HomeMy WebLinkAboutSDP202300064 Plan - Submittal (First) Initial Site Plan 2023-10-16GENERAL NOTES
r..1FNRRt1t1K AT FtItITNTI L -PRA.C%F IV
OWNER: GLENBROOK LLC
PO BOX 1467
CHARLOTTESVILLE,455SEONDSTR T ESU INITIAL SITE PLAN & PRELIMINARY PLAT
2902
DEVELOPER: RIVERBEND DEVELOPMENT, INC.
455 SECOND STREET, SE SUITE 400
CHARLOTTESVILLE, VA 22902
AT7N: ALAN TAYLOR
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST, SUITE K
CHARLOTTESVILLE, VA 22902
(434)293-3719
TAX MAP NO.:
1. 056A2-01-00-062RO (INST. #'202200012613) - 2.162 ACRES
2. 056KO-00-03-11800 THROUGH 056KO-00-03-12000 (INST. #'202200012613) - 0.09 ACRES
J. EXIS77NG RIGHT-OF-WAY (PLATTED/ NOT YET DEDICATED) - 0.03 ACRES
TOTAL AREA:
2.162 AC. (PHASE IV) + 0.18 AC (LOTS 116,117,&118) + 0.012 AC. (POR770N OF OPEN SPACE H WITHIN PHASE Ill)
2.354 ACRES
ZONING:
R-6 ZONING (CLUSTER DEVELOPMENT) NTH PROFFERS (2MA 2016-05) & (ZMA2021-15), WITH MANAGED SLOPES
OVERLAY DISTRICT AND ENTRANCE CORRIDOR OVERLAY DISTRICT.
NOTE: IMP 56A2-1-62R IS SUBJECT TO 7HE APPLICA77ON PLAN AND PROFFERS ASSOCIATED K17H ZMA2016-00005
AND ZMA2021-00015.
PROPOSED USE.,
PHASE IV (THIS PHASE)
SINGLE FAMILY ATTACHED TOWNHOUSE UNITS = 12 UNITS
TWO FAMILY ATTACHED DWELLING UNITS WITH FEE SIMPLE LOT = 14 LOTS (28 UNITS)
(NOTE#1: THE TWO FAMILY ATTACHED DWELLING UNITS INCLUDE (27) AFFORDABLE UNITS)
(NO7F#2: TYPICAL NUMBER OF BEDROOMS FOR EACH TWO FAMILY ATTACHED DWELLING UNITS SHALL BE (2) OR (3)
BEDROOMS, EXCEPT FOR 7HE (14) 1-BEDROOM RENTAL UNITS 107HIN 7HE BASEMENT UNIT OF THE TWO FAMILY
ATTACHED UNIT)
PHASE 111 (PORTION OF PHASE III WITHIN THIS SI7F PLAN) - LOTS 116, 117, & 118
SINGLE FAMILY ATTACHED TOWNHOUSE UNIT = 1 UNIT
TWO FAMILY ATTACHED DWELLING UNITS WITH FEE SIMPLE LOT = 2 LOTS (4 UNITS)
(NO7E#1: TYPICAL NUMBER OF BEDROOMS FOR EACH TWO FAMILY ATTACHED DWELLING UNITS SHALL BE (2) OR (3)
BEDROOMS, EXCEPT FOR 7HE (14) 1-BEDRO01,4 RENTAL UNITS WI7HIN 7HE BASEMENT UNIT OF 7HE TWO FAMILY
ATTACHED UNIT)
DENSITY.,
PHASE IV DEVELOPMENT.- 41 UNI7S / 2.162 ACRES = 19.0 DUA
OVERALL ALLOWABLE DENSITY FOR REZONING PARCELS = 180 UNITS
PHASE l = 84 UNITS WITHIN REZONING AREA (23887 ACRES)
PHASE 11A = 7 UNITS WITHIN REZONING AREA (0.875 ACRES)
PHASE 11B = 48 UNITS 107HIN REZONING AREA (12.88 ACRES)
PHASE IV = 41 UNITS WITHIN REZONING AREA (2.162 ACRES)
TOTAL DENSITY.- 180 UNITS / 39.804 ACRES = 4.52 DUA
BUILDING TYPE.,
PHASE IV IS EXCEPT TO THE REQUIRED BUILDING TYPES PER THE REZONING APPLICA77ON PLAN.
PHASE IV PROPOSES 41 SINGLE FAMILY ATTACHED AND TWO-FAMILY SINGLE FAMILY ATTACHED UNITS.
OPEN SPACE:
OVERALL REQUIRED OPEN SPACE FOR REZONING (25%) = 39.804 ACRES x 25% = 9.951 ACRES
TOTAL OPEN SPACE PROVIDED
PHASE I: 5.8 ACRES
PHASE 11A: 0.0 ACRES
PHASE 11B: 0.947 ACRES
PHASE IV., 0.576 ACRES (PLUS 0.012 ACRES WITHIN PHASE /11) - 7HIS PHASE
OPEN SPACE G. 0.282 ACRES
OPEN SPACE H: 0.306 ACRES
PREVIOUS GREEN WAY DEDICA770N: 2.70 ACRES
TOTAL OPEN SPACE PROVIDED: 10.023 ACRES
OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION, WITH EXCEP77ON OF THE GREENWAY
OPEN SPACE, WHICH IS DEDICATED TO ALBEMARLE COUNTY.
RECREA77ON AREA:
NO CIVIC OR RECREA77ON SPACE IS REQUIRED OR PROPOSED WITHIN THIS PHASE OF THE PROJECT.
