HomeMy WebLinkAboutSDP202200063 Plan - Submittal (First) 2022-10-18CENERAL NOTES
OWNERS: TMPo9voo-oo-oo-oo9oo
GALAXIE FARM INVESTMENTS, LLC
455 zND STREET SE, SUITE 201
CHARLOTTESVILLE, VA 12901
TMP ogsoo-oo-oo-oi5oo
GALAXIE FARM INVESTMENTS, LLC
455 zND STREET SE, SUITE 201
CHARLOTTESVILLE, VA 12902
DEVELOPER: RIVERBEND DEVELOPMENT, INC.
455 SECOND STREET SE, SUITE 400
CHARLOTTESVILLE, VA 22903
ENGINEER: COLLINS ENGINEERING
zoo GARRETT ST, SUITE K
CHARLOTTESVILLE, VA 22902
TAX MAP: 09100-00-00-00900 09100-00-00-01500
INSTR.#: 202000018322 INSTR.#: 202200004007
DB.5445, PG.So 8.27ACRES
5.og ACRES
ZONING: PLANNED RESIDENTIAL DEVELOPMENT (PRD) WITH ENTRANCE CORRIDOR OVERLAY
DISTRICT (EC) AND MANAGED & PRESERVED STEEP SLOPES OVERLAY DISTRICT
PRD ZONING WAS APPROVED BY THE BOS ON DECEMBER 4TH, 2019. VARIATION #1
(SE202200221) WAS APPROVED ON JUNE 15, zozz
TOTAL PROJECT AREA: ogsoo-oo-oo-oo9oo-5.o9AC.
09100-00-00-01500 - 8.27 AC.
TOTAL =13.36 AC
PROPOSED USE: 65 TOTAL DWELLING UNITS (43 SFD LOTS NOT INCLUDES WITH THIS SITE PLAN)
PROPOSED USE WITHIN THIS SITE PLAN:
(6) TOWNHOUSE UNITS W/ ACCESSORY UNITS (12 UNITS TOTAL)
(io) TOWNHOUSE UNITS
NOTE: THE TYPICAL NUMBER OF BEDROOMS IN THE TH UNITS WILL BE (3)
BEDROOMS. THE (6) BASEMENT ACCESSORY UNITS WILL BE 1 BEDROOM UNITS
& THE UPPER TH UNITS WILL BE z BEDROOM UNITS.
3 BEDROOM UNITS, (6) - z BEDROOM UNITS, & (6) 1 BEDROOM UNITS
THE SINGLE FAMILY DETACHED UNITS SHALL HAVE (3) OR (4) BEDROOMS.
ALLOWABLE DENSITY: 65 UNITS PER APPROVED PRD REZONING & APPLICATION PLAN
65 TOTAL DWELLING UNITS113.36 ACRES = DWELLING UNITS/ACRE
PROPOSED DENSITY: 65 DWELLING UNITS113.36 ACRES= 4.42 DWELLING UNITS/ACRE
OPEN SPACE: REQUIRED: 3.83 ACRES PER APPROVED PRD REZONING & APPLICATION PLAN
PROVIDED = 4.31 AC
OPEN SPACEA: 0.14 ACRES OPEN SPACE D: 1.25 ACRES
OPEN SPACE B: 0.44ACRES OPEN SPACE E: 2.44 ACRES
OPEN SPACE C: 0.04 ACRES
NOTE: OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS
ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR COMMON
USE OF LOTS OWNERS IN THE SUBDIVISION.
RECREATION AREA: OPEN SPACES D & E SHALL PROVIDE ACTIVE & PASSIVE RECREATIONAL
AMENITIES, INCLUDING A WALKING TRAIL ALONG THE STREAM AS SHOWN ON
THE SITE PLAN SHEETS. ACTIVE RECREATION SHALL BE PROVIDED WITHIN OPEN
SPACE B, INCLUDING A GRASS RECREATIONAL FIELD, MEETING AREA, TOT LOT
PLAYGROUND, AND AFIRE PIT.
TOTAL RECREATIONAL AREA REQUIRED: zoo SFx65 UNITS= 13,000 SF(o.3o AC)
TOTAL RECREATIONAL AREA PROVIDED: 1g,167 SF (0.44 ACRES)
BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT.
MAXIMUM -35 FEET PER PRD REZONING APPLICATION PLAN
(P) MAX. HEIGHT AT ROOF = 35 FEET
(P) MAX. HEIGHTTO EAVE = 29'-8"
SETBACKS: FRONT SETBACK: 5'MIN.
SIDE SETBACK: 5' MIN.
REAR SETBACK: zo' MIN. (EXCEPT FOR UNITS ADJACENT TO VERA RUBIN PLACE
WHICH SHALL HAVE A 5' REAR SETBACK)
GARAGE SETBACKS: i8' MIN.
NOTE: FRONT LOADED GARAGE UNITS, THE PORCH OR BUILDING FACE' 3HALLBE
A MINIMUM OF 3 FEET CLOSER TO THE STREET AS MEASURED FROM THE FACE
OF THE GARAGE DOOR.
SUBDIVISION STREETS: CURB & GUTTER
WATERSHED: MOORES CREEK (MOORES CREEK IS NOT A WATER SUPPLY RESERVOIR
WATERSHED AREA)
AGRICULTURAL/FORESTAL DISTRICT: NONE
TOPOGRAPHY & SURVEY: BOUNDARY AND TOPOGRAPHY INFORMATION WAS PROVIDED BY ROGER RAY&
ASSOCIATES, INC IN FEBRUARY, 2020. FIELD VERIFIED BY COLLINS ENGINEERING
IN OCTOBER OF zozz.
DATUM: NAVD 88
EXISTING VEGETATION: PARTIALLY WOODED WITH (z) EXISTING RESIDENTIAL HOUSES. SITE CURRENTLY
CLEARED AND UNDER CONSTRUCTION.
PRESERVED/MANAGED SLOPES: MANAGED AND PRESERVED STEEP SLOPES ARE SHOWN WITHIN THE
LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET z FOR LOCATIONS.
LIGHTING: NO STREET LIGHTING IS PROPOSED WITH THIS PROJECT.
PARKING: TWO (z) OFF-STREET PARKING SPACES ARE PROVIDED FOR EACH DWELLING
UNIT AND (1) OFFSTREET SURFACE PARKING SPACE IS PROPOSED FOR EACH
ACCESSORY UNIT. ADDITIONAL PARKING SPACES PROVIDED ALONG THE
PROPOSED ROADWAYS.
PARKING REQUIRED:
59 RESIDENTIAL UNITS =i18 PARKING SPACES
6 ACCESSORY UNITS = 6 PARKING SPACES
zz ATTACHED UNITS x (1 PARKING SPACE/4 UNITS) = 6 SPACES
TOTAL PARKING REQUIRED: 13o PARKING SPACES
PARKING PROVIDED:
GARAGE PARKING SPACES: 53 GARAGE PARKING SPACES
DRIVEWAY PARKING SPACES: 65 DRIVEWAY PARKING SPACES
SURFACE PARKING SPACES:9 SURFACE PARKING SPACES
ON -STREET PARKING SPACES: 4 TOTAL ON -STREET SPACES
TOTAL PARKING PROVIDED:131 SPACES
BUILDING SITES: EACH LOTCONTAINS A BUILDING SITE THAT COMPLIES WITH THE
REQUIREMENTS OF SECTION 4.2.3. OF THE ALBEMARLE COUNTY ZONING
ORDINANCE.
LAND AREAS: OPEN SPACE: 187,744 SF 4.31 ACRES (32.3%)
LOTS: 265,375 SF 6.o9 ACRES (48.36%)
ROW DEDICATION: 128,464 SF 2.95 ACRES(zz.1%)
PROPOSED IMPERVIOUS AREAS: ROADS: 71,750 SF
SIDEWALKS: 19,450 SF
BUILDINGS, PATIOS/DECKS: 93,178 SF
DRIVEWAYS: 28,320 SF
TOTAL IMPERVIOUS AREAS: 224,098SF (5.14ACRES)
BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS
PROPERTY.
FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO426D
DATED FEBRUARY 4, z0o5.
LANDSCAPING: A LANDSCAPING PLAN HAS BEEN INCLUDED WITH THIS FINAL SITE PLAN IN
ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET
TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE
STREETTREES EVERY 40'ALONG THE ROADWAYS. (SEE LANDSCAPING SHEETS
i6 & 17).
RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING &
DRAINAGE PLAN FOR WALL LOCATIONS.
TRASH SERVICE: EACH LOT SHALL HAVEAN INDIVIDUAL TRASH CONTAINER.
UTILITIES: ALBEMARLE COUNTY WATER & SEWER
AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE
APPROVED PROFFERS.
TOTAL PROPOSED NUMBER OF AFFORDABLE HOUSES: vo UNITS
SEE LAYOUT SHEETS FOR LOCATION OF AFFORDABLE UNITS, AS SHOWN WITH
AN ASTERISK (*)
PHASING: THIS PROJECTSHALL BE DEVELOPED IN TWO PHASES. PHASE I INCLUDES LOTS
1-14, AND PHASE 2 INCLUDES THE REMAINING LOTS (LOTS is-59).
GALAXIE FARM SUBDIVISION
FINAL SITE & ARB PLAN � =��F�"'W
SCOTTSVILLE MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
T.M.gv-,3
COUNTY SCHOOL BOARD OF
ALBEMARLE COUNTY, VIRGINIA
D.B .T033-3v3
D.B a033-3v3
D.B.6v9-368 PLAT
40
r�
/ LOT3
LOT 38
LOT 37 r
r
' LOT 36
�-
T.M.9vAv-E
AVINITY ESTATES LLC
AVINITY ESTATES OPEN SPACE E
D.B.2267-750
D.B.5124, PG.676
_ `-------"-
4z
LOT
OT 34'
/ *
LOT 33�
GRAPHIC/ SCALE
( I8T )
1 inc 80 ft.
OT 4 \
/LOT4 /\
3z
T.M.9v-v6D
SCOTTSVILLE ROAD HOLDINGS,LLC
C/O KAPPA SIGMA FRATERNITY
D.B.3z5), P6.7--
D.B 550, PLAT 608
T.M.9v-vv
SCHOOL BOARDCOUNTYOF
ALBEMARLE,VIRGINIA
D.B. 5258-620
D.B.v979-46 & 47 PLAT
OT 5
' \
"
OT \ OPEN
PACE A \
r
OT 5�' \ a
OPEN
SPACE B
PROPOSED
RECREATIONAREA
/
/
/
/
/
/
/
/
/ T.M.gv-io
/ COUNTY OF ALBEMARLE,VIRGINIA
./ ---
D.B .v979-44,46&47PU-
\
OPEN
PACE C
LOT / _` _-
I LOT
i ��
LOT=4`\
LOTvo/
' LOT 9
LOT
LOT 3 %
OT V A
27 PHASE II
LOT LOT a
PHASE 6 r
OT 5
OPEN ``I /
/ SPACED `\
j
4 LOT r i I \ z3 LOT I LOT
, P PHASE
, LINE
\
zz r LOT LOT LOT LOT
OPEN /
SPACE
PROPOSED
SWM FACILITY
M / �
\ - / ZFz
/ N
'/T f
SCOTTSVILLE ROAD HOLDINGS,LLC\- -
C/O KAPPA 5IGMAFRATERNITY--
D.B.3257, PG.70z
D.B.mSo, v73 PLAT \ \
SHEET LAYOUT \\ \
SCALE: 1" = 80'
STREAM BUFFERS. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN
ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION
ORDINANCE
BUILDING SITES: LOTS 1-59 SHALL EACH CONTAIN A BUILDING SITE 77-IAT COMPLIES WITH
SEC77ON 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
PRIVATE STREE T.• VERA RUBIN PLACE IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS
FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAY AND
WILL NOT BE MAINTAINED BY THE DEPARTMENT OF TRANSPORTATION OR
THE COUNTY OF ALBEMARLE.
OFFSITE DISTURBANCE: OFFSITE DISTURBANCE 1S PROPOSED WITH THIS PLAN ON THE ADJACENT
AVINITY ESTATES PROPERTY, WHICH IS ALSO OWNED BY THE SAME
DEVELOPER.
AVAILABLE FIRE FLOW: 1,750 GPM AT MINIMUM 20 PSI
ISO CALCULATIONS MAXIMUM REQUIRED FIRE FLOW FOR RESIDENTIAL STRUCTURE IS 1,100 GPM.
NOTES.
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT.
2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
3) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 50' (MAXIMUM) O.C. IN ACCORDANCE
WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND REZONING DOCUMENTS.
4) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE.
5) ROADWAYS AND PAVED CIRCULATION AREA = 60,5J4 SFF,
! i '
!
SLQR---- 2Q
UILDING CODE NOTES:
1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN
HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.
z. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI
A117.i-og AND THE 2oi5 VIRGINIA CONSTRUCTION CODE.
3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OFTHE MANHOLE COVER OF THE
NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE 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.
4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOTTO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
5. 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
COUNTYAND VDOLI. CONTACT VDOLI FORTHEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS
AT 540-562-3850 x131.
6. 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.
7. THE DEVELOPERICONTRACTOR 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).
8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING
DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED.
6
J�
P STATE 6`1
INTER
PIEDMONT
I) VIRGINIA
COMMUNITY
COLLEGE
MONTICELLO HIGH
LAKE REYNOVIA Q
Q� MOUNTAIN VIEW
AELEMENTARY
Q LJ SCHOOL THIS
k PROJECT
MILL CREEK All
SOUTH I:,
R
P
VICINITY MAP:
SCALE: 1" = 2000'
Sheet List Table
Sheet Number
Sheet Title
1
COVER
:EA
PROFFERS
z
EXISTING CONDITIONS
3
OVERALL LAYOUT PLAN
4
SITE PLAN
5
UTILITY PLAN
6
GRADING & DRAINAGE PLAN
7
NOTES & DETAILS
8
DRAINAGE MAP
9
DRAINAGE COMPUTATIONS
to
DRAINAGE COMPUTATIONS
11
ROAD & UTILITY PROFILES
12
ROAD & UTILITY PROFILES
13
DRAINAGE & UTILITY PROFILES
14
DRAINAGE PROFILES
15
DRAINAGE PROFILES
16
LANDSCAPING PLAN
17
LANDSCAPING PLAN
18
SITE CROSS -SECTIONS
19
LEGEND
TOTAL SHEETS
EXISTING FENCE
UGE UGE
EXISTING UNDERGROUND ELECTRICAL
UGT UGT
EXISTING UNDERGROUND TELEPHONE
off
EXISTING OVERHEAD ELECTRICAL
EXISTING EASEMENTS
W W
EXISTING WATERLINE
_Ss
EXISTING SANITARY SEWER
EXISTING DRAINAGE PIPE
EXISTING DRAINAGE STRUCTURE
EXISTING SANITARY SEWER MANHOLE
zoo
PROPOSED CONTOUR
EDGE OF PROPOSED PAVEMENT
r `'
EXISTING TREE LINE
EXISTING GRAVEL
1MMENESEENEE1
DRAINAGE DIVIDE
- - - 2 - - -
EXISTING CONTOUR
EDGE OF EXISTING PAVEMENT
EXISTING CURB
EXISTING ASPHALT PAVEMENT
EXISTING CONCRETE
EXISTING ASPHALT PAVEMENT
PROPOSED RIGHT OF WAY
COUNTY DEFINED PRESERVED STEEP SLOPES
COUNTY DEFINED MANAGED STEEP SLOPES
PROPOSED SIGN
PROPOSED STORM SEWER PIPE
PROPOSED STORM SEWER STRUCTURE
PROPOSED SANITARY SEWER PIPE
OO
PROPOSED SANITARY SEWER MANHOLE
PROPOSED ASPHALT DRI VEWA Y
PROPOSED CURB
PROPOSED ASPHALT PAVEMENT
PROPOSED ASPHALT PAVEMENT REPAIR
PROPOSED BUILDING
PROPOSED CONCRETE
PROPOSED RETAINING WALL
W
PROPOSED WATERLINE
PROPOSED FIRE HYDRANT
PROPERTY BOUNDARY LINE
506. 71 Tc
s062/ Ec
PROPOSED SPOT ELEVAT70N
TC DENOTES TOP/BACK OF CURB
EP DENOTES EDGE OF PAVEMENT
50&71 Tw
PROPOSED SPOT ELEVAT70N
506. 21 Bw
TW DENOTES TOP OF WALL
BW DENOTES BOTTOM OF WALL
Lic. No. 035791
10/17/22
n
dd
L9
Cf
(`
M
F-
w
w
O
w
o!
x
d
In
JOB NO.
202194
SCALE
1 "=80'
SHEET NO.
1
SEPTEMBER 17, 2018 PROFFER STATEMENT
FOR APPROVED ZMA 201800012
PROFFER STATEMENT
GALAXIE
Date: September 17, 2018
ZMA#: 2018- Galaxie Rezoning
Tax Map Parcel#: 09100-00-00-60900and 09100-00-00-01500
13362 acres to be rezoned from Residential R-1 ("R-1") to Planned Residential
Development ("PRD")
Anna Marie Witmer and David S. Witmer are the fee simple owners of tax map parcel 091 o0-00-
00-00900 (the "Witmer Property"), Mallie P. Haynes and Jasper L. Haynes the fee simple owners
of tax map parcel 09100-00-00-01500 (together with the Witmer Property, the "Property-). Anna
Marie Witmer, David S. Witmer, Mallie P. Haynes and Jasper L. Haynes shall hereinafter
collectively be referred to as the "Owners." The Property is the subject of the zoning map
amendment application #ZMA-2018- known as "Galaxxe." The Applicant for Galaxie
is Blackbird of Charlottesville, LLC, a Virginia limited liability company. The Galaxie
community is herein referred to as the "Project."
Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, Owner hereby voluntary
proffers the conditions listed in this Proffer Statement, which shall be applied to the Property if
the rezoning is approved by Albemarle County. These conditions are proffered as part of the
rezoning and it is agreed that the conditions are reasonable.
1. Affordable Housing.
The Owners shall provide Affordable Dwelling Units (as defined herein) equal to fifteen percent
(15%) of the total residential dwelling units within the Project that is in excess of the number of
units that are allowed by -right (the "15% Affordable Housing Requirement"). Prior to the approval
of ZMA 2018- , the property had a by -right development yield of 15 dwelling units.
If there are more than 15 dwelling units within the Project such that the I S% Affordable Housing
Requirement is applicable, the Owner or its successors in interest reserve the right to meet the
affordable housing objective through a variety of housing types, including but not limited to, for -
sale units, rental units, and accessory units.
A. For -Sale Affordable Dwelling Units. The Owner may meet the 15% affordable housing
objective by constructing the Affordable Dwelling Units. For purposes of this Proffer
I(A), "Affordable Dwelling Unit" shall mean any unit affordable to households with
incomes less than eighty percent (80%) of the area median income (as determined from
time to time by the Albemarle County Office of Housing) such that housing costs
consisting of principal, interest, real estate taxes and homeowners insurance (PITT) do
not exceed thirty percent (30%) of the gross household income; provided, however;
that in no event shall the selling price for such affordable units be more than sixty-five
percent (65%) of the applicable Virginia Housing Development Authority (VEDA)
PROFFER STATEMENT
GALAXIE
Date: September 17, 2018
ZMA#: 2018- Galaxie Rezoning
Tax Map Parcel#: 09100-00-00-00900 and 09100-00-00-01500
13.362 acres to be rezoned from Residential R-1 ("R-1") to Panned Residential
Development ("PRD")
Anna Marie Witmer and David S. Witmer are the fee simple owners of tax map parcel 09100-00-
00-00900 (the "Witmer Property"). Mallie P. Haynes and Jasper L. Haynes the fee simple owners
of tax map parcel 09100-00-00-01500 (together with the Witmer Property, the "Property"). Anna
Marie Witmer David S. Witmer, Ma
llie alhe P. Haynes and Jasper L. Ha
ynes nes shall hereinafter
Y P Y
collectively be referred to as the "Owners." The Property is the subject of the zoning map
amendment application #ZMA-2018- known as "Galaixe." The Applicant for Galaxie
is Blackbird of Charlottesville, LLC, a Virginia limited liability company. The Galaxie
community is herein referred to as the "Project."
Pursuant to Section 33.3 of the Albemarle u Co my Zoning Ordinance, Owner hereby voluntary
proffers the conditions listed in this Proffer Statement, which shall be applied to the Property if
the rezoning is approved by Albemarle County. These conditions are proffered as part of the
rezoning and it is agreed that the conditions are reasonable.
1. Affordable Housing.
The Owners shall provide Affordable Dwelling Units (as defined herein) equal to fifteen percent
(15%) of the total residential dwelling units within the Project that is in excess of the number of
units that are allowed by -right g
ht the I5/Affordable Housing Requirement"). Prior to the approval
of ZMA 2018- , the property had a by -right development yield of 15 dwelling units.
If there are more than 15 dwelling units within the Project such that the 15% Affordable Housing
Requirement is applicable, the Owner or its successors in interest reserve the right to meet the
affordable housing objective through a variety of housing types, including but not limited to, for -
sale units, rental units, and accessory units.
A. For -Sale Affordable Dwelling Units. The Owner may meet the 15% affordable housing
objective by constructing the Affordable Dwelling Units. For purposes of this Proffer
i A "Affordable Dwelling Unit" sh
all all mean an unit affordable t ( ) o households with
g Y
incomes less than eighty percent (80%) of the area median income (as determined from
time to time b the Albemarle Co
unty Office of Housing) such t
y ty g) that housing costs
consisting of principal, interest, real estate taxes and homeowners insurance (PITT) do
not exceed thirty percent (30%) of the gross household income; provided, however;
that in no event shall the selling price for such affordable units be more than sixty-five
percent (65%) of the applicable Virginia Housing Development Authority (VEDA)
maximum sales price/loan limit for first-time homebuyer programs at the beginning of
the 180-day period referenced in Proffer 1(A)(1) hereof (the WHDA Limit"). The
Owner shall impose by contract the responsibility herein of constructing and selling the
Affordable Dwelling Units to any subsequent owner or developer of the Property (or
any portion thereof). Such subsequent owner(s) and/or developer(s) shall succeed to
the obligations of the Owner under this Proffer 1; and the term "Owner" shall refer to
such subsequent owner(s) and/or developer(s), as applicable.
(1) Role of County Housing Office. All purchasers of the for -sale Affordable Dwelling
Units shall be approved by the Albemarle County Housing Office or its designee (the
"Housing Office"). At the proposed time of construction of any Affordable Dwelling
Unit, the Owner shall provide the Housing Office a period of one hundred eighty (180)
days to identify and approve an eligible purchaser for such affordable unit. The I80-
day qualification period shall commence upon written notice from the Owner to the
Housing Office of the approximate date the Unit is expected to receive a certificate of
occupancy from the County (the "Notice"). Such Notice shall be given no more than
ninety (90) days prior to the expected issuance of the certificate of occupancy, and the
180-day approval period shall extend no less than ninety (90) days after the issuance of
the certificate of occupancy. Nothing in this Proffer I shall prohibit the Housing Office
from providing the Owner with information on income eligibility sufficient for the
Owner to identify eligible purchasers of Affordable Dwelling Units for approval by the
Housing Office. If, during the 180-day qualification period, (i) the Housing Office fails
to approve a qualified purchaser, or (ii) a qualified purchaser fails to execute a purchase
'contract for an Affordable Dwelling Unit, then, in either case, the Owner shall have
the right to sell the Unit without any restriction on sales price or income of the
purchaser(s), and such unit shall be counted toward the satisfaction of this Proffer 1.
This Proffer 1 shall apply only to the first sale of each of the for -sale Affordable
Dwelling Units. For the purposes of this Proffer 1, such Affordable Dwelling Units
shall be deemed to have been provided when the subsequent Owner/budder provides
written notice to the Albemarle County Office of Housing or its designee that the unit(s)
will he available for sale.
(2) Tracking. Each subdivision plat and site plan for land within the Property shall: i)
designate the lots or units, as applicable, that will constitute Affordable Dwelling Units
within the Project and ii) contain a running tally ofthe Affordable Dwelling Units either
constructed or contributed for under this Proffer 1. The designated lots or units shown
on the applicable subdivision plat or site plan may be shown as being constructed in a
future phase. The 15% Affordable Housing Requirement shall apply to the total
Project, not each phase of the Project.
B. For -Rent Affordable Dwelling Units.
(1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks
qualification for the purposes of this Proffer 1, ("For -Rent Affordable Dwelling Unit")
shall not exceed the then -current and applicable maximum net rent rate approved by
the Albemarle County Housing Office. In each subsequent calendar year, the monthly
2
net rent for each For -Rent Affordable Dwelling Unit may be increased up to three
percent (3%). For purposes of this Proffer 1 B, the term "net rent" means that the rent
does not include tenant -paid utilities. The requirement that the rents for such For -Rent
Affordable Dwelling Units may not exceed the maximum rents established in this
paragraph 1 B shall apply for a period of ten (10) years following the date the certificate
of occupancy is issued by the County for each For -Rent Affordable Dwelling Unit, or
until the units are sold as low or moderate cost units qualifying as such under either the
Virginia Housing Development Authority, Farmers Home Administration, or Housing
and Urban Development, Section 8, whichever comes first (the "Affordable Term").
(2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable
Dwelling Units during the Affordable Term shall contain language reciting that such
unit is subject to the terms of paragraph 1 B. In addition, all contracts pertaining to a
conveyance of any For -Rent Affordable Dwelling 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 1B. At least thirty (30) days prior to the
conveyance of any interest in any For -Rent Affordable Dwelling Unit during the
Affordable Term a then-c the urrent Owner shall notify the County in writing of the
conveyance and provide the name, address and telephone number of the potential
grantee, and state that the requirements of this paragraph I 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 Dwelling Unit, the then -current
Owner shall provide to the Albemarle County Housing Office a copy of the rental or
lease agreement for each such unit rented that shows the rental rate for such unit and
the term of the rental or lease agreement. In addition, during the Affordable Term, the
then -current Owner shall provide to the County, if requested, any reports, copies of
rental or lease agreements, or other data pertaining to rental rates as the County may
reasonably require.
2. Road Improvements. Pursuant to road plans approve
d by the Virginia Department of
Transportation ("VDOT") and a temporary construction easement and maintenance agreement
approved by the County, the Owner shall construct the Galaxie Farm Lane Connection, as
conceptually depicted with improvements and landscaping shown on the Application Plan
prepared by Shimp Engineering, dated September 17, 2018 ("Galaxie Farm Lane Connection").
The portion of Galaxie Farm Lane Connection labeled as "Road A, Phase 1" on Sheet 5 of 9 the
Application Plan shall be bonded prior to creation of any lots. The second portion of Galaxie Farm
Lane Connection, labeled as "Road A, Phase 2" on Sheet 5 of 9 of the Application, shall be bonded
prior to the creation of the fiftieth (50") lots. In any event, Owner shall have completed the Galaxie
n
Farm Lane Connection riot to the completion ninetieth of 90 certificate of occupancy.
P( ) P Y
Until such time as the County o submit determines t b the Galaxie Farm Lane Connection
cnon for
public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and
insurance of the Galaxie Farm Lane Connection. The Owner submit
shall sub a temporary construction
easement and maintenance agreement that is acceptable to the County prior to approval of road
plans for roadway improvements. The Owner's improvements shall be dedicated at such time as
3
net rent for each For -Rent Affordable Dwelling Unit may be increased up to three
percent (3%). For purposes of this Proffer IB, the term "net rent" means that the rent
does not include tenant -paid utilities. The requirement that the rents for such For -Rent
Affordable Dwelling Units may not exceed the maximum rents established in this
paragraph 1 B shall apply for a period of ten (10) years following the date the certificate
of occupancy is issued by the County for each For -Rent Affordable Dwelling Unit, or
until the units are sold as low or moderate cost units qualifying as such under either the
Virginia Housing Development Authority, Farmers Home Administration, or Housing
and Urban Development, Section 8, whichever comes first (the "Affordable Term").
(2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable
Dwelling Units during the Affordable Term shall contain language reciting that such
unit is subject to the terms of paragraph 1B. In addition, all contracts pertaining to a
conveyance of any For -Rent Affordable Dwelling 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 1B. At least thirty (30) days prior to the
conveyance of any interest in any For -Rent Affordable Dwelling Unit during the
Affordable Term, the then -current Owner shall notify the County in writing of the
conveyance and provide the name, address and telephone number of the potential
grantee, and state that the requirements of this paragraph IB 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 Dwelling Unit, the then -current
Owner shall provide to the Albemarle County Housing Office a copy of the rental or
lease agreement for each such unit rented that shows the rental rate for such unit and
the term of the rental or lease agreement. In addition, during the Affordable Tenn, 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.
2. Road Improvements. Pursuant to road plans approved by the Virginia Department of
Transportation ("VDOT") and a temporary construction easement and maintenance agreement
approved by the County, the Owner shall construct the Galaxie Farm Lane Connection, as
conceptually depicted with improvements and landscaping shown on the Application Plan
prepared by Shimp Engineering, dated September 17, 2018 ("Galaxie Farm Lane Connection").
The portion of Galaxie Farm Lane Connection labeled as "Road A, Phase I" on Sheet 5 of 9 the
Application Plan shall he bonded prior to creation of any lots. The second portion of Galaxie Farm
Lane Connection, labeled as "Road A, Phase 2" on Sheet 5 of 9 of the Application, shall be bonded
prior to the creation of the fiftieth (50") lots. In any event, Owner shall have completed the Galaxie
Farm Lane Connection prior to the completion of ninetieth (90i6) certificate of occupancy.
Until such time as the County determines to submit the Galaxie Farm Lane Connection for
public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and
insurance of the Galaxie Farm Lane Connection. The Owner shall submit a temporary construction
easement and maintenance agreement that is acceptable to the County prior to approval of road
plans for roadway improvements. The Owner's improvements shall be dedicated at such time as
3
WITNESS the following duly authorized signature:
Owners:
By:
Anna Marie Witmer
By:
David S. Witmer
By:
Mallie P. Haynes
By:
Jasper L. Haynes
5
)
the County determines to submit the Galaxie Farm Lane Connection for public dedication.
All Road Improvements shall be designed and constructed to applicable VDOT standards,
including without limitation, VDOT's Geometric Design Standards. Road Improvements shall be
deemed complete when they are constructed, bonded and ready to be recommended by the
Albemarle County Board of Supervisors for acceptance into the public system, and the County
Engineer shall have determined that the roadway is safe and convenient for traffic (hereinafter,
"completed").
This Proffer Statement may be executed in any number of counterparts, each of which shall be
an original and all of which together shall constitute but one and the same instrument.
(SIGNATURE PAGE FOLLOWS]
4
NOVEMBER 13, 2019 PLANNING
COMMISSION APPROVAL LETTER
FOR ZMA 201800012
¢Ir-0a[ytiP
COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 229024596
Phone (434) 296-5832 Fax (434) 972-4126
November 13, 2019
Nicole Scro
Gallffrey Enterprises
912 East High St, Suite C
Charlottesville, VA 22902
RE: ZMA201800012 Galaxie Farm
Dear Ms. Sere,
The Albemarle County Planning Commission, at as meeting on October 15, 2019, recommended approval by a vote of 6:0,
for the reasons stated in the staff report, with changes recommended by staff to reduce the density to match the
Comprehensive Plan recommendation, and changes to the application plan.
