105
4
0.42
0
0.554
0.0113
0.0318
2.679
1 2.000
10.74655
0.0833
2.6195
0.992
3.24
0.1348
0.1655
4.460
4.000
0.897
0.983
0.545
0.009
2.258
49639.002-STRM-100
HYDRAULIC GRADE LINE ANALYSIS
INCIDENCE PROBABILITY 10 Year
DESIGNED BY: MGS
Checked: JLF
INLET
OR
JUNCTION
INLET
STATION
OUTLET
WATER
SURFACE
ELEV.
DIA.
PIPE
Do
(In)
DESIGN
DISCH.
Qo
(CFS)
LENGTH
PIPE
Lo
(Ft)
FRICTION
SLOPE, Sfo
(FT/FT)
FRICTION
LOSS
Hf
(Ft)
JUNCTION LOSS
FINAL
H
(Ft)
Inlet
Water
Surtace
Elevation
Rim
Bev
Comments
Vo
Ho
(Ft)
Qi
Vi
CNUi
Vi'2/2g
Hi
Angle
FIB
Ht
1.3
Ht
0.5
Ht
EX 1-2
10+00.00
684.31
24
8.11
40.03
0.0011
0.04
5.72
0.13
8.03
5.42
43.52
0.46
0.16
64.00
0.26
0.54
0
FALSE
0.59
684.90
689.95
OK -5.05
100
1 10+38.30
684.90
1 24
8.03
1 38.30
0.0011
0.04
5.42
0.11
8.09
5.43
43.97
0.46
0.16
37.91
0.20
0.47
0
FALSE
0.51
1 685.41
689.82
OK -4.41
102
11+02.73
685.41
24EE64.44
0.0011
0.07
5.43
0.11
6.88
5.55
38.19
0.48
0.17
85.81
0.11
0.39
0
TRUE
0.27
685.68
688.99
OK -3.31
104
12+87.77
685.68
24185.03
0.0008
0.15
5.55
0.12
5.03
4.93
24.84
0.38
0.13
81.94
0.25
0.50
0
TRUE
0.40
686.07
694.11
OK -8.03
114
11+93.36
686.75
24193.36
0.0004
0.08
4.93
0.09
2.27
7.17
16.30
0.80
0.28
87.46
0.56
0.93
1.21106
TRUE
0.69
687.44
690.73
OK -3.29
116
13+34.95
687.44
15141.59
0.0010
0.14
6.48
0.16
1.82
3.73
6.81
0.22
0.08
73.34
0.13
0.37
0
FALSE
0.51
687.94
694.60
OK -6.65
118
13+65.12
690.91
1530.17
0.0007
0.02
3.73
0.05
1.47
3.52
5.18
0.19
0.07
43.55
0.08
0.20
0.26577
TRUE
0.15
691.06
694.89
OK -3.83
14+14.93
691.16
1549.81
0.0004
0.02
3.52
0.05
0.91
3.60
3.28
0.20
0.07
49.88
0.13
0.25
0
TRUE
0.15
691.31
695.32
OK -4.02
15+13.54
691.51
1598.61
0.0001
0.01
4.07
0.06
0.10
1.82
0.17
0.05
0.02
60.83
0.03
0.11
0.14449
TRUE
0.08
691.59
697.09
OK -5.5
15+40.35
693.11
1526.81
0.0000
0.00
1.82
0.01
0.04
1.43
0.06
0.03
0.01
49.02
0.02
0.04
0.05167
TRUE
0.03
693.14
697.13
OK -4693.21
1239.35
0.0000
0.On
1.43
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.01027
FALSE
0.01
693.22
695.85
OK -2.63
128
10+26.48
684.90
12
1.79
26.48
0.0022
0.06
5.64
0.12
0.00
0.00
0.00
0.00
0.00
0.00
1 0.00
1 0.12
10.160621
FALSE
1 0.22
1 685.11
1 687.27
1 OK -2.16
130
10+33.79
685.68
24
0.77
33.79
0.0000