PRESERVED/MANAGED SLOPES: NO PRESERVED SLOPES OR MANAGED SLOPES ARE SHOWN WITHIN THE LIMITS OF THIS PHASE ON THE
PROPERTY.
BUILDING HEIGHTS:
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET (PER ZONING ORDINANCE)
NOTE: TOWNHOUSE UNITS-3 STORIES (EAVE MAX. HEIGHT = 30 FEET)- POPLAR UNITS (800 SF FOOTPRINT)
TWO FAMILY ATTACHED UNITS: 3 STORIES (EAVE MAX. HEIGHT = 30 FEET) -2 OVER 1 UNIT (925 SF FOOTPRINT)
SETBACKS:
FRONT,MIN. 5' (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE)
MAXIMUM - 25' MAXIMUM SETBACK
SIDE.' MINIMUM - 5 FEET, UNLESS THE BUILDING SHARES A COMMON WALL
MAXIMUM - NONE
BUILDING SEPARATION: 10 FEET, UNLESS THE BUILDING SHARES A COMMON WALL
REAR: 20' MINIMUM AND NO MAXIMUM
NOTE.- A SPECIAL EXCEP77ON REQUEST HAS BEEN SUBMITTED WITH THE PRELIMINARY SITE PLAN TO ESTABLISH A 10,
REAR BUILDING SETBACK FROM THE EDGE OF THE ALLEY EASEMENT FOR THE LOTS FRON77NG PARK RIDGE DRIVE.
SUBDIVISION STREETS:
CURB & GUTTER
U7ILl77ES:
COUNTY WATER & SEWER
WATERSHED:
LICKINGHOLE CREEK WATER SUPPLY WATERSHED
AGRICULTURAL/ FORESTAL DISTRICT,' NONE
TOPO & SURVEY.'
TOPOGRAPHY PROVIDED BY A COMBINA77ON OF ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC.,
✓ANUARY 20OZ GRADED AREAS WERE FIELD SURVEYED IN 2023. 7HE UPDATED BOUNDARY LINE INFORMATION WAS
SURVEYED AND PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN OCTOBER 2023. INFORMATON FIELD VERIFIED BY
COLLINS ENGINEERING IN OCTOBER OF 2023.
DATUM:
NAD 83
EXIS77NG VEGETATION:
PAR77ALLY CLEARED AND GRADED UNDER PREVIOUS LAND DISTURBANCE PERMIT.
LIGHTING:
NO LIGH77NG IS PROPOSED
PARKING:
REQUIRED PARKING:
1. (2) OFF-STREET PARKING REQUIRED FOR EACH UNIT SFA UNIT:
14 UNITS x 2 SPACES = 28 SPACES
2. (2) PARKING SPACES REQUIRED FOR EACH 2-BEDROOM SFA TWO-FAMILY UNIT•
16 UNITS x 2 SPACES = 32 SPACES
J. (1.5) PARKING SPACES REQUIRED FOR EACH 1-BEDROOM TWO-FAMILY UNIT.
16 UN17S x 1.5 SPACES = 24 SPACES
J. GUEST PARKING (1 SPACE / 4 SFA/MUL77-FAMILY UNITS):
46 UNITS x 1 SPACE/4 UNITS = 12 SPACES
TOTAL REQUIRED PARKING: 96 SPACES
TOTAL PARKING PROVIDED (SFA & TWO-FAMILY ATTACHED UNITS):
48 GARAGE/DRIVEWAY PARKING SPACES
23 OFF-S7REET PARKING SPACES (INCLUDING 1 ADA HANDICAP SPACE)
25 ADDIT70NAL OVERFLOW SPACES FROM PHASE III DEVELOPMENT
TOTAL PROVIDED: 96 SPACES
NOTE #1: ON -STREET PARKING SHALL BE PROVIDED ON ONE SIDE OF THE STREET WHERE INDICATED ON SITE PLAN.
NO PARKING SIGNS WILL BE SHOWN ON THE FINAL SITE PLAN DESIGNATING AREAS FOR ON -STREET PARKING AND WHERE
THE ON -STREET PARKING IS PROHIBITED.
NOTE #2: BETWEEN PHASE Ill & PHASE IV, THERE ARE 61 OFF-S7REET PARKING SPACES, REQUIRING A TOTAL OF (3)
ADA HANDICAP PARKING SPACES. 2 HANDICAP SPACES ARE PROVIDED IN PHASE Ill AND 1 HANDICAP SPACE IS
() ()
PROVIDED IN PHASE IV.
AFFORDABLE HOUSING:
TO BE ACCOMMODATED AS N07ED IN THE PROFFERS. SEE SHEET 2 FOR ADD177ONAL DETAILS. SEE SHEET 4 FOR
LOCATION OF PROPOSED 27 AFFORDABLE HOUSING UNITS.
PHASING:
THIS PROJECT IS PART OF THE OVERALL GLENBROOK PROJECT, WHICH IS BEING DEVELOPED IN PHASES TOTAL, INCLUDING
PHASE 1, IIA, IIB, Ill, IV & V.
BURIAL SITES:
NO CEMETERIES WERE FOUND DURING A FIELD INVES77GA77ON OF THE SITE.
RETAINING WALLS:
THERE ARE NO RETAINING WALLS PROPOSED WITH THIS PHASE OF THE DEVELOPMENT.
LANDSCAPING.
STREET TREES ARE PROPOSED ALONG 7HE NEIGHBORHOOD STREETS IN ACCORDANCE WI7H ALBEMARLE COUNTY
LANDSCAPING REQUIREMENTS W17HIN SEC77ON 32.7.9 OF THE COUNTY CODE AND IN ACCORDANCE WITH CHAPTER 14. 7HE
FINAL SITE PLAN SHALL INCLUDE A LANDSCAPING PLAN FOR THIS PHASE OF THE DEVELOPMENT.