The commission approved by a vote of 4:2, for the authorization of the private street request on Road E only, for the
reasons stated in the staff report.
The commission approved by a vote of 6:0 for the requested sidewalk modification with the condition (listed below) and
reasons stated in the staff report.
Coniim
1. A five (5) foot sidewalk across the length of the amenity area, outside of the stream buffer, will be provided for
access to and from the lots and connect to the sidewalk network along the public streets.
The commission approved by a vote of 6:0 for the requested planting strip modification for the reasons stated in the staff
report.
The commission approved by a vote of 6.0 for the and
gutter exception request for Road E as requested by the
applicant.
The commission recommended approval by a vote of 6:0 for the requested special exception for the front setback
modification for the amenity -oriented lots, accessed by Road E only, and the rear setback for all lots accessed by Road E,
for reasons stated in the staff report
ff you should have any questions or comments regarding the above noted action, please do not hesitate to contact me at
(434)288-5832.
Ismly,n Nedos
Principal Planner
Planning Division
cc: David &Anna Marie Witmer
444 Rookwood Or
Charlottesville VA 22903
JUNE 15, 2022 BOARD OF
SUPERVISORS APPROVAL LETTER
FOR SE202200221
WITNESS the following duly authorized signature:
Owners:
By:
Anna Marie Witmer
By:
David S. Witmer
By:
Mallie P. Haynes
By:
Jasper L. Haynes
5
�y OP A(a
Rebecca Ragsdale
m County of Albemarle rra¢sdalerdalbemadeor¢
Community Development Department - Planning Telephone: (434) 296-5832 ext.3226
June 27, 2022
Scott Collins
Collins Engineering
200 Garrett Street, Suite K
Charlottesville VA 22902
scott(dcol Tins-en¢ineeri nst.com
RE: SE2022000221 Galaxie Farm - Variations to Code of Development (ZMA201800012) Action Letter
Dear Mr. Collins,
On June 15, 2022, the Board of Supervisors took action on your Special Exception on Tax Map Parcel 09100-00-00-00900
in the Scottsville District.
The Special Exception was approved by the Board's adoption of the attached Resolution.
Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no
uses on the property may lawfully begin until all applicable approvals have been received and conditions have been met.
This includes:
• compliance with the approved SPECIAL EXCEPTION;
• approval of and compliance with a SITE PLAN
Should you have questions regarding the above -noted action lease contact me
Y q g g �P
Sincerely,
Rebecca Ragsdale
Planning Manager
Planning Division
CC: Galaxie Farm Investments LLC
600 East Water Street, Suite H
Charlottesville VA 22902
WWW.ALBEMARLE.ORG
401 McIntire Road, North Wing, I Charlottesville, VA 229024579
RESOLUTIONTO APPROVE
SE 2022-00021 GALAXIEFARM
VARIATIONS TO CODE OF DEVELOPMENT (ZMA201800U 12)
WHEREAS on consideration of the Memorandum are aced in conjunction with the SE 2022- 002 l
Galaxie Farm — Three Variations to Code of Development application and the attachments thereto, including
stairs supporting analysis, any comments received, and all of the factors relevant to the variations in
Albemarle County Code §§ 18-8.5.5.3 and I8-33.9, the Albemarle County Board of Supervisors hereby finds
that the proposed variations:
(1) would be consistent with the goals and objectives of the Comprehensive Plan,
(2) would not increase the approved development density or intensity of development,
(3) would not adversely affect the timing and phasing of development of any other development. in the
zoning district,
(4) would not require a special use permit, and
(5) would be in general accord with the purpose and intent of the approved application.
NOW, THEREFORE, BE IT RESOLVED that the Albemarle County Board of Supervisors hereby
approves Variations 9143 to the Galaxie Farm Code of Development, on the condition that development be
in general accord with the "Galaxie Farnt Road Plan," prepared by Collins Engineering, dated March 8,
2022.
1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution
duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of sX to zero, as
recorded below, at a regular meeting held on June 15.2022,
Aye Nay
Mr. Andrews
Y _
Mr. Gallaway
Y
Ms. LaPisto-Kirtley
y
Ms. Mallek
-Y
Ms. McKee)
i _
Ms. Price
V
7 le oC ! 6 /%er
Clerk, Board of County Superv(s
SCOT*RLL INS'�
Lie. No. 035791 1,
10/17/22 ,J
0
Z
0!
W
W
Z
L9
Z
Ul
Z
J
J
0
U
N
N
ZONAL
z
r)
W
06
UJ
J lQJ
UJ
LL~z LL
0 LL /�L
CL
I..V
LL
LU
irk
X
J
V
H
W w
w
a
JOB NO.
202194
SCALE
N/A
SHEET NO.
1A
I
1 NOT ES:
1 THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS,
BASED ON FEMA MAP NUMBER 51003CO426D ADOPTED
FEBRUARY 4, 2005.
r i
- 2. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED BY ROGER I / / / O
�- W. RAY &ASSOCIATES, INC IN FEBRUARY 2020. L� Lic. No. 035791,E
TOPOGRAPHY HAS BEEN FIELD VERIFIED IN FEBRUARY 2021. r / - Ono 10/17/22��
3. PRESERVED AND MANAGED STEEP SLOPES ARE LOCATED ON
THE PROPERTY AS SHOWN. NO PRESERVED STEEP SLOPES / / / �SSIONAL V,
ARE IMPACTED WITH THE PROPOSED DEVELOPMENT.
MANAGED SLOPES SHALL BE IMPACTED IN ACCORDANCE I r \ TMP: o zoo-o0-o0-oz000 v r
9 TMP: ogzoo-oo-00-00860
' WITH ALBEMARLE COUNTY REQUIREMENTS AND REGULATIONS. OWNER: COUNTY OF ALBEMARLE /
I \ / OWNER: COUNTY ALBEMARLE
r I I -
— 4. 100' WPO STREAM BUFFER IS SHOWN. SCHOOLBOARD ACREAGE: 8. AC
/ \ ACREAGE: 8.33 AC ZONING: Ri RESIDENTIAL
5. EXISTING WELLS SHALL BE ABANDONED PERMANENTLY IN I r ZONING: RiRESIDENTIAL D.B./PG.: 1979/044 /
\ ACCORDANCE WITH THE VIRGINIA HEALTH DEPARTMENT / D.B./PG.: 1979/044
\ / v GUIDELINES AND REQUIREMENTS, AND IN ACCORDANCE WITH
12VAC5-630-450.
/ if z
r EXISTING STREA
EXISTING POLE AND OVERHEAD w
/
I
r / I XISTING TREELINE POWER LINES TO BE REMOVED o
%
Ln
EXISTING COUNTY / � / � � z
i I EXISTING GRAVEL /' / PRESERVED / 'x ( LL
/ i Z w
L STEEP SLOPES
/ ROAD TO REMAIN � o
i / 0'Ln
N76'2so 43 wag EXISTING WPO / z
V / ,/ 66ya_ V A r STREAM BUFFER Z
\ / / / / V 1 " BE G BUIL REMOVED
�� / r � � � �\ v / W
/ / A _
\ � � � � � / A I � � � / � �F � /� PROPERTY LINE j
TMP: 09100-00-00-012Ao 1 O
OWNER: THOMAS, DANNY B SR / I / �� d�
v ACREAGE: 0.51AC A / TMP: 0
9130 00 00 onoo ! I CON/�
ZONING: Ri RESIDENTIAL ) /
/ OWNER: COUNTY OF ALBEMARLE I \ cnsi c
WB/PG.: 176/131 � SCHOOL BOARD .
ACREAGE: i5.8oAC �� \ 1 ���
ZONING: RIRESIDENTIAL 1 —
- D.B./PG.: z 8/6zo I JI /
i
/ I�I�d CO TY
\ \ \ I', . i\ ��� / , �—EXISTING POLE AND OVERHEAD' �E R D EEP LOPES
POWER LINES BE REMOVED ' �� �r
/ r
0
I
EXISTING 15" CULVERT
\ — / \ �' ��TO BE EXTENDED
EXISTING PRO � A PANE TANK / EXISTIN ANITARYSEWER
A TO BE REMOVED ; r x ' , (E) WELL TO / , TO REMAIN
BE ABANDONED CULVERTi If
/ �� y /�� � �\ --z-
EXISTING
TO BE REMOVED; V
\ — / / / / / / �j /, EXISTING GALAXIE FARM
5.59' 90 / i - � � '�j / ` � /LANE ROW TO BE VACATED
> >•. LIMITS OF PAVEMENT DEMO / _ s (2 z) I / /� �� �f J 2o' ROW io' PAVEMENT L9
I o / ', EXISTING PAVED DRIVEWAY o
/ O 9 i D.B.i 8- 0 2 PLAT
\ TO BE REMOVED / NG`PAVED DRIVEWAY, / / 9 59 �59
\ PROPERTY LINE _ r T �o \ / D.B.219-263. PLAT
°� i Il % ' O BE REMOV D fi� //
01)
�— s.�/
�s \ ti � s 4'3B�W — 6'33 4� D.B.zig 357 -�
3z>" ��� / W �2� ._ s s� s = - 2�� II D.B.619 366, 368 PLAT M
EXISTING BOUNDARY 03'yd
TMP 9 3 \ 4.F / / .GALAXIE FARM LANE _ 364.85' / / �\ q / TO BE VACATED
OWNER: COUNTY OF ALBEMARLE \ S43' 9 53 ,52 / ..,. 2�2 / �� (2 02) _ l IF '- S5,79. 9�. E' \ I
SCHOOL BOARD �\ � 3 '` N
ACREAGE: 25.96 AC r / ) N W 7 46 G /�
j ZONING: Rz RESIDENTIAL \ 47 5 5 126.9 I / / �33j0 / �b '6 +- _ J - j 56°'�312, E PO ,6 M LL
I /� T
D.B./PG.: 2o96/737 EXISTING TREELINE \ i!' I
\ ��=�zoozyf� O PORTION OF EXISTING GUARDRAIL
F / TO BE REMOVED J EXISTING BOUNDARY ,
EXISTING FENCE / s � TO BE REMOVED
— / / / / / TO BE VACATED s b .F g6 4z 4°' I �pC�
\ TO REMAIN / c e p L.L
�/ ��F /COUNTYDEFINED I o N
—ss \ EXISTING TREELINE / / e° / ! / / / / J EXISTING FENCEif ANAGED STEEP I
TO BE REMOVED / / / / TO BE REMOVED SLOPES, TYP. I OU ° & oJ`~ \ \ W N
_ (E) 20' PERMANENT ACSA Q W
EXISTING FENCE sz" z SANITARY SEWER EASEMENT c
I n0 V )
EXISTING BUILDINGS 1]
TO BE REMOVED X _ / / / /� / / / / / EXISTING TO BE REMOVED f (D.B. 3179 PG. 90,95) PLAT w Z
if \ A EXISTING TREELINEi DRAINAGE DITCH
TOBEREMOV✓� // / / / / / , I ( _�EXISTINGCOW
BRANCH STREAM
/EXISTING BUILDINGS / _ - ,-- / EXISTING GRAVEL DRIVEWAY J / w Q
I
l \ // �� /� �� TO BE REMOVED' \� I TO BE REMOVED �� \
/ 90
L9
TMP: o zA,o-oo-oo-000Bo �
/ - / / / EXISTING FENCE V az I / ` O
/ OWNER: AVON PROPERTIES, LLC / / / J/ '/ / i 4 F� , l
ACREAGE: o.83AC _ ' / / / TO REMAIN /�� ,/ V
EXISTING 30' �� / _ / — �� /�
ZONING: PRD- RESIDENTIAL /_ `EXISTING WPO / /� �-
/ / D.B./PG.: 4894/228 _UTILITY EASEMENT / � ` ROPERTY LINE I } Q , n
/ STREAM BUFFER T `J
TMP: o ioo-oo-oo-oi800
OWNER. WOOD, WENDELL W
ACREAGE: z .z AC u
\ �-4
0
ZONING: RURAL
a / � I --I
p -
Jf1 `' -" :. "�- 1 ��✓ / � D. � .. i7z7/674 '
y
J �
--- Lu
EXISTING SANITARY- EXISTING UNDERGROUND J4ul SEWER --- TELEPHONE LINE —ost / / �— -� / / L,L
_-TMP: ogiAi-oo-oo-000Ea _ _ \/ _\' \ /
_ EXISTING 12" DIP
��
OWNER: AVINITY ESTATES, LLC \ TMP: o ioo-oo-oo-oi6Do \ (�
/ I ( , ACREAGE: z.z4AC �� 9 WATERLINE 3 I \ W w
/ -ZONING: PRD - RESIDENTIAL - \ _ OWNER: HOLDINGS,
EXISTING O' BENCHMARK 4 � ��
_ r / HOlDwGS, LLC UTILITY EASEMENT NOTE: THE STREAM BUFFER SHOWN HEREON F1
/ f DB./PG.: 5ia4/676 _ _ / \\ �/ ACREAGE: z.zz AC - — I I TOP OF SEWER / / / J SHALL H MANAGED IN ACCORDANCE WITH \ � X
ZONING: RzRESIDENTIAL \ I TMP: opoo-oo-oo-oi6Ai MANHOLE // // /
D.B./PG.: 345
z57/70z - I OWNER: ALBEMARLE CARTER ELEV:473 /
3 I MOUNTAINS MANAGEMENT CO , a ORD NANMTHE E RLE COUNTY WATER PROTECTION\
RiRESIDENTIAL
I °`✓ _-:,�a _ �r 3� D.B./PG.: 348o/o68 W
y, 4
/ J
i
III III \ \ 1 ! o / / /✓�c �x I (E) 20' PERMANENT ACSA
1
\ 1 SANITARY SEWER EASEMENT
(D.B. z94o, PG.
_ 0 530) PLAT /
b w
s
o w
Ln
JOB NO.
202194
GRAPHIC SCALE SCALE
o 30 eo 120 zoo 1 if= 60
IN FEETSHEET NO.
) \
CHORD BEARING
CHORD DISTANCE
LINE RADIUS
LINE LENGTH
Cl
S75°40'51"W
149.57'
5689.58
149.57'
C2
S76048'59"W
25.09'
5689.58
25.09
C3
S73032'54"W
173.95'
1472.4
174.05'
REZONING PLAN
REZONING PLAN
PROPOSED
PROPOSED
PROPOSED
PROPOSED
REZONING PLAN
REZONING PLAN
BLOCK ID
MAX. ALLOWABLE
PROPOSED
DEVELOPMENT
DEVELOPMENT
DEVELOPMENT
DEVELOPMENT
ACREAGE
PROPOSED USE
UNITS
UNITS
ACREAGE (max.)
USE
MAX. ALLOWABLE UNITS
pLANNEDUNITS
RESIDENTIAL
RESIDENTIAL
1
2.2AC
12
12
2.20AC
14
14
(SFD & SFA)
(SFD)
RESIDENTIAL
RESIDENTIAL
2
0.95 AC
8
8
0.86 AC
7
7
(SFD,SFA,TH)
(SFD,SFA,TH)
RESIDENTIAL
RESIDENTIAL
3
0.76AC
10
10
0.80AC
9
9
(SFD, SFA, TH)
(SFA, TH)
RESIDENTIAL
RESIDENTIAL
4
1.65AC
11
11
1.SOAC
10
10
(SFD & SFA)
(SFD)
RESIDENTIAL
RESIDENTIAL
5
1.43AC
11
11
1.33AC
10
10
(SFD & SFA)
(SFD)
RESIDENTIAL
RESIDENTIAL
6
0.81AC
13
13
0.82AC
15
15
(SFD, SFA, TH)
(SFA, TH)
7
3.37AC
OPEN SPACE
N/A
3.66AC
OPEN SPACE
N/A
N/A
8
0.46AC
OPEN SPACE
N/A
0.46AC
OPEN SPACE
N/A
N/A
TOTAL
65
65
65
65
T.M.g2-126
FRAZIER, BEN & MAI
D.B.521, PG. 1
T.M.g1-12A
THOMAS, DANNY B SR
WB.176, PG.131
D.B.1049, PG. o86 PLAT
T.M.91-13
�YY SCHOOL BOARD OF
ARLE COUNTY, VIRGINIA
D.B.1033-313
D.B.1033-313
D.B.61g-368 PLAT
LOT
NUMBER
LOT
AREA s
BUILDABLE
AREA sf
LOT
NUMBER
LOT
AREA s
BUILDABLE
AREA sf
1
6,216
3,529
31
5,236
3,179
2
6,754
3,967
32
5,229
3,173
3
6,074
3,084
33
5,221
3,167
4
4,903
2,996
34
5,164
3,122
5
5,762
3,396
35
5,034
3,014
6
6,604
3,828
36
4,991
2,981
7
7,282
4,281
37
4,983
2,975
8
5,040
2,885
38
5,065
3,050
9
5,469
3,377
39
4,385
2,456
10
5,167
3,119
40
5,925
3,583
11
5,225
3,176
41
8,688
5,737
12
1 4,976
2,888
42
5,767
3,391
13
5,353
3,262
43
6,313
3,876
14
7,482
5,065
44
5,973
3,759
15
5,831
3,557
45
5,685
3,532
16
6,883
4,301
46
5,411
3,313
17
6,031
3,560
47
5,206
3,148
18
2,661
1,595
48
5,094
3,056
19
1,994
1,443
49
5,079
3,047
20
2,006
1,455
50
5,088
3,056
21
2,742
1,656
51
5,097
3,065
22
2,997
1,880
52
5,121
3,079
23
2,201
1,669
53
5,273
3,319
24
2,066
1,521
54
2,009
1,102
25
1,970
1,427
55
1,500
1,000
26
1,923
1,374
56
1,500
1,000
27
2,455
1,439
57
1,500
1,000
28
5,089
3,062
58
1,500
1,000
29
5,237
3,182
59
2,024
1,100
30
5,243
3,185
N76.25'14"E
PROPOSED 8' WOODEN PRIVACY FENCE
COLOR: NATURAL STAIN
1
COUNTY OF A
D.B.2g7g
PROPOSED METAL SECURITY FENCE
COLOR: BLACK
CONSTRUCTION FIRE PREVENTION NOTES:
1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND
THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE.
2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER
VIRGINIA STATEWIDE FIRE PREVENTION CODE.
3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL
CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN ioo FT. OF TEMPORARY OR PERMANENT FIRE
DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13FT 6
INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE
APPARATUS IN ALL WEATHER CONDITIONS.
4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS VISIBLE FROM THE FRONTAGE STREET DURING
CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE.
5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS
COMBUSTIBLE MATERIALS ARRIVE ON SITE.
6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN
ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE.
7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON
ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED
AND IN ARES OF SPECIAL; HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN
ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE.
8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE
PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE.
PROPOSED
-LOT LINE
(TYP.)
5
-BLOCK`
1
0 i
56658VI 111 LOT
1\ LOT 8
LOT \
LOT io
SP PEN p LOT i1
T.M.gi-8B
COUNTY OF ALBEMARLE,VIRGINIA
D.B.1979-44,46 & 47 PLAT
PROPOSED
BUILDABLE
AREA (TYP.)
0>
.
(0.04 AC)
PHASE I \ LOT5
\ / ����12+00 12 V� 11
I \
LOT \ J / M�IE COURT /
T \
PROPOSED PUBLICROAD
1z
� / I PUBLIC W R I ) 'PU I
\ oko� - - - oEt�• BLOCK 7
0g�1,1�-1..11 \ 1 , I I\ _ •.$PAEED 13.83'
I \
LOT� � 1 1 � 4
r
�lq\ \ \ \ \1 LOT z )1 \( i
\
i
\ LOT 1 ) t . • '. • '.
\ LOT 3 _I \ \ 11 LOT 4 7 �� ,• /
LOT 14
\\ •a\ \ BLOCK 2
a• a ---_,rg��41€FARM LANE
PHASE(VAR-WIDTH PUBLIC RIW \
\ LINEjr
-
� ANE
•
I I \ � � � 70q 42F - - GALAXIE FARM L_ - - - - - - ----, / Ir --_ _ '•
y
`11 \ I • %
,
OPEN OPEN 54 SPACE B /)' / I .• .•'.•' •'••'•. .• .�..
= ® li LOT /
2''E SPACE LOT (0.44AC)' p
O'33'S (0.14AC)
IIIII ,---� 56 - / :�'.• .
o LOT z - �
5 55
L 4 1 I OT 1 1 7 �
n .1 / 4 4'
J
----- I --BLOCK 3 LOT 0 � '(2O4P4CEANECE•)•' 'SPA ----- - - -J- -- -- 56LOT43 ---�IBLOCK4 J
.• !/'
.•,•'.
X
-- LOT LOT177 16
/
BLOCK 7
I III LOT / e
J¢- - -1 I LOT LOT LOT 46 LOT 47 LOT 48 LOT 49 LOT So LOT 5-1 LOT 5z LOT 53 \ / / /
a \. _I 44 I 4s I I I I I I I 58 -I '.
Z Z OCK c
_ :- ro
i
/ a J
LOT
I �17
• I I
�•
-
I � _ r
- - - �H-ASE_ - - ROPOSEE-PkfBNE-REIAD - - i LOT \ K e s�' : / �4u 0Q O
- $
- � � _ LOT •:�?]Y•
.. _.. ... ,.. _ ..•.
ot �•�
I t
- - r � ---
I-
I I I I ICJ I I
III LOT 38 LOT 37 LOT 36 LOT 35 LOT 34 LOT 33 LOT 32 LOT 31 LOT 30 LOT 29 LOT 28
LOT4o I I I III III II
�I - - -- - LOT - J -- - - ---
--- ---
- 39
BLOCK 5 BLOCK 6
58.58' 915.67'
N 9'16'45"W - a749-
T.M.g1A-B T.M.91Ai-E _
OPEN SPACE,PHASE IV,AVINITY AVINITY ESTATES LLC
AVON PROPERTIES,LLC AVINITY ESTATES OPEN SPACE E
D.B.2267-750 D.B.2267-750
D.B.4894-228 PLAT D.B.5124, PG.676 "
NOTE:
1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND
HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES.
2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY
TIE-IN ISSUES OR DISCREPANCIES.
3. 1Q REPRESENTS ONE PROPOSED PARKING SPACE.
4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6".
5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LES.
6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL
CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT
TO THE FULLEST EXTENT POSSIBLE.
7. SEE SHEET 3 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS.
8. CURB RADII SHOWN, REPRESENTED WITH AN W, DIMENSION THE FACE OF CURB.
9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL
EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR.
10. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4
FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM.
11. 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. CONTACT VDOU
FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOUTION PROJECTS.
12. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR
THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY.
13. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE REQUIRED PROFFERS ON
SHEET 1A.
14. ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OF THE SYSTEM) SHALL BE PROVIDED BY THE CIVIL
ENGINEER DURING CONSTRUCTION.
15. ONSTREET PARKING IS ONLY PERMITTED WHERE SHOWN AND LABELED ON THE SITE PLAN. 'NO PARKING' SIGNS SHALL BE
INSTALELD IN THE REMAINING ARES.
16. VDOT WILL NOT MAINTAIN SIGHT DISTANCE FOR PRIVATE STREETS OR ENTRANCE.
VDOT NOTES:
1. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM
FLOODING OR DAMAGE.
2. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING ROADWAYS THAT
HAVE BEEN ACCEPTED BY VDOT. CURRENTLY, THE EXISTING ROADWAY INTERSECTIONS FOR THIS PORTION OF THE
DEVELOPMENT ARE UNDER CONSTRUCTION AND HAVE NOT YET BEEN ACCEPTED BY VDOT. THERE IS ALREADY A MOT PLAN
APPROVED FOR THE IMPROVEMENTS ASSOCIATED WITH ROUTE 20.
3. IF A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED FOR THE SITE PLAN PORTION OF THIS PROJECT, THEN IT SHALL BE
PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED
ON THE TMP SUBMITTAL.
REZONING PLAN
REZONING PLAN
PROPOSED
PROPOSED
PROPOSED
PROPOSED
REZONING PLAN
REZONING PLAN
BLOCKID
MAX. ALLOWABLE
PROPOSED
DEVELOPMENT
DEVELOPMENT
DEVELOPMENT
DEVELOPMENT
ACREAGE
PROPOSED USE
UNITS
UNITS
ACREAGE(max.)
USE
MAX. ALLOWABLE UNITS
PLANNEDUNITS
RESIDENTIAL
RESIDENTIAL
1
2.2 AC
12
12
2.20 AC
14
14
(SFD &SFA)
(SFD)
RESIDENTIAL
RESIDENTIAL
2
0.95 AC
8
8
0.86 AC
7
7
(SFD,SFA,TH)SFD
SFA TH
RESIDENTIAL
RESIDENTIAL
3
0.76AC
30
10
O.80AC
9
9
(SFD,SFA,TH)
(SFA, TH)
RESIDENTIAL
RESIDENTIAL
4
1.65 AC
11
11
1.50 AC
30
30
(SFD &SFA)
(SFD)
RESIDENTIAL
RESIDENTIAL
5
1.43AC
11
11
1.33AC
30
30
(SFD &SFA)
(SFD)
RESIDENTIAL
RESIDENTIAL
6
0.81 AC
13
13
0.82AC
15
15
(SFD, SFA, TH)
(SFA, TH)
7
3.37 AC
OPEN SPACE
N/A
3.66 AC
OPEN SPACE
N/A
N/A
8
0.46AC
OPEN SPACE
N/A
0.46AC
OPEN SPACE
N/A
N/A
TOTAL
65
65
65
65
BLOCK/P ASE CHART - APPROVED WITH VARIATION #1 ON JUNE 15 2022 (SE202200221)
T.M.gi-ii
SCHOOL BOARD COUNTY OF
ALBEMARLE,VIRGINIA
D.B. 5258-620
D.B.1979-46 & 47 PLAT
T.M.g1-16D
SCOTTSVILLE ROAD HOLDINGS,LLC
C/O KAPPA SIGMA FRATERNITY
D.B.3257, PG.702
D.B.55o, PLAT 608
GRAPHIC SC
( IN I FEET )
1 inch 1= 50 m
vim,
rr
�lillll!IIIiE
GG
�lillilllil�
Grr
®lillilll!I�
®lillilllll�
®IIIIII�
PROPOSED '•/ •,
SWM FACILITY
T.M.gi-16A1
SCOTTSVILLE ROAD HOLDINGS,LLC
C/O KAPPA SIGMA FRATERNITY
D.B.3257, PG.702
D.B.io8o,173 PLAT
N39' / 00'59' W 242 1 Y ' • /
- S7 091429(N
\ _ ------ 2 4' /
/
0
1
/
/
w
of
6.32
25.43'
T.M.g1-28
WOOD, WENDELL W
DB.1727, PG. 674
k7
SCOTT7R. CDLLINS'Z
F-i
Lie. No. 035791,E
p0� 10/17/22�4
�L&InPL AT. 0e
�J
ti
CD
2
a-
I..L.
Q
06 z
Lu a
U)
J
O
Q
IZ-I J
IL J
I
a
W
LL o
ILL
F-
0 w
w
In
o_ In
JOB NO.
202194
SCALE
1" = 50'
SHEET NO.
3
a
:'
-IR'-
8'xio'
8'xao'
a
DECK
DECK
8'zao'
DECK
. I
zOVERa
zOVERa
20VERi
' SIDE SETBAC
PRIMARY
ENTRANCE
PRIMARY
ENTRANCE
PRIMARY
ENTRANCE
I
DRIVEWAYLa'
(2)L
I
DR
TYPICAL 2 OVER
1 UNIT
N.T.S.
PROPERTY
LINE
SIDE SETBACK
a
w
0
-----------
w
I O'x16'
10x16'
DECK
10'x16'
DECK
10'x16'
DECK
iCONDARY
DECK
22
22
SECONDARY
SECONDARY
ENTRANCE
SECONDARY
ENTRANCE
R
o ENTRANCE
N
ENTRANCE
LAUREL(M)
LAUREL(M)
LAUREL(M)
LAUREL(M)
' SIDE SETBACK
5 SIDE SETBACK
(1) CAR
(1) CA
(1) CA
(1) CA
GARAGE
GARAGEGARAGEGARAG
12'x20'
12'x
1 'x 0
N.
MIN.
MIN,
MIN.
OR
PORCF18,
oRc
P
IMARY
PRIMARY
EN
ANCES
L
NTRAN
MIN +
q•
E
RIGHT F WA
F— 8' MIN.' SETB'AGK. .CONC -
.
t'4 -r E25 MAX SETBACK
CG-6 CURB GG-' ��� cG-90 CG-90
PROPOSED ROADWAY
TYPICAL TOWNHOUSE UNIT
N.T.S.
5' SIDE
T.M.91-8B
T.M.91-10 9 �' COUNTY OF ALBEMARLE,V GI IA
COUNTY OF ALBEMARLE,VIRGINIA / , I / �'\\ D.B.1979-44,46 & 47 PL T
D.B.1979-44,46 & 47 PLAT PROPOSED VAR. WIDTH _ \
IN =' / / \ ADDITIONAL NOTES:
RETAINING WALL MAINTENANCE �
PROPOSED RETAINING WALL EASEMENT (D.B._, PG._) E G� A 1 �vPl I I - - 1 \ >- ' A THE 20' PROPOSED LANDSCAPE BUFFER SHALL BE LOCATED
/ L� CK// - I PROPOSED LOT LINE (TYP.)
SEE DESIGN ON SHEET , / -(P %N <zSE�aIK ,( I II I/ L - I' / \sg, WITHIN AN EASEMENT ON THE INDIVIDUAL LOTS. THIS BUFFER
ED R / � \ IS FOR THE DOUBLE FRONTAGE LOTS 1-4 ALONG MARIE CURIE
52 PROP 20 REP II / / / \ \ COURT AND GALAXIE FARM LANE.
r I LOT / / / \ ® BOTH UNITS LOCATED ON LOTS 23-26 SHALL BE AFFORDABLE
PROPOSED PUBLIC RIGHT-OF-WAY I I I / / \ DWELLING UNITS MEETING THE AFFORDABILITY \ \
TO EXTEND TO THE PROPERTY LINE FOR /�\ PROPOSED LOT LINE 7 /ory / / / \ / \ \ \ PROPOSED BUILDABLE AREA (TYP.) COUNTY DEFINED REQUIREMENTS AS STATED IN THE APPROVED PROFFERS. IN `
INTER -PARCEL CONNECTION TOTMP91-10 / �i I cc PRESERVED STEEP ADDITION, THE BOTTOM UNITS ON LOTS 22&27 SHALL ALSO
SLOPES (TYP.) BE AFFORDABLE DWELLING UNITS MEETING THE
LOT I / / / \ AFFORDABILITY REQUIREMENTS. THERE SHALL BE (io)
$ I III-�_ // LOT �\ kv AFFORDABLE UNITS TOTAL. v�
6 \ \ 0 THE SIX(6)PARKING SPACES ADJACENT TO LOTS 22-27 ARE
I o \ \ - ✓ �� / RESERVED FOR THE ACCESSORY LOWER LEVEL UNITS FOR
Ile
LOTS 22-27. ONE (i) PARKING SPACE IS ASSIGNED TO EACH
PROPOSED VDOT STD. v o _ - / / \' / \' , +i UNIT. THE UPPER LEVEL UNIT EACH HAVE TWO (2) SURFACE
NO PARKING' SIGN (R7-1) \� ' CO. y8, % 39
/ PARKING SPACES IN THE DRIVEWAY.