0.00
3.20
0.04
0.00
0.00
0.00
0.00
0.00
0.00
1 0.00
1 0.04
10.051671
TRUE
1 0.03
1 685.70
1 689.50
1 OK -3.8
106
13+89.86
686.73
18
2.17
102.09
0.0004
0.04
4.10
0.07
1.75
3.95
6.91
0.24
0.08
0.16
0.31
0
TRUE
0.19
686.93
691.83
OK -4.9
108
14+37.60
687.33
15
1.75
47.74
0.0006
0.03
3.95
0.06
1.77
3.96
7.00
0.24
0.09
0.06
0.21
0
TRUE
0.13
687.46
691.43
OK -3.97
110
14+83.99
687.72
15
1.77
47.07
0.0006
0.03
3.96
0.06
0.80
3.17
2.54
0.16
0.05
a
0.07
0.18
0.23721
TRUE
0.15
687.87
690.64
OK -2.77
112
15+13.07
688.10
15
0.80
29.12
0.0001
0.00
3.17
0.04
0.00
0.00
0.00
0.00
0.000.00
1 0.04
0.05069
TRUE
0.03
688.13
690.79
OK -2.66
132
13+94.85
687.43
18
0.20
60.09
0.0000
0.00
2.02
0.02
0.00
0.00
0.00
0.00
0.00
0.00
1 0.00
1 0.02
10.020611
TRUE
1 0.01
1 687.44
1 689.46
1 OK -2.02
139
12+00.96
687.50
18
2.27
30.14
0.0004
0.01
7.17
0.20
0.00
0.00
0.00
0.00
0.00
0.00
1 0.00
1 0.20
10.259091
TRUE
1 0.14
1 687.64
1 690.58
1 OK -2.94
136
691.51
15
0.91
77.16
0.0002
0.01
3.60
0.05
0.14
2.03
0.28
0.06
0.02
75.59
0.04
0.12
0.14987
FALSE
0.16
691.68
695.32
OK -3.65
138
692.21
15
0.14
30.02
0.0000
0.00
2.03
0.02
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.02
0.02089
FALSE
0.02
692.23
695.27
OK -3.04
EX-2-2
10+00.00
677.21
15
10.86
41.02
0.0283
1.16
10.49
0.43
3.89
5.25
20.41
0.43
0.15
19.52
0.19
0.77
1.00075
FALSE
2.16
679.37
685.01
OK -5.64
202
679.49
15
3.89
83.45
0.0031
0.26
5.25
0.11
3.45
5.02
17.31
0.39
0.14
24.36
0.12
0.36
0
FALSE
0.62
680.11
685.35
OK -5.24
204
680.22
15
3.45
22.49
0.0024
0.05
5.02
0.10
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.10
0.1272
FALSE
0.18
680.40
682.75
OK -2.35
206
10+42.24
681.10
15
0.79
42.24
0.0001
0.01
7.04
0.19
0.00
0.00
0.00
0.00
0.00
0.00
1 0.00
1 0.19
10.250211
FALSE
1 0.26
1 681.36
1 687.32
1 OK -5.97
208
11+45.27
1 683.77
1 15
1 0.00
1103.031
0.0000
1 0.00
1 0.00
1 0.00
1 0.00
1 0.00
1 0.00
1 0.00
1 0.00
1 0.00
1 0.00
1 0.00
1 0
1 TRUE
1 0.00
1 683.77
1 690.64
1 OK -6.87
49639.002-STRM-100
STORM SEWER DESIGN COMPUTATIONS
STORM FREQUENCY 10
PROJECT: OTV Block 26
COUNTY: Albemarle
Designed by: MGS
Checked by: JLF
UNITS I ENGLISH
PIPE
NO
FROM POINT
TO POINT
DRAIN.
AREA
"A"
Acre
(3)
RUNOFF
COEFF.