BUILDING SITES:
EACH PARCEL CONTAINS A BUILDING SI7E 7HAT COMPLIES WITH SEC77ON 4.2.1. OF THE ALBEMARLE COUNTY ZONING
ORDINANCE.
STREAM BUFFERS/FLOODPLAIN: THIS SUBJECT PROPERTY IS LOCATED IN ZONE X. THERE IS NO 100-YEAR FLOODPLAIN LIMITS ON 7HE
SUBJECT PARCELS, PER FEMA MAPS 51003CO228D & 51003CO229D, FEBRUARY 4, 2005. THERE ARE NO STREAM
BUFFERS LOCATED WITHIN 7HIS PHASE OF THE DEVELOPMENT. THIS PROJECT IS NOT LOCATED WITHIN A DAM
INUNDA77ON ZONE.
OFFS17E DISTURBANCE.'
NO OFFSIDE DISTURBANCE IS PROPOSED WITH THIS PLAN.
TRASH:
EACH LOT & UNIT ON THE LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER FOR COLLECTION SERVICE.
PAVED PARKING AND CIRCULATION: 13,305 SF
WHITEHALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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SHEET LAYOUT
SCALE: 1" = 100'
FIRE FLOW / BUILDING CALCULATIONS:
WATER SEWER: THE DEVELOPMENT WILL BE SERVED WITH PUBLIC WATER AND SEWER. THE WATER PRESSURE FOR THE DEVELOPMENT IS 2850 GPM AT 60 PSI.
ISO CALCULATIONS, 7HE MAXIMUM REQUIRED FIRE FLOW FOR THE PROPOSED USE, BASED ON ISO CALCULATIONS IS 1250 GPM.
Mt-rrMUUJ AfCCAJ:
Proposed Roadway 17,820 sf
Proposed Sidewalk 5,715 sf
Proposed Driveways 5,760 sf
Proposed Residences 31,500 sf
Proposed Emergency Access 0
60,795 s
LAND AREAS.'
PHASE Ill.'
LOTS.' 0. 167 ACRES
ROW 0.115 ACRES
OPEN SPACE: 0.012 ACRES
PHASE IV.*
LOTS: 1.343 ACRES (62.2%)
ROW.' 0.243 ACRES (11.2%)
OPEN SPACE.' 0.576 ACRES (26.6%)
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FINAL SITE PLAN SHEET LIST
Sheet Number
Sheet Title
1
COVER SHEET
2
PROFFERS
3
EXISTING CONDITIONS
4
SITE PLAN
5
GRADING & UTILITIES PLAN
6
NOTES & DETAILS
7
STORMWATER MANAGEMENT PLAN
TOTAL SHEETS
7
TRIP GENERATION CALCULATIONS
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL
(10TH EDITION)
46 MULTIFAMILY HOUSING (LOW-RISE) UNITS (CODE 220)
TOTAL ADT: 336 VPD (168 ENTER/168 EXIT)
AM PEAK: 21 VPH (5 ENTER / 16 EXIT)
PM PEAK: 26 VPH (17 ENTER/ 9 EXIT)
LEGEND
ROADS
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EXIS77NG CULVERT
EARTH DITCH
0
CULVERT
DRIVEWAY CULVERT
E71Q
DROP INLET & S7RUC7URE NO.
BENCH MARK
CURB
CLEARING LIMITS
0
CURB & GUTTER
- - - -
PROPOSED PAVEMENT
T
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EC-3A DITCH - -
- -200- - -
- EXIS77NG CONTOUR
DEP774 OF EC-3A DITCH
PROPOSED CONTOUR
Zoo
240.55
VDOT STANDARD STOP SIGN
EC-2 DITCH
PROPOSED SPOT ELEVA 77ON
6'
DEPTH OF EC-2 DITCH
BUILDING 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.
2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN
ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE.
3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE
MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE 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 NOT TO 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 COUNTY AND VDOLI. CONTACT VDOLI FOR
THEIR 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 DEVELOPER CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN
THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL
INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS
INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE
METER(S)/BUILDING(S).
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.
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
SCOTT /R. C'86LLINS
Lic. No. 035791
'dpo 10/16/23 ���
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JOB NO.
112066
SCALE
AS SHOWN
SHEET NO.
1
PROFFER STATEMENT
FOOTHILLS CROSSING
Date: February 6, 2017
ZMA #: 2016-05
Tax Map Parcel #: 056A2-01-00-06200, 05600-00-00-057CO, 05600-00-00-057B2, 056A2-01-
00-06100, and 056KO-00-00-00OA2 (the `Property')
Owner(s) of Recor(k Route 240 Holdings, LLC; Edmund J. Daily, Christopher Daily & Cynthia
Daily DiCaoio; Route 240, LLC; and Foothills Crossing, INC.
Rezone parcel 056A2-01-00-06200 totaling approximately 113 aces from R2 Residential. (R2) to R6
Residential IRIS), and mom then parcels (05600-WO)-57CO, 05600-00-00-057B2, and 056ICO-00-
00-00OA2) totaling approximately 3156 acres from Rf Residential (R]) to R6, and a portion of parcel
056A2-01-00-6100, containing 3.24 acres from Light Industrial (Ll) to R6.