PROPOSED SIGN STATING STUB -OUT IS A _ \ \ � LOT \ /' - \ '
+ ri,i'r i,
SITE FOR A FUTURE ROADWAY CONNECTION
OPEN V'
V A LOT
SPACEC R \\\� 10'; /„ \ \PROPOSED '
(0.04AC) ++ , \oO\ PROPOSED VDOT STD.\ CONCRETE SIDEWALK.
RI ° \ NC. PROPOSED VDOT STD. • / \ \ > ,i+++ + i
/... , cj \ LOT \ \ �' 'NO PARKING' SIGN (R7-2)
• * ' S� \\ 11 C S PROPOSED VDOT STD. - - CG-gD ENTRANCE/ r O
( ' , _ \�yT \\ NO PARKING' (R7-1) �� \ \3r'FRONT- J / < \ LOT
(TYP.) \
ETBACK (TYP.) PROPOSED PUBLIC
RIGHT-OF-WAY(TYP.) $R
r
+
, +
12+00 _
(I LOT \ v EIP \� \��' i 400,R-I MARIE CURIE COURT
I I 12 \° 20 EP \ '-11+OC PROPOSED PUBLIC ROAD
I_ I 1 i r +i +'/i'ii OW'BRANCHiSTL2Ei\M+
o, o; p0
(49'PUBLIC RIVI) % + '
PROPOSED VDOT STD: >'+i+ '+/
CG-6 CURB (TYP.)
O-
I 10 \ PROPOSED VDOT STD. PROPOSED
/ VDOT STD. / 'y ro'✓ \\ \ C\\ \ \ I\ _ -'..,--� "1 I I\ I II \I _\'NO
_ PARKING'
ARKING' SIGN
� (R7�-1) OPEN
PEN i/',,
STOP SIGN (R1-1) PROPOSED 6'
PLANTING STRIP (TYP.) SPACED PROPOSED
83°kSTREETSIGN(1.25 AC)
ir+, •+
'
++
,
+i
+, '
0 3
PROPOSED VDOT �,
PROPOSED VDOT STD. 'NO PARKINGSIGLL03T oJCG-6 CURB (TYP.) A OT
2
PROJECT
\ \ _.�
C�o(P)VDOT STYD.LOTBOUNDARY LOT LOT
P� MGS GUARDRAIL PROPOSEDS'PRIMITIVE 3CONCRETE SIDEWALK 4 SYSTEM
ROPOSED
+ TRAIL,
SEE DETAIL SHEET io
i1+ \ ,\ \ I' PROPOSED RETAINING WALL , ' i ,++ \ > + +.(P)VDOT STD.
LOT PROPOSE I 01 \ \(. VAR. WIDTH SIGHT II I \ II y Q ,L�/ SEE DESIGN ON SHEET a ' , i i+ i+ ' +' ��>
+ ' MGS GUARDRAIL
I 1 VDOT STD.\F Z \ DISTANCE EASEMENT +
\ GO PROPOSED VDOT STD. \ II _ I\ I / .I• /, ' ' ' ',++ ii� ++'PROPOSED + i i' (� PROPOSED VDOT STD. i, SYSTEM
TWO (z) 8'xzo' PROPOSED I I 14 'NO PARKING' SIGN (R7-1) , • m 'NO PARKING' SIGN (R7-2) \ (D.B. PG. _) - I - - 4 - + , , ' , SPEED LIMIT SIGN (R2a)
ONSTREET PARALLEL I \ u \ - I II - ) \L ' '� / / ' PROPOSE VD AR. WIDTH , ' PROPOSED 4' , RIGHT OF -WAY +, _
PARKING SPACES o- I I I I w 1- --__-' I \ RETAINING WALL MAINTENANCE+' ` + i
I - �+'-\ PROPOSED _ , / + ,BIKE LANE - + O� PROPOSED Dv OT STD i',
PROPOSED 6' PROPOSED VDOT STD. ' + ,EASEMENT(D.B._,PG.i ) - STOP SIGN '
PLANTING STRIP (TYP.) STOP SIGN (R2-1) \ \ STREET SIGN PROPOSED zo' , ,
- __ - / \�������\ LANDSCAPEEASEMENT +�, ' ' /
TIE INTO EXISTING _ s i' PROPOSED (D.B. PG. i i ++ + ,+ ' PROPOSED
DRIVEWAY. CONSTRUCTION PROPOSEDVDOTSTD- ----� f� VDOT STD. i'
- - - - \ STREET SIGN, '
SHALL BE CONFINED TO THE PEED LIMIT SIGN (Rz-1) 12 -CG-1z (TYP.)- - - _ - - \ �': ,�j
SUBJECT PROPERTY & PUBLIC 2'
S •., 'r ' 4
' PROPOSED VDOT STD
RIGHT-OF-WAY, AS SHOWN. �� _ °--�-- ,. ... L � \
SPEED LIMIT SIGN (Rz-. 1) - N1LAN
a_ LA�EFAU 1CROA 3oo'R
84 P OSED H PUBLIC
...
TYPICAL TOWNHOUSE UNIT \GNt p\SSP= PROPOSE STD. V O PROPOSED
4 a _ __--- SIGHT DIST pHASEI m
N.T.S.
'NO PARKING' SIGN (R7-1)�CG-i2 (TYP.) PROPOSED-.w
_ - STREET SIGN `n do 3oo'R --� - ,P1VA EII + - PROPOSED VDOT STD.
_ PHASE LINE C( CURB (TYP.) ' j
PHASE LINE �' - >
• P CONC. ' - (P) VDOT STD.
5 S/W + SS ED RIMI1 0 -
PROPOSEDVDOTSTD.
THREE (3)1o'x18'PROPOSED , + pJ•iASEn OPEN ( ) o �p -7 /, PROPOSED S PRIMITIVE r + + , , ' i , y, • , V - _`- -
ONSTREET PERPENDICULAR g FR NT L T + ' ' ®o o ® (P) PATIO/ n I STOP SIGN (Ra-1) 9 , , �, PROPOSED VDOT STD.
__ NO PARKING'SIGN(R7-1) ,i+ '+ TRAIL, SEE DETAIL SHEET? + , , ' ' PROPOSED VDOT STD
PARKING SPACES SET SPACE B ' ,1 ® ® FIRE PIT -- i� I ;/ / PROPOSED VDOT STD.
i , i , NO PARKING' SIGN (R7-1)
a- _
PEED LIMIT - + OPEN , (TY.) � ( 44 ) , /h- S TSGN(Rz1)
' S4 � ^' S'REAR ' O. AC _ ® it i� / li' / �I b I ( J I r ' i'ii i +i, 'i , (P)GR-9 VDOT STD.:.
SPACE 10 SETBACK as I V o 2$, LOT PROPOSEDS NGLE FAM LY�+'+ + + GUARDRAIL TERMINAL .
(0. 12 AC) _ 75 (TYP.) (P)TOT p ' 1 �5 j - DETACHED HOUSE W/ +' ' +'� + }i, '
LOT LOT + I TWO CAR GARAGE (TYP.) 1 (P) GR 2 VDOT STD. GUARDRAIL,
a I - + n-J / / p • , ++ + ' EXISTING STREAM (TYP.) ' +, ' +,-' .t..; (INSTALLED AT 26:1 FLARE RATE) , Drl
O a ;, o ' ' PROPOSED r L �i+
rl
5z' 34' i8, o "= 55 o "' '+ + ', 'i �' ,MAIL KIOSK `----- �I I I i' +++z HIGH + I' r "'�_j, i:' ,i LENGTH=30'(INCLUDING TERMINAL)
a + I + ,il ++> i > ,
'DIAMOND PRO SEGMENTIED' l ii, 'iiii, TIE-IN I EXISTING 3'
22'F -F/C LOT r' , �* /O �` \ �l I I ' ,RETAINING WALL SYSTEM �10o WPO ,i 'i{+ ' ' ., ' '. - SCOTTSVILLE ROAD + ' MON
PROPOSED VDOT STD. p ,/gyp /� J; _ °'� ( ' ,COLOR:JAMES RIVER H BUFFER (TYPJ, ' +,(ROUTE 20) WITH MIN., + L
f CG-z CURB (TYPJ 56 u n ® '/!' a /in m� \ + + I +'+',i� , + 1:12TAPER; '
zo' F C EIP 0 ' / ' �,+ ' i+ / , /a
o ti
/ 0 / t Imo, CONNECT TO EXISTING
_ - - p 75 - / / / > '+', i' ', r' �PIEIJI ' ' ti ' ; +i , + GR 10 VDOT GUARDRAIL' ,
- -- — -- - o LOT / )i+' iR CE , ` + /
i+(DISTANCE OF GR-io GUARDRAIL
SIDE SETBACK
-- a o ' , / / / ' ' % ' IS 20 FROM CULVERT t'
w e
<`
_ V
^ LOT 1^ )'
______-. I�... a n , ' r TWO z xzo'PROPOSED , ' , ' , , , ', , , ', > ' , ' , ' , ' , ' + > 'i , ,{ + ,
57 / B
---- -- F a '� ONSTREET PARALLEL 16 / . ' + r
� Q w - 75 PROPOSED SIGHT / /\ PARKING SPACES / / +(� 4 ',i�'li' i ,i�,i',+' EXISTING BOX'
.. ' � r'i ... .>• � ' i, i' i, i' , �+>i' CULVERT'
Z>.a <° LOT 'DISTANCE EASEMENT 'ii ,
1 ,
- d> o 1'BEHIND SIGHT LINE
LOT '0 — 58
a n D.B. _,PG._ / `
o O 0 I 4' PROPOSED VDOT STD.
LOT O Q W II. a i / / .</ 3 / /i,i
2 „ w. - _ 7C / 'NO PARKING' SIGN (R7-1) '
5 I 53 > o <m LOT ossPNCE;18a / oo ��
m S - 51GN'C / x
PROPOSED VDOT STD. a 59 a0 n �� / ,\�
�.
STOP SIGN ° .9• \ °+i+ ++I,i , O J .r
- f �� PROP SED ACTIVE /go lr Q /
I REC EATIONAL 2 ppII ''++++'i�
PROPOSED VDOT STD. 27' RI -R/W �> / � _ OP N SPACE / �C�� %P � , / � \ \ � LOT++{+ �,'', ' - ''+�''' �
FRONT 'NO PARKING' SIGN(R7-1) _ I ' 75> �P ti t 1 /\\\\\ +',i' ',ri '++ + +
5 - - _, _ _ _ O PROPOSED 1z'x18'MIN..: .,�0\S �Z ,Y ♦ \ \\ \ 1] / ,�JQj/\�\\/i\�\\/��ix i' PROPOSEDiLOT LINE(TYP)'i�� Q�' /
TBACK (TYP.) - _ _ - O
6z - - + � DRIVEWAY (TYP.)
P VDOTSTD 63 PROPOSED VDOT
IA LIMIT SIGN(R2-, - 'NO PARKIN('SIGN (R7-1) / • 6- PLANTING F2B 9� /Q-�VVAAAA �`/ , ' ,+, �+
- STRIP TYP. \ y�.r V / /Q.Qi�Tvivvi/vvi ' v r + > ' +' ' , '� ✓
( ) 41�vvvv
17+00 PROPOSED ' / /' LOT .o\ \ / ��/� \\/i\T�/i \ 4'HIGH
VDOT STD. 0 \ L i / //\i` � � +
7oo'R / �+�C�/ \� \/ /\\� \/ \ 4
CG-1z(TYPJ 97 PROPOSED 15 °$, 26 \ \ �\J ',ii RETAINING WALL SYSTEM SEGMENTEDDIAMOND PRO '
STREETSIGN /.•. (P)VDOT STO. •ti`moo
+'
COLOR: JAMES RIVER
CG-9D ENTRANCE �� / LOT o`'.
PROPOSED VDOT d : `"\/\ \ .✓ \/i\�+ 'i + ', , ',�, ++�'i>, +''i, +'ii, i'ii+> i'i i /?`w
_ STD.CG12(TYP.) 16t 0/ PROPOSED VDOT STD. (TYP.)
CG-6 CURB (TYP.)zz' `\` �`' \/ \\/�/`\ +' ' +', '- +' /h•�
52— LOT \,PJ� oe�M1^ / \�j�\/,\\,/�/1N VDH
PROPOSED VDOT STD. �\`�\i \�•,
z� ,>�\�\\.\�\ 9a. 20 //�i�\!i,�./i +i�,j�; FACILITY (TYP.) iiii'i + O' HI
-STOP SIGN (R1-2) \ �E v vi/,.,'' (rj ,��
PROPOSED VDOT STD.LOT \'P oe* / �i�/\� '�� C��� + ' ' i ' ' i' ' '� il COW BRANCH.STREAMi, ,i �+, ' ''.:. ENT
'NO PARKING'SIGN(R7-1) z4'FI -FIC 2O� r \\ y/\�'��T\ \ \ / i +',i , ' , ' , 'ii, i'
�' �� r �' + , PROJECTiBOUNDARY +
(P)VDOT STD. ° ... B.* .v�r/vv�T,/ A P� e�T.ivl/v v�T�/i �j ' �,�� O- /
o,+ / 1 Q PROPOSED RETAIN INGWALL�'
SPEEDLIMIT I ., B-x * "\y\ \ \ \\\ ti Q
* B* y�i\y�/�' \� 6 /,/\ `1 �O SEE DESIGN ON SHEET
LOT LOT I SIGN(R2-1) e* B 0 I' `� / Z�v/ . /
7n i \Y/\'
ee
O \
i
2 -o _ 1$' I - m m r n�,. / �v v v/ PROPOSED o T i'I i, i' 28 O - m i / / �,
9 LOT L / / /v v Y
/ \
LOT /v/ v � % r
o r /
� LOT ,, vv�vv v/v�ii�/ tih, SWM FACILITY r , �'"�'
PROPOSED zo'EMERGENCYACCESS m + LOT LOT LOT 2 22 ,`��,i�ri' +ri'++ �' ++i'
AND BICYCLE & PEDESTRIAN ACCESS 2 4
EASEMENT (D.B.—,PG. —) 27 26 5
Pi BLACK RAIiLING /
1 L— O 4
— I --
I III
zUNIT5 2UNIT5 PROPOSED SINGLE FAMILY SEE SHEETS FOR EXISTING FENCE TO BE EXTENDED +
- 2UNITS zUNIT5 ATTACHED TOWNHOUSE W/ DETAILS , AND CONNECTED TO CREATEA , i' +, i' r i +'+`� '
,'
SIXEE10'X18'PROPOSED 10' m zUNIT5 ® ® ®' ' , ' ' - SINGLE CAR GARAGE (TYP.) :CONTINUOUS FENCE ALONG THE + +' ii,
-� ONSTREET PERPENDICULAR, I ® AP) AC UNITS WITH +i+ +i /
- - - - - ° s - - /�� �, ' SOUTHERN PROPERTY LINE. +'
PARKING SPACES ® 4 SCREENING FENCE r \ \/� i +FENCE
PROPOSED VDOT STD. (TYPICAL) - 3/\/\ /i\\A% , ii/iiiii i r i /
®' , + ' + ///\</ \\✓\ {.6' FINISH)
SE ( FOR DEL )
'NO PARKING
(R7-1) � i S,
SS
, FINISH) SEE SHEETS FOR DETAILS 30
2o' E/ -E/P - - '\ \ \ \\ \ '
❑ 28 22' 2 '\/lA �F/,
PROPOSED REMOVABLE BOLLARDS COMPATIBLE
WITH KNOX BOX LOCKING SYSTEM FOR FIRE RESCUE �COUNTY DEFINED MANAGED NOTE: PATIOS AND DECKS ARE
TO BE INSTALLED TO PREVENT VEHICULAR ACCESS "`(-i - - PROPOSED ASPHALT PARKING STEEP SLOPES (TYPJ -.l ALLOWED TO ENCROACH INTO TH E, JLi -- -------- ' • ' ,+' i, ' , ,i'(%j+'ii
LOT&EMERGENCY ACCESS,
:BUT STILL ALLOW ACCESS FOR EMERGENCY VEHICLES._ _ - - - - SETBACK A MAXIMUM OF 4'(TYP.)
_
SEE DETAIL SHEET7 SEE DETAIL SHEET? - - ' ' ' /
Cold /
P=/
.TIE-1 OEXISTING
S ATE RTE. 20,
S TTSVILLE ROAD
STA. io+oo
O �
O
TRANSITION CURB FROM CG-6
TO CG-7 AROUND RADIUS AT
ENTRANCE. MOUNTABLE
CG-7 CURB WITHIN SHY LINE
(8' FROM EDGE OF PAVEMENT)
PROPOSED VDOT STD. WP-2
MILL & OVERLAY. CONTRACTOR
TO MILL & OVERLAY ROUTE 20
TO THE CENTERLINE.
NOTE:
ALL MECHANICAL EQUIPMENT
SHALL BE SCREENED FROM THE
ENTRANCE CORRIDOR.
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
SCOTT /R. ODLLINS'Z
I --I
Lic. No. 035791
A 10/17/22
a
n
I�
6A
z
t`
M
ul
F-'
LL
/W
I..L
06
Lu
F�
U z
J J
zuj
H
�V)
L
i
Wl
H�
Xc
a
Q
CD
F-
LU
I w
w
0- ul)
JOB NO.
202194
SCALE
1" = 30'
SHEET NO.
4
>
T.M.91-8B
GENERAL UTILITY NOTES: T.M.91-10 \" COUNTY OF ALBEMARLE,V GI IA
1. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE COUNTY OF ALBEMARLE,VIRGINIA D.B,1979-44,46 & 47 PL T
DEDICATED TO ACSA FOR PUBLIC USE. D.B.1979-44,46 & 47 PLAT \
2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO
THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY
THE BUILDING DEPARTMENT. / / �r , 1 I I — I
LOT
7 I /// /// �/\�\ \\ `/ �+'it',', >•,+++•ya+
/ \V OT \VI I II I I / / v �� v �',+ �a++, f+•+ ••+
PROPOSED 8" G.V. & 8" TYPE A /� � / L' ' + + • ' +
BLOW -OFF ASSEMBLY J/ / \\ \ / y�,L �\ 8 \ I I LOT
a a >
j LOT \ ///
9
, LOT _ \\ // .._N \ \ 5'MIN HORIZONTAL SEPARATION
+SPAC,E Ct \ �� \ t-� \\ \ y2EQUIRED BETWEEN ACSA UTILITIES& > a
10 -� \ / STORM SEWER, AS j SHOWN. TYPICAL.
/ LOT / , A
�yA \ L \ PROP S D 6 CL.Sz NI r LOT
DIP WATERLINE, TYP. -- . / PROPOSED LOTi a ,
> /
_ f \ \\ 5 \V LINE, TYP. � `
++'
-
, >
"'� � \ PROPOSED8 SANITARY '., ° f I \\ I
,
;� 03 \ PROP SED WATER \ SEWER, TYP. „ p \ '>
w
SERVICE, TYP. " __I I a
'
n p \ 12+00 w " >
ii LOT \ �w
I p0 w w MA RIE CLIME 'IC
12 _] \ _ :... f �.. 11�" w w P OPOSE PUB IC ROAD I" % +' , "� ,
_ /
s �PROPOSQFF G.V &6'TYPE
(49 BLI R/W) iA B40W-QFF ASSEMBLY , /+ " / COW BRANCH STREAM ,
,,L I•_ — — \\ / MH12 ----PROPOSED 8'x6" .UREN COUNTY DEFINED3"
m _ — 6 s
TEE, (i) 6" G.V. ; Q O� /w' w _ i ' I \ PAC f� / PRESERVED STEEP
—1— AND (z)8"G.V. I \\ �v'c� w ,.�' I I\ (1. AC) \ SLQPf
H
S, TYP. , '
+ 1 •�> +
VARIABLE WIDTH ACSA I \ \ , '\ \ \ \ + t
I I LOT I \\ \\ / ' \ \+.SANITARY SEWER EASEMENT I \ M �••� 1 1 i
13 I \\ \ • / \ I - I ,_ \ \ 5 \ , " "TIE INTO EXISTINGSANITARYSEWER \ /
VARIABLEWIDTH PRIVATE SANITARY SEWER��\ s. ', 'PROPOSED 8"x6"TEE, 6" \\ \ I II I -� r' \ �\ % WITH PROPOSED DOGHOUSE MANHOLE" '
EASEMENT (EASEMENT LOCATED ON LOT 23 FOR _ \ G.V. &COMPLETE FIRE \ \ \ I LOT I I - _ __ --- \� / , +\ , + , + , . a
LOT iz's SANITARY SEWER LATERAL/SERVICE)_ I \ 5 r �� HYDRANTASSEMBLY \\ \I 2 RbP S�b i I �\\
I D.B.—PG._ \ I I PSANITARY SEWER
—LLB �LOT SERVICE LATERAL (TYP.)
_ VARIABLE IDTH ACSA— LOT I I \I LOT I, ' ri "
SANITARY SEWER EASEMENT �. \ \ \\ \I — II 3
MH13
\ \ io' PRIVATE SANITARY SEWER EASEMENT- MH-11 A
---- LOT \ \ Ci
\\\ 1 II (EASEMENT LOCATED IN OPEN SPACE FOR �' "�+ " , '++/++ 400001.
i+
I
i
\ 14 II� \ \ \� i \ LOT s SANITARY SEWER LATERAL/SERVICE a
I \ I / \ I II 4 D.B. PG. ) // • !zo ACSA SANITARY
1
+��++>" i+ SEWER EASEMENT
`p ,
+ , aD.B.�
P' C
, >
+ a +
,
, +
- - -- N
- K Q
---- �13+ CAA 1 D 12+00
POSED P B C RIW) Z
- 16+00 15+00 (( = 1
3
_ LAT R/AL 74 ter— — 14+00
(TYP.) — I s' M H 1
+ > a
+
01."MH-1A /
+
PHA
j PHASE II
, +
OPEN I. ? — / i
a
>
, a
---
\lom I -- , +>
,
PROPOSED 6" G.V. & 6" " '� R'^ LOT ' • , o a _ -7 , + > >
a , > +
I i >
. I
+
SPACE B ,
OPEN TYPEAMBLYBLOW-OFF + aP 54 ¢� ', PHASE LINE - (0.44 AC) ; I - l I I / \ �" a
J
ASSEMBLY o - e ® . I / / - i+"i' "TIE INTO EXISTING',
SPACE A a o0 0' LOT /
0.12 AC ' .15
/ ,j�i + SANITARY SEWER
, +
5
( > , > LOT I ai + , * I /_ _ //o , SIG
/ / +MH KAPPA
i' —PROPOSED (z) 5 p" a + M ice\--{ l l l / +�,++',
PROPOSED
BENDS Gi 5 +'a+'>{
Lu� •I n I +
PROPOSE�6"CL. 2DIP .. U.!3.SV — .i i. ,+�t'i+i
WATERLINE, TYP. S S w + + 9 / \ \ _ /� I, i>a"', i' +i' +' "'' "i' >+�"
a " LOT COUNTY DEFINED / / / \_ / / f ''�> i+ + +
r — �„ 56 d ", + , '+ ® MANAGED i>+' +
VARIABLE WIDTH PUBLIC ai+i'
ACSA EASEMENT SLOPES,
+ >
D.B.�PG. _ - wr '-'a '' "' �.• 3 • / / .._;/ \ , OPEN
< LOT ¢ M LOT / / ), + SPACE i
PROPOSED 8" CL. Sz DIP / 3 16 /
Z > H LOT MH2 VARIABLE WIDTH ACSA ;+', +` O
a
¢ " SANITY > PROJECT BOUNDARY,
ARYARSEWER EASEMENT '
v 58 a _ yt D.B. _ PG. _ TYP.
LOT a a PROPOSED8"
+
/ v v y " '+ ' A�'
LOT P� Q�
zz5° W/L BEND �+i' + �Q• O \(, �
LOT53 CL
( )SANPROPOSED B"x6"TEE, 6"¢
LATERAL
i',',>i,, i, i,+i++,i>++,'i+i,>>,i,ii• ,+'ai+++ai+',,i is ii +>aia "'+ ++i+ �O QQJ°�vQ�
59 a >, G.V. &COMPLETE FIRE
(TYP.) I n J - , +, HYDRANTASSEMBLY P. il �O /• �\ / /�\\ a,+"'' i iil"i'ii + '�, " ? �G C� \O
,
>
/"
—..-- —-: ,PROPOSED 8"x8"CROSS,' PROPOSED \\ LOT ` //\ .�\\\
--- 8"x6"REDUCER, (2)6" \ / ,I� i'I't+'++>>"+
G.V. AND (2) 8" G.V. 8.. 450 W/L ../ / \ ;COW BRANCHSTREAM
L
> , BEND
a �
r
wow % w / LOT \ , / y\i�\i,
�BUFFER,TYP.,
L T O
i
4H5 v�
+>
16+00
19
LOT
LOT
21
EXISTING SANITARY
SEWER, TYP.
LOT LOT�y�
_ I I I I MH4
L LATERAL
9 28 LOT
LOT LOT LOT C (TYP.)
PR POSED8"CL52DIP ; (P)SAN. LOT LOT 2 �3 22
WATERLINE, TYP. LATERAL 27 26 25 4
\ I _ _ _—
—
— — _ 1 ; zUNITS 3a> >; i
7O
x
UTILITY PLAN APPROVED UNDER SUB202--00179:
GALAXIE FARM ROAD AND UTILITY PLAN.
UTILITIES CURRENTLY UNDER CONSTRUCTION
a UNITS
20'PUBLIC ACSA I aUNITS zUNITS xUN1T5 �/
EASEMENT ® ® ® ®•, _ I++ + , .%a >+i \ + 'il>i'>' ' +,
\ f \ \ �/ \ +i'i'+ 0
A� \
%
0+00 1+00 1+1� �+ �'� a'� ����'' vv ++�'�'>''
EXISTING MAIN UN + ' ,
NOTE: A WATER CONNECTION CANNOT BE ESTABLISHED ON THE " " ' + i i'
UNTIL THE AVINITY ESTATES EASEMENT IS RECORDED. — '
> '
�'a ', ,
,
+
i
+ +
,
,
+
a '
+
1>
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 ft.
120
;COTTER. C15LLINS'Z
Lie. No. 035791 11�1
10/17/22 '471
Lu
Z�
z
M
o� Q
� W
LiJ CD oC
O
W0'-)
N
06
Z w
> V / Q
L9
O Q LL
z � z
Q LL J_
W"
ulLL
ZW
w
fit _
Xi
J
f-�•I
J � �
O O
CD
N
u
w Lu
w
Ln
JOB NO.
202194
SCALE
1" = 30'
SHEET NO.
5
Pipe No.
Size inches
Easement Width Required feet
Easement Width Provided feet
1
36
29.8
30
3
30
29.1
30
5
30
23.9
25
7
30
22.9
23
9
30
21.3
22
15
24
24.2
25
17
24
21.2
22
19
15
15.7
20
22A
24
15.8
20
21
15
15.7
20
23
24
21.4
Within SWM Esmt.
25
24
24.2
25
27
18
31.1
32
39
15
20.5
21
43
18
17.9
20
VYV�tU Mt tU br IW ���Do I
NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT E LNG WAL SOOBG 49813 ' F / /
IAM41NG PRO - 504 TV .
NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. 498 BIN - \ ' \
/ COLOR: BLUE RIDGE 498BG + ' PROPOSED 12" HD/PE YARD TH OF
PROPOSED 8"HDPE ARD // 502 TW 496 BW ' 1 ' ' DRAIN SYSTEM w/
DRAIN SYSTEM w/ id C 6 BG 49 l ' PRIVATE DRAINA E / (Kic.
i8"YARD DRAIN PRIVATE DRAINAGE` \EASEMENT.NOTE: WALLS 30" AND HIGHER SHALL REQUIRE A HANDRAIL TOp- 494 BW YD E /
49975 EASEMENT. - \ 7+ DB.PG.�INV.=498.z5 DB PG _ - -_ \ \ 9 ;' OTT R. LINS'Z/+ \ \ k COIyNTY DEFINE[% '--'"VARIABLE WIDTH WALL 500 TW Yp- g „ I I - - L \ � \ PRESERVED STEEP - No. 035791 .b
495 BG EJ/ 10�1]�22
&MAINTENANCE - I 1 I 1 \ SLOP S, TYP \ „o .�,•
CO-J C B SEMEENT YD- 494 BIN � `' \ I I \ ��� �O,t,�S G1 �
e C.o. 500 TIN ' ` \ I I LOT x /
` SION L El1 A
- TOP 5oz.33 � 495 B
INv.-495as/ YD_4D
�
ALL A - 94 BA
ISTA. 0+00 GAR=492.33
\ 500 TWL(�T\ PVC P -3 \ \ GAR=492.42 \ I I FFE=494.33 / /
499 BG �N \ �,� $ FFE=494.42
LOT `v /
494BW �� �� \ r� \ - / --- \
'Lice, 4.1 CO-!}C GAR=492.33
YD-4A \ �i I _-�� - FFE49433
�PROPOSED 18 YARD\. \, J�a90 6z -�_. �V / +' ' / /
DRAIN INLET, TYP._ \ ,•�- _ v/ A / ' TREE
49
LOT V "M -A++ OTECTION
GAR i490. A ��% j /
\ \ 9 FFE=494.50
� � / ' - 'FENCE
\� PROPOSE zz' A / - / / .4 4� �' +,,' ./` '.TYP. Z
PUBLIC DRAINAGE LOT \
/ C �� / 5
i ,
��'
EASEM, NT 1O GAR=49250 \ V / i fir' Ivj N. H N� L S ARATION 0 IRED BETWEEN
DB. �G.' FFE-494.50 i +Lu
\ 42 ACSA UT ITIES & STO AS SH6WN. TYPICAL. ' Z M
+ 0 9 o LOT GAR a91.9z / OT + o m �. \
FFE=493.92
. � - � --.- � " ---- /+i' / PROJECT
+ '
7.0 , \ / m - 491.13 \f \ ��'" GAk--491.9 I / ++ / ji ++ ' BOUNDARY, Z
\, _ ... - ` 1+2Ei . ,. \ �'+ ' / +� TYP. u �
/V/
\- $g - \ 492� 491.1 !}2 I D; "BSMT=3.75 \ /I + +3�i ++'+ Z Q
" �+
YD1E II GAR 493.33111 4.2% 49 5 r, 3 a, ; N " w b I _ �\ a If '+ " Z K
�' 1z+00 W % �• /'�L� i0o' WP + \ O
/ FFE493.67 A G �� �� + + + ' ' i ',++
A \ 490.1 4 s \ /.../ iHi i '� +�"+'•BLI B, ' " '",{+ _ H
LOT - / FE YP (/
12 \ 1 y1+oo W w w COURT J
1 L J 3$A 39 / -W- PROPO D U LIC ROD / �OW B ANCH'sTREY M ' ' ' ' FBI
/ a
SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX
WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF
6o LBS. PER ACRE, OR i LB PER i,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.)