"C"
(4)
CA
TOTAL
INLET
TIME
Minutes
(7)
RAIN
FALL
In/Hr
(8)
RUNOFF
Q
CFS
(9)
INVERT ELEVATIONS
LENGTH
of Pipe
Ft.
(12)
SLOPE
Ft./Ft.
(13)
SIZE
(Dia. Or
Span/Rise)
In.
(14)
SHAPE
Capacity
CFS
(15)
Friction
Slope
Ft,/Ft.
VEL
Vn
Ft/Sec
(16)
FLOW
TIME
Min.
(17)
REMARKS
(18)
INCRE-
MINT
(5)
ADDTL
CA
ACCUM
ULATED
(6)
UPPER
END
(10)
LOWER
END
(11)
REFERENCE
(1)
STA.
REFERENCE
(2)
STA.
125
126
124
0.020
0.300
0.006
0.000
0.006
5.000
6.542
0.039
692,698
692.410
39.354
0.007
12.000
Circular
3.305
0.000
1.427
0.460
123
124
15+40.35
122
15+13.54
0.010
0.900
0.009
1 0.000
0.015
5.460
6.394
0.096
692,310
692.110
26.813
0.007
15.000
Circular
6.042
0.000
1.822
0.245
121
122
15+13.54
120
14+14.93
0.110
0.740
0.081
0.000
0.096
5.705
6.319
0.609
692.010
690,510
98.605
0.015
15.000
Circular
8.629
0.000
4.067
0.404
Roof+Runoff
137
138
136
0.030
0.700
0.021
0.000
0.021
5.000
6.542
0.137
69L431
691.206
30.019
0.008
15.000
Circular
6.059
0.000
2.035
0.246
135
136
120
0.160
0.750
0.120
0.000
0.141
5.246
6.462
0.911
691+110
690,513
77.163
0.008
15.000
Circular
6.156
0.000
3.602
0.357
119
120
14+14.93
118
13+65.12
0.000
0.000
0.000
0.000
0.237
6.109
6.198
1.471
690+410
690.161
49.814
0.005
15.000
Circular
4.947
0.000
3.523
0.236
Roof drain
117
118
13+65.12
116
13+34.95
0.080
0.750
0.060
0.000
0.297
6.345
6.130
1.823
690.060
689.909
30.171
0.005
15.000
Circular
4.947
0.001
3.733
0.135
115
116
114
0.080
0.750
0.060
0.000
0.357
6.479
6.092
2.177
689+132
686,300
141+589
0.020
15.000
Circular
9.894
0.001
6.481
0.364
138
139
114
0.350
0.730
0.256
0.000
0.256
0.000
8.901
2.274
687+110
686,300
30.137
0.027
18.000
Circular
18.652
0.000
7.165
0.070
113
114
104
0.320
0.710
0.227
0.000
0.840
6.844
5.992
5.034
686.200
685.150
193.356
0.005
24.000
Circular
18.058
0.000
4.934
0.653
Roof+Runoff
Ill
112
110
0.170
0.720
0.122
0.000
0.122
5.000
6.542
0.801
687+275
687,100
29.120
0.006
15.000
Circular
5.419
0.000
3.169
0.153
Roof+Runoff
109
110
14+83.99
108
14+37.60
0.200
0.750
0.150
0.000
0.272
5.153
6.492
1.768
687.002
686.720
47.067
0.006
15.000
Circular
5.419
0.001
3.958
0.198
Roof+Runoff
107
108
14+37.60
106
13+89.86
0.000
0.000
0.000
0.000
0.272
5.351
6.428
L751
686.616
686.330
47.740
0.006
15.000
Circular
5.419
0.001
3.947
0.202
131
132
106
0.040
0.750
0.030
0.000
0.030
5.000
6.542
0.196
686+579
686.230
60.088
0.006
18.000
Circular
8.669
0.000
2.021
0.496
Roof
105
106
104
0.050
0.790
0.039
0.000
0.341
5.553
6.365
2.173
686.130
685.534
102.088
0.006
18.000
Circular
8.694
0.000
4.098
0.415
103
104
102
0.000
0.000
0.000
0.000
1.182
7.497
5.822
6.879
685.050
683.950
185.035
0.006
24.000
Circular
18.894
0.001
5.551
0.556
129
130
102
0.150
0.780
0.117
0.000
0.117
5.000
6.542
0.765
684.003
683.750