Total Laid Ares: 37.93 acres
Pursuant to Sections 33.4 and 33.7 of rise Albemarle County Zoning Ordinance, the Owner hereby
voluntarily proffers the conditions listed herein below which shall be applied to Foothills Crossing
(hereinafter the `Pmpevfy if the Zoni.ig Map Amendment (hereinafter the "ZMA') is approved by
the County of Albemarle (the "County'). These conditions are proffered as a part of the requested
ZMA. and it is agreed that (1) the ZMA itself gives rise to the need for the conditions, and (2) such
conditions have a reasonable relation to the rezoning requested
The term "Owner' as referenced herein shall mean the owner(s) of record and successors in interest
of parcels 056A2-01-00-06200, 05600-00-00-057CO, 05500-WOO-057B2, 056KC-00-00-000A2, and a
portion of 056A2.01-00-06100.
The Application Plan shall refer to that certain Application Plan prepared by Collins Engineering
February 16, 2016 last revised January 1.2017 (the "Application Plan'). Future development of the
Property shall be in general accord with the Application Plan. To be in general accord with the
Application Plan, the development and use shall reflect the major elements shown on the Application
Plan and listed below, as determined the Director of Planning or his designec:
a) Streets shall be interconnected, except where described in Note 13 of the Application Plan.
b) There shall be a mixture of housing types and maximum number of units as described in
building type and density in the General Notes section of the Application Plan.
c) Buildings shall be oriented towards public streets as described in Note 9 of the Application Plan.
A amp of open space shall be provided along the Eastem Avenue Connector Road and Park
Ridge Street, where necessary, to provide additional landscape buffering of any rest yards
abutting the open space where backs of buildings are visible from the street.
Page I of 8
controls established by this paragraph 6B. At least thirty (30) days prior to the
conveyance of any interest in any Fox -Rent Affordable Housing Unit during the
Affordable Term, the then-cuoent Owner shag 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 6B(2) have been satisfied.
(3) Reg Rental Rates. During the Affordable Term, within thirty (30) days of each
rental or lease term for each For -Rent Affordable Housing Unit, the then -current
Owner shall provide to the Albemarle 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,durin the Affordable T the
agreem g arm,
then-c sirent Owner shall provide to the County, if requested, any reports, copies of
rental or lease agreements, or other data pertaining to rental rates ss the County may
reasonably require.
C. Cash. in lieu of Construg&g Affordable Dwelling Units. In lieu of constructing For -Sale,
or For -Rout Affordable Dwelling Units for fifteen percent (15%) of the total number of
Units, the Owner has the option to make a cash contribution to Albemarle County for the
affordable howing program in the amount of Twenty -Four Thousand and Three Hundred
Seventy Five Dollars (324,375,00) (the "Affordable Housing Cash Proffer') for each such
unit The total cash contribution due to Albemarle County as noted above shall be based on
the total number of affordable units built in the Project
7. Cost Ind
Beginning )muary I of each year following the approval of this rezoning, the amount of each cash
contribution required by Proffers 5 and 6 shall be adjusted annually until paid, to reflect any increase
or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index ("MSI')
for masonry walls in the Mid -Atlantic. The annual adjustment shall be made by multiplying the
proffered cash contribution amount due for the preceding year by a friction, the numerator of which
shall be the MSI n of December 1 in the preceding calendar year, the denominator of which shall be
the MSI as of December 1 in the you preceding the calendar year most recently ended (the "Annual
Percentage Change'). By way of example, the first annual adjustment shall be Seven Thousand
Throe Hundred and Thirty Three Dollars and Eighteen Cents ($7,333.18) x 2018 MSI/2017 MSI.
Each annual adjustment shall be heard on the amount of the proffered cash contribution due for the
immediately preceding year based on the formula contained in this Proffer 7 (the amount detived
from such formula shag be referred to bereinafter as the "Cash Contribution Due'), provided,
bowever, in no event shall the cash contribution amount paid by the Owner be less than Seven
Thousand Three Hundred and Thirty Three Dollars and Eighteen Cents ($7,333.18) per single family
detached dwelling unit and Five Thousand Four Hundred and Forty Seven Dollars and Fifty Seven
Cents (35,447.57) per single family attached dwelling unit and Seven Thousand I = Hundred and
Nineteen DDRars and Ninety One Cents ($7,419.91) per multifamily dwelling unit under Pmffa 5 or
Twenty -Four Thousand and Three Hundred Seventy Five Dollars (524,375.00) per affordable
dwelling unit under Proffer 6 (the "Minimum Cash Conttibution'D. The Annual Percentage Change
shall be calculated each year wing the Cash Contribution Due, even though it may be less than the
Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the
Minimum Cash Contribution. For each cash contribution that is being paid in increments, the
unpaid incremental payments shall be correspondingly adjusted each year.
Page 5 of 8
d) The Greenway tend system shall include a connection to this phase of the Foothill Crossings
Neghborhood and a connection to Crozet Park.
The headings of the proffers and conditions set forth below have been prepared for convenience or
reference only and shal not control or affect the meaning or be mkea as an iatetpremtion of any
provisions of the proffers.
L PaT�yctreet Road Construction and Dedication
The Owner shall cause to be constructed a two lane road in the general location of the road
identified as Park Ridge Street ("Park Ridge") on the Application Plan. Park Ridge will be an
"avenue section" in design, with bike lanes, parking, sidewalks, street trees, and curb and gutter. Park
Ridge shall be constructed, bonded and ready to be recommended by the tllbemade County Board
of Supervisors for acceptance into the public system, and the County Engineer shall aaw determined
that the roadway is safe and convenient for traffic (hereinafter, "completed") prior to issuance of the
tenth (10e) certificate of occupancy (herein after "CO') within the Property. Once the Owner
completes Park Ridge and within sixty (60) days after the written request of the County, the Owner
shall dedicate Park Ridge as a public road
2. Eastern Avenue Connector Road Construction and Dedication.
The Owner shall cause to be constructed a two lane road in the general location of the road
identified as Eastern Avenue Connector Roadway C Eastern Avenue') on the Application Plan.