- I
w
(49'
4
0
/ ' I W
O.
y/ i +
J ' y
/�"y ' ,/� ,,� A ,++ + :+.:
I \ 1 I \ \.. \\ �. \\ � 90:1' '.> � - Nwai I I\\ ;. ,>;... I •. \./'/
O \\ \ RO�O DV - l I I 4�09 •e 90 PROPOSE() SEGMENTED
+ �, y,+i'i�'''
s D.- CD-2 " \ > ' ' 'RETAINING WALL, + ✓✓✓i"' � ' ''ii ii''>> y,/CONTRACTOR SHALL EXTEND EXI TING "
PROPOSED zo \\
I \--� \ LOT \ \ )IAMOND PRO- ;- / ULVRTS SHALL BE "ii' CULVERT BENEATH RTE. zo WITH PRO
PRIVATE DRAINAGE 1 5% qg9, i�� 1 \ \ I / I I I I _ i \ _ ,�OR: BLUE RIDG / /
EASEMENT -. I I I�' I � 3 G{}R=491.00 1 3] � � \---' .�l � GAR=491.83, �� - .-\ �\. > '-�3� OUN RSUNK > � + ' �+ ' WIDENING. SEE PROFILE ON SHEE nFOR '
Tj�
DB._PG._ :.I I III I FFE=491-33 I ��\ \ \•.• ' �" \\ \ I _ LOT II I -1 'r== �� MINfMUM0 ''�' + SOFTHE'CULVERT ErNSION.''
_ = _ � / i. - \ \ I FFE-492.17 I I _y �+ + ' �� / 0• , ' + ' +
+ + ' DETAIL i i
5
2 II BSMT=484. 70 LI I V \ GA�=FE=449931. T OT GAR=492.694.67 -T SMT=4 .S0 3
Ncv \ \ I G R=489.67'll 6.5% 4$$.1 •' \\� (- - 11 I II -v- 3 \ 4 \ - 475
74
\ - FFF 90.00 11 - 3 �\ 6B - �� �'',I I / ' $
3 ., / vV A - PROPOSED 8" HDPE'ROOF/ '
PROPOSED i8" YARD \ \ / �// `. \ I FOUNDATION DRAIN w/zo' I ' ' / d�8 • ' +
DRAIN INLET, TYP. \ P OPOSED fSRAINAGE ' �� PRIVATEDRAINAGEEASEMENT \\ / l X �, ' ' 7b G '7
A 6A f_yJ. (z)PROP ED4B"'RCp�i>'��>> '
LOTS t /
\ �4 3 SYSTEM, TYP. 4- PG 4 / ' 480 T+' 4. 'BW /
' t -
YD, \ \ I \ I - - WALL B - STA. 0+ 0 \ - 76 BG/ / 64
1C \ \ I �C � I �6 `. � �`p 474 �K_i 470, 11- /�
"
Kvr�
+
+
+
+
+
1g - --
+
+
+
- 3
+
_ -
12+00
PROPO E A2 T �{ \
PROPOSED 8" HDPE ROOF/ I
FOUNDATION DRAIN PRO�@SED VD T / ST EW-i � / - Gj °s3 � � PUB CIC. W� - - -- [+
SYSTEM w/zo'PRIVATE STD. CD- 15+00 - i RI 1 I+ �\
DRAINAGE EASEMENT ROPOSED VDOT\. 16+00 / /` P e� p-(H _ _ J „
1$ STD. CD-i P -/ Z p M Z
PROPOSED VDOT----.- �-- , ,_ .. -
/ 47c
5TD. CD-z ' ' ' (� /
M
STD. CD-i J
1, - --- � - i 466
19 r
\
ROPOSED VDOT
\ -z - STD CD > M
22A -- - / 46g
r
20 F - + PHASE II � � - 3 .. � � - -- - - - - --- � - - - - -
�a _ _ W oC
� . (z) PROP SED 60" RCS � - - -- / � O O N
r
',i + " + > •q,,Dr /,^ GAR=487. - ) / + -- PROPO DVDO / o
zo' a LOT >.\%,�-I
' , ® ® .. __ FFE=489.00 /
NATE DRAINAGE >{ ,; 3. _ ,/• PROPOSED VDOT STD. EW-7 - - N
'I' z.7% � m +
EASEMENT YD-�B L IGAR=491 �/+ + + tb ."' + " '>�' +�' ,�' _ BSMT=478.83 / �/ / N • a RF A + � •� �,%�,q' "� � " PROPOS D P /
+ . + + + + " + as .9z 'I I / i ALL -ST/ �� / I
DB.PG FFE=491.OTS o \ ® LQT i A AGE ,
• ' d V I ® '"' I I lI cb� / - • EASEMENT C ROPOSED VDOT STD. EW j ` Q
+ ' w CO NTKDEFINED Ili a 1S/ / / > " 7�Z.b7 BG' + / - CULV L BE -,I " .. , T Ji
+ 5 9 <" LOT � , MA _, m I- __ _.b / , > 4]0 BWi �+, � + +•' a COUNTERSUNKA _ � ^<r
(--- -- 'I� VARIABLE WIDTH WALL / �: i "" >
(IGAR=49�. d I.. y. ' O S E �TYJ'.' 33. "" I &MAINTENANCE / , ',g72.67TW,r' MINIMUM OF 6" , , , , �+ ' GOLVERTS SHALL BEi a W
DRAIN INLET w/0z \ s FFE=491.00 55 o )I , L A " 0 - EASEMENT y ' - y "' ', COUNTERSUNKA Z W
H TYP \ ® I \ -�.'; 465. 7 BG / ' +\' + J. w
'� DB[ PG._ {' COW EtRANCH STREAM '{ MINIMUM OF 6"
PROPOSE o' � I �q2 .4� 466 7 BW / � ��' " + ?
PUBLIC DRAIN LOT R OSED 8 00 -' � +> � ++i'
.7 .t
_ EASEMENT r IGAR=4�bi a • �I ® DRAI YSTE I
FFE- 1`w. 56 a •' PRIV T�DRAIN E-+ ' _ / 47 .676G. - '/ PROPOSHDiSEGM>NT ii+ +•"
O 'i i + f ' - \ ' '
7 I a •.{ 1 , P D EME , + 3 48 ; � 6 �/ � � � / 47�0.67 $)N RETAINING WALL,' '�>� �' > i
• _, i � , P BLIC DR AG + 3 � � / � ti ' i 'y'' i' � I --•I
+ 'ii+
Q 2�% Em LOT `. , ' \ EMENT ', ' .qo - \ COLOR:�Uf i ' "a+ i ' ' i its � RAM
GAR-49 67 \' P _ / / , + ', 'i ' 'i'+"„-
,�i .. INTERMITT ST, /r
- ' i T- ' ' ~ GAR 487.0 i . \L
FFE=49100 57 d LOT '
PROPOSED 12" HDP•E- OOF, , g \ ` FFE 48Yi'' '
--- FOUNDATION DrRR�ppplN / BSMT=478i`j
' _off (• / O E VDOT l ' : i+ ' ' ' .Y + a ' v'� 'i` �'i' ii'i •+ ' / ��'�a� \ O ,,..,,//
/ PROPOSED zz" I Z > F- w r w. .SYSTEM w/ lo' P,1cu OVATE
CLEANOUT, YP. Q 2.7% wa LOT ' +\ DRAINAGE EASEMENT I \ ,,l l + ' ^�'' . ' '+ ' '' +i+
' +
%
_d �_ t IGAR=4967 ¢ _ ,j ROPO�ED VDOT \ �fi\ _ / " i
FFE=491`.0� 5$ d I DB. PG. / / %_.. w. a a I \ 29 4.:6 \ / /' + �.� JPROQDRAINAGE,IE' '+'" / / �� C
/ LOT 1� o t- „ ,�� STD. CD-z \ \ - / '+ ' v , , , ,� r �'' '>i+ yOSED i+-2t + , / ��O
LOT _ ,• PROPOSED ' ' 4 "" + Q'
"' +
2 - / / ,� PROPOSED RIPRAP LII)I D , ' + + ' " ' + 'EASEMENT
5 O.n I DRAIN INLET, TYP. - \ \ ' , 1 �' OUTFALLTOEXTEND
_______ __= 53 a- -- LOT - /� '/ PROPOSED 3o '
F95
AE-497.30 L -49'
O 2.`3% V + 1 / O _ 2 '
" + ,[ �-s / PUBLICDRAINAGE
GAfj-49340 d' GAR=49, b7 59 5 \ '/ �C /J� FF_.---- d 1t. EASEMENT,•, 0-- FEE= 9100 O YD-2 ' �I\/DB. PG. \ ,46;
PDSL VD iT"STD. ES-1 ''i'"i Q
rl E=495.40 �_- GAR=485.33 LOT / i'il+ - i�"+
/ FFE=485.67 '�i�ROPD'SWM FACILITY&
•�I i.� � P s DVD�6T�% // � \\ F
17 / ./ \/��� MAINTENANCE EASEMENT - ++ /' ,"'' ' / / / '� +• ,� /
494.35 �x - / t .• o.i/ i, 1� I d
a9z.as - r' 49 / 16 �' g/ \ \ \ / / �i\ \\, �; 4 LPG._ �� ' + " C o
�q
PROPOSED Bz'PUBLIC ,� /��j� ✓'-1 '"" 'i' ' "+i' >' +"+ii " �-
' '
2 _ ` 9y _DRAINAGE EASEMENT / ��i�ic / _(i TREE /
•QB. PG. iPROTECTION +
FENCE
w T71'P. ."7 'i' '�y'+�iii'i ,� , • J� / /
w. _� " 17+00 46A w / c 8 P°�• \ v ���, +
1 ' / 483 B + ., /
F / �� ,3 j �7s B�V
'
16+o0 44%� %v Q E 1/_� �+ + /
9 \
PROP95fD5E'GNjENT�D> ( /
., � • a 492.3 �5 � i i 26 / •".099. �+ J¢- � � /�\�\\� ioy �y, 6 .N 43.. \ \\\ Fp F8s �P' o`b+,° / �y�C ;' TAINING ALL',
�- LOT / \ RE W
tjIAM6NDPh0'-
N i� , / 83i ",COLOR! BI,,UE KIj)GE'
+ - - f- �I v A LO I g75
' +
GAR=494.83
FF�=495.17 I GI' AR=492.83 w :^ 48967 y8g.6j k688 a 4 'F, \ \ `\i JQ4� ''
k \ PROPOSED 25'PUBLIC
FFE=493.17 3. ••. R. \ \ r\
\ DRAINAGE EASEMENT
J
LOT
I I WIDTH PUB IC
I /
C�480
LOT
I
DRAINAGE
EASEMENT
+> 25
I
...
LOT
LOT;
-
\$
LOT
LOT
LOT
2�-
--22
v
1 1 1
vLOT
_ 25 -
4
FFE=496.33
- \
PROPOSED VDOT
•
2 7
26-
FFE=496.33
FFE=496.33
BSMT=486.43
FFE=485.77
//
,:
F
STD. CDF2
ie
FFE-497.0
FFE=497.0
BSMT=486.43
BSMT=486.43
j
\
I
BSMT=487.1
BSMT=487.1
zUNITS
zUNITs
5 /
23
_ PR
II
RCS
D VDOT STD. ES-1
L h- -
z UNITS 80T�--
//
\
8'
go
74
_
'
486 0+00
4
1+00
�• -H
1+75
- .I
6
El
R
P zz
PU1111 CiDRAINAGE
BENEATH PRIVATE ACCESS
ROP SED
DGT
PROPGSEp VQOT STD. ES J PROP
SEDz3'
`�(� PROPOSOFf-DRAI
nnFEl
PROPOSED zS
WALL -STA. +00
G,
l�l�
P#,4{1b-
EL
��,
4756W
t NT-
,° I^IFCTION
�,
-''
LOCATED WITHIN PRIVATE
D PG.,
SzWM �AOLI'T i+SEE W O>>i' i + + .T+
/ 202000037 AME E)Iv).i', "+i>'d+
FOR DIET ILS > "
COW BRANCH STREAM
/
j� /
,i
I i +
'I+
GRADING & DRAINAGE PLAN APPROVED UNDER
SUB202i-00i79: GALAXIE FARM ROAD AND
UTILITY PLAN. DRAINAGE INFRASTRUCTURE AND
UTILITIES CURRENTLY UNDER CONSTRUCTION
GRAPHIC SCALE
I, ... ..,... 7
1 inch = 30 ft.
U � �V
W ,n
i
� � z
ulLaL u
W u
Z w
x
\ -J
J W Q
IJ
O
O 0
N
u
Lu
w
w
In
JOB NO.
202194
SCALE
1" = 30'
SHEET NO.
6
ROAD SECTIONS APPROVED UNDER SUB2021-00179 GALAXIE FARM SUBDIVISION ROAD PLANS
OL
(PUNT DP P/A
FINISHED
GRADE)
..............■...■.............■■...n...■■■I
I■■■■■■■■■■■O■■uk■■■■■■■■■■■■■■■■■■■■■O■■��■■■■■■■■OI1....■...■
I
E
LSTRIP)
OR F
PUNTI
(TRAVEL
5'
TYPICAL STREET SECTION R W 0I PUBLIC ROAI> R/ff'
(CALAXIE F-4" LANE - STA. 10f00 TO 14f10)
25 MPH DESIGN SPEED
(SCALE'
c
(PUNT
OF
FINISHED
GRADE)
1/4": 1' 1/4": 1'
2.5
6 (COTS 4 10' 10'
J.NPNG CURB (SINE
STRIP) @ LANE) (TRAVEL LANE) (TRAVEL LANE)
fcuTTER) F/C 2F/C
7
R/W R/W NO ON -STREET
TYPICAL STREET SECTION- 5�2' PUBLIC ROAD R/fY PARKING ALONG
(GALAXIE FARff LANE - STA. 15f41 TO 16f48) ROADWAY
25 MPH DESIGN SPEED
(SCALE /' 5
C
(PUNT OF
FINISHED
GRADE)
1 L41 1/4": 1' 1 /4_:1'
zC-
zs
5' 6' 6' 4' 4'
OG-8
(CC-6 ( ( 10' 10'
YCREIE (PLANRxG CURB CN-SINGS (aME (DME CURB
:WAIN) STRIP) �� y �PARKING)T�� LANE)(TRAVEL LANE) 38 (TRAVEL LANE) LANE) � d,
R)I
UTTER) F/ 63'
TYPICAL STREET SECTION RiW 63' PUBLIC ROAD R/)F
(CALAXIE FARff LANE - STA. 16f48 TO 167L91)
25 MPH DESIGN SPEED
(SCALE' 1"=5%
Gil
(Pawl R/w
FINISHED
GRADE)F)
1/4":I'
NO ON -STREET
PARKING ALONG
ROADWAY
NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, AS
DENOTED WITH NO PARKING SIGNS. 'NO PARKING'
SIGNS SHALL BE PLACED EVERY 150' ALONG THE
PROPOSED ROAD AND CUL-DE-SAC AS SHOWN ON
THE PLAN LAYOUT SHEETS.
ON -STREET PARKING WILL NOT BE STRIPED ALONG
THE ROADWAYS.
2.5
4 (CG-6 6'
(BIKE CURB (PLANPNG
LANE) do STRIP)
cuT R
4":1'
5'
a
1/4": 1'
5'
Pavement Design
RF=
1.0
Location
ADT
HCV
Design
CBR
SSV
Dr
Surface
h
a
Base
In
a
Sub -base
h
a
ADT
Gala*Faun Lane
523
2
543
4
4
12.63
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
8
0.6
Marie Curie Court
104
2
124
4
4
7.49
SM-9.5
1.5
1.67
BM-25
1
1.67
21A
8
0.6
Mary Jackson Court
391
2
411
4
4
11.66
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
6
0.6
Rubin Vera Place
70
2
90
4
4
6.35
SM-9.5
LS
1.67
BM-25
1 1
1.67
21A
8
0.6
NOTE: P VEMENT DESIGN
FOR NEW SUBDIVISION
STREETS SHALL BE DEVELOPED USING
THE PAVEMENT DESIGN GUIDE
FOR SUBDIVISION AND
R0VIRGINIA AND MUST BE BASED ON
S\�
IN PLACE MATERIAL AT THE TIME
OF
CONSTRUCTION.
IPNE
OPEN LOT
LzT
as n
T r I___ I --L__ I --I___ x-�__ x-�__ _r -L a RT
Is
/ --
\ oT BT ___ LOL `58 _ 05 y6 LOT LOT
_ 5" -
rt��-L1 -
LOT
MARYJAUCSDN CONT-Lz
vURLIC)Rw
LDT ---� `ST - -1 `5, -� L� LOT __� Lo< -- • ,TT --) 5. 1 Lm LOT LET a. I
PROPOSED 1.5" SM-9.5A
SURFACE COURSE`_ PROPOSED Y' SMaa.o OVERLAY
PROPOSED 4' BM-25or EXISTING PAVEMENT
1' (Ca s 2.5 1' IFOR
EE PAVEMENT CHART
5' 6' ip ip 15 6' S' INTERMEDIATE COURSE�y
caxcRE (PLABRNG case Cuxe (PIANnrvc coxwETE
smEwAlxy STRIP) n (TRAVEL LANE) (TRAVEL LANE) a STRIP) vDEwAlx) PROPOSED 9.5" 21-B COMPACTED DEPTH OF EACH EXISTING STONE SUB-BASE
CUTTER) 24 CUTIER)I
F%49F/C AGGREGATEBASESECOURSE AVEMENTCOURSE COMPACTED SUBGRADE
COMPACTED SUBGRAD
R/W-ft/W\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ /
TYPICAL STREET SECTION - 49 PUBLIC ROAD R/fY PARKN-STREETONG v�wvvvNOTE: THISISAMINIMUM
/16fARY JACA-MV COURT & MARIE CURIE COURT) ROADWAY \ \// \ PAVEMENT DESIGN.
H OTOT
i
v
Le.
/ m
SCOTT R. LLINS,
`°' o
C si
i..> Lrc. No. 035791,E
- 10/17/22
mARIEcuRIE COURT
A V
PAEEE
G
LOTLOT
I _�..
q \ I
OPEN
ar \
n
// Z
EFATE
Lu
LOT
C , K/ O_ V)
a Ln
F J
/ w
P?e Lu J
/ P� O O
T 1.4V) m
e %f. w U)
f
14
' � � � � ;,- TRIP GENERATION CALCULATIONS �""�
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (zoTH EDITION) z 43 SINGLE FAMILY DETACHED UNITS (CODE 23.0) an,
i6 SINGLE FAMILY ATTACHED & TOWNHOUSE UNITS (CODE 220)
I -
ADT: 523 VPD (261 ENTER/ 262 EXIT)
- AM PEAK: 39 VPH (io ENTER/ 29 EXIT)
- PM PEAK: 52 VPH (32 ENTER/ 20 EXIT)
25 MPH DESJCN SPEED ASPHALT PAVEMENT
(SCALE>"=5J ASPHALT PAVING - TAPER ALONG ROUTE 20 SECTION SHALL MATCH THE ASPHALT PAVING - MILL/OVERLAY ALONG ROUTE 20
C% NO SCALE EXISTING PAVEMENT NO SCALE
R/w (PUNT DE R/w SECTION ALONG ROUTE ao
FINISHED
GRADE)
1 /4":1' 1 /4 1
_y PROPOSED 2.5"-2" SM-B.SA PROPOSE
SURFACE COURSE`_ SURFAI
PROPOSED i'-3" BM-25 20.5" TO 22.5".
2.5 25 INTERMEDIATE COURSE SEE PAVEMENT CHART PROPOI
5 6 I _ _ I _ 10' 10' (cD-c _ I _ 6' 5' 1' PROPOSED ATE z2-A BA'.
1 caxCRETE (P 61 cuxe +jl-`-�DN-�TREe,�T� cuae 'TI�(vwxnxc (coxavETE FOR DEPTH OF EACH
sm6wAlx) STRIP) n EARNINGS (TRAVEL LANE) (TRAVEL LANE) n sTRlv7 SIDEWALK) COMPACTED AGGREGATE BAS
I cuTTERt 30' DOTTERtI PAVEMENT COURSE
_ COURSE COMPACTED
F/5S/C COMPACTED SUBGRAD
TYPICAL STREET SECTION Riw 55' PUBLIC ROAD R%fY'vv������/iv��vv�/���xw/vwv/wv���/���/iwwwv
(,V,4RY JACICSON COURT - STA. 14 1 TO 13f49)
25 MPH DEd7CN SPEEo ASPHALT PAVING - PROPOSED PUBLIC/PRIVATE ROADS
(SCALE 1--5) NO SCALE
NTR/W (PUNT OF R/w NOTE
FINISHED
GRADE)
1 /4":1
3, 2.5
R) ip 10 �(cuxe 1•
STRIP) (TNAVEL LANE) (TRAVEL LANE) g
22' CUTTER
E/P7t/C
R/W 7R/W
TYPICAL ALLEY SECTION - 97' PRIVATE ROAD
(VERA RUBIN PLACE) NO ON -STREET
15 MPH DESECN SPEED PARKING ALONG
(SCALE 1' 5) ROADWAY
i. BASE COURSE - VDOT #22A OR #21B DEPENDING ON
ULTIMATE TRAFFIC LIMITS AND UNDERDRAINS.
2. INTERMEDIATE BASE COURSE MAY BE A 2" BINDER
COURSE - SEE PAVEMENT CHART FOR SPECIFIC ROADS
(VARIABLE WIDTH)
4" CONC.
NOTE.- 3, 000 PSI
AT 28 DAYS,
OR STRONGER
NK
y/
4" 21-A STONE BASE
ALBEMARLE COUNTY CONCRETE SIDEWALK
GENERAL CONSTRUCT/ON NOTES FOR STREETS
ROAD NOTES
GENERAL CONSTRUCTION NOTES NO SCALE
1. CONSTRUCTION INSPEC77ON OF ALL PROPOSED ROADS WITHIN THE
GRADING
DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR
1. THE LATEST EDI77ON OF THE ROAD & BRIDGE SPECIFICA770NS, THE ROAD &
MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT
BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTAT70N
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION
(296-5832) 48 HOURS IN ADVANCE OF THE START OF
SPECIFICAT70NS SHALL GOVERN THE MATERIAL AND CONSTRUCT70N METHODS
TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF
CONSTRUCTION.
OF THIS PROJECT.
TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS
2. UPON COMPLETION OF FINE GRADING AND PREPARA77ON OF THE
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED /N 774E ROADWAY, IT SHALL BE
OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL
ROADBED SUBGRADE THE CONTRACTOR SHALL HAVE CBR TESTS
REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE
GOVERN.
PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST
NECESSARY K17H SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE ENGINEER.
2. ALL MATERIALS AND CONSTRUCT70N METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND
RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED
STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT
FOR 7NE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT
DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED
SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED.
J. EROSION AND SILTAT70N CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
WITH THE TEST RESULTS FOR APPROVAL.
4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO
APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING
J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN
SHOULDER PRIOR TO THE CONSTRUCT70N OF THE SUBGRADE.
OR OTHER CONSTRUCTION.
THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS
DRAINAGE
5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE,
ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL
WATERCOURUR SE.
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE
LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCATION
RCP K17H A MINIMUM COVER OF ONE (1) FOOT.
6. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF
AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS
THE COUNTY ENGINEER, OR DESIGNEE, IT /S DEEMED NECESSARY IN ORDER TO STABILIZE A
TIME OF CONSTRUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED
INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.
DRAINAGE CHANNEL.
AT LOCA77ONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET
7 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
ENGINEER, OR DESIGNEE, IT /S DEEMED NECESSARY. WHEN GUARDRAIL
/N LENGTH AND HAVE A MIN/MUM DIAMETER OF FIFTEEN (15) INCHES AND
CONTROL DEVICES.
IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM
SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF
B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill.
THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY
TRANSPORTAT70N SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLAT70N MUST COMPLY WITH OSHA STANDARDS FOR
SHOULDER MOTHS SHALL BE INCREASED TO SEVEN (7) FEET.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE
THE CONSTRUCT70N INDUSTRY (29 CFR PART 1926).
5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL
SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A
DRIVEWAY ENTRANCES SHALL CONFORM TO VOOT CG-9(A, B OR C).
POINT DEEMED AS NATURAL WATER COURSE.
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS
6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL
DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.
PAVEMENT
THAT ARE PROPOSED TO BE STATE MAINTAINED:
7. COMPLIANCE WITH 774E MINIMUM PAVEMENT WIDTH SHOULDER WIDTH
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO 7NE
AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECT70N
PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE
I. INSTALLATION OFANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
DETAIL, SHALL BE STRICTLY ADHERED TO.
LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL
APPROVAL THE PROPOSED METHOD OF CORRECTION.
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED.
SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS
PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN
2• SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED
BEFORE BASE IS PLACED.
APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
TESTCOMREPORTS
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE
BASE MATERIALS.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH
RADA7O
MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR Ill PRIOR TO
THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND
PLACING AGGREGATE BASE.
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE
THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING
4. THE Q N75 PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE
ORDINANCE AND MANUAL.
T THAT T R THE COMPLETION OF THE
EVENT THAT THE SURFACE COURSE IS BEGINNING
COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.
10.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES
EVENT
THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE
V. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT
SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF
COURSE IS A LI
COURSE IS APPLIED PRIOR TO 60 DAYS 774E PUGMILL REQUIREMENT WILL
THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY
APPLY.
DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND
IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING
11.THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5
AGGREGATE BASE.
MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE.
MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR
PUBLIC ROADS.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE AND
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL
COMPACTION BEFORE SURFACE TREATMENT IS APPLIED.
12.VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE
7. PRIME COAT MUST BE APPLIED BASE MATERIAL PRIOR TO PLACEMENT OF
INSPECTION.
INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL
0
ASPHALT (PR/ME COAT RC-250 0.3 GAL./SQ. YD.).
TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OFTHE
PROFILES.
13.S VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO OR
9, ENCROACHMENT.' POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES
COUNTY INSPECTIONS THE VIDEO IO CONDUCTED
SHALL BE CONDUCTED
THAT DO NOT ENHANCE A ROAD WAY'S CAPACITY OR TRAFFIC SAFETY, SHALL
viii. FAI LU RE OF TH E CO NTRACTOR TO SCH EDU LE TH ES E I INS P ECTION S WI LL R EQU I R E AD DITIO NAL TESTI NG OF
S VIDEO CAMERA INSPECTION PROCEDURE
IN ACCORDANCE WITH CAMERA
NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES
SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF
THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE
AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
COUNTY
TRANSPORTA7ON MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY.
MAINTENANCE.
ASPHALT PAVING - PROPOSED DRI VEWA YS
NO SCALE
2_12
1YAC S-YOWL B
,YACTN S.OUE LE BY TRANSFER:5 REGID 3
,YACTVI ESACCENBIE BY RAMP: 0 RECI'rO
!L AOIIVI TYPE'. a 9�'D 2
3-4" HARDWOOD MULCH
OR2"STONE DUST
COMPACTED SUBGRAD _
PRIMI TI VE TRAIL WA Y
NO SCALE
NOTES:
D.. THE PEDESTRIAN WALKING TRAIL SHALL BE CONSTRUCTED TO THE"PRIMITIVE TRAIL
STANDARD SHOWN IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL, SECTION TH.
a. THE EXACT LOCATION OF THE PROPOSED EQUESTRIAN TRAIL SHALL BE FIELD DETERMINED
WITH REGARD FOR THE EXISTING NATURAL FEATURES.
3. THE TRAIL SHALL BE S'MIN. IN WIDTH WITH A SURFACE OF 3-4" HARDWOOD MULCH OR z"
STONE DUST. z" STONE DUST TO BE USED WITHIN ACCESS EASEMENT ON THE LOTS.
TOP 0
CURB
4"
NOTE: SEE SITE PLAN FOR UPDATED PLAYGROUND EQUIPMENT CONFIGURATION.
PLAYCOVER UMBRELLA 17,
STANDARD FABRIC
704672
-T2" R
6"
7"
VDOT 8, OR
STANDARD Ci E
#78 STONE
BASE
CURB & GUTTER UNDER CURB &
NO SCALE CHECKED BY VDOT
PRIOR TO PAVING
AND/OR BACKFILLING.
GROViI: 5,4
VA OPLAYACRNTIESACCE8B1lE BYTPANBFH2O REOD 0VATED
r
PLAY ACTryrtIES ACGESISLE BY RAMP:
0 P CUND
LEVEL ACTIVITY TYPE:
T REOD 0
UND LEVEL GVANTITY:
13REGD 0
14+
8' BELT SEAT
W/CHAINfDECK
8' INCLINED PLAYCOVER UMBRELLA 12',
2840CRAWLTUBE STANDARD FABRIC
FRICTION WEAR MAT7048738 714672
32' X 54' BLACK
994187BK
L-SLIDE
3.5"ARCH SWING 7049071(3 BAY) 8'BELT SEAT
MR0930 WICHAIN 7048135 BONGO JUNGLE
2840 BONGO CLIMBER ONLY
PERCH 7147865
C O FRI TI N WEAR MAT 2' VIPPY SEE SAW
32" X 54" BLACK 70(47721 7 EC 8021549
994167BK
TWISTED VINE
CLIMBER
70486725 TRANSFER
POINT CHAMELEON II FS SLIDE
360 DEG 5' BUBBLE 70485139 (5' PLATFORM)
TOT SEAT 8' DEC 704875 Q 4666701 WAVE WALKER
2990 5 9 HIPCUMSER
STOREFRONT PIROUETTE, RED 714613115
(BELOW DECK) 8027630
7047137E
W/RUBBER
WEAR MAT
LBRELLA R
UTWISTER CLIMBER HANDRING
GROOVE R 7048485 BRIDGE
STANNDARDDARD FABRIC SLIDE 7148645SR
704672 7048385
CHINNING 8AR
LUCKY LADY BUG 7148435
SPRING RIDER
960
LyLPY EGD� •
�d` 'ves BENCH WRACK V DIAMOND ING
`IPEMA MRSG303D BENCH W/BACK0 DIAMOND ING
c ERri Fi Eo BENCH WBACK 6' DIAMOND ING MRSG303D
MRSG303D PLAYCOVER UMBRELLA I2',
ASTM STANDARD FABRIC
F11487 • 714672 i ra d e
TO i1PLWK4uai cediiicaiiart
v 1 Pem ar9
Site Concepts L.L.C. R0098 44825423742 To promote safe and proper equipment use THE PLAY COMPONENTS IDENTIFIED IN THIS
by children. Miracle recommends the PLAN ARE IPEMA CERTIFIED. THE USE AND
PO Box 235 PHONE NO: (434) 823-2745 installation of either a Miracle safety sign or LAYOUT OF THESE COMPONENTS CONFORM
Crozet,VA FAX No: (434) 823-2749 _ COMPLIES TO ASTM/CPSC other appropriate safety signa a near each TO THE REQUIREMENTS OF ASTM F1487.