33.794
0.007
24.000
Circular
21.222
0.000
3.200
0.176
101
102
100
0.160
0.780
0.125
0.000
1.423
8.052
5.686
8.093
683.652
683,330
64.436
0.005
24.000
Circular
17.327
0.001
5.433
0.198
99
100
EX 1-2
0.000
0.000
0.000
0.000
1.423
8.250
5.640
8.027
683131
683.040
38.297
0.005
24.000
Circular
17.327
0.001
5.421
0.118
127
128
10+23.05
EX 1-2
10+00.00
1.460
0.340
0.496
0.000
0.496
23.000
3.607
1.790
684.175
683.772
26.477
0.015
12.000
Circular
4.758
0.002
5.642
0.078
EX
EX 1-2
10+00.00
EX 1-1
0.740
0.460
0.340
0.000
2.260
23.200
3.590
8.115
682+940
682,710
40.027
0.006
24.000
Circular
18.575
0.001
5.725
0.117
203
204
202
1.550
0.340
0.527
0.000
0.527
5.000
6.542
3.448
679.380
679.219
22494
0.007
15.000
Circular
5.923
0.002
5.021
0.075
201
202
EX-2-2
0.090
0.770
0.069
0.000
0.596
5.075
6.518
3.886
679+120
678,494
83.450
0.008
15.000
Circular
6.059
0.003
5.253
0.265
207
208
11+45.27
206
10+42.24
0.000
0.000
0.000
0.000
0.000
0.000
8.901
0.000
686+888
682.767
103+034
0.040
15.000
Circular
13.992
0.000
0.000
0.000
205
206
EX-2-2
0.160
0.750
0.120
0.000
0.120
5.000
6.542
0.785
682.570
680.100
42237
0.058
15.000
Circular
16.918
0.000
7.041
0.100
EX
EX-2-2
EX 2-1
1.430
0.680
0.972
0.000
1.689
5.339
1 6.432
10.862
1 677+460
676.210
41.020
0.030
1 15.000
Circulaz
11.273
0.028
10.493
0.065
y �Gfn
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JEREMY L. FOX 9
Lic. No. 60786
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DRAWN BY
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CHECKED BY
J. FOX
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I I EXISTING TREES TO REMAIN
1 (REPLACE ANY DEAD TREES
I / II
I 1 I ALONG "ADDLE HILL RD")
1 II EX. EX. EX. 1--�V EX.
REMAIN REMAIN' REMAIN REMAIN-
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(3) QUE PHE
2 `s (3) TIL GSP
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EX.
EXISTING TREES TO REMAINI I 1 REMAIN
(REPLACE ANY DEAD TREES
ALONG"' DLEHILL RD")j
Sol
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®I I REMAIN
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REPLACE TREES AS NECESSARY AFTER ENTRANCE
CONSTRUCTION COMPLETED
II II I
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11 11, ^i
EXISTING TREE TO REMAINS EX.
(REPLACE ANY DEAD TREES kREPLACE�
ALONG "ADDLE HILL RD")
Ob
8„W
(10) QUE PHE
ITPRIVATE
LANDSCAPE
EASEMENT
RAN
WIDTH
� I �
GO VE
�� - 1/ 1 B L E WIDTH PUBLIC RIGHT-OF-WAY -
n�R do ZR P/_ 70A /IlF1l11-ATAQAdA— — —f21 f
SCALE 1 "=30'
0 30' 60'
ENSIGN ST
PRIVATE ALLEY
(6) ACE OGL (2) ACE OGL
(3) ACE OGL EXISTING TREES TO REMAIN
(REPLACE ANY DEAD TREES
ALONG "ASHLAR AVENUE")
14' PRIVATE
LANDSCAPE
EXISTING ADJACENT
PROPERTY LINES
I0
0
EXISTING TREES TO BE REMOVED
EX. 16 EX EX.