Eastern Avenue will be an "avenue section" in design, with bike lanes, parking, sidewalks, street
trees, and curb and gutter. Eastern Avenue shall be constructed, bonded and ready to be
recornmended by the Albemarle County Board of Supervisors for accepmace into thepublic system,
and the County Engineer shall have determined that the roadway is safe and convenient for traffic
(hereinafter, "completed') prior to issuance of the fiftieth (506) CO within the Property. Once the
Owner completes Eastern Avenue and within sixty (fill) dayR after the written request of the County,
the Owner shall dedicate Eastern Avenue as a public road.
3. Greenway Trails.
A. Construgju andDedication of irecil InA
A primitive trail network, consistent with the County's design standards for a Class B-
type 1 primitive nature trail, shall be established within the Greenway. The installation
of the trail dha0 not preclude the future conversion, by others, of the trail to Class A -
paved trail standards. The general location of the trail network is shown on the
Application Plan, however exact trail locations shall be determined based on site
conditions. Installation of the trail network shall be completed prior to issuance of
approval of the tenth (100a) CO for a single family dwelling within the PtOom.
Upon the request of the County, but not prior to the issuance of the tenth (101h) CO
within the Project, the Owner shall dedicate to the County an casement for public use
over the CIreenway area, as shown on the Application Plan. Prim to the County's
request to dedicate such easement, the Owner may dedicate portions of the Gteenway,
by casement concuaently with one or more subdivision plats for areas lying adjacent to
the Cueenway; provided however, that Owner may reserve in such easements, rights of
Page 2 of 8
S. Credit For In -Bind
Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash
Contributions shall not commence until the number of units, to which such Cash Contributions
apply have been completed that results in what would have been a total Cash Contribution equal to
the value of i) Eastern Avenue, and related improvements to be completed by Owner, h) the
Pedestrian Tunnel and ih) the C.reenway Trailimprovements, (collectively referred to as the "In -kind
Contribution'). The In -Kind Contribution shall be One Million Two Hundred Thousand Dollars
($1,200,OOD.00). The In -kind Contribution reflects the value of the fmprovements that the Owner
has committed to make pursuant to these proffers that are for the benefit of the public The Owner
shall not be required to pay any per unit Cash Contributions until the time of the issuance of the
building permit for a new unit completed after applying the aforementioned credits for the In -kind
Contmbntion. In the event that the Project is completed prior to the balance of the En -kind
Contribution being exhausted, any remaining balance of the In -kind Contribution may not be applied
for say other project or development
Page 6 of 8
access fox utilities and maintenance Each subdivision plat shall depict the Greeaaay
area to be dedicated and shall beat a notation that the Greenway arm is dedicated for
public use If, at the time the County requests dedication of the Greeaway, any part of
the Cmenway that has not been dedicated by subdivision plat, shall be (within six (6)
months of such request) at Owner's cost, surveyed, platted and recorded with one or
mote deeds of easement dedication.
B. Bike and Pedestrian Tunnel
Pursuant to approval by VDOT and the County, the llwner shall construct a bike and
pedestrian tunnel (herein after the `Pedestrian Tunner) along the trail network u it
passes underneath Eastern Avenue The Turmel design shall be submitted for review
with the roadway plans for Eastern Avenue. Installation of the Tunnel shall be
completed prior to issuance of approval of the tenth (loth) CO for a single family
dwelling within the Project
4. Community Civic Space.
The Owner shall provide not less than 20,000 square feet of land within the Project for a Civic Space
in the general location identified can the Application Plan. The Civic Space shalt be substantially
completed prior to the issuance of approval of the tenth (1061) CO within the Project Parks and
Civic Spaces shall be conveyed to, and maintained by the Owner's Association. The Owner shall pay
the cost of subdividing and conveying the Parks and Civic Spaces to the Owner's Association.
5. Cash Proffer for Capital Improvements Projects.
The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number
of units that are allowed by right tender the zoning in existence at the time of this zoning amendment
for the purposes of addressing the fiscal impacts of development on the Comity's public facilities and
infractrvctme, i.e., schools, pob&c safety, hlmrar;es, Parks and tnnspartation. For the proposes of this
Proffer 5, the number of units allowed by right under the R-1 Residential zoning is thirty five (35)
single-family detached wits. A "market rate" unit is any single-family detached unit in the Project
that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in
Proffer 6 The crib contributions shall be Seven Thousand Three Hundred Thirty Three Dollars
and Eighteen Cents 17,333.18) for each single family detached dwelling unit, other than a
constructed Fa Sale Affordable Dwelling Unit within the Project qualifying as such under Proffer 6
In other words, the cash contribution for market rate dingle family units shall begin after a budding
permit for the 35th market rate single family unit is issued and prior to the Owner obtaining a
building permit for the 36th market we single family unit The cash contributions shall be Five
1housanr. Four Hundred Forty Seven Dollars and Fifty Seven Cents ($5,447.57) `or each single
family attached dwelling unit, other than a constructed Far -Sae Affordable Housing Unit or a For
Rent Affordable Housing Unit within the Project qualifying as such and Proffer 6. The cash
contributions shall be Seven Thousand Four Hundred Nineteen Dollars and Ninety One Cents
($7,419.91) for each multifamily dwelling unit, other than a constructed For Sale Affordable Housing
Unit or For Rent Affordable Housing Unit within the Project qualifying as such underPmffer 6.