GROUND SPACE: 189'-6"x 460? playsystem's main entry point(gs) to inform
parents and supervisors of the age AN ENERGY ABSORBING PROTECTIVE SURFACE
PROTECTIVE AREA: 205'-G"x 5T-0" appropriateness of the playsystem and IS REQUIRED UNDER & AROUND ALL PLAY
orge DRAWN BY: GeNovey DATE: 9/02/2022 COMPLIES TO ADA general rules for safe play. SYSTEMS
0
z
M
rn Q
J
m �
I■I■I cv oC
W� �(
W
z
LU cn
J
J LU
0 < O
z� z�
Q LL_ V /
x LU
W " I �-
C O
H DC z
Ul
a
W 1 1 1
W L L
[-1
Un Un x`
J w J
J
O O
(V
IUU W
w
3- U=)
JOB NO.
202194
SCALE
AS SHOWN
SHEET NO.
7
Structure
Area
(Acres)
Cw
t,
(Min.)
24
0.00
0.90
5
26
0.00
0.90
5
28
0.62
0.50
5
30
0.16
0.70
8
32
0.12
0.50
5
34
0.08
0.70
5
36
0.27
0.45
5
36B
0.22
0.45
5
38
0.13
0.45
7
38B
0.05
0.50
5
40
0.19
0.50
5
42
0.02
0.45
5
42B
0.64
0.45
5
44
0.02
0.90
5
44B
0.15
0.65
5
46
0.27
0.45
5
46B
0.31
0.45
5
48
0.26
0.45
5
48B
0.22
0.45
5
50
0.26
0.45
5
50B
0.20
0.45
5
52
0.28
0.50
5
52B
0.30
0.50
5
YDI
6.66
0.20
23
COLA
0.00
0.90
5
YD2
0.36
0.35
10
Structure
Area
(Acres)
Cw
to
(Mn.)
YD3
0.08
0.40
5
YD3A
0.28
0.40
5
YD3B
0.28
0.40
5
YD3C
0.21
0.40
5
YD3D
0.15
0.40
5
YD3E
0.25
0.40
5
YD3F
0.12
0.40
10
YD4
0.10
0.50
6
YD4A
0.06
0.50
6
YD4B
0.06
0.50
6
C04C
0.00
0.90
5
YD4D
0.06
0.50
6
YD4E
0.08
0.50
6
C04F
0.00
0.90
5
C04G
0.00
0.90
5
YD4H
0.08
0.40
8
YD4I
0.19
0.40
7
12
0.62
0.50
6
14
0.28
0.90
5
RF24
0.06
0.90
5
RF44B
0.11
0.90
5
YD-5B
0.42
0.45
6
RF36B
0.04
0.90
5
YDIC
0.07
0.60
5
YDID
0.09
0.60
5
YDIE
1 0.04
1 0.50
1 5
■ Tc-9 min.
75' OF OLF w/ /
N A ELEV.-6'
YD-4H
\ ..• ' I WALLA-
STA. 3.W
06 BG
. ' 508 TW 498BG /
S9$BW
■6 500BG
�l8 �
Lie. No. 035791
10/17/22�4
,�SIONAL Sl �
98 498BW
5 45ws
\986
498BG 5
\ I YD-41 #1fiBG Z
494BW
/ LU
as4 YD-4E
/ - 2 _
1 5,BW -.
LLA- .
YD-4A
Tc=7 min.
/ 35' OF OLF
w/ A ELEV.-7'
pp
YD 1 E
1 -,
40
■ I
;
1
T \ �, ■ ■� -�1 w ♦���w
Tc-10 min. \ ■ �I
\ �Tak 90 OF CONC. FLOW w/ A ELEV. I15 \ ■ 6E
70' OF OLF w A ELE 4'
j YD1 D
■ ��� FOR OFFSITE RUNOFF, AND ■ ��
■ 1 \ \ CONTRIBUTING DRAINAGE AREAS ■
■ �' TO THE NORTHERN BYPASS I T -L min.-- y 1 3B
41*1� STORM SEWER, SEE 'DRAINAGE 6�' OF CLF - 1
■ I MAP FOR BYPASS STORM SEWER' Iw/ A ELEV. -
YD-46 ♦ / U LL
10 z
LU
Ice
co
tx
-w �l BUFFERjTYe
w CQ T I /
N ST EAM �
O TOP
RAI GE so `
/ � N
p
4j8
480 TW 474 g4V
76 BG /' ( 1 4�
■ �� �, Te-7-1 min. ��E- YD1C
■ 30' OF CONC. FLOW w/ AXLEV 1
�.
5TA.0«OU 100 of OLF A FLEv 5' � � --■ - - - - � �-� � pNf 14 ♦
son 4P
526B6 ■ ■ � � qw
40
IMF lei
_ -
- - 508 _- _ _- TA 4130 G __---- • ', M
�
.� - - �BW ♦ 28 TW 526 TW *�� 512 � 9004 G 504P
s2zBG- sz96G 3z4zv,� 3z� -
\ -- 520BW 518 BW 518BG 516BG TW 516TW 514 TW 51
.. r
51 G 510BG: 508BG 506BG 5058
S -- S140W - 2�BW SIDB 508 BW 5068W 504 MoK5 ,p��
-\ � ■ \. � WALL[-SJ _ - __-
wLLFZ6A. i� �, �•
-SFA.O 0 / \ .J
_ MM
5' F0Fw/ A LEV. % .IZ / w W
YD-3D a !, ^ / 4 W �� \ IN
-36 YD-3 YD-3. - 3 E- i �� �. / INTERMITTENT
o �/
_ - --- - t / / TERM LL
I �_ J ;- _ - -�_ 3 t _ 3 } _ - 1�. / / �� STREAM s ,��'
CIA
-
" 06
STREAM z W
°
W 52E
W 446 - w.. SON QURT
-
3LTWWWWWW
tK- ARYJAYD-1 -T-
C/]
-� � 3B �J /
i
l
h �I
� 58 / LU
75 Br
5
z
Ilpp
�
_ 11
Lj-- Z�--- 1�7F7,� 1� ��R sROOF OPD AINA E 0
J f I I �
J9 i - 484
a86Bw
ig- + �1 +00- +I75
I
WALL E- "i - - WALL 5TA.000 Uli LL
,
I^
5 9 S ITA
10_1`)(1 7 Z�
G C p l C0-1 \ �- M 9 M �- M w 49oi ' a9oe - s S i� ash_ - �S S S O /// /� ^/</ WLU
-090 _
484 Bw , - --j 1 � M 'IY+_ \IVf IV,I � _aa8kA M / / \ 1:4
M
��AAAA
FOR OFF ITE RUNOFF, AND-
- CONTI TING DRAWAGE R�
TOTffE SOUTHERN BYPASS 4
ST-Q�M SEWER, SEE'DRAINAGE
MAP FOR BYPASS -STORM SEWER'
� o
fV
-- / DRAINAGE PLAN APPROVED UNDER
SUB2021-00179: GALAXIE FARM ROAD AND
UTILITY PLAN. DRAINAGE INFRASTRUCTURE AND G
Lu
UTILITIES CURRENTLY UNDER CONSTRUCTION 0 Lij
i A O JOB NO.
f_
GRAPHIC SCALE 202194
\ /
in / / / / SCALE
// 59 9 zs 59 99 - z90
/ 111 = 50'
SHEET NO.
� � \ � � � � � � � � � •' /( / �� / / � � ( IN FEET )
I inch = 50 ft. 8
---------------
PIPE DESIGN
n = 0.013 for RCP n = 0.01 for HDPE
Pipe
Hydrology
Pipe
T
rn
TE
N
2
v
W
2
9 9 C
N
W
m E
m c E w 'S E
c o Y E m m
o c % E
¢
Q U U U 1 - U 5
v
^ U N C
m c
c o �p @@ E 45
a m L = m m
E w o > E
° 2 rq O LL > LL K
Pipe run: Sir. 52B-SWM Facility
52B
52
0.30
0.50
0.150
0.150
5.00
6.67
1.00
1.00
512.25
512.11
27.8
0.01
0.0050
15
4.95
3.13
0.15
52
50B
0.28
0.50
0.140
0.290
5.15
6.62
0.93
1.92
512.01
501.00
147.8
0.01
0.0745
15
19.10
9.85
0.25
50B
50
0.20
0.45
0.090
0,380
5.40
6.54
0.59
2.49
500.90
500.76
27.8
0.01
0,0050
15
4.95
4.03
0.12
50
48
0.26
0.45
0.117
0.497
5.51
6.50
0.76
3.23
600.66
492.75
159.3
0.01
0.0496
15
15.59
9.86
0.27
48
468
0.26
0.45
0.117
1.261
15.09
4.53
0.53
5.72
490.97
485.50
189.3
0.01
0.0289
15
11.90
9.52
0.33
46B
46
0.31
0.45
0A40
1.590
15.42
4.49
0.63
7.14
484.40
484A9
28.4
0.01
0.0075
18
9.86
6.07
0.08
46
44
0.27
0.45
0.122
1,711
15.50
4.48
0.54
1 7.66
483.17
481.42
68.4
1 0.01
0.0256
18
18.21
9.83
0.12
44
26
0.02
0.90
0.018
2,042
15.62
4.46
0.08
9.11
480.45
477.50
130.9
1 0.01
0,0225
18
17.07
1 9.74
0.22
26
24
0.00
0.90
0.000
3.726
15.84
4.44
0.00
16.52
472.27
470.60
100.7
0.01
0.0166
24
31.58
10.13
0.17
24
SWM
0.00
0.90
0.000
3.726
16.01
4.41
0.00
16.52
470.50
470.25
20.8
0.01
0.0121
24
26.96
8.98
0.D4
Pipe run: Sir. 48B - Sir. 48
48B 1 48 0.22 0.45 0.099 0.099 5.00 6.67 0.66 0.66 491.86 491.72 27.9 0.01 0.0050 15 4.95 2.76 0.17
Pipe nun: Sir. 44B - Sir. 44
44B 1 44 0.15 0.65 0.098 0.313 7.25 6.00 0.59 1.88 482.00 481.55 27.9 0.01 0.0162 15 8.91 5.74 0.08
Pipe nm: Sir. 42B - Sir. 26
42B
42
0.64
0.45
0.288
0.390
8.71
5.65
1.63
2.20
483.83
482.93
144.6
0.01
0.0062
15
5.51
4.20
0.57
42
40
0.02
0.45
0.009
0.509
9.28
5.52
0.05
2.81
482.83
482.27
90.5
0.01
0.0062
15
5.51
4.49
0.34
40
388
0.19
0.50
0.095
0.604
9.62
5.45
0.52
3.29
482.17
481.93
35A
0.01
0.0068
15
5.77
4.85
0.12
38B
38
0.05
0.50
0.025
0.705
9.74
5.42
0.14
3.82
481.83
481.60
29.0
0.01
0.0079
15
6.22
5.30
0.09
38
36
0.13
0.45
0.059
0.764
9.83
5.41
0.32
4.13
481.50
480.50
109.5
0.01
0.0091
15
6.68
5.69
0.32
36
34
0.27
0.45
0.122
1.020
10.15
5.34
0.65
5.45
480.08
479AS
99.5
0.01
0.0063
18
9.03
5.35
0.31
34
32
0.08
0.70
0.056
1.076
10.46
5.28
0.30
5.68
479.35
479.02
59.1
0.01
0.0056
18
8.52
5.14
0.19
32
30
0.12
0.50
0.060
1,136
10.65
5.24
0.31
5.96
478.92
478.50
30.6
1 0.01
0,0137
18
13.32
7.27
0.07
30
28
0.16
0.70
0.112
1.374
10.72
5.23
0.59
7,19
477.50
477.31
27.8
0.01
0.0067
18
9.31
5.79
0.08
28
26
0.62
0.50
0.310
1 1.684
1 10.00
1 5.27
1 1.62
8.78
1 476.25
1 473.511
1 107.9
0.07
1 0.0247
1 18
1 17.88
10.03
1 0.18
Pipe run: Sir. 36B - Sir. 36
36B 1 36 0.22 0.45 0.099 0.135 5.61 6.47 0.64 0.87 480.41 480.20 28.1 0.01 0.0075 15 6.06 3.46 0.14
Pipe run: Sir. 14 - Out
14
1 12
0.28
0.90
0.252
0.252
5.00
6.67
1.68
1.68
463.86
463.00
35.7
0.01
0.0241
15
10.03
5.98
0.10
12
1 OUT
0.62
1 0.50
0.310
0.562
6.00
6.35
1.97
3.57
457.83
457.10
20.6
0.01
0.0355
15
12.17
8.60
0.04
Pipe run: Yard Drain #1 - Out
YD1
C01A
6.66
0.20
1.332
1.332
23.D0
3.70
4.93
4.93
514.50
511A0
149.7
0.01
0.0227
24
36.92
8.04
0.31
C01A
Ottr
0.00
0.90
0.000
1,332
23.31
3.67
0.00
4.93
511.00
496.00
130.6
0.01
0.1149
24
83.07
14.22
1 0.15
Pipe run: Yard Drain #2 - Sir. 30
YD2 30 1 0.36 0.35 0.126 0.126 10.00 5.37 0.68 0.68 480.75 480.00 42.0 0.01 0.0179 8 1.75 4.68 0.15
Pipe run: Yard Drain # 3F - Str. 48
YD3F
YD3E
0.12
0.40
0.048
0.048
10.00
5.37
0.26
0.26
522.33
520.83
58.1
0.01
0.0258
12
6.20
3.74
0.26
YD3E
YD3D
0.25
0.40
0.100
0.148
10.26
5.32
0.53
0.79
520.83
517.25
720.3
0.01
0.0050
12
2.72
2.96
4.05
YD3D
YD3C
0.15
0.40
0.060
0.208
14.31
4.64
0.28
0.97
517.25
513.D0
45.0
0.01
0.0945
12
11.86
9.01
0.08
YD3C
YD313
0.21
0.40
0.084
0.292
14.39
4.63
0.39
1.35
513.00
505.25
125.0
0.01
0.0620
12
9.61
8.57
0.24
YD313
YD3A
0.28
0.40
0.112
0.404
14.64
4.60
0.51
1.86
505.25
499.33
90.2
0.01
0.0656
12
9.89
9.59
0.16
YD3A
YD3
0.28
0.40
0.112
0.516
14.79
4.57
0.51
2.36
499.33
497.00
47.5
0.01
0.0491
12
8.55
9.18
0.09
YD3
48
0.08
0.40
0.032
0.548
14.88
4.56
0.15
1 2.50
1 497.00
494.25
98.0
1 0.01
1 0.0281
12
6.47
1 7.69
0.21
Pipe run: Yard Drain #4A - Str. 42
YD4A
YD4
0.06
0.50
0.030
0,030
6.00
6.35
1 0.19
1 0.19
1 489.25
488.75
52.0
1 0.01
0.0096
1 12
3.78
2.49
0.35
YD4
42
0.10
0.50
0.050
0.110
6.35
6.25
1 0.31
0.69
1 488.75
486.00
94.2
1 0.01
0.0292
1 12
6.60
5.32
0.30
Pipe run: Yard Drain Me -Yard Drain #4
YD4B YD4 1 0.06 0.50 0.030 0.030 6.00 6.35 0.19 0.19 489.25 488.75 52.0 0.01 0.0096 12 3.78 2.49 0.35
Pipe run: Yard Drain #4E - Str. 42B
YD4E
YD4D
1 0.08
0.50
0.040
0.040
6.00
6.35
0.25
0.25
489.67
489.00
30.9
0.01
0.0217
12
5.69
3.59
0.14
YD4D
C04C
0.06
0.50
0.030
0.102
8.41
5.72
0.17
0.58
489.00
487.75
53.9
0.01
0.0232
12
5.88
4.74
0.19
C04C
42B
0.00
0.90
0.000
0.102
8.59
5.67
0.00
0.58
487.75
485.50
42.1
0.01
0.0534
12
8.92
6.34
0.11
Pipe run: Yard Drain #4H -Yard Drain #4D
YD4H
C04G
1 0.08
1 0.40
0.032
0.032
8.00
5.81
0.19
1 0.19
495.75
487.00
60.6
1 0.01
0.1445
12
1 14.67
1 5.97
0.17
C04G
C04F
0.00
0.90
0.000
0.032
8.17
5.77
0.00
0.19
496.00
495.50
28.6
0.01
0.0175
12
5.10
3.07
0.16
C04F
YD4D
0.00
0.90
0.000
0.032
8.32
5.74
0.00
0.19
495.50
489.00
33.5
0.01
0.1941
12
17.01
6.92
0.08
Pipe nm: Yard Drain #5B - Str. 46B
YD-5B
RF6A
0.42
0.45
0.189
0.189
6.00
6.35
7.20
1.20
487.99
487.76
45.4
0.01
0.0050
12
2.73
3.35
0.23
RF6A
RF6
0.00
0.90
0.000
0.189
6.23
6.28
0.00
1.20
487.76
487.40
71.3
0.01
0.0050
12
2.73
3.35
0.35
RF6
46B
0.00
0.90
0.000
0.189
6.58
6.18
0.00
1.20
487.40
487.25
29.8
0.01
0.0050
12
2.73
3.35
0.15
Pipe run: Yard Drain #1E - Str. 44B
YD7E
YD1D
0.04
0.50
0.020
0.020
5.00
6.67
0.13
0.13
489.75
486.75
99.4
0.01
0.0302
12
6.71
3.20
0.52
YD1D
YD1C
0.09
0.60
0.054
0.074
5.52
6.50
0.35
0.48
486.75
485.41
47.9
0.01
0.0280
12
6.46
4.75
0.17
YD1C
RF7B
0.07
0.60
0.042
0.116
5.68
6.45
0.27
0.75
485.41
485.07
68.3
0.01
0.0050
12
2.73
2.93
0.39
RF113
RF7A
0.00
0.90
0.000
0.116
6.07
6.33
0.00
0.75
485.07
484.87
40.5
0.01
0.0050
12
2.73
2.93
0.23
RF1A
RF1
0.00
0.90
0.000
0,116
6.30
6.26
0.00
0.75
484.87
484.33
107.7
0.01
0.0050
12
2.73
2.93
0.61
RF1
44B
0.06
0.90
0.054
0.170
6.92
6.09
0.33
1.04
484.33
484.131
64.8
0.01
0.0050
12
2.73
3.21
0.34
Pipe run: Yard Drain #4A - Str. 36B
RF4A
RF4
0.02
0.90
0.018
0.018
5.00
6.67
0.12
0.12
488.00
486.00
95.3
0.01
0.0210
8
1.90
3.03
0.52
RF4
36B
0.02
1 0.90
0.018
0.036
5.52
6.50
0.12
1 0.23
486.00
484.00
29.4
0.01
0,0679
8
1 3.41
1 5.45
0.09
Pipe nun: Yard Drain #5A - Str. 44B
RF5A
RF5
0.05
0.90
0.045
0.045
5.00
6.67
0.30
0.30
484.60
484.08
103.9
0.01
0.0050
8
0.93
2.36
0.73
RF5
44B
0.00
0.90
0.000
0.045
5.73
6.43
0.00
0.30
484.08
483.50
37.0
0.01
0.0157
8
1.64
3.51
0.18
Pipe run: Yard Drain #41 - Str. 38B
YD41
CO-J
1 0.19
0.40
0.076
1 0.076
7.00
6.07
0.46
0.46
498.25
495.75
77.0
1 0.01
0.0325
1 8
2.36
5.15
0.25
CO-J
3813
1 0.00
0.90
0.000
1 0.076
7.25
6.00
0.00
0.46
495.75
487.00
75.0
1 0.01
0.1167
1 8
4.47
8.11
0.15
INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH)
Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth)
Manninas Coefficient. n is 0.013
SC0TTIR. LLINSZ
^
w
U Lic. NO. 035791
s
�
g^
7
'Aa
o� 10/17/11 wQ
M
e
O�
e
A
V
t5
Ol
M
e
L
e
,j
S
tt'ssl
E�Ol
e12-
A
`m
m
e
a
<
ti
c¢i
ci
O
5
ui
w
3
v3i
rn
r
w
-d
a
Left
0.12
0.70
0.084
0.34
0.00
0.34
0.005
0.020
2
0.063
4.1500
5.05
0.88
Right
0.03
0.70
0.021
0.011
0.00
0.08
0.005
0.020
2
0.083
4.1500
3.00
0.98
combined flowl
0.42
1 0.07
0,155
3.56
STR 8 DI-3C 6.0
Left
0.49
0.62
0.304
1.22
1 0.00
1 1.22
0.005
1 0.020
2
0.083
1 4.1500
1 8.17
1 0.65
LeR
0.09
0.90
0.081
0.32
0.00
0,32
0.005
0.020
2
0.083
4.1500
4.98
0.88
Right
0.19
0.90
0.171
0.68
0.00
0.68
0.005
0.020
2
0.083
4.1500
6.59
0.77
STR 14 DF3C 8.0
combined flow
1.0
0.11 0.246 5.63
Left
0.06
0.90
0.054
0.22
0.00
0.22
0,005
0.020
2
0.083
4.1500
4.27
0.94
Z
g
Right
0.04
0.90
0.036
0.14
0.00
0.14
0.005
0.020
2
0.083
4.1500
3.67
1 0.97
STR 18 DI-3C 6.0
combined flow
0.4
O.Ofi 0.140 3.21
d
Left
0.25
0.50
0.125
0.50
0.00
0.50
0.005
0.020
2
0.083
4.1500
5.86
0.83
Z
u.I
N
(1)
Right
0.37
0.50
0.185
0.74
0.00
0.74
0.005
0.020
2
0.083
4.1500
6.78
0.75
STR 28 DI-3C 8.0
combined flow
1.2
0.13 0.282 6.46
d
Q
Le R
0.14
0.70
0.098
0.39
0.00
0.39
0.005
0.020
2
0.083
4.1500
5.35
0.86
U
1n
Z
W
Right
0.02
0.70
0.014
0.06
0.00
0.06
0.005
0.020
2
0.083
4.1500
2.58
0.99
STR 30 DI-3C 6.0
combined flow
0.4
0.07 0.162 3.72
0
Left
0.11
0.45
0.050
0.20
0.00
0.20
0,005
0.020
2
0,083
4,1500
4.14
0.94
O
Z
00
Right
0.16
0.45
0.072
0.29
0.00
0.29
0.005
0.020
2
0.083
4.1500
4.76
0.90
STR 36 DI-3C 6.0
combined flow
0.5
0.11 0.236 0.22
uy
^
(n
m
Left
0.15
0.50
0.075
0.30
0.00
0.30
0.005
0.020
2
0.063
4.1500
4.84
0.89
W
U)
Q
Right
0.14
0.50
0.070
0.28
0.00
0.28
0.005
0.020
2
1 0.083
1 4.1500
1 4.71
1 0.89
STR 40 DF3C 6.0
combined flow
0.6
0.09 0.193 4.42
H
Left
0.37
0.45
0.167
0.67
0.00
0.67
0.005
0,020
2
0,083
4.1500
6.52
0.78
z
Right
0.27
0.45
0.122
0.49
0.00
0.49
0.005
0.020
2
0.083
4.1500
5.79
0.84
STR 42B D43C 8.0
combined flow
1.2
0.12 0.269 6.15
Lij
All
0.16
0.65
0.104
0.42
0.00
0.42
0.005
0.020
2
0.083
4.1500
5.47
0.86
ce
STR 22B D438 6.0
combined flow
0.4
0.10 0.211 4.84
INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH)
Intensity 6.50 (Intensity is 4 inthr for spread, and 6.5 in/hr for capacity and depth)
Manninas Coefficient. n is 0.013
r
O B
u. >
m
In
Q U U C7 O U
s �
m y 0
o o c o
d 9
h N N h 1- W
m
c
-
A
c
ti a F- tt
Le
0.12
0.70
0.084
0.55
0.00
0.55
0.005
0.020
2
0.083
4.1500
6.05
0.82
Right
0.03
0.70
0.021
0.14
0.00
0.14
0.005
0.020
2
0.063
4.1500
3.80
0.88
STR 8 DI-3C 6.0
combined flow
0.68
0.10 0.215 4.92
Left
0.49
1 0.62
1 0.304
1.97
0.00
1.97
0.005
0.020
2
0.083
4.1500
9.80
0.59
Right
0.13
0.62
0.081
0.52
0.00
0.52
0.005
0.020
2
0.083
4.1500
5.96
1 0.83
STR 12 DI-3C 8.0
combined flow
2.5
0.21 0.450 10.31
Left
0.09
0.90
0.081
0.53
0.00
0.53
0.005
0.020
2
0.083
4.1500
5.97
0.81
Right
0.19
0.90
0.171
1.11
0.00
1A1
0.005
0.020
2
0.083
4.1500
7.90
0.67
STR 14 DI-3C 8.0
combined flow
1.6
0.16 0.340 1 7.78
Le R
0.06
0.90
0.054
0.35
0.00
0.35
0.005
0.020
2
0.083
4.1500
5.13
0.88
Right
0.04
0.90
0.036
0.23
0.00
0.23
0.005
0.020
2
0.083
4.1500
4.41
0.92
STR 18 DF3C 6.0
combined flow
0.6
0.09 0.194 4.44
Left
0.25
0.50
0.125
0.81
0.00
0.81
0.005
0.020
2
0.083
4.1500
7.03
0.74
Right
0.37
0.50
0.185
1.20
0.00
1.20
0.005
0.020
2
0.083
4.1500
8.14
0.67
STR 28 DI-3C 8.0
combined flow
2.0
0.18 0.390 8.93
Left
0.14
0.70
0.098
0.64
0.00
0.64
0.005
0.020
2
0.083
4.1500
6.41
0.78
Right
0.02
0.70
0.014
0.09
0.00
0.09
0.005
0.020
2
0.063
4.1500
3.09
0.99
STR 30 DI-3C 6.0
combined flow
0.7
0.10 0.224 5.14
Left
0.11
0.45
0.050
0.32
0.00
0.32
0.005
0.020
2
0,083
4.1500
4.96
0.88
Right
0.16
0.45
0.072
0.47
0.00
0.47
0.005
0.020
2
0.083
4.1500
5.71
0.84
STR 36 DI-3C 6.0
combined flow
0.8
0.11 0.236 0.22
Left
0.15
0.50
0.075
0.49
0.00
0.49
0.005
0.020
2
0,083
4,1500
5.80
0.83
Right
0.14
0.50
0.070
0.46
1 0.00
0.46
0.005
0.020
2
0.083
4.1500
5.65
0.84
STR 40 DI-3C 6.0
combined flow
0.9
0.12 0.266 6.11
Left
0.37
0.45
0.167
1.08
0.00
1.08
0.005
0.020
2
0,083
4.1500
7.82
0.71
Right
0.27
0.45
0.122
0.79
0.00
0.79
0.005
0.020
2
0.083
4.1500
6.95
0.75
STR 42B DI-3C 8.0
combined flow
1A
0.17 0.371 8.51
All
0.16
0.65
0.104
0.68
1 0.00
0.68
0.005
0.020
2
0.083
4.1500
6.56
0.79
STR 228 F D4313 T 6.0
combined Aow
0.7
0.13 0.292 6.69
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
Intensity
4.00
(Intensity is 4
in/hr for spread, and
6.5 in/hr for capacity and depth)
Intensity
6.50
(Intensity is 4
in/hr for spread, and
6.5 in/hr for capacity and depth)
Mannings Coefficient, n is 0.013
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
Inlet
Hydrology
Curb and Gutter
Inlet
3
m
m
N
c
C
U
O
a
U
N
c
p�
00
jR
o
N
m
y
O
02
N
N
tV
♦
d
W
v
06
x
r
N
W
N
0
L`i
W
0
N
C
V
W
1C
�'
V
0
'rn
m
V
y
U
V
#
rn
W
O`
U
`qr
N
P
C
m
o
$3
m
o
6
3
'm
3
5
w
o
g
�.
m
W
t0
>
p
6
�_
>o
0
0
C
C
0
U
r+
ry
C
r
;
"
n "T'
C
O
+
$
r
U
W
_%%
d
7i
N
C
N
X
q O
J
E
C
0
V
N
W
W
`J
C
X
d
2b
V
Y
C
O
OI
tl?,J
N
O
3
N
N
C
n
T
E
O
v0
l_`0
OI
f\I
y
`r
N
J
C
�.
E
pO
Q
pO16
9
1 >
J
d
V
U
d
O
O
rq
N
W
F
W
N
y
N
J
J
W
O
C1
V
K
tl >
J
Q
U
U
O
C.y
O
U!