M IN REMAINSt R M Inl REMOVEREMOVE\
(3) CER
(3) CER JAP
(4) LAG LNI
— L
� �UGT—
EX 1-1
EX 1-2
TREES
CITY
BOTANICAL NAME
ACE OGL
15
ACER RUBRUM'OCTOBER GLORY'
CER JAP
23
CERCIDIPHYLLUM JAPONICUM
LAG LNI
14
LAGERSTROEMIA INDICA'POWHATAN'
QUE PHE
16
QUERCUS PHELLOS
TIL GSP
22
TILIA CORDATA'GREENSPIRE'
NOTE:
LANDSCAPING PLANTS AND TREES WITHIN
THE RIGHT-OF-WAY WILL NEED TO BE
MAINTAINED IN AREA BETWEEN 2 AND 7 FEET
ABOVE GROUND AS A CLEAR ZONE TO
PRESERVE SIGHT LINES AND ACCOMMODATE
PEDESTRIANS."
LEGEND
® PRIVATE LANDSCAPING EASEMENT
CHARLESig, RAP]P
Lie. No. 0406001794
912912023 lfl
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DATE
0510212024
DRAWN BY
E.ESPINO
DESIGNED BY
E.ESPINO
CHECKED BY
C.RAPP
SCALE
1"=30'
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JOB NO.
49639.00
SHEET NO.
L 1.0
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PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP% OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
DECIDUOUS TREE - STAKING SPECIFIED
NOT TO SCALE
:W
ROOT BALL
12 GAUGE GALVANIZED WIRE
3-2"x2" HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
6"SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
1" COMPOST LAYER
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
GENERAL NOTES
PRE -CONSTRUCTION
• CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT
1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE
LOCATED A MINIMUM OF 5 FEET FROM SEWERANATER CONNECTIONS.
NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.
• VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO
BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL
BE VERIFIED PRIOR TO BIDDING.
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND
VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND
INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY
STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT
PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT,
TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
• PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS
AND CONTRACT SPECIFICATIONS.
• SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER
AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED
PER TEST RESULTS TO ENSURE PLANT HEALTH.
CONSTRUCTION/INSTALLATION
• LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS
AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY
CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT
CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK"
• LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND
CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING
THE DESIGNATION OF BOTANICAL AND COMMON NAME.
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING
AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT
INTERFERE WITH SIGHT DISTANCES.
• CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL
DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE
BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS
WHICH AFFECTS THE GUARANTEE.
INSPECTIONS/GUARANTEE
• UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE
CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL
VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD
PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A
FINAL INSPECTION BY THE LANDSCAPE ARCHITECT.
• ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE
FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS
INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS
RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY
OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND
THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE
CONTRACTOR.
• PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR
COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT
OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE
CERTIFICATE OF OCCUPANCY.
• REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
PLANT SCHEDULE BLOCK 26
TREES
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
CANOPY
ACE OGL
15
ACER RUBRUM 'OCTOBER GLORY'
OCTOBER GLORY RED MAPLE
2.5" CAL.
B&B
397SF
CER JAP
23
CERCIDIPHYLLUM JAPONICUM
KATSURA TREE
2.5" CAL.
B&B
222SF
LAG LNI
14
LAGERSTROEMIA INDICA'POWHATAN'
POWHATAN CRAPE MYRTLE
2" CAL.
B&B OR CONTAINER
77SF
QUE PHE
16
QUERCUS PHELLOS
WILLOW OAK
25' CAL.
B&B
272SF
TIL GSP
22
TILIA CORDATA'GREENSPIRE'
GREENSPIRE LITTLELEAF LINDEN
2.5" CAL.