Page 3 of 8
The undersigned Owners) hereby proffer that the use and development of the Property shall be in
conformance with the proffers and conditions herein above, and these prot'fets shall supersede all
other proffers and conditions made prior hereto. 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
WITNESS the following signature:
OWNERS of Tax Map Parcel 05600-00-00-0571112:
By
CHRISTOPH DAII.
By.
EDMUND . DAILY (\�J
(afNTH]A L. DAILY DICANIO
Date: 6 20/7-
OWNER of Tax Map Pame105600-00-00-057CO & 056A2-01-00-06200:
ROUTE 240 //H�jOLLDINGS, LLC, a Virginia limited liability company
By. 0&
ALANTAYLOR, MANAfffik A-JTPt-rkl t60 Opole-Cln_
Date: Fe_b $1 100
Page 7 of 8
6. Affordable Housing.
The Owner shall provide affordable housing equal to fifteen percent (15a/n) of he total number
residential units constructed on the Property. For example, if one hundred (10)) total units are
constructed in the Project, fifteen (15) units, or their equivalent, are required to satisfy this Proffer 6.
The Owner or its successors to interest reserve the right to meet the affordable housing objective
through a variety of housing types, or through cash contributions, as more particuarly described in
sections 6A, 6B and 6C below.
A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing
Units,(defined below) shall be approved by the Albemarle County Homing Office or its
designee. "For -Sale Affordable Housing Units" shall be dwelling units offered for sale
at no mom than sixty five percent (65a/o) of Virginia Housing and Development
Authority's ("VHDA') maximum salts price for first time hcme-buyer program. The
Owner shall provide the County or its designee a period of one hund-ed twenty (120)
days to identify and prequalify an eligible purchaser For-Sa c Affordable housing Units.
The one hundred twenty 020) day period shall commence upon written notice from the
Owner that the unit(s) shall be available for sale. This notice shall not be given more
than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable
For -Sale Affordable: Housing Unit; the County or its designee may then have thirty (30)
days within which to provide a qualified purchaser for such For -Sale Affordable
Housing Unit. If the County or its designee does not provide a qualified purchaser
during the one hundred twenty (120) day period, the Owner shall have the right to sell
the unit(s) without any restriction on sales price or income of the pueehiser(s).
B. Fox -Rent Affor
(1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks
qualification for the purposes of this proffer 6, ("Fur -Rent Affordable Housing
Unit' }shall not exceed the rheu-current and applicable maximum net rent rate approved
by the Albemarle County Housing Office. In each subsequent calendar year, the
monthly net rent for each Pot -Rent Affordable Housing Unit may be increased up to
three percent (3o/a). For purpose of this proffer b'B, the term "net rent" means that the
rent does not include tenant -paid utilities. The requirement that the rena for such for -
rents fox such For -Rent Affordable Housing Units may not exceed the maximum rents
established in this paragraph 6B shall apply for a period of ten (10) years following the
date the certificate of occupancy is issued by the County for each Fur -Rent Affordable
Housing Unit, or until the units are sold as low or moderate cost units qualifying as such
under either the Virginia Housing Development Authority, Fatmem 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 Fox -Rent Affordable
Housing Units during the Affordable Term shall contain language reciting that such unit
is subject to the terms of this subparagraph (2). In addition, all contracts pertaining to a
conveyance of any For -Runt Affordable Housing Unit, or any part thereof, during the
Affordable Term shall contain a complete and full disclosure of the restrictions and
Page 4 of 8
OWNER of Tax Map Panel 056A2-01-00-06100:
ROUTE 240, /JL/JL�(�C� a Virginia limited liability company
By: V -
-A—
ALANTAYLOR, hv'Rfiv2izr_o Orrle-R-n,
Date: F,6 q,
OWNER of Tax Map Parcel 056KO-00-00-00OOA2:
FOOTHILLS
///(CROSSING, INC., a Virginia corporation
B. V ,&
ALAN TAYLOR, A%JT1[-vv14`Z—Pr) or Pl.�re4�
Date:
IIbS]f6l 6
Page 8 of 8
Amended PROFFER STATEMENT
FOOTHILLS CROSSING
Date: March 28, 2022
ZMA#: 2021-0015
Parcel ID #: 056A2-01-00-06200
Owner of Record: Glenbrook LLC
Rezone Parcel ID # 056A2.01.00-06200, totaling approximately 1.89 acres, from R-6 Residential to R-
6 Residential.
Total Land Area: 1.89 acres
The owner and applicant specifically deem the following proffers reasonable and appropriate, as
conclusively evidenced by the signature(s) on this document.
The Proffer Statement for Foothills Crossing, ZMA 2016.05, dated February 6, 2017, and approved by
the Albemarle County Board of Supervisors on February 8, 2017, shall remain In full effect, except
that the development of Parcel ID # 056A2-01-00-06200 (the "Property) shall be In accord with the
Application Plan prepared by Collins Engineering dated February 16, 2016 and last revised on
February 18, 2022, exempting the Property from the Building Type requirements of ZMA 2016-05.
[Signature page follows)
The undersigned Owners) hereby proffer that the use and development of the Property
shall be In conformance with the proffers and conditions herein above. 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
WITNESS the following signature:
OWNER of Parcel ID # 05GA2-01-00-06200:
Glenbrook LLC, a Virginia limited liability company
By: Rlverbend Development Inc.
Its: President
Alan R. Taylor
Its: President 1 J
Date:7.7^-
RI
2
SCOTT /R. Cl9'LLI:
Lic. No. 035791
10/16/23��
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1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED
ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005.
2. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH &
GALE AND LOUISA AERIAL SURVEYS. THE BOUNDARY LINE
INFORMATION IS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES IN
OCTOBER 2023. TOPOGRAPHY WAS UPDATED IN OCTOBER 2023
WITH FIELD SURVEY AND HAS BEEN FIELD VERIFIED IN OCTOBER
EXISTING LOT LINES FOR LOTS n6-120 2023.
CSX RAILROAD (INST. #:202200012613) TO BE VACATED 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY.
MANAGED STEEP 20' WATERLINE EASEMENT THE MANAGED STEEP SLOPE IS LABELED.
SLOPES D.B. 611, PG. 440 io' PRIVATE DRAINAGE EASEMENT 4. 100' WPO STREAM BUFFER IS SHOWN. THE 100' WPO STREAM
20' PRIVATE DRAINAGE EASEMENT D.B. 692, PG. 148 T. #:202200012613 TO BE VACATED BUFFER IS BASED ON THE FIELD SURVEY OF THE EXISTING STREAM.
INST. #:202200012613 THE STREAM WAS LOCATED BY ROUDABUSH, GALE & ASSOCIATES.
TO BE VACATED o , „ , N89° 59' 55"E 59.85'
[/p[))��� S89 59 55 W 555.42 _ - S89°59'59"w 216.08'
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J 0.12 AC. PORTION OF GLENBROOK PHASE III
INST. #:202200012613 INST. #:202200012613 TO BE VACATED
-�-- f TO BE DEDICATED TO TMP-56A2-01-62R
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----
__________________,\ �64 12' 55"E 3.04' \ NO3° 39' 13"E 29.86' SEE GLENBROOK FOOTHILLS
PHASE III SITE PLAN AMENDMENT #1
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NBROOK AT FOOTHILLS, PHASE III ,' I
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I_ N030 39' 13"E 1341' 69� m RESIDENTIAL
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Lic. No. 035791
10/16/23 47
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EX.12" D.I. RWSA WATER LINE D.B.612, PG.547 CSX RAILROAD NOTE: ONLY RWSA APPROVED
--LANDSCAPING IS ALLOWED TO BE
'NO PARKING -FIRE LANE' PLANTED WITHIN THE 9.5' LANDSCAPE
SIGNS SHALL BE PROPOSED 6' LANDSCAPING AND MAINTENANCE EASEMENT
PROPOSED VAR. WIDTH INSTALLED EVERY i o'ALONG 5' CONCRETE
5 BUFFER PLANTING WHICH IS LOCATED OVER AN EXISTING
OPEN SPACE A LANDSCAPING BUFFER BOTH SIDES OF LEEHAM ST SIDEWALK EASEMENT RWSA WATERLINE EASEMENT
0.422 ACRES PLANTING EASEMENT (TYP.)
OPEN SPACE G
------------------------------------------------ --
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PROPOSED 10 ADDITION TO (0.282 AC)
EXISTING RWSA WATERLINE EASEMENT
—\ \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 33
3'R
'•`•`•` DOG PARK 5'CONCRETE °I 1 ,ai a I 1 a ° �a
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�.'.'• .'.'•`-'.`.'•'.' 1$ LF PORCH PORCH PORCH
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SIGNS SH LL BE
yOJ� LOT117 �� INSTALLE EVERY15o'ALONG b ° 3'R I 5'CONCRETE 25'MAX.FR NTSETBACK — — — — — /
\ \ \ \ BOTH SIDE OF LEEHAM ST SIDEWALK (TYP.) — \�\\ 6' CONCRETE \ LOT 116
\ \ \ \ SIDEWALK(TYP.)
° � •• � \• I I I I 10� I I 18' I gN I 13N
05 \/ \ \ \ \ / ° \ SE�PC� \ 2 —\ — I .FRONSE TACK
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SIGNS SHALL BE
LOT 10l} INSTALLED EVERY FLEEHAM ST G
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\ Op<gR / SIGN (TYP.)
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Lic. No. 035791
10/16/23��
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NOTES:
2. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE
MANAGED IN ACCORDANCE WITH THE ALBEMARLE
COUNTY WATER PROTECTION ORDINANCE
VDOT STD. _ — 5 • ° I°lil ° I° ° I O PARKING -FIRE LANE' 2. IN ACCORDANCE WITH CURRENT COUNTY CODE, IF w
LOT 100 Rz-i STOP �j— i 9 SI NS SHALL BE THE DEMARCATED AREA FOR THE CONCRETE ¢ �°
\ Op qR SIGN (TYP.) \ 25 R / a 3 a 22 EVERY i5o' ALONG BACKYARD PATIOS FOR EACH SINGLE FAMILY UNIT
p \ 6
�!_ �1 — 2 22 22 — — — — - — — — -°— — OF LEEHAM ST FALLS WITHIN THE REAR YARD SETBACK, IT MAY ~
/ C' IN TALLER,
\ LOT 99 Op(\ /' �c \\\ ' — — — I B TH SIDES ONLY BE DEVELOPED AS A PATIO. NOTE, DECKS AND
\ qR \ �- P�� / • NO PAR�CING FIR LE ANE' F` _ •' F' 00 VDOT STD. CG-6 YARD SETBACK.