N
N
H
W
N
J
J
W
a
C.y
U
K
18B
313
4.0
0.04
0.90
0.036
0.14
0.00
0.14
0.005
0.02
2
0.083
4.1500
3.67
0.92
3.5120
0.1463
0.1546
2.10
1.90
1.00
0.14
0.00
-
18B
38
4.0
0.04
0.90
0.036
0.23
0.00
0.23
0.005
0.02
2
0.083
4.1500
4.41
0.92
3,5120
0.1463
0.1546
2.58
1.55
1.00
0.23
0.00
-
20
3B
6.0
0.08
0.60
0.D48
0.19
0.00
0.19
0.025
0.02
2
0.083
4.1500
3.02
0.99
3.5120
0.1463
0.1649
3.71
1.62
1.00
0.19
0.00
-
20
3B
6.0
0.08
0.60
0.048
0.31
0.00
0.31
0.025
0.02
2
0.083
4.1500
3.62
0.97
3.5120
0.1463
0A619
4.60
1.30
1.00
0.31
0.00
-
22B
36
&0
0.19
0.75
0.143
0.57
0.00
0.57
0.020
0.02
2
0.083
4.1500
4.74
0.90
3.5120
0.1463
0A517
5.74
1.39
1.00
0.57
0.00
-
22B
38
8.0
0.19
0.75
0.143
0.93
0.00
0.93
0.020
0.02
2
0.083
4.1500
5.69
0.84
3.5120
0.1463
0.1429
7.30
1.10
1.00
0.93
0.00
-
32
3B
4.0
0.12
0.50
0.060
0.24
0.00
0.24
0.005
0.02
2
0.083
4.1500
4.45
0.88
3.5120
0.1463
0.1488
2.66
1.50
1.00
0.24
0.00
-
32
36
4.0
0.12
0.50
0.060
0.39
0.00
0.39
0.005
0.02
2
0.083
4.1500
5.34
0.88
3.5120
0.1463
0.1488
3.27
1.22
1.00
0.39
0.00
_
34
38
6.0
0.08
0.70
0.056
0.22
0.00
0.22
0.020
0.02
2
0.083
4.1500
3.34
0.95
3.5120
0.1463
0.1590
3.77
1.59
1.00
0.22
0.00
-
34
3B
6.0
0.08
0.70
0.056
0.36
0.00
0.36
0.020
0.02
2
0.083
4.1500
4.01
0.95
3.5120
0,1463
0.1590
4.62
1.30
1.00
0.36
0.00
-
366
38
6.0
0.22
OAS
0.099
0.40
0.00
0.40
0.005
0.02
2
0.083
4.1500
5.37
0.79
3.5120
0.1463
0.1356
3.48
1.73
1.00
0.40
0.00
-
36B
38
6.0
0.22
0.45
0.099
0.64
0.00
0.64
0.005
0.02
2
0.083
4.1500
6.44
0.79
3.5120
0.1463
0.1356
4.26
1.41
1.00
0.64
0.00
-
38
3B
6.0
0.13
0.45
0.059
0.23
0.00
0.23
0.049
0.02
2
0.083
4A500
2.87
0.98
3.5120
0.1463
0.1634
4.94
1.21
1.00
0.23
0.00
-
38
3B
&0
0.13
0.45
0.059
0.38
0.00
0.38
0.049
0.02
2
0.083
4.1500
3.44
0.98
3.5120
0.1463
0.1634
6.06
0.99
1.00
0.38
0.00
-
38B
3B
&0
0.05
0.50
0.025
0.10
0.00
0.10
0.049
0.02
2
0.083
4A500
2.09
0.99
3.5120
0.1463
0.1649
3.44
1.74
1.00
0.10
0.00
-
38B
38
6.0
0.05
0.50
0.025
0.16
0.00
0.16
0.049
0.02
2
0.083
4.1500
2.50
0.99
3.5120
0.1463
0.1649
4.22
1.42
1.00
0.16
0.00
-
42
36
1 4.0
1 0.02
0.45
0.009
0.04
0.00
0.04
0.005
0.02
2
0.083
4.1500
2.18
0.99
3.5120
0.1463
0.1649
1.13
3.54
1.00
0.04
0.00
-
42
3B
4.0
0.02
0.45
0.009
0.06
0.00
0.06
0.005
0.02
2
0.083
4.1500
2.62
0.99
3.5120
0.1463
0.1649
1.38
2.89
1.00
0.06
0.00
-
44
3B
4.0
0.02
0.90
0.018
0.07
0.00
0.07
0.037
0.02
2
0,083
4.1500
1.95
1.00
3,5120
0.1463
0.1663
2.74
1.46
1.00
0.07
0.00
-
44
36
4.0
0.02
0.90
0.018
0.12
0.00
0.12
0.037
0.02
2
0.083
4.1500
2.33
1.00
3.5120
0.1463
0.1663
3.36
1.19
1.00
0.12
0.00
-
44B
313
&0
0.17
0.65
0.111
0.44
0.08
0.52
0.037
0.02
2
0.083
4.1500
4.08
0.90
3.5120
0.1463
0.1517
6.63
1.21
1.00
0.44
0.00
-
44B
38
&0
0.17
0.65
0.111
0.72
0.27
0.99
0.037
0.02
2
0.083
4A500
5.19
0.90
3.5120
0.1463
0A517
8.69
0.92
1.00
0.72
0.00
-
46
313
8.0
0.27
0.45
0.122
0.49
0.00
0.49
0.038
0.02
2
0.083
4.1500
3.96
0.90
3.5120
0.1463
0.1517
6.51
1.23
1.00
0.49
0.00
-
46
36
8.0
0.27
0.45
0.122
0.79
0.00
0.79
0.038
0.02
2
0.083
4.1500
4.75
0.90
3.5120
0.1463
0.1517
7.98
1.00
1.00
0.79
0.00
-
46B
38
6.0
0.31
0.45
0.140
0.56
0.00
0.56
0.038
0.02
2
0.083
4.1500
4.17
0.89
3.5120
0.1463
0.1502
6.94
0.86
1.00
0.56
0.08
44B
46B
36
6.0
0.31
0.45
0.140
0.91
0.00
0.91
0.038
0.02
2
0,083
4.1500
5.01
0.89
3.5120
0,1463
0.1502
8.51
0.71
1.00
0.91
0.27
44B
48
3B
8.0
0.26
0.45
0.117
0.47
0.00
0.47
0.040
0.02
2
0.083
4.1500
3.87
0.90
3.5120
0.1463
0.1517
6.51
1.23
1.00
0.47
0.00
-
48
36
8.0
0.26
0.45
0.117
0.76
0.00
0.76
0.040
0.02
2
0.083
4.1500
4.64
0.90
3.5120
0.1463
0.1517
7.98
1.00
1.00
0.76
0.00
-
48B
38
8.0
0.22
0.45
0.099
0.40
0.00
0.40
0.040
0.02
2
0.083
4.1500
3.63
0.93
3.5120
0.1463
0A561
5.96
1.34
1.00
0.40
0.00
-
48B
3B
8.0
0.22
0.45
0.099
0.64
0.01
0.66
0.040
0.02
2
0,083
4.1500
4.40
0.93
3,5120
0,1463
0.1561
7.38
1.08
1.00
0.64
0.00
-
50
38
10.0
0.26
0.45
0.117
0.47
0.00
0.47
0.071
0.02
2
0.083
4.1500
3.47
0.95
3.5120
0.1463
0.1590
7.51
1.33
1.00
0.47
0.00
-
50
36
10.0
0.26
0.45
0.117
0.76
0.17
0.93
0.071
0.02
2
0.083
4.1500
4.50
0.95
3.5120
0.1463
0A590
10.05
1.00
1.00
0.76
0.00
-
50B
36
8.0
0.20
0.45
0.090
0.36
0.00
0.36
0.071
0.02
2
0.083
4A500
3.15
0.96
3,5120
0,1463
0.1605
6.69
1.20
1.00
0.36
0.00
-
50B
3B
8.0
0.20
0.45
0.090
0.59
0.00
0.59
0.071
0.02
2
0.083
4.1500
3.78
0.96
3.5120
0.1463
0.1605
8.21
0.97
1.00
0.59
0.01
48B
52
36
10.0
0.28
0.50
0.140
0.56
0.00
0.56
0.055
0.02
2
0.083
4.1500
3.90
0.90
3.5120
0.1483
0.1517
7.72
1.30
1.00
0.58
0.00
-
52
38
10.0
0.28
0.50
0.140
0.91
0.00
0.91
0.055
0.02
2
0.083
4.1500
4.68
0.90
3.5120
0.1463
0.1517
9.47
1.06
1.00
0.91
0.00
-
526
36
8.0
0.30
0.50
0.150
0.60
0.00
0.60
0.055
0.02
2
0.083
4.1500
4.00
0.90
3.5120
0.1463
0.1517
7.95
1.01
1.00
0.60
0.00
-
526
36
8.0
0.30
0.50
0.150
0.98
0.00
0.98
0.055
0.02
2
0.083
4.1500
4.80
0.90
3.5120
0.1463
0.1517
1 9.74
1 0.82
1 1.00
0.98
0.17
50
0
z
M
0 w
0
za
Q
W"
Ul
w
z
I..L
Q
LU z
O
U)
a
zo
L,L w
I Q
5 z
LLL
1-
Lu
W
O w
2
a cn
JOB NO.
202194
SCALE
N/A
SHEET NO.
9
BYPASS STORM SEWER
(NOTE: SEE PREVIOUS SHEET FOR INLET THROAT SIZING)
�TH 0F�
Tjj
O G,
SCOTT R. LINS�Z
Lic. No. 035791,E
�6 10/17/22 �4
o��SSIONAL EGOS
z
w
z
z
w
Z
O
U
`o
0
U
3
N
m
d
m
m
0
°
c
y
0
2
N
0
U
0
0
0
C
a
0
U
i
m
0
U
O
m
0
a
N
°
y
o
t
3
°
a
°
o
°
m
9
0
L
N
o
o
2
°
m
o
�
a
°
m
o
a
a
0
z
w
z
CD
w
J
o
U
o
0
a
U
X
t
m
Er
3
U
o
0
°
a
°
STRUCTURE
DRAIN
Z
O
M
V/
H
W
�/
i�
z
O
V
to
w
z
z
O
Di
w
Z
a
J
w
W)
J
z
z
,
J
m
7
J
Z
DesignYear: 10 Project: Galaxie Farm Job #: 202194 Prepared by: FGM, PE
E
O1UTLETWAfER,
SURFACE ELEV
MENEM.,,
JUNCTION LOSS>
I
I
N
N
0
y
l�
M
Cn
N
M
d
W N
O
01
WN
N
Z'
a
- --
W
zo
x
U
W
�W4
Z W
F y
J
O
N
U
010
z
J^
M
W
I:z
W
I_
U)
-J
z
�U�
LL
�/
Q
W
H
X
J
w
O
z°
z
<
c�
G
O
LLJ
<
z
Q
<
0
H
w
w
=
JOB NO.
202194
SCALE
N/A
SHEET NO.
AGE
DRAINAGE DESCRIPTIONS
PIPE INFORMATION
INLET INFORMATION
STIR. NO.
DIA.
in.
LENGTH*
ft.
SLOPE
%
INVERT
IN
INVERT
pUT
MATERIAL
INLET TYPE
Curb
Type
SLOT
LENGTH
RIM*
ELEVATION
COMMENTS
52B
DI-3B
CG6
8'
519.02
VDOTSTD. IS-1 REO'D
52A
15
27.80
0.50%
512.25
512.11
HDPE
52
DI-3B
CG6
10'
518.90
VDOTSTD. IS-1 REQ'D
51
15
147.76
7.45%
512.01
501.00
HDPE
506
DI-3B
CG6
8'
507.80
VDOTSTD. IS-1 RECPD
50A
15
27.83
0.50%
500.90
500.76
HDPE
50
DI-3B
CG6
8'
507.61
VDOTSTD. IS-1 REO'D
49
15
159.34
4.96%
500.66
492.75
HDPE
48
DI-3B
CG6
8'
498.78
VDOTSTD. IS-1 REO'D
47
15
189.29
2.89%
490.97
485.50
HDPE
46B
DI-3B
CG6
6'
491.55
VDOTSTD. IS-1 REO'D
46A
18
28.35
0.75%
484.40
484.19
HDPE
46
DI-3B
CG6
8'
491.37
VDOTSTD. IS-1 REO'D
45
18
68.38
2.56%
483.17
481.42
HDPE
44
DI-3B
CG6
4'
488.77
VDOTSTD. IS-1 REO'D
43
18
130.91
2.25%
480.45
477.50
HDPE
26
MH-1
-
-
486.19
VDOTSTD. IS-1 REQ'D
25
24
100.72
1.66%
472.27
470.60
HDPE
24
MH-1
-
-
479.42
VDOTSTD. IS-1 REO'D
23
24
20.76
1.21%
470.50
470.25
HDPE
486
DI-36
CG6
8'
498.82
VDOTSTD. IS-1 REO'D
48A
15
27.88
0.50%
491.86
491.72
HDPE
446
DI-3B
CG6
8'
488.76
VDOTSTD. IS-1 REQ'D
44A
15
27.86
1.62%
482.00
481.55
HDPE
42B
DI-3C
CG6
8'
489.85
VDOTSTD. IS-1 RECYD
42A
15
144.64
0.62%
483.83
482.93
HDPE
42
DI-3B
CG6
4'
491.03
VDOTSTD. IS-1 REO'D
41
15
90.53
0.62%
482.83
482.27
HDPE
40
DI-3C
CG6
6'
489.48
VDOTSTD. IS-1 REO'D
39
15
35.38
0.68%
482.17
481.93
HDPE
38B
DI-3B
CG6
6'
490.76
VDOTSTD. IS-1 REQ'D
38A
75
28.96
0.79%
481.83
481.60
HDPE
38
DI-3B
CG6
6'
490.76
VDOTSTD. IS-1 REQ'D
37
75
109.54
0.91%
481.50
480.50
HDPE
36
DI-3C
CG6
6'
487.17
VDOTSTD. IS-1 REO'D
35
18
99.52
0.63%
480.08
479.45
HDPE
34
DI-36
CG6
6'
485.75
VDOTSTD. IS-1 RECPD
33
18
59.13
0.56%
479.35
479.02
HDPE
32
DI-3B
CG6
4'
484.50
VDOTSTD. IS-1 REQ'D
31
18
30.63
1.37%
478.92
478.50
HDPE
30
DI-3B
CG6
6'
484.43
VDOTSTD. IS-1 REGPD
29
18
27.84
0.67%
477.50
477.31
HDPE
28
DI-3C
CG6
8'
484.43
VDOTSTD. IS-1 REO'D
27
18
107.93
2.47%
476.25
473.58
HDPE
366
DI-3B
CG6
6'
487.13
VDOTSTD. IS-1 RECID
36A
15
28.06
0.75%
480.41
480.20
HDPE
14
DI-3C
CG6
8'
470.75
VDOTSTD. IS-1 REQ'D
13
15
35.68
2.41°h
463.86
463.00
RCP3
12
DI-3C
CG6
8'
470.75
VDOTSTD. IS-1 REO'D
11
15
20.58
3.55%
457.83
457.10
RCP3
YD1
EW-1
-
517.67
YD1-001A
24
149.65
2.27%
514.50
511.10
HDPE
C01A
Cleanout
24"
516.25
C01A-OUT
24
130.60
11.49%
511.00
496.00
HDPE
YD2
Yard Drain Inlet
18"
483.00
YD2-30
8
42.00
1.79%
480.75
480.00
HDPE
YD3F
Yard Drain Inlet
18"
525.33
YD3F-YD3E
12
58.07
2.58%
522.33
520.83
HDPE
YD3E
Yard Drain Inlet
18"
523.83
YD3D-YD3D
12
720.30
0.50%
520.83
517.25
HDPE
YD3D
Yard Drain Inlet
18"
520.25
YD3D-YD3C
12
44.98
9.45%
517.25
513.00
HDPE
YD3C
Yard Drain Inlet
18"
516.00
YD3C-YD36
12
124.97
6.20%
513.00
505.25
HDPE
YD36
Yard Drain Inlet
18"
508.25
YD3B-YD3A
12
90.19
6.56%
505.25
499.33
HDPE
YD3A
Yard Drain Inlet
18"
502.33
YD3A-YD3
12
47.46
4.91%
499.33
497.00
HDPE
YD3
Yard Drain Inlet
18"
500.00
YD3-48
12
98.00
2.81%
497.00
494.25
HDPE
YD4A
Yard Drain Inlet
18"
492.25
YD4A-YD4
12
52.00
0.96%
489.25
488.75
HDPE
YD4
Yard Drain Inlet
18"
492.00
YD4-42
12
94.18
2.92%
488.75
486.00
HDPE
YD46
Yard Drain Inlet
18"
492.25
YD4B-YD4
12
52.00
0.96%
489.25
488.75
HDPE
YD4E
Yard Drain Inlet
18"
492.67
YD4E-YD4D
12
30.88
2.17%
489.67
489.00
HDPE
YD4D
Yard Drain Inlet
18"
492.00
YD4D-004C
12
53.91
2.32%
489.00
487.75
HDPE
C04C
Cleanout
12"
491.75
C04C-42B
12
42.12
5.34%
487.75
485.50
HDPE
YD4H
Yard Drain Inlet
18"
507.50
YD4H-004G
12
60.56
14.45%
495.75
487.00
HDPE
C04G
Cleanout
12"
505.75
C04GC04F
12
28.62
1.75%
496.00
495.50
HDPE
C04F
Cleanout
12"
503.00
C04F-YD4D
12
33.48
19.41%
495.50
489.00
HDPE
YD-5B
Yard Drain Inlet
18"
489.75
YD5B-RF6A
12
45.36
0.50%
487.99
487.76
HDPE
RF6A
Cleanout
12"
491.67
RF6A-RF6
12
71.34
0.50%
487.76
487.40
HDPE
RF6
Cleanout
12"
491.50
RF6-46B
12
29.79
0.50%
487.40
487.25
HDPE
YD1E
Yard Drain Inlet
W.
491.75
YD1E-YD1D
12
99.37
3.02%
489.75
486.75
HDPE
YD1D
Yard Drain Inlet
18"
488.75
YD1D-YD1C
12
47.85
2.80%
486.75
485.41
HDPE
YD1C
Yard Drain Inlet
18"
488.25
YD1C-RF1B
12
68.34
0.50%
485.41
485.07
HDPE
RF1B
Cleanout
12"
488.50
RF1B-RF1A
12
40.54
0.50%
485.07
484.87
HDPE
RF1A
Cleanout
12"
490.00
RF1A-RF1
12
107.73
0.50%
484.87
484.33
HDPE
RF1
Cleanout
12"
489.48
RF1-44B
12
64.79
0.50%
484.33
484.01
HDPE
RF4A
Cleanout
8"
489.50
RF4A-RF4
8
95.33
2.10%
488.00
486.00
HDPE
RF4
Cleanout
8"
488.00
RF4-36B
8
29.44
6.79%
486.00
484.00
HDPE
RF5A
Cleanout
8"
490.50
RF5A-RF5
8
103.89
0.50%
484.60
484.08
HDPE
RF5
Cleanout
8"
490.50
RF5-44B
8
36.98
1.57%
484.08
483.50
HDPE
YD41
Yard Drain Inlet
78"
499.75
YD41-COJ
8
77.00
3.25%
498.25
495.75
ADS
CGJ
Cleanout
8"
501.33
COJ-38B
8
75.00
11.67%
495.75
487.00
ADS
PIPE DESIGN
n = 0.013 for RCP
n = 0.01 for HDPE
Pipe
Hydrology
Pipe
>u
8
E
=
r
�
D
2
�
v
m
m
'c
�
u
B.
E
in
y
�
w
E
a
w
_
o
�
?
E
b
�
~
i'
j
C
b
m
Y
Y
L
N
O
m
$
E
>
�
E
(7
W
C
fn
�
LL
>
LL
LL'
Pipe run: ES-1 -Out
ES-1
8
15.80
0.55
8.560
8.580
17.00
4.29
38.83
45.70
484.80
479.50
297.1
0.01
0.0172
30
58.28
13.11
0.38
8
8
0.15
0.70
0.105
8.885
17.38
4.25
0.45
48.15
479.40
475.75
182.0
0.01
0.0225
30
88.65
14.84
0.18
6
4
1.11
0.35
0.368
9.074
17.56
4.23
1.84
47.78
475.65
474.74
51.9
0.01
0.0175
30
58.78
13.32
0.08
4
2
21.80
0.25
5.400
18.883
17.63
4.22
22.79
57.00
474.64
471.30
197.6
0.01
0.0189
30
57.77
13.41
0.25
2
OUT
0.00
0.45
0.000
23.483
17.87
4.18
0.00
77.83
488.60
466.25
36.0
0.01
0.0153
38
88.38
14.24
0.04
Pipe run: Str. 18C - Str. 4
18C
18
20.70
0.25
5.175
5.175
15.00
4.55
23.52
23.52
484.50
483.67
38.3
0.01
0.0217
24
36.10
12.18
0.05
16
16
0.10
0.90
0.090
5.409
15.05
4.54
0.41
24.55
481.89
477.44
181.1
0.01
0.0276
24
40.72
13.47
0.20
18
4
0.00
0.90
0.000
5.409
15.25
4.51
0.00
24.55
477.34
474.74
138.4
0.01
0.0188
24
33.60
11.65
0.20
Pipe run: Str. 188-Str. 18
188
18
0.04
0.90
0.038
0.036
5.00
6.67
0.24
0.24
483.71
461.98
47.9
0.01
0.0359
15
13.26
4.05
0.20
Pipe run: Str. 22B Slr. 18
228
20
0.08
0.75
0.080
0.080
5.00
6.67
0.40
0.40
482.92
482.64
24.7
0.01
0.0114
15
7.47
3.15
0.13
20
18
0.08
0.60
0.046
0.108
5.13
6.62
0.32
0.72
482.54
481.88
61.3
0.01
0.0080
15
8.84
3.52
0.28
---_-__-----
1 1 1
1 1
1 1 1
I l l
m
1 1 1
1 1 1
, ;®. ,
,• 1 1 1
MOO
DRAINAGE DESCRIPTIONS
STR.
NO.
PIPE INFORMATION
INLET INFORMATION
COMMENTS
DIA.
in.
LENGTH*
ft.
SLOPE
%
INVERT
IN
INVERT
OUT
MATERIAL
INLET
TYPE
Curb
Type
RIM*
ELEVATION
ES-1
ES-1
-
488.50
7
30
297.08
1.72%
484.60
479.50
HDPE
8
DI-3C
-
488.13
VDOTSTD. IS-1 REO'D
7
30
161.95
2.25%
479.40
475.75
HDPE
6
DI-7
-
483.00
VDOTSTD. IS-1 REO'D
5
30
51.94
1.75%
475.65
474.74
HDPE
4
MH-1
-
484.25
VDOTSTD. IS-1 REO'D
3
30
197.56
1.69%
474.64
471.30
HDPE
2
MH-1
-
477.00
VDOTSTD. IS-1 REO'D
1
36
36.02
1.53%
468.80
468.25
HDPE
18C
ES-1
-
488.11
VDOTSTD. IS-1 REO'D
18C-18
24
38.32
2.17%
484.50
483.67
HDPE
18
DI-3C
CG6
488.17
VDOTSTD. IS-1 REQ'D
17
24
161.06
2.76%
481.89
477.44
HDPE
16
MH-1
-
486.17
VDOTSTD. IS-1 REO'D
15
24
138.38
1.88%
477.34
474.74
HDPE
18B
DI-3B
CG6
488.08
VDOTSTD. IS-1 REO'D
18A
15
47.88
3.59%
483.71
481.99
HDPE
22B
DI-3B
CG6
490.00
VDOTSTD. IS-1 REO'D
22A
15
24.66
1.14%
482.92
482.64
HDPE
20
DI-3B
-
489.00
VDOTSTD. IS-1 REO'D
19
15
61.30
0.90%
482.54
481.99
HDPE
-OW PT. STA:17+io.37
LOW PT ELEV: 488.og
VERTICAL GRAPHIC SCALE
5 0 25 5 10
20
495
=0
485
475
470
465
46o
PVI STA:i
PVI ELEV
LV
BVCS: v
BVCE,
EVCS: i1
EVCE,
o
o
o PVI STA: 17+94.00 0
N o
N
r1
HIGH PT STA: i6+ z8 �
35.
o)
o
PVI ELEV:487.iz
00 �00
y-
HIGH PT ELEV:488.59 0
m
H
+
00
a K: z6.37 o
a
PVI STA:i5+58.86 +
't
Lij LVC: 220.00 H
', kD
PVI ELEV:489.47 H
u
w u
m u
W K:z3.58 u
m
w
m
Lu
LVC:zoo.00 m
4
EXISTING
GRAD
\
PRO
OSED
/
VDOT $TD.
CD
z
PROPOSED
0
W
N
VI STA:
13+5o.0
0
V
OT ST
. CD-1
\
Eli.
/1111cl
PROP
SED
\
+
a
K: 28.69
+
/
VDOT
STD. CD
.1
\\
N
v
LVC:
5o.00
H
N
/
YDiC-RFiB
\
W
m
OW P
ELEV:
70.70
\
w
m
w
O
PVI STA:
n+6
.00
o
7 4 god
o
PVI ELEV:
46
.72
PROPOSED-
+
K:
26.17
a
PROPOSED
" CL.
DI W/L
DOTS
D. CD-
"U
LV
: 146.o
W
E-IN
TO EX
STING
GALA>
IE FARM
LA
E
IN
ARYJAKSONCOURT
LL)
ki
m
N
P
OPOS
D
>
TA. 1
+04,
ELEV.
495.2C
ROAD
C
L
W
w
5O'
PRO
OSED
VDOT
STD. CD
i
GALA
IE FARM
LANE
C
STA.,
15+4
PROPOSED
MARY
JACK
ON COURT
/L, S
A. 12
27
VDOT STD.
CD
z
/
0
•2 0
i
i
xx
HIGH PT
STA: io+62.50
HIGH PT
ELEV:
.o
VI STA:3.0+75.00
j
VI ELE
:472.78
a8.8
i
VC:z5.
o
i
VCS: i
+62.50
VCE: 471.01
P
POSED
XISTIN
ROPOS
D
VCS:1
+87.50
HEADW4,LL
FOR
BADE ®
HEADWUL
LL FOR
VCE: 4
2.36
60" C
LVERTS
ROAD
C/L
48" CERTS
W W
O
CO
00
Ol
M 'i
N 00
Vl
Vl
p .t
n N
O
� 0cc
Vl
S
O
^ Ol
'i
Ql Ol
O
00
J J
y�
N
01
L!1
W
N
N
rN'1
N
N
n 00
O
fM'1
lD
0
M
Ol
00
V1
M
.t
to
n
.t
W W
�t 0)
Ol
'1 00
Ol
a) W
00
00 W
00
00 00
00
00
00
00
00
00 COd
OD 00
'1
W
n ^
n
d �D
n
N
n
ci
n
O 'D
n
O 0
n
4 w
n
M ^
n
.t
n
l7 l7
S
�T
�.
S
S
S
d
d
't
S
d
W W
19+50 19+00 18+5o 18+oo 17+50 17+00 16+5o 16+oo 15+50 15+00 14+50 14+00 13+50
GALAXI E FARM LANE
25 MPH DESIGN SPEED
500
PVI STA:21+24.o8
PVI ELEV:491.10
K:16.67
LVC:So.00
500
co
0
n
0 0o
0
°+m'
\\ °
m +
a
PROPOSED
EXISTING
495
ROAD C/L
GRADE
495
m
m
Cu
490
0%
1.00%
490
>+15.00
:488.9z
oOgb
PROPOSED
PROPOSED 6"
z CL
PROPOSED
TYPE
6"
B.O.
K:2.50
VDOT STD. CD
z
CL. 52 DI W/L
ASSEMBLY
C:10.00
)+20.00
8.02
485
485
1+20.00
489.02
PROPO
ED
48o
48o
8"x6" TEE, (i)
) COMPLETE
HYDRANTASSEMBL
ECOURT
)POSED
8"x6" TEE,
(i)
MARIE CURT
STA. 10+0
=
MARY JACK
/L, STA. 10
6" G.V.
& (2) 8"
G.V.
94
475
470
470
W Wj
JV
M
NO1
'p
CO
W
WW
lJ7
co
d
O101
mV1
O1O
.t
S
0)0
I
a)
S
O a)
S
Ol
°I
Ir
W W
9+50 10+00 10+50 11+00 11+50 12+00
MARIE CURIE COURT
25 MPH DESIGN SPEED
12+50 13+00
13+00 12+50 12+00 11+50 11+00 10+50
PVISTA:iz+5o.o0
PVI ELEV:490.40
K:25.o0
LVC:So.00
10+00 9+50
11
0
495
490
485
me
o
0
�n o
+ 0
�n 1b
PVI STA:10+72.50 N
a +
a d
PVI ELEV:488.i5 N
w N
Lii v~
K:iS.00 PVI STA:ii+84.17 L�
0 �
0
LVC:45.00 PVI ELEV:489.74 u
m u
w J
Soo K.3.33 m
w
500
0
m 0
LVC:
o.00
w
m m
ai BVCS: ii
79.17
Q
o
a ij o
BVCE:4
9.84
J
''
EVCS: 11
89.i7
u
m v
EVCE:
89.79
Q
495
m
W
PROPOSED
495
APPROXIMATE
1
VDOT ETD.
CD
z
L
CATION OF
PROPO
D 8"x8" CROSS
Q
EXISTING
012"
WITH AN
"x6" REDUCER,
Q
DIP W/L
(2) 8"
V. & (1) 6" G.V.
PROPOSED
1
C/L
490
i.00
.00%
.000
- / 490
\
'2 .0
PROPOSED
DOT STD. CD-
PROPOSED
PROPOSED 6"
r
-
�
CULVERT
VDOT STD. C
-2
CL. 2 DI W/L
S
i
�
�
z }
PROPOSED
485Ln
0' (DRNG.-W/L
VDOT STD. CD1485
AVINITY
ESTATES
EMER
ENCY ACCESS
/
9
r�PRSED8"
FILL,PPROXIMATE
G
DI W/L
�
TYP.00ATION
OF
PROP
SED (z) 6" 45°480
XISTING 08"
(DRNG.-
���
BENDST
A6"G.V.&6"
4g0
SANITARY
SEWER
W L
TYPE A B
0, ASSEMBLY
1.1' (DRNG.-W/L)
45
x
4.9'
VERA
UBIN PLACE
C/L, STA. 11+68=
EXISTING
MARY
ACKSON COURT
C/L, STA.
16+28
475
GRADE
475
W W
r,
O)
_H M
0 n
0 M
001
ry V1
001 N
°a
00 00
0 a
a
0 3
0 0
s
z
W LL
9+50 10+00 10+50 11+00 11+50 12+00 12+50
VERA RUBIN PLACE
25 MPH DESIGN SPEED
13+00 13+50 14+00
475
470
465
46o
( IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
PROFILE GENERAL NOTES:
1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN
SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE
COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD
AND BRIDGE SPECIFICATION 303.04(H).
2. ALL FILL TO BE PLACED AT 95% COMPACTION.
3. MINIMUM 3.5OF COVER MUST BE MAINTAINED OVER W/L.
4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF
SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED.
5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26,
AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO
SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE
SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD
AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING".
6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY
SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND
BRIDGE STANDARDS.
7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN
ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE
STANDARDS.
8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIPE
MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL
AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENTS.
ROAD DESIGN APPROVED UNDER SUB2021-00179:
GALAXIE FARM ROAD & UTILITY PLAN. PLAN
SHEETS PROVIDED WITH THIS SITE PLAN FOR
INFORMATIONAL PURPOSES ONLY.
SCOTT 7R. 001LINS Z
Lic. No. 03579111:-
10/17/22 w,!j
z
3
a
W
z
0 to
ZU Li
U
W J
Oz
0
w Ln
o: Ln
H
\ a
F"
A
Z
W
W
z
0
z
w
ul
z
z
^Q
I..L
�W�/
I..L
w
W J r-i
1 ^4 0
V 1
J
Q
zJ
I -I )--4
LL
I 06
Q
Q 0
LL cl�
Lu
F-1
V
L
0 LL
a Ln
JOB NO.
202194
SCALE
1"=5' (V)
1"=50' (H)
SHEET NO.
11
PROFILE GENERAL NOTES:
50o
¢ a a
Soo
T
1.
ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN
r F
_ _
r F F
OF
�`
SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE
� �
J J J =
COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD
220
220
2
2220
AND BRIDGE SPECIFICATION 303.04(H).
OOF
w w
OOF
W W m
MH=
STA:>+oz.4z
i
O O 0 F
SC
TT R.
LINSZ
2.
ALL FILL TO BE PLACED AT 95% COMPACTION.
495
00
0 0
0 0
N N
495
RIM:490.25
MHiz
EXISTINGO
i
o
W W W O
o 0
O
3.
MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
m Oo m 0
a N N N '
m m
m m o o �
It 00 00
495
INV
IN. 477.5o
FROM LATERAL
STA:z+ii.
RIM:49o.9z
94
RADE
/
N
o o O
a a a
495
L� Lic.
No.
035791
/
/
00 m
4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF °o o u m F
+ 0i PROPOS D + 00
SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. o + a z z p GRADE n 0
INV IN. 475
INV OUT. 475.00TO
zo FROM MHiz INV IN. 477-95 FROM MH'
MH-iiA INV IN. FROM LATERAL
moo
+ ,
°D 00 °° m
a a aH
oo z z z
10/17 22
'Pp /
1
�SS10NAI
5.
CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26,
= a > > >
= a g > > >
O
Vl
E:
g��zzz
V OUT
INVOUT.477.75TOMHii
-�
=��zzzz
AGGREGATE BASE MATERIAL SIZE 21A OR 21B, PLOWABLE FILL, CONFORMING TO
Ln
-
-
Ln
0 - - - -
SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE
490
490
/-
SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD 490
490
/
AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". In
6.
ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY
8" CL. 52 DIP W/L
PROPOSED
SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND
012"
ROOF DRAIN
(4.9' S/L-W/L)
GRADE
BRIDGE STANDARDS.
/
7.
ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN
485
\
FILL
485
485
/
485
ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE
S
NITARY SEWER
LATERAL
STANDARDS.
TO
HAVE A MIN
OF 1' OF
4
/
\
45
/
8" CL.
52
DIP W/L
8.
CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIPE
VERTICAL
SEPARATION
°
\ ,'
(1.4'
/L-W/L)
/
(4.5'
S/L-W/L)
z
MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL
WITH ROOF
DRAIN, TYP.
o
/
g
AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENTS.
/
STIR.
7
480
480
480
/
r-.3'
(1l DRN
.-S/L)
48o
o
W
Ln
f
ROAD DESIGN APPROVED UNDER SUB2021-00179: J J Q
Q
z
GALAXIE FARM ROAD &UTILITY PLAN. PLAN
w w
C
w EXISTING
/
°
DIP
�
w
LL
SHEETS PROVIDED WITH THIS SITE PLAN FOR
Q Q
Q a GRADE
/
°
i80.igLFQa
o.58%
o
J
INFORMATIONAL PURPOSES ONLY.
475
-1 J
J J
8"DIP
475
475
/
8" p1P Z%
475
O
0
J J
J �
F�z.4
w
n n
n cn i56.43
LF t7a i.68%
MH-iiP
/
yo5-51
w
STA:o+oo.00
/
V /
-j
VERTICAL GRAPHIC SCALE
RIM:y67.75
/
r-
5 0 2.5 5 10 20
470
0 0
0 0
470
INV IN. 459 9z
FROM MHii
>
z
470
z
470
W
IN FEET
W W
N O
m M H m
i
S l0
/ �
/
Z
1 inch ft.
�Ce
a
m
a s a� a
00
�^ 0
W l
HORIZONTAL GRAPHIC SCALE
2+25 2+00
1+50
1+00 0+50
0+00
465
465
50 Zoo
8" DIP
( IN FEET) M H 1 o - M H 5
98.42 LF dal i5.8o%
1 inch = 50 ft.
ni
530
46o
46o
O
0 MP VI STA: 21+75.0 n
ri o VI ELE : 520.2
+ v K: 3. .24 + u
N N
a co
o r
'm
o
n d
N W LVC: S.00 N V
Ln >
455
~O nl
J m
(V
tV
w
455
525
>
W
m
»
m
0
.t
�O O
^
N
S
M
O^
PROPOSED
iD
w w
ko
^
�
6
o
e
.
.
i
e
o0
00
L9
^ LOW
PT ST
: 20+0
.01
DOT 5
D. CD-
6
.0VISTA:
�
a
N
w
o+5o.0
520
N
VI ELE
: rio.
N
"'
-0+50
0+00
0+50
1+00
1+50 2+00
2+50 3+00
3+50
4+00
4+50
5+00
U
w
K:iz
LVC:
.40
oo.00
U
m
m
rn
PROP
w
M H 13
M H 11A
M
z
A B.O.
5�5
ASSEMBLY
N
o
PROPOSED
8'x6"
TE
,
LO
PT E
: >+.5oIt
EV:
O
di
6" G.
4 & (1)
OMPL
TE
0'
\
a
4g
.04
N
510
FIRE H
DRAN
ASSEMBLY
N
o,
^
VI STA:
9+z5.0
�
VI ELE
N
L.L
W/L)
u
>
K:3
:5oz.4
u
u
\
w
.i6
>
m
N
,>„
LVC:
z5.00
�
N
III
VERA
UBIN
PLACE
C L
STA. 11+68
Q
W
MARY
JACKS
N CO
RTC
L, STA.16+28
505
,
O0o
PROP
SED
505
'
w
W
W
H
\
VDOT
STD. CD
i
e
&OW
T STA:
i+5o.o
`:.
o
�OW
T ELE
: 487.5
~
O
0
Lu PVI
TA:2
ELEV:4
8.30
u
Soo
5oA
>
>,
K:26.6
m
, .
Soo
W
1.0
LOW P
STA: i
+07.90
DRNG.
LOW FTELEV
486.39
[�
P
I STAa
+07.90
\
o
o
I ELE
:486.34
PROPOSED
8"
of LO
PT E
EV: 8
4
.3.0
to
14
It
a
00
LOWPT
EL
V: 484.
o
H
m
K:z.50
/
PROPOSE
495
CL. 5
DI W/L
O
m
VI STA:
5+50.0
o
m
*�
P
I STAa
+79.0o
m
LV
:io.00
/
PROP
SED 8"
6" TEE,
ROAD
C/L
495
FJ-i
Q
I --I
4 7.1
^>
K: 5
8 7
^>
0
L i
u>
U
K: iz
3'
S
u>
VCS: i
+oz.go
i
(i) 6" G.V.
& (z
a
U
>
w
w
LVC:
0°.°0
U
>
m
m
w
w
LVC:s
5.0o
m
m
BVCE:486.44
VCS: i
+iz. o
U
_�(
W
6" G.V.
& O COMPLETE
8A
EVCE:
486.44
00o
`'
490
FIRE
HY
RANT
SSEM
LY
4 1
/ /
490
W
Q
DRNG.
� ,
/
-PROPOSED
lc�
W/L)
FIR
VDOT
TD. CD-2
ul
<
0
VDO
S D.E CD-2
//
Lon
LL
PROPOSED
8
485
46A
0'
P.F�OPCSED
45° W/
8"
BEND
z o 0
DOTS
D. CD-i
/
ooMo
z.
o%
z00%
PR
POSED
8" TYP
A
485
W
W
w
__
of
"G.V.
DRNG.
B.O
ASSE
BLY&
I -I
W/L)/
PROPO
SED
/L BEN
44A
zz.5°
[�
38A
[�
J
48o
(DRNG.
�5
2.4'
3.5'
48o
w
_
W/L)
(DRNG.
DRNG.
4.4'
(S/L
W/L)
io-5
zg
36A
W/L)
W/L)
EXISTING
PROPOSED
8"
8" CROSS
GRADE
DRNG.-W
L
C�`J
475
WITH A
8"x6"
EDUC
��
R,
-
-
-
475
O
N
�21��
P
OPOS
D 8"x6'1
TEE, (i
-
i3-iz
-W/L
"G.V.
(i)COMPLETE4.
(S/
FIRE
HYDRANT
AS
EMBL
G
LAXIE
FARM
LANE
C L
TA. 1
+42
MARE
CURIE
COURT
C
L ST
. 10+
0=
RY J
CKSO
C/L,
STA.
2+27
JAC
SON
/L, S
A. 10
94
470
M
MAR
470
W W
00
S ll'1It
00
00
N
In
N
M
M
w
m
O
^
ci
00
H
00
O
O
ri
M
O
OD
N
00
N m
O
ri
CO
M
m
2
^
00
,mj
w
rl
m
^
N
t.D
~
y^j
^
N
O
m
w
d
0)
m
m
O
00
[L
1n
W W
ri
!I
N ri
O
N ri
00
,y rl
.t
r1 ~
O
H O
lD
O O
M
O
m
O
0
O
m
00
Ol
00
lD
Ol
00
3
m
00
N
m 00
O
m
n
m
00 i\
1�
00
n
lD
00
Il
Ln
00
^
c0
1�
d
00 00
V1
00
00
lD
0
00 m
lD
00
Ol
I�
00 0)
W
00
°1
.-I
m
o
M
m
JOB NO.
Ln WI
01 a
a
s a
�. a
3, d
't �
a
3. �
a
4-
't It
a d
a
3. �
a �^
w w
202194
23+50 23+00
22+50 22+00 21+50 21+00 20+50 20+00 19+50
19+00
18+5o
18+oo
17+50
17+00 16+5o
16+oo 15+50
15+00 14+50
14+00
13+50 13+00
12+50 12+00
11+50 11+00
10+50
10+00 9+50
SCALE
MARY JACKSON COURT
1"=5'
1"=50'
(V)
(H)
SHEET
NO.
25 MPH DESIGN SPEED
12
z
z
z
w
z
-1
0
0
U
0
y
0
U
3
a
X
N
0
0
3
m
0
0
U
O
0
0
m
a
a
c
0
U
0
O
U
0
0
4
520
515
510
505
500
495
490
485
H
475
470
465
460
458
13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 9+00 8+5o 8+oo 7+50 7+00 6+50 6+oo 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00
PROFILE GENERAL NOTES:
1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL
AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE
THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE
ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD
AND BRIDGE SPECIFICATION 303.04(H).
2. ALL FILL TO BE PLACED AT 95% COMPACTION.
3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER
& W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY
SEWER MUST BE PROVIDED.
5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN
AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL
SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS
205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS
CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN
AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03(a)2G "BACK FILLING".
6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER
SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD
SL-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS.
7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER
SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS
FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS.
8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH
THIS PLAN. THE PIPE MATERIALS CAN BE SUBSTITUTED
PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL AND
INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT
VDOT REQUIREMENTS.
475
470
PROPOSED VDOT STD. EW-7 WI -
SKEW. SEE SHOP DRAWIF
CONSTRUCTION DETAILS. CULV
BE COUNTERSUNK A MINIMU
465
E
PROPOSED VDOT STD. EC-1,
RIPRAP WITH A TYPE B INSTA
TO BE INSTALLED BETW
WING WALLS FOR INLET PRO'
(W=23', L=1
PR(
NORTHERN 60" CULVERT: 76.10 LF
SOUTHERN 60" CULVERT: 76.39 LF
455
P
OGRADE
PROPOSED VDOT STD. GR-2 GUARDRA
GRADE
POSTS SHALL NOT PENETRATE PROPO
SHALL EXTEND 3.6' BELOW GRADE, A:
ACCORDANCE WITH VDOT STD. DETAI
SPACING SHALL BE 6'-3" IN ACCORDA
STD. DETAIL 501.04. SEE SHEET 12 F(
PROPOSED END ALL, SE SHOP
-H A 150
IGS FOR
DRAWINGS FOR ONSTR CTION
-RTS TO
DETAILS. CULVERTS SHALL BE
M OF 6".
F ,
COUNTERSUNK
MINIM
M OF 6".
P.
XISTING
GRADE
PROPOS
EC-1, CI
-LASS II
WITH A
LLATION
ta
INSTAL(
°EN THE
AS OUT
FECTION
(W=47',
S', D=2')
)POSED
0" CL. II
RCP CU
VERTS:
@ 5.350/
(II-461.54,
I0=
57.47)
_
@ 5.31"/
(II=461.46,
IO=
57.40')
ww
o
o m
^ o?
o v,
J J
W W
l0
1p
l!'1
^ l!'1
l!]
l7 l7
.t
t 7
.t
W u-
1+75
1+00
0+00
CULVERT- COW BRANCH
MH 9 - MH KAPPA SIG 1-9
475
475
PROPOSED VDOT STD. EV
IL. GUARDRAIL
.,.
SHOP DRAWINGS FOR CONSTR
CULVERTS &
DETAILS. CULVERT
SHOWN, IN
S HOWN
COUNTERSUNK A MINIMUI
L POST
VCE WITH VDOT
IR DETAILS.
470
465 465
ED VDOT STD.
ASS II RIPRAP PROPOSED VDOT STD. EC-1,
TYPE B RIPRAP WITH A TYPE B INSTA
ATION TO SERVE TO BE INSTALLED BETW
_ET PROTECTION WING WALLS FOR INLET PRO
L=57', D=2') (W=33', L='
PR(
NORTHERN 48" CULVERT: 83.35 LF
SOUTHERN 48" CULVERT: 79.32 LF
455 455
MINIMUM 3.6' OF COVER REQUIRED
OVER THE CULVERTS WHEN THEY ARE
BENEATH THE PROPOSED ROADWAY
-7. SEE
P
OPOSED
UCTION
TO
GRADE
PROPOSED VDOT STD. GR-2 GUARDRAIL. G
3 BE
POSTS SHALL NOT PENETRATE PROPOSED
9 OF 6".
SHALL EXTEND 3.6' BELOW GRADE, AS SHC
ACCORDANCE WITH VDOT STD. DETAIL 50:
SPACING SHALL BE 6'-3" IN ACCORDANCE
STD. DETAIL 501.04. SEE SHEET 12 FOR DE
PROPOSED END ALL, SEE SHOP
y
JA
DRAWINGS FOR CONSTR CTION
DETAILS. CULVERTS SHALL BE
X T
COUNTERSUNK
MINIM
M OF 6".
PROPO:
"LASS II
EC-1, C
LLATION
N,
WITH P
=EN THE
INSTAL
FECTION
AS OUl
Y, D=2')
(W=47
(POSED 4
B" CL. II
RCP CU
VERTS:
@ 7.550
(II-46
.56, IO=457.27)
@ 7.800
(II=46
.51, IO-457.32)
� O
� 00
� O
M
EtLuo�
1+75
1+00
0+00
475 475
UARDRAIL
:ULVERTS &
iWN, IN
..05. POST
WITH VDOT 470
TAILS.
465 465
iED VDOT STD.
LASS II RIPRAP
TYPE B
LATION TO SERVE
'LET PROTECTION
, L=57', D=2') 460
CULVERT- INTERMITTENT STREAM
455 455
STR:i4
DI-3C, L=8'
TP=47o-75
INV OUT: 463.86 TO 22
PROPOSEPROPOSEC
GRADEDRAWI
APROPOSED
END
ALL, SEE
SHOP
GS FOR
CONSTR
CTION
DETAIL
. CULVERTS
SH
L BE
�
COUNT
RSUNK
MINIM
M OF 6".
T
E
ISTING
PROPO!
GRADE
EC-1, C
WITH A
INSTAL
AS OUl
457.10
(W=47'
i5"
RCP
35.68
LF @a
2.43-%
15"
CL. III R
P
WNW
2o.58
L @a 3.5
%
W W
O
N N
o
O N
0 l0
W W
�D 0
L9
O Ln
n u
l7 l7
7
I V
It
Ln V
W L
C
.7
5
C
L7
0
5
0
5
R SHALL RAISE EXISTING
E KAPPA SIG1-9 WITH
RINGS SO THAT THE RIM
ITH THE ASBUILT GRADE.
L7
0
475
470
465
iED VDOT STD.
LASS II RIPRAP
TYPE B
LATION TO SERVE
'LET PROTECTION
, L=57', D=2')
455
2+00 1+00 0+00
NOTE:
CONTRACTOR SHALL OMIT 2 POSTS ON EACH SIDE OF GALAXIE FARM
S T R 1-4- O UT LANE IN THE VICINITY STRUCTURES 12 & 14 FACILITATE THE
CONSTRUCTION OF THESE INLETS. THE GR-2 GUARDRAIL POSTS MAY
BE OMITTED IN ACCORDANCE WITH VDOT STD. GR-10 TYPE II (VDOT
STD. DETAIL 501.18) SHOWN ON SHEET 12.
Lie. No. 035791 �
10/17/22 441
z
g
d
W
Z F-
O u)
,w a
V/ z
ZN LL
W J
O o Q
Z k
O
Ln
co
w Ln
J
Q
z
Z
W
L9
z�
M
C/J
Flu1
On
6 w
0 _
d (n
JOB NO.
202194
SCALE
1"=5' (V)
1"=50' (H)
SHEET NO.
13
495
m H
W N
495
a,
00
l0 OD)I D)00 '
^ m N N 't
0It 00 CID
J
It
CO O
00
CID00
o
N� aZZZ0
F m
STR:4
m u
490 o� z z z z
F
MH-i (6o" ID)
490
TP=484.25
,o
Cc �7)
INV IN: 474-74 TOO 6
/
PROPOSED
N
W
Hz O
= a > >
INV IN: TO 16
474 74
GRADE
12CLzz
INV OUT:474.64TO2
485 /
485
RF1B-RFiA
1.3DR G.-DRNG.
L
TYP.
" CL. 52 DIP W/L
-�
2.4' DRNG.-W/L")
48o
,
480
.76.7.06 LF E Dp\ �
2.7B%
/
24" HDPE
EXISTING
38.32 LF
Qa 2.17% GRADE
/
475
475
(1.9' DRNG.-S/L)
4 3
27
24" HDPE
(0.5' DRNG.
138.38 LF Qa
1.88%
DRNG.)
470
470
W W
N
ro N
S 0)
°O ^
N Oo
0 a)00
J
Lu
Ln
00
mLu
00
00 ri
00
00
0 d
I�
00 d
v1
b
't
0
00
0
co 00
l7 l7
d
.^t
S S
d
W LL
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
NORTHERN BYPASS STORM SEWER
PROPOSED
GRADE
STR:CO-1
520
24" ADS CLEANOUT
520
TP=516.25
INV IN: 511.10
-
INV OUT: 51i.00
i
PROPOSED VDOT
\
/
STD. EW-1
\
515
/
515
/
/
E
ISTING //
HDPE u
RADE //
b5UF�2.a77o
510
149
53.0
/
INV. IN=
14.50
SOS
/
505
00
/
Qk,
/
.`2aaayy'
Soo
/
y�°
Soo
/
PROPOS
D VDOT
STD.
ES-1
495
INV. OUT=
96.00
495
W W
J J
M
l!1
W n
�O l/t
W W
N
N
tD 'm
O CY
Ol
vl
V1
'.n
V1
W LD
495
490
475
0+00 0+50 1+00 1+50 2+00 2+50 3+00
YD-i - OUT
EXISTING
GRADE
PROP DSED
GRA DE
STR:36B
STR:36
DI-313, L=6'
DI-3C, L=6'
TP=487-54
TP=487-17
INV IN: 484.00TO RF-4
INV IN: 480.i8 TO 36B
INV OUT: 480.42 TO Y
INV IN: 480.5o TO 38
NV OUT: 480.o8 TO 34
8" CL. 52 DIP W/L
(1.0' DRNG.-W/L)
15" HDPE
28.o6
LF @a o.86%
W W
J J
W W
0 l7
W LL
00
,<1
0)
It
0)
rj
51
It
1+00 0+50 0+00 -0+50
STR. 36B - STR 36
495
490
N
000
It
DRAINAGE DESIGN APPROVED UNDER
SUB2021-00179: GALAXIE FARM ROAD & UTILITY
PLAN. PLAN SHEETS PROVIDED WITH THIS SITE
PLAN FOR INFORMATIONAL PURPOSES ONLY.
495
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
VERTICAL GRAPHIC SCALE
200 5 0 2.5 5 10
( IN FEET )
1 inch = 5 ft.
20
495
PROPOSED VDOT STD.
ES-1
STR:8
WITH TRASHRACK. SEE
DETAIL
DI-3C, L=4'
w
ON THIS SHEET, O
Z
Ln
EQUIV LENT, FOR TRAS
RACK.
(WITH 6o" ID BASE)
a
m °H
J
TP=488.13
000 ,0
O O
J
490
INV IN: o TO ES-1
479.5
0 0 a
u?
I¢
F-
49 °
INV OUT: 479.4o TO 6
3 �� p ���
MD
QO
~ ° aDaH
't
77
°Zlt 0
p ? N°ZZp
~i
\X i
P W/L,
VRNG
II
V) o z z r z z z
PROPOSED
485
W
GRADE
o �°
485
0 m��
O D
/
�l
'
lD . I-
N It
7
484.60'
ROOFz-4
80
( 2
EX
8' DRNG.-
� z z z
- - -
8o
4
GRAD
ROPOSED VDOT STD.
EC-1, CLASS
I 4
PROPOSED VDOT
STD. EC-1, CLAS
I
3o"
HDPE
FILTER FABRIC L
DERLAYMENT W
RIPRAP LINED IN
ET PROTECTION
2'
297.o8
LF 1.72%
\
EXTEND TO THE
HANNEL's BANK.
DEPTH) WITIF
FILTER FABRIC
CONTRACTOR
SHALL
NOT IMPACT TIF
E
UNDERLAYMENT
O BE INSTALLED
IN
30"
HDPE
S
REAM's CHANNEL.WITH
THE BYPASS
XISTING DITCH
R A LENGTH OF
8'.
16 � 95
LF
STORM SEWER
INSTALLATION.
475
@ 2 25i
L=110't, W1=10
5', W2=18', D=2'
475
\ - _PROPOSED
VDOT
STD. ES-1
3o" HDPE
30"HDpE
\ \ -
51.94 LF @a 1.75%
z5
197.56 LF @
:169%
468.25'
470
(1.3' DRNG.-
'
470
DRNG.)
I
mii
36" HDPE
465
_
36.02 LF Qa 1.53%
465
I
5.7
PPROXIMATE
LOCATION C
IF
EXISTIN
8" SANITARY SEW
R
460
460
ww
° a
I�
o
a
O
°
D)
°D Il
°cD o
l0 m
oO
J J
W W
O
Ol
O0 t
o6 m
Oo
o6 m
It
M
0D
^ M N N Ol l!1
S m
N
N
Ql
00
W
00
S
m 00
't
m m
It
m OO
It
m m
d
00 It
m Oo
•t
m It
m m m 00 01 ^ ^
3 �t It S 0 It
m ^
d
00 ^
ItIt
00 ^
S
^ It
It
S
W l�L
S
d
d
d
d
S
't
It S S
S
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo 8+5o 9+00
505
500
495
490
485
48o
475 f 470
SOUTHERN BYPASS STORM SEWER
PROFILE GENERAL NOTES:
1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE
ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD AND BRIDGE SPECIFICATION 303.04(H).
2. ALL FILL TO BE PLACED AT 95% COMPACTION.
3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED.
5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 218, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR
249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION
302.03(a)2G "BACKFILLING".
6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS.
7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS.
8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIPE MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL AND INSTALLATION
ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENTS.
> s0
m° 00~
lO 000 / 0~ \00
N M °00
O �N
O O� p \ O d M 000 ONO S
m0 EXISTI G xq o ° `,H "0�0 `� .^, N J a a�
ci t O � 00 �`N Cl Z Z
p� GRA E /� o o° . aF N� m 't- _0
D ~ m O ~0a°aH mao aZ0 O a00 Hzz> /J
S ON m la) / MJ WZZ= LY mtl>> OJ 01 ��
N m� m0 nm� / LY m 1--0 v~�F-zz ?t�° z0
s�OF � n � n �J n �� / v~ o i Z ZZ F- L IL ROPO ED
OO N rID N 6 mm 't 0 - - v10 F -- GRA E
0 0~o m It o °� m II /
N m^^a �J� �� - 0 �oF z 8' CL. 2 DIP W L
�0 0 `D ,, z z p vc,'1 1 > � m It- / ( .4' DRNG.- /L) WATER SER ICE
N a'0 LY II ln� I - F-- d /
O O o v~ g L Ln o r z_ z_ CROS ING�
0^ o - / 15" HDPE 0 D NG.- L
N o ,n a / 28.96 LF 15"HDPE
S ^ ^ ..
N O Z a= W,30.63
/ 0.79% 90.53 LF 0.62%
't- z 0 15" HDPE
v~i z z z / 18" HDPE o LF 0.91%
8" C 52 (pIP W/L99.52 LF @a o.63/0
109.54
�5 LJ
(1.0' DRNG -W/L 15' HDPE
/ (0. (1.0 �5" HDPE. _ ". 144.64 LF Qa o.62%
DRNG.- DRNG - �3_12 STR:38B
DRN .) S/L DI-3B, L=6'
4 4 3 E 7TP=492-54
( .3' D NG. / Qa 1.37% INV IN: 481.93 TO 40
INV IN: 489.00 TO CO-4F (1)
0
F-
ZJ
O
zz
485 PROPOSED VDOT STD. EC-1, CLASS I
DRN(
,
,
- -
STR:30
18"
HDPE
INV OUT:
481.83
TO 38
RIPRAP LINED OUTLET PROTECTION
DI-3C, L=6'
Sg.13
LF Qa
o.560�
WITH FILTER FABRIC
TP=484 43
UNDERLAYMENT (L=15', W=6', D=2')
INV IN: 478.5o TO 32
18" HDPE_j
27.84 LF @a o.67%
INV IN: 480.00 TO YD-2
470
z4"HDPE
INV OUT: 477.5o TO 28
48o
1oo.7z LF
dal 1.66%
18" HDPE
107.93 LF Qa 2.47%
z4"HDPE
20.76
LF
Qa 1.210/0
465
475
o N
a) O
o
O N
M
0) V1
N
m H
Vl
a) t0
't
Q1 It
00
m O
O
M lD
N
H H
l!t
N N
m
00 't
.t
H 0,
1�
O W
M
00 Vl
O
N H
^
H W
ci
bI�
O
rLOU2
O
L!1 ^
L!1 �
^
l0 ^
L!1 ^
�t ^
.Y• m
�Y' Ol
W
"6 I
Ol
n �
n W
m
00 0)
Ol
O W
a)
Ol 3
O m
m
'4 m
O ^
O 't
O
^
00
d
Oo
•t
00
't S
00
d
00
.t
00
It 't
00
.t �t
00
't `t
00
•t `t
00
.t S
a)
It d'
00
.t S
a,
S It
a)
.tS
a,
It S
0)
d S
al
.t
9+25 9+00 8+5o 8+oo 7+50 7+00 6+5o 6+oo 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+5o 1+00 0+50 0+00 -0+5o
STR. 42B - SWM FACILITY
Lic. No. 035791
10/17/22
ski
w
Z
0 vI
d z
/ u
Z u
i
W J
0 z
Z
O
N
W U)
104 Q
z
0
rl
M
z
� M
Q
J
m �
W N LL
O Q
W�
N
N C6
Z wW.
J
LL
J
O Q
Z � zLL w
C7
� z
W
Q
ul LL
ZW I
w I
� X
Q
J W Q I
J � (D
00
O
N
u
L w
W
a L=n
JOB NO.
202194
SCALE
1"=5' (V)
1"=50' (H)
SHEET NO.
14
PROPOSE
GRADE
SOS
500
STR:48B
DI-313, L=8'
TP=498.82-
INV OUT: 491.86 TO 48
495
8" GL. 52 DIP W/L
(1.1' DRNG.-W/L)
1490
485
m
M p
m t
0 Coo
� 0 E- 0 ))
�N I-�O
W W Ol Ol Ol t
J .t .t d?
00
a m 't 0
F m a > > > >
zzzz
FILL,
TYP.
495
J /
49p
15" HDPE
27.88
LF @ o.5o%
EXISTING
GRADE
485
48o 480
E00
oU0
°° a)
a
o+00 O+50
STR. 48B - STR 48
495
o N
PROPOSED
0
GRADE
a F� H It
It It FL:
It J W
mM.
490
M °
STR B
Ln z z z'
:44
DI-313, L=8'
TP=488.76
INV IN: 484.o1TORF-i FLL,
INV IN: 483.5o TO RF-5
INV OUT: 482.00 TO 44
8" CL. 52 DIP W/ L
(1.1' DRNG.-W/L)
v:
15" HDPE
28.25 LF Qa 1.6o%
XISTIN
475 GRADE
490
PROPOSED VDOT
PROPOSED
PR
POSED
DOT
STD. ES-1
GRADE
STD. ES-1
STING
485 - - -
- - - _
_
RARE
485
u13g LFES"7RCP
8" GL. 52 DIP
W/L
480(1.0'
DRNG.
W/L)48o
PROPOSED
VDOT S
D. EC-1, CLASS I
IPRAP LINED OU
LET PROTECTION
W
H FILTER FABRI
UNDERLAYMENT
(L=6', Wl
4', W1=8', D=2')
475
475
lD
0 .t
0 M
^ N
1 l0
W
cook
a
m Co
a
W
0+00 0+50 1+00 1+50 1+75
VERA RUBIN PLACE CULVERT
LD-269
Rev. 3-83
485
475
470
DRAINAGE DESIGN APPROVED UNDER
SUB2021-00179: GALAXIE FARM ROAD & UTILITY
PLAN. PLAN SHEETS PROVIDED WITH THIS SITE
PLAN FOR INFORMATIONAL PURPOSES ONLY.
f]
1
80 15"CMP \
4 465 14.8o LF Qa 7.78%-\
PROPOSED VDOT STD. EC-1, CLASS I
RIPRAP LINED OUTLET PROTECTION
WITH FILTER FABRIC
UNDERLAYMENT (L=20', W=4', D=2')
475
46o
470 1 470
W W l0 p
J J O
W W co
(7 0 d' 1
W W
o+00 O+50
STR. 44B - STR 44
RE
475
EXISTING
GRADE
1 470
EXISTING CONCRETE
HEADWALL TO REMAIN
49p STR:-18
3C, L=6'
TP=488.17
I N V I N: 483.67 TO
[INV
IN: 481.gg TO 18B
NV IN: 481.99 TO 20
485 INV OUT: 481;89 TO 16
/ chi 467. 7'
i 0` 465 480
/ EXISTING CONCRETE HEADWALL TO BE REMOVED WITH
THE EXTENSION OF THE 15" CMP CULVERT.
CONTRACTOR SHALL CUT THE END OF THE EXISTING 15"
CMP &CONNECT THE PROPOSED CMP TO THE EXISTING
PORTION OF THE PIPE TO REMAIN WITH A BAND.
63.6o I 460 475
W
O
W W
N
a)
N
W W
1+25 1+00
0+50
0+00
RTE zo CULVERT EXTENSION
PROFILE GENERAL NOTES:
1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN
SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE
COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 R(
AND BRIDGE SPECIFICATION 303.04(H).
2. ALL FILL TO BE PLACED AT 95% COMPACTION.
3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF
SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED.
5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR
AGGREGATE BASE MATERIAL SIZE 21A OR 21B, PLOWABLE FILL, CONFORMING TO
SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO TH
SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT R0.
AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING".
6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETI
SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND
BRIDGE STANDARDS.
7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS I
ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE
STANDARDS.