B&B
249SF
EX. TREE
12
NA
NA
NA
NA
150 SF
TOTAL 23,769 SF
TREE COVER
CALCULATIONS
* per Sec. 32.7.9.8 of the Albemarle County Code
SITE AREA
REQUIREMENT
CALCULATION
REQUIRED QUANTITY
PROVIDED QUANTITY
5.21 AC
9.69 AC x .1
(GROSS SITE AREA)
10% COVER
= 0.521 AC
22,695 SF
23,769 SF
= 22,695 SF
NOTE:
-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.
STREET TREE REQUIREMENTS
* per Sec. 32.7.9.5 of the Albemarle County Code
STREET
LENGTH
REQUIREMENTS
CALCULATIONS
REQUIRED
PROVIDED
ORION LANE
60OLF
1 LG TREE PER 50 LF
600 / 50 = 12
24 LG TREES
23 LG TREES
GOLF DRIVE
613 LF
1 LG TREE PER 50 LF
574 / 50 = 11.48
12 LG TREES
12 LG TREES
ADDLE HILL ROAD
474 LF
1 LG TREE PER 50 LF
474 / 50 = 9.48
10 LG TREES
4 EX. TREES
6 NEW TREES
ASHLAR AVENUE
593 LF
1 LG TREE PER 50 LF
593 / 50 = 11.86
12 LG TREES
10 EX. TREES
2 NEW TREES
SOMERTREES AVE.
446 LF
1 LG TREE PER 50 LF
446 / 50 = 8.92
18 LG TREES
17 LG TREES
ENSIGN STREET
346 LF
TOMBLAND STREET
178 LF
SUPPLEMENTAL TREES
OPEN SPACE
NA
NA
NA
29 LG TREES
BLOCK
AREA
(AC)
BLOCK
CLASSIFIC
ATION
NON-RESIDENTIAL
AREA (SQ. FT.)
RETAIL
AREA
(SQ.
FT.)
RESIDENTIAL
UNITS (1)
AREA OF
LOTS
(AC)
POCKET
PARKS
(7)
AREA OF
OPEN
SPACE
(AC) (6)
S.F.
DETACHED
UNITS
S.F.
ATTACHE
D UNITS
TOWN
HOUSE
UNITS
CONDO /
APARTMENT
UNITS
TOTAL UNITS
GROSS
RESIDENTIA
L DENSITY
(DU/AC)
MARKET RATE UNITS
AFFORDABLE UNITS
TOTAL #
MARKET
RATE
UNITS
% OF TOTAL
UNITS
REQUIRED
AFFORDABLE
FOR
SALE
FOR RENT
APARTMENT
S
ACCESSOR
Y
TOTAL
BANKED
UNITS
COMPLETED
UNITS
TOTAL
NUMBER
OF UNITS
% OF
TOTAL
UNITS
Block 1
1A
2.17
24,231
24,231
0
0
0
38
38
17.5
31
82%
6
0
7
0
7
18%
1
7
5.1
1
0.90
1B
3.70
mixed use
18,500
16,000
0
0
7
31
38
10.3
35
92%
6
0
4
0
4
11%
(2)
0
1
0.12
2
4.9
46,029
0
0
0
0
0
0
0.0
0
0%
0
0
0
0
0
0%
0
0
5.2
0
N/A
3B
3.4
0
0
0
0
25
0
25
7.4
19
76%
4
6
0
0
6
24%
2
6
3.6
1
0.08
Block 3
3C
1.0
mixed use
3,750
3,750
0
0
0
12
12
3762.0
10
83%
2
0
2
0
2
17%
0
2
1.2
1
0.04
3D
1.0
0
0
3
0
0
0
3
3.0
3
100%
0
0
0
0
0
0%
(0)
0
2
0
0.00
4
3.1
mixed use
4,500
4,500
0
10
26
0
36
11.7
28
78%
5
8
0
0
8
22%
3
8
3.3
1
0.07
Block 7
7 Ph. 1
1.1
mixed use
0
0
0
0
0
0
56
0.0
56
100%
8
0
0
0
10
18%
2
2.4
0
0.00
7 Ph. 2
0.7
0
0
0
0
26
0
37.1
0
6
0
6
2.4
0
0.00
7c Ph 3
2.5
0
0
0
7
23
0
12.0
0
0
4
2.6
1
0.12
East Village
10
3.4
N/A
0
0
0
0
24
0
110
7.1
108
98%
17
0
1 0
4
9
8%
(8)
0
3.8
0
N/A
16
6.5
N/A
0
0
24
7
0
0
4.8
0
0
0
0
3.6
1
0.66
30
17/18
3.5
6.2
N/A
N/A
0
0
0
0
14
6
0
29
0
0
0
0
4.0
0
0
0
0
3.2
1
0.26
5.6
0
0
5
5
1.8
1
0.26
31C
0.8
0
0
4
0
0
0
5.3
0
0
0
1.73
1
6.00
31 B
0.4
0
0
2
0
0
0
5.6
0
0
0
1.73
1
6.00
11
3.7
mixed use
0
0
4
11
18
0
33
8.9
24
73%
5
9
0
0
9
27%
4
7
0.94
1
0.70
12 /12c /15
/ 31A
5.1
SF
0
0
30
7
13
0
50
9.8
47
94%
8
3
0
13
16
30%
9
16
2.5
3
4.93
13
3.7
mixed use
3,000
0
29
0
0
0
29
7.9
29
100%
4
0
0
0
0
0%
(4)
0
1.75
2
0.00
14
4.4
SF
0
0
20
0
0
0
20
4.5
20
100%
3
0
0
0
0
0%
(3)
0
1.75
0
0.00
5/20/2021
5.4
N/A
360
0
0
0
0
190
190
35.2
161
85%
29
0
29
0
29
15%
0
29
9.88
1
1.63
22
12.0
SF
0
0
0
30
15
0
45
3.7
45
100%
7
0
0
12
12
27%
5
12
25.9
2
10.12
23
3.4
multi family
0
0
0
13
0
0
13
3.8
13
100%
2
0
0
0
0
0%
(2)
0
3.4
1
0.12
26
5.2
multi family
0
0
0
17
29
0
46
8.8
40
87%
7
0
0
4
4
9%
(3)
0
2.8
1
0.80
27
3.1
SF
0
0
9
0
16
1 0
25
8.1
25
100%
4
0
1 0
4
4
16%
0
4
1.75
1
0.18
28/29A/35A
7.9
SF
0
0
24
4
0
0
28
3.5
28
100%
4
0
0
0
0
0%
(4)
0
4.67
2
1.07
29A/35
1.7
SF
0
0
13
2
0
0
15
8.8
21
140%
2
0
0
0
0
0%
(2)
0
1.75
1
0.12
32
23.3
SF
0
0
85
0
0
9
94
4.0
88
94%
14
2
4
20
26
28%
12
6
23.26
2
7.08
35c
3.5
SF
0
0
9
0
0
0
9
2.6
17
189%
1
0
0
0
0
0%
(1)
0
5.58
1
0.08
TOTAL
87.2
100,370
48,481
276
137
222
280
915
10.5
848
93%
137
28
52
66
146
16%
1 8
108
130
29
41
Note: Currently 28% pocket park / open space not including below:
Block 31 c has 6 acres of dedicated greenway deeded over to County of Albemarle
Western Park is 25 Acres of dedicated park area deeded to County of Albemarle
Block 12 / 12c has 2 acre dedicated school trail connector.
% OF TOTAL AFFORDABLE UNITS 19.2% 35.4% 45.4% NET BANKED 8 108 130 29 41
UNITS AVAILABLE
a
CHARI,E `M. RAP]P
Lio. No. 0406001794
09/29/2023
z
H
I
DATE
0510212024
DRAWN BY
J. FOX
DESIGNED BY
L. ODAY
CHECKED BY
J. FOX
SCALE
N.A.
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