8. CLASS III RCP AND HDPE DRAINAGE PIPES ARE PROPOSED WITH THIS PLAN. THE PIP
MATERIALS CAN BE SUBSTITUTED PROVIDED THE PIPE MATERIAL, BEDDING, BACKFILL
AND INSTALLATION ARE IN COMPLIANCE WITH MINIMUM CURRENT VDOT REQUIREMENT
Project Galaxie Farm Plan Sheet No. Designer FGM, PE Sheet 1 of 1
Vera Rubin Place Culvert Rev. Date Date 8/20121
STATION:
HYDROLOGICAL DATA AHW Controls
D.A= 1.80 ac. 100 yr. Flood plain elev.
Design AHW depth elev.
Structures elev. freq. TWelev.
Cw = 0.40, Tc = 17 min., 1'o = 4.3 in/hr and 125 = 4.8 in/hr =
Shoulder =
elev. 488 =
CL elev. 488.38
DISCHARGES USED RISKASSESSMENT
ADT Skew 0 ° Cover Varies n
Q 10 = 3.10 CFS Detours Available Length
Q 5 CFS Overtopping Stage
Q = CFS Flood Plain Management Inv. El. 486.00 So= 1.57% Inv. El. 484.25
Q = CFS Criteria and Significant Impact Orig. Gr. Elev. L= 11� Orig. Gr. itlev.
Q = CFS
HEADWATER COMPUTATIONS CONT. OUTLET
nd
CULVERT TYPE & SIZE Q Q/B INLET CONT. OUTLET CONTROL HW. VELOCITY TEeat. COMMENTS
HW/D HW Ke do (dc+D)/2 ho H LSo HW ELEV C.M. Smooth
Inlet Controlled (+1.0') w/ downstream riprap. Velocity (1
Proposed 15" RCP Culvert(10 yr) 3.10 3.10 0.82 1.0 0.5 0.6 0.93 0.93 0.55 1.7 - 487.03 6.16 N/A is not errosive in concrete pipe & riprap.
Inlet Controlled (+1.1') w/ downstream riprap. Velocity (6.4fes) is
Proposed 15" RCP Culvert (25 yr) 3.47 1 3.47 0.88 1.1 0.5 0.6 0.93 0.93 0.55 1.7 - 487.10 6.36 N/A not errosive in ccncrete pipe & riprap. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
-----7Design Flood Exceed. Prob. Elev. STR. 5 2 B -STR 2 6
Overtop Flood Exceed. Prob. Elev.
SUM MARY & RECOMM ENDATIONS: Base Flood1%Exceed.Prob. Elev.
STR:526
DI-313, L=8'
OD
0
N
n
M
W
3 m a
1 O
00 J OD Z)
00
� M u >
Ln � z
ROP SED
GRA E
XISTI G
15" HDPE
47-88 LF @
W W N v
J J
W W 00 00 W
l7 l7 °I
W LL
1+00 0+50 0+00 -0+50
STR. 18B - STR. 18
490
485
:s
475
495
0
N
O
OD11
~
N
N' STR:2o
495
m 0 0 U1-36 L=6.
m - 0 F TP=489.00
N� m� INV IN: 482.64 TO 22B
O>
F o a INV OUT:48z.54TO 18
Ln > z
490
PROPOSE11
490
GRADE
EXISTIN
GRADE
485
/ TYP.
485
STR:11
DI-3C,
TP=4E
INV IN
15"
HDPE
INV IN
48p
61.3o
LF Qa o,go%
INV IN
INV O
15" HDPE
24.66 LF Qa 1.14%
475
1
475
W Lu
n
O N
S
Id-
W W
l7 l7
Em
p,
a
O
a 't
O,
o6
a
W rL
0+00 0+50 1+00 1+50 1+75
STR. z2B - STR. 18
5+50 6+oo 6+5o 7+00 7+50
SCOTTiR. CD•LLIN'
Lic. No. 035791
10/17/22
o_
L=6'
o
Ln
8.17
: 483.67 TO
a
a
z
481.99 TO 18B
Ln
: 481.99 TO 20
Z
o
J
JT: 481.89 TO 16
o
i-
O
H
ro
a:
w
En
Q
>
Z
s
n
•
WE
z
</�
LL
L.L
06
LU W
rJLL
-t
V/ O
J clY
Q 11
z w
L�
a
z
cjl�
ID
LL
LU
F--I
X
Q
rQ
V
U
I w
0 w
oc =
0_ Lr)
JOB NO.
202194
SCALE
1"=5' (V)
1"=50' (H)
SHEET NO.
15
NOTE:
1. ALL LANDSCAPING SHALL BE INSTALLED X +
BY THE FIRST PLANTING SEASON FOLLOWING
THE ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY WITHIN THE DEVELOPMENT. '
I 2. ALL LANDSCAPING AND SCREENING SHALL q'
BE MAINTAINED IN A HEALTHY CONDITION BY �\
THE CURRENT OWNER OR A PROPERTY /
OWNERS' ASSOCIATION AND REPLACED WHEN I _
NECESSARY. REPLACEMENT MATERIAL SHALL I I I \
e
COMPLY WITH THE APPROVED LANDSCAPING LOT / \\
PLAN. ��� II I
LOT
8 I I II_�___ I / LOT �v
�\ \ LOT
LOT
10
I
0O C +
LOT ANC. A — \�/ �✓
+ .
a \�1
LOT s r
URT I \°
P P S D PURL RO D I \
w - ( UBLIC 1W)
A j x
W 1 x
EXISTING TREE
CANOPY TO REMAIN
•
1
QUANTITY
SYMBOL BOTANICAL NAME COMMON NAME SIZE I STREET I BUFFER OPEN TOTAL I CANOPY TOTAL
ASL
JACER SACCHARUM TEGACY'
LEGACY' SUGAR MAPLE
2-1/2" cal.
1 22
1
22
1 214
4708
BN
BETULA NIGRA'HERITAGE'
HERITAGE' RIVER BIRCH
2-1/2" cal.
3
11
14
397
5558
LSR
LIQUIDAMBAR STYRACIFLUA
ROTUNDILOBA'AMERICAN SWEETGUM'
2-1/2" cal.
23
23
249
5727
LT
URIODENDRON TULIPIFERA
TULIP POPLAR
2-1/2" cal.
12
12
387
4644
NS
NYSSA SYLVATICA
BLACK GUM
2-1/2" cal.
5
5
151
755
QB
QUERCUS BICOLOR
SWAMP WHITE OAK
2-1/2" cal.
12
12
339
4068
QC
QUERCUS COCCINEA
SCARLETOAK
2-1/2" cal.
13
13
370
4810
OP
QUERCUC PHELLOS
WILLOW OAK
2-1/2" cal.
13
13
419
5447
DERSTORY TREES
AMELAN CHIER GRAN DI FLORA
CERCIS CANADENSIS
CEDRUS DEODAR
CORNUS FLORIDA'APPALACHIAN SPRI
ILEX OPACA
JUNIPERUS VIRGINIANA
MAGNOLIA VIRGINIANA
PICEAABIES
PINUS TAEDA
SERVICEBERRY 6-7' ht.
EASTERN REDBUD 6'-7' ht.
DEODAR CEDAR 6'-8' ht. 8
il APPALACHIAN SPRING' DOGWOOD 6'-7' ht. 3
AMERICAN HOLLY G-8' ht. 9
EASTERN REDCEDAR 4-5' ht.
SWEET BAG MAGNOLIA 6' ht.
NORWAY SPRUCE 6'-8' ht. 9
LOBLOLLY PINE 4-5' ht.
EXISTING TREE
CANOPY TO REMAIN
N"
s
\\
EXISTING TREE
>
r
. � I I \\ W� \ � i 1 I I\ .• �� • t /P t ' ++ 'f + ' •+ ' +g ' _ CANOPY TO REMAIN
H� 11 LOT
w
LLI
I
r
LOT II I — �I 1 � � ��� \ +� .�� ��� + + ff+ f '•+•
I __ — �t •t i t f
Lr)
_ — — — \ i ���0 \ \ \ \ I 2 — ; /, ° TREE PROTECTION • �� 'f+++
r
LL ] ■ 1�— — `— _ _ ` ci2c� \ \ LOT \\ \ 1 1 ; / FENCING (TYP) _
F1 r o ° r /
W __ — G A\ 1 \ V v r
■ _ _ — — — `II \a \ A _ — II I II LOT 11 LOT '• ' j
I ^ •�r
4 �'� + f'• /
I I \ \ \ \ \— 1_ _ I I 1 + 5• + f, + '+ f't ,it ,++ f +'f fi, f +' ° f•
Z I \ \ V II A l+ ' �' tSTF EAMtBIJFF,ER
— I LOT I 4 REA FER
• ' + f • , + •+� •, /
e .> �. I X f f f + f•
• {
X
I
• '
/
/
— — � x _ _ FA •
gL1CRIW)
PR ' i I •
54
_ X + • r
° + i+ J
+
+
+
+ ' X• ' . , + ' • ' + ®� ' + .3 '�— of f I n I j j � _ �� � , ' f• i'f +• +i' .+ ;� i,s' +, •+i 'i•+, r ++ x + 'f + �/
+ ,
•• • f • • ,OO + j ` 7 � • t f f ' + +' t+f' + + '+' + •+ + •=f '' +. i.. y. •• `+:+i ' '-°•+ + •' ++ i / + I LOT +f f ' q, g, ®® ®® � I j � , y' + 'f' ,++ • + +i' + + i ; _„� + •- f• a �� .
'+ + ' + (O>2Dff ® o -/...J l / / j / f�',` t •f •+ + ' + f f f fft + f+ t f +f f • •+ V'
\ I '
j// lI LOT j 'i ' • ,i '++ ' '+i •• • + +i f
L j / \ + fo+ • + + •f + + + i+ + •'r '• • + i+ X• /
1 y LOT n 15 I
- I I I � 11 j j + n f 'f+ + ' t+. + f+ 'f• + +' ,f• /
55
• � '' j �, ` j j / + + , ' _ • 'f f • 'i > ' f ' f + f + ' !+ t•+ 'ft• + t {•••'t + + ° + f + f•• 't + �
-EXISTINGTREE�J• / j / v CANOPY TO, REMAIN
+ °
• • • + •
•• + + / 1 \ 'f + i+ + + ' • ' + ' if + +•' + + + fi •'T ' i+ + 'ft+i t+ t • +t 'f + + f
AIL •
LOT / � � j \ + ,`+ f + + • ' + ' + ' • '+ ' '• ' ,i' + ••+' ' + •+ ' +i' •�'i•+•' • i' ' +
+ + t
w
d' ° • _ • > f + i f + + , :� • + t i s: f ' + , ' • ' + 't•••' +•`� t ' i ' ' t +>
u 57 °
f + • + •
+ • + LOT •I
J �..- " '• + ' + + °. 3 .... � ` j ' (+2. iA If +� � + ° J ° 'f • + +,:� ++ 'f '+' /
r
+
I z 16
> r I LOT ' ' • • �. v �
•
ZL�
• •
+ +
p
• + t ' ,
t + t + +� ' f ' • +• f3+
• +t
+ +
im EXISTING STREAM
+ �
LOT a d
53 > a LOT r / / y / \\ \ \ l / �+ •++ ' /t/ ,+ + +f '' + ++'+ i / Q. \
--___ � .. • •• •',. •':�'.y', �. + eo /` \ //% � • If +' t t ' ' + f f ;_• + • 'f'• +' + if Q��QJ
- - � � + ,.. \ /i / \ \ __ `rJ + + ' • + ' i• TREE'PROTECTION + f + f f + o� f + ,f f' y� pP �\
LOT + F ENCING'{TYPj �'� �'� �.�' �+ • QJ �� / A
1 ` / i•i f f+f • + f ff+i + t • ' +'., i • •++• ' ' ' i + >••,+' ' i• ' Vv � �\
. t + •
' '+ + + • t ' • ' + + ' i• ' � / / t � °: / °/ \ \ \ / �Uj/\ \\ + ' + ' ' it t i ' 'f +t + e +, :'"+ , • i' •+i ' ' + ' (`�,�
STREAM BUFFER,
•'"/ ' D+ ' + f • + +'�Y '+'f+ 'f+ i+• •'• �O
• t t
/ � / LOT v � vv/ v v � ;' ' •+ '
LANDSCAPE CALCULATIONS
— / �e. /,n� LOT / \///\/ `. I. + • •'+', i+i'• f +•'f+> + + ++ '+t •+ +i 0+ • + / SITE TREE COVERAGE
�9 // i ++f +'+ r ft�••'Ii'f++f •,f+i ++ f '+ +f 'Y,� •;EXISTING TREE ' + '• • / REQUIREMENT: CANOPY COVER AT 10 YEARS EQUALS OR IS GREATER
CANOPY TO REMAIN+'+ / THAN 20% OF GROSS SITE AREA
r +i , +
> + ' +
\o\ LOT // '
��//�\\, i +i' • i+ + � 3�j + f + t j+ '• + + '+i •+ • ' i+ � t+ • t GROSS SITE AREA 581,6925E
1 \\\ \ 2Q\%j' + -I, +f f + • • + 'f'+f • , +• + '+ t + +i' ' /
•' ° .' - + • - � Y ' fi+ less GREENWAYAREA 129,0955E
LOT \/%/\//\/./' + + • + + + 1}'- x ` 'f� + 'ff•, • + +, + i++•' ' t+'ti• i i'f•>+. f less RECREATIONAL AREA &OPEN SPACE 71,9365F
_ _ H' +• f ' + t 't ' +
_V ---
\ \ 21 ���// \/\ + ' �,,.. - -�� f + fi• ' , ' ' +i' ' 3, / / TOTAL DEVELOPMENT AREA 380,6615E
' STREAM BUFFfRt
Wl—�\/\ \gyp/` i +� °�} '� -�-- i�' i•�'+ '•i+� + ++''f• + • +w ' ' +i tf• ' / / TOTAL TREE CANOPY REQUIRED 76,133 SF
'•••+'+t'f t• +� • / TOTAL TREE CANOPY PROVI DED 76,382 SF
_OT'. I I +' • \ �/C!\ ' • t' f.. a< / �fi+ �f+t + 'f • ..r'' •, •' + ' i ' / STREETSCAPE TREES
28 LOT LOT �/ /� •A;' \ +' \C t REQUIREMENT. I LARGE TREE PER 50 FEET OF PUBLIC ROAD FRONTAGE
t • •
+ ft•
•
LOT T +•' + + v v � + • • + / + + + •
� LOT LOT LOT 22 I r' \ � + i + � ' + ' +' + 'f + ' f ' + 'f•+ ' ' + ' I / ORIMEDIUMTREEPER40FEETOFPUBLICROADFRONTAGE
� t�
2 23 ' • ' ''ti STREET FRONTAGE ALONG GALAXI E FARM LAN E 1371 LF
— — �7 26 25 4 Y + ', /
EX 6' WOODE / o +i �i+ + �i / / REQUIRED STREET TREES 27
FENC TO REMAI " •+' / /
' +,+ +f 'i+•+ '+ ' •?' + / / PROPOSED STREET TREES 32
• I i i+ • • +i• \ +•it • �•,+t ', EXISTING TREE + + + •'fi• J,///+
I (NATURAL INISH)TY ® ti••' t / �+ , ' ' i++' '••/, ,+ • STREET FRONTAGE ALONG MARY JACKSON COURT 2,497 LF
® i ' • REMAIN'+• + .'' + '• '•
— _ — -- _- , / + + • f f REQUIRED STREET TREES 50
- �� 'f;._ \ /\i//P \ ••'+ + +, •+'� i t ••,+'f+• f ' +','f •, i•+ �+ / PROPOSED STREET TREES 45
1 / \/\ • i• + ' + 'f •+ ' ' 'f ,///+ /. / STREET FRONTAGE ALONG MARIE CUR E COURT 585 LF
❑ ❑ X '+ "'\ t �.\ \ \ / /� /i f + i'+•• +'f't + + ++'fr• + 'f •,+ + +f'f + ++ + f•, J t'• + / / REQUIRED STREET TREES 11
- t � + , ' ' • ' •'i + ' +-' , '• + + 'f•+•'1`+ ' / PROPOSED STREETTREES 11
> + •
+ +
SCOTT/R. Cl,�LLINSZ
Lic. No. 035791,E
pow 10/17/22��
tisIONAL E��l
15
15
1 130
1950
V'
z
U
z
g
a
J-
M
z
2
2
124
248
10
18
143
2574
6
9
124
1116
9
56
504
8
8
16
128uj
24
24
113
2712
9
41
369
0
1 207
0
TOTAL
76382
/
/
/
Z
U
w
/
0
Q
O
r
/
o
m
/ H a
/ z
/ W
/ Ice
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
AR(D UAP
ASLE) AG
BN CC
LSR CD
LT CFA
INS 10
QB
(2)
JV
QC
MV
QP
PA
IDS
�A
H
ul
ZW
J W
J�
V
00
O
(V
u
Q
LL
L.L
C6
LU z
Q /z
LL
zU
v /
Q
Q
J
LL
H-
Lu
W
w
0- Ln
JOB NO.
202194
SCALE
ill =30'
SHEET NO.
16
county klist- Albemarlepce FENCING AND ARMORING I I CONSERVATION PLAN NOTES: mu
conservation Plan ClwcWist-To be placed on Landscape Plans �r(sL7
(Handbook,ppM-284-111-297 for complete spediicatiI ` DOUBLE STRAND #12 GAUGE WIRE �Y 1H O
WITH RUBBER HOSE St TURNBUCKLES 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO
1. ihe(olbwlnelhmeehaNbeshownon[heolan: \� fi EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE
9 Tremtobesaved, x 2"x2" HARDWOOD STAKE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT.
® Limitr ofdeazrvg (outsrde dnpnne of bees to be saved},
® Locanonandtypeofprota¢vefmdng, - \�\` CUT &REMOVE BURLAP FROM TOP 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED j ElSCOTT R. LLINS�
Gade cnangea requning tree wells orwalla; � �\ \ 1/3 OF BALL AS SHOWN WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. I
� Reposed trenching starmeliTig beyondme nmits of clearing I '--
x Marklnoy I Y SCARIFY SUBSOIL TO 4" MIN. DEPTH 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE I U Lic. No. 035791,E
p All¢seat°besavedanall be marked with prrrdarnbb°nataheight clearly visible toequipment operators _ I } MULCH SAUCER COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 10�17�ZZ cyq•
LI No grading shall begin until the arm marking has been inspected and approved by a County Inspects.
DRIP LINE I FINISHED GRADE 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. �, 1
d. Precemtrnrnancan(erenee: I TREES UP TO 4" CAL. SHALL BE STAKED 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND ®PE ONAL
Z3 Treepresen•ahonandpretemonmemmssh it mviewedwiN econtractorona;te. 1/3 HT. OF TREE TREES 4" CAL. OR LARGER SHALL BE
PROTECTED'
GUYED WITH 3 EQUALLY SPACED
a. EanmmeM Distortion and Storage. GUYED
#12 GAUGE WIRE WITH HOSE
U Heavy equipartent. volucalar traffic and storage oftonstraction materials including wJ "I not be porratted within the driphrove clarets SNOW FENCE I I AND TURNBUCKLES. LOOP HOSE 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR �OFO C)
to be saved. I 1 - AROUND TRUNK ABOVE BRANCHES AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT.
AS SHOWN, FLAG WIRES WITH
S. San Freda. a ad Starrawater Hereon. Declem: rh COURVEY TAPE. REFER TO SPECS 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY
®rrch
saavrraashaunotadvemdyarrot .wbcaav I -II FOR ADDITIONAL INFORMATION. SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM
6. Eber: _� AMENDED solL Mlx THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN _ — —
ulw TI u�lll=-�1 11 III= � DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE Fires ere no[pnmittedwithinlW fat ofine dripline of hew wbe sevad. � "-y
�( —I 7. rear Mart
COMPACTED SUBGRADE PRESERVED AND PROTECTED. --
M?1 I :7 � — I \ •.
® Tmiemawriatashallwtbesmredwithinlooreetoftneaaphneofo-mambesaved. MI 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE
S. PretecrhaF,urmae r* Tree Planting and Staking Detail REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR
SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. I
0 ire®tobere[ainadwimin40fcetofapmposedbrdldivgorgradingacRviTyshallbapmtectedbyfmdng. � Not TO Scale l I I LOT •I
El Fend hallbein lacemdshellbeiva act mda edb aCom ins ator to ha on BOARD FENCE /�
nga p p ppr°° y ry p Prix gadingorcona D FENCE 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE I 12 ',,t \ Z
9. TevuWelb; COR�- AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP ■ g
23 wnentnegrmmdleeelmnstbemised�emplineofatmewbesavea,acaeweusnallbapro;deaawae°nsmrenmdaoul AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. ■ —I I \ a
submitted for approval. PIAS➢C FENCETLU
J� TREES UP TO 4" CAL. SHALL BE STAKED 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING I I z
10. TeeeW.11w WITH 2-2"x2" HARDWOOD STAKES. THE FINAL CLEAN-UP. I, I I I _ — — — O (n
LI Whca'hw ground level must be burned within the dripline atrac to be saved, a tree wall shall be provided; and a construction detail CORRECT METHODS OF TREE FENCING �I TREES OF 4" CAL. OR LARGER SHALL BE — o 0
submittetl for approval. GUYED WITH 3 EQUALLY SPACED, TWISTED,',
11. Temelrmeana Tannelme: \,� 1 / ANDTRUTURNBUCKLES.
GCWIRES WI TOP HOSE AROUNDEY _ —, U z
wn o-enen gis q reawtnn emntsorelem git albegoneaafarawayrrem a mkaoftmmmpombe.Twe g rI T.M.91-11 I U
id-
maaralagaaaanalne oaraaeama atemaevawn aiaa i pataa atnae as mamgwuamo-o femroota. �(II\vtljll� K� REFER TO SPECIFICATIONS FOR SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA ■ z 0 Q
J
12. Clete g / �/� FURTHER INFORMATION D.B. 5258-620 I I O z
® Protective Fmcivg mall be the Imtiwms removed dining the firm) deanup.
13. Damaned Trem: ;rm / D.B.1979-46 & 47 PLAT ■ I I LOT o
C0
® Damaged tram shall be treated immediately by ntinin , farali Rion or odor methods recommended by a trees acianx. W I I 13 I W
// GUYWIRES WITH RUBBER HOSE AND I I II J gkl
NOTE: IT IS THE DEV OPER'S RESPONSIBILITY TOCONFERUIREME TS. THE CONTRACTOR ON TREE CONSERVATION r W u
REQUIREMENTS.elT _ � � `�\
�\��7 TURNBUCKLES 2/3 UP TREE
\.t+ 2'•x2" HARDWOOD STAKES, ALIGN ____-->
11/17/2022 I ,wrl TOP of STAKES Landsca e Notes I ' __ — - _ > z
OWNERSIGNATURE (DATE) ,M ..-J'^"' /� `\ — �) II �(/ I I. MULCH SAUCER W ■ I I— —L — —Uj
""'" '/•^ �vTl /JI V' AMENDED SOIL MIX W —
CORRECT TRUNK ARMORING IV �IM�� NOTES: V1 ■--- --
CONTRACT PURCHASER 91GNATURE (DATE) +ett
Ice
s/(,acPe9a(e1( W" I, III 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFlCA770NS OF THE AMERICAN ASSOClA770N OF NURSERYMEN. I
TRIANGULAR BOARD FENCE 11 I1 i
THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE W LOT
CUT AND REMOVE BURLAP FROM TOP SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMENS ASSOCIATION, THE 14/RG/N/A SOCIETY OF z I I
aril 1/3 OF BALL AS SHOWN LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR \ \ I 14
SCARIFY SUBSOIL To 4" MIN. DEPTH THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. J I
2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE _ ■
III COMPACTED SUBGRADE HEIGHT • THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO lJ
\ SUPPORT THE OVERALL HEALTH OF THE PLANT. ■ I - - - - - - -
Evergreen Tree Planting Detail J. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED Q — �
Not To Scale IN 7HE AREA BETWEEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE - - N
PEDESTRIANSEll
P\ \ x
CD
PROPOSED 10'
LANDSCAPING EASEMENT
\ \ — PROPOSED 10' — — — — x x
\ \ LANDSCAPING EASEMENT LA1VE x
---—_ --� LAXIE fYR -
- - — - - - GA OPEN
-
- \ xL9
--
i
�f a
x
,
+ s
I LOT
•
5 - - (Ov�p�} AC
& M z
• s
. ,
T.M.91-13 II \ \\ -- x LOT M
COUNTY SCHOOL BOARD OF , + °
ALBEMARLE COUNTY, VIRGINIA LOT II LOT - - L\l - 55
D. B.1033-313 I 41 II 42
D.B.1033-313 \ --------- -- ---- -- --- LOT
— — — _ —
D.B.619-368 PLAT ____� II ----- I LOT ------- ------- --- 1 u W
I
�_ �— ----� - -- - �- r-I 1 56 6
I I I I I I I I I I I-- -- -� - I I I I I I ,• + N LL
-J 43 I I - I -- -� I -- I I I I I I o O
1 -- - - -- -- - - - - - - -
__________
I�,�- I I ____ __ o Q
________ _ 1===-=___ - ' _° `__� _-___- = _ _____ Lu LOT cv
1 _ a W 3
06
Q
LOT _ LOT =___ LOT LOT LOT LOT LOT �la� 8 - Z W
L45 I ;i 46 I 47 I L48 I = _� 49 + ___= 50 1 I LOT I 5z I =_ _ LOT I . , 1.. , s ;. =f ,W�
\ I I 53 h a 1 5 p Q
\ I ! ___ _ _ o 1 1 LOT �'
I I I I
_ a
J
� I I
----- --------_--- I Z
e
I
s o ,
1 n•�. LL
Q U
W w-- —'d✓ � m — l ' i. y • o IF-�II--II
i•
�.�. ., ✓ w w -w w —W' _ ---�I�j!JACKS-:N'�O
_ - ---- - 0 UR
- - _ - - - PROPOSED PUBLIC RO
_ -
(49' PU
s 134
° o W
i � W
—
— ----- ----- —--- S — ---
--
-I- - -L - ----- - ------ -- _ __- S
LL
— —
I --- ., � w �
I IUj
� 1 I I w r~°
LOT I I I I I - LOT I y LOT I LOT I LOT I LOT I l I
I LOT 38 i LOT '; LOT LOT 33 32 _ _= J LOT I LOT I 1 cn
4o LOT 1 37 36 35 34 31 3� 29 28 1 1
I LOT LOT LOT II H J
39 - 1 LOT LOT LOT 2 2z
,r ___ - _� __ __= 27 26 25 4 3
1 -- I I I-�_ -- r 1 EX 6'WOODE d `J
2
- - - I -I -- - - - -JI I 1 - -- - I I I 1 I J — FENCE
TO REMAI
-� J I_ I 1
-- -- — -- — ----� ______� J—*----- �— — ----- —-- =� I (NATURAL INISH)TY ® ® O
1 - - ----
A*04
u —
S S S S y _ — — — inn _ — — — :1n — -�r� inn inn inn
� —
T.M. 1A-B \ / M M S S - -- -
M M
y
M S OPEN SPACE,LU
P ASE IV,AVINITY -• — -
�j
AVON PRO ERTIES,LLC M
3 S S
y
a cn
D.B.22 7-750 \ / / M AA --- AA - JOB NO.
AVINITY ESTATES,LL�{ M
D.B.4894 228 PLAT D.B. 5124-678-A PLAT \yO \ M / M _ — — — - - - - - - M - M M M M M M M M �M 202194
D.B.4990-174
"- M / GRA LL' — I SCALE
D.B.4894-228 PLAT / 30 1 30 60 111 = 30l
SCOTTSVILLE ROAD HOLDINGS,LLC
D.B 558-379 PLA � _• T.M.91-16D
C
- •-,,,-• -""""' \ / �
C/O KAPPA IGMPGFROATIN FEETERNITY ( )
/ •-•" \ / SHEET N0.
D.- D.B.550, PG.608 PLAT 1 inch = 30 ft. I 17
G
50
III FEN E' TO
GRAPHIC SCALE
0 25 50 100
( IN FEET )
1 inch = 50 ft
rG0
LOT I �IaT
200
I
CROSS-SECTION
TREE PROTECTION
FENCING (TY6)
BOSS -SECTION #
rrcrt I � /�
18 +00 : h
LOT �L 3+oo
/ 2+00�
21 \
O �f
ROPOSED /
4+00. WM FACILIT`F ( a k .,
1 3+00 + EXISTING TREE
'<�CANC2+6o0 REMAIN
% F
CROSS-SECTION#1.
r10
9 gyp_
3
a °
EXISTING TREE 1
�ANOPY TO REMAIN
/
F
EXISTING STREAM 41
\
`S •11111 .�
40i
��
�AP�OPv`�
EXISTING TREE..
_ 51 J
CANOPY TO REMAI
b
4M BUFFER_
1+oo
0+00
• 1+00
/ o+00
PROPOSED
LANDSCAPING
25-43'TIE
T.M.91-i8
WOOD, WENDELL W
DB.1727, PG. 674
r10
520
EXIS
TING
PROPOSED
LOTS 22-27
520
510
LINE OF SIGHT
LANDSCAPING
510
Soo
Soo
490
490
48o
480
470
SCOTTSVILLE ROAD
_ — — —
_
— —
_
470
60
I
(STATE ROUTE 20)
46o
V1
M
N
00 'i
eM'I N
00 lD
lD
S
1
r
N
00
'i
\D 00
d
00
0
0+00 1+00 2+00 3+00 4+00
CROSS-SECTION #1
S40
5+00
6+oo
r40
530
520
EXIST!
G LINE OF SIGH
G
LOTS 18-19
0
20
510
TREES
510
500
00
490
490
48o
470
SCOTTSVILLEROAa —
--
----------------
48o
—
470
6o
(STATE ROUTE 2o)
___
PRO OSED WALL
6o
Q
0)
d
S
W
D
N
N
S
n O
d
d
N
S S
00
0
0+00 1+00 2+00 3+00
CROSS-SECTION #2
4+00
PROPOSED
,,---VLANDSCAPING
5+00
ri.0
530
PROPOSED
-LAND GAPING LI
E OF SIGHT
530
520
S20
S10
---- —
LOT 54
S2o
Soo
Soo
490
480
SCOTTSVILLE ROA —
--
470
-------
4J0
46o
460
(STATE ROUTE 20)
450
450
N
01 f\
0)
00 H
N 1p
0)
N M
Ln 1p
l^
'0
O \D
ri kD
6 LD
M
6 W
W
00
S
S It
d d
d 't
S d
S S
d
S00
0+00 1+00 2+00 3+00 4+00 5+00
CROSS-SECTION #3
6+oo
7+00
SCOTT7R. CDLLINS'Z
F-,
Lie. No. 035791,E
pPA
10/17/22�4
�.S'Innrnl. E��l
ti
CD
2
L9
z�
z
M
O1 Q
yM
V m
W N oC
O Q
W�
N 06
��/�
V)
z w z
w U
L9w
O Q
ZV)
1:4 ii.-_qV)
x LL 0
W"
W
ul L
H
zW w
X
— � Q
J W Q
J � (D
00
O
N
w
O W
d 1n
JOB NO.
202194
SCALE
ill =50'
SHEET NO.
18