COVERED PORCHES MAY EXTEND ONTO THE REAR
VDOT STD. 70 P`' PQ Q� _51GIV�SHALL BE I I I CURB & GUTTER 3. RETAINING WALLS GREATER THAN 3' IN HEIGHT
\ LOT 98 CG-6 (TYP.) l ! (l fib, � INSTALLED EVERY i5o' ALON
BOTH SIDES OF LEEHAM ST I I I I REQUIRE A SEPARATE BUILDING PERMIT. WALLS
9 Z9;��L EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED O)
\ \ 'NOP KING -FIR /e �\ \ ----- ----------- ----- ENGINEER DESIGN. C
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IN ALLED EVERY`i ALONG \ / 6' PLANTING Z co
� _ \ / � / OPEN I SIDEWALK FROM THE MAIN TO THE STRUCTURE MUSTHAVEA
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STOP SIGN (TYP.) �qR v v v v I VDOT STD. 1 1 I
\ 6'CONCRETE
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SEATING AREA/,' , 0 0 p A10 \ v `6 y <qP v L �5' 221e 22 ° a22' 2i" 22' - -
v'- \ LOT 122
9 9 9 9 10' 10' 10' 209 9
0 L
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DISTANCE TO NEAREST SIGN (T)P.) \\ 2S `1\ `b� +
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INTERSECTIONL4 ApA�F� 2 \
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PARK RIDGE DRIVE) = 400' ti v 0� y
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LOT
NUMBER
LOT
AREA sf
116
2,853
117
2,123
118
2,291
119
2,156
120
3,026
121
1,597
122
1,611
123
1,608
124
1,616
125
1,625
126
2,200
127
2,257
128
1,719
129
1,747
130
1,761
131
1,720
132
1,734
133
2,830
134
3,065
135
2,112
136
2,111
137
2,111
138
2,112
139
3,176
140
3,058
141
2,046
142
2,046
143
1,925
144
2,046
145
3,083
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CONSTRUCTION FIRE PREVENTION NOTES:
2. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES
J
[-1
CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE
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=
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AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA
STATEWIDE FIRE PREVENTION CODE.
2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE
w
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\ / // \ ^ oOp� \ RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA F- O \ \ / 4' BIKE LANE , `b LOT 129 �R Z2' STATEWIDE FIRE PREVENTION CODE.
6'PLANTING \\ (TYP.) 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR LL
STRIP (TYP.) �Vv v p , 8' v ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL
LOT 130 Op<qR (T rOD .\ CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN W
ioo FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT
\vv O °p< R /, 5' CONC. p i L T ACCESS
�� � A v VDOT STD... I OVERHEAD OBSTRUCTIONS LOWER THAN 3FT6 NOCHEOS;THIS AC LL
// v V • SIDEWALK � � /•• �/� vv ( 3 p MAYBE VAPERMANENT ORTEMPORARY ROAD, BUTSHALLBE
/T' qq' 1 1
f \ CG-6 TYP.) Opp CAPABLEOFSUPPORTING FIRE APPARATUS IN ALL WEATHER O
i \ (TYP.) /.• /��� a� LOT132 <q
-� _ a ��e �� �_ R ONDITIONS. Q
EX. CONCRETE I 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS rr �n► O
/ C M/ 5' VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER V �/
it %l �� l SST R� G�c �0' v�FR SIDEWALK (TYP.) LOT 133 1 THE VIRGINIA STATEWIDE FIRE CODE. 0.
l l '0 ��� O��" \` \ ��TS PROPOSED 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL 0 ca
\� 0 a /• 00za 6Z' /� 20' FTe� RAW (TYP.) BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS N z
(3o R I^' \\ \ 61 /Q� F C/C ARRIVE ON SITE.
/•. - _ 1 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE w w
l GRAPHIC SCALE BUILDING ATTHE END OF EACH DAY AND DISPOSED OF IN J w
10� \ ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. _
�� / \ /• \ \ I zo o io zo ao 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE 0- U)
\ \ \ / \ O ?0 1 APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR JOB NO.
\ ° LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN
-------- ,, \ \-- EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL;
IN FEET) HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS 112066
1 inch = 20 ft. ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA SCALE
1
4 STATEWIDE FIRE CODE. 1 if= 20�
8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL
a• s COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHEET NO.
\ \ \\ / / - / / i • ° SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE
4
�y\ � MARSHAL'S OFFICE. i
20' RWSA WATER EASEMENT -
-6 -- - -- _- -- / D.B.612, PG.547 CSX RAILROAD -- _ LTx F
-- --- 94-_ -- -- ---- _ /
OPEN SPACE
PROPOSED 10' ADDITION TO , - \ SCOTT R. LINS Z
--- _ 0.422ACRES EXISTING RWSA WATERLINE EASEMENT - --- -
OPEN SPACE G - U Lic. No. 035791 y
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;. 5
GENERAL CONSTRUCTION NOTES FOR STREETS: Table 4: Pavement Design (VDOT Pavement Design Guide)
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR
MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT 296-5832 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS
PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A
SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN
ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO
ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL
WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT
THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE
COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET
OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO
SEVEN (7) FEET
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 A )B OR C .
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.
Z COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT
SECTION DETAIL SHALL BE STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDA770N. SHOULD THE FINAL PLAT FOR THIS
PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA7TON THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID
Pavement Design
RF= 1.0
Location
ADT
HCV
Design
ADT
CBR
SSV
Dr
Surface h a
Base b a
Sub -base h a
Dp
Park Ridge Drive
4000
0
4000
5
5
19.25
SM-12.5
3
2.25
BM-25
5
2.15
21B
9
0.6
22.90
ArboLda Drive
1000
0
1000
5
5
14.43
SM-9.5
2
2.25
BM-25
3
2.15
21A
8
0.6
15.75
Barkley View Court
57
0
57
5
5
4.46
SM-9.5
1.5
2.25
BM-25
3
2.15
21A
6
0.6
13.43
Meyers Way
103
0
103
5
5
6.52
SM-9.5
1.5
2.25
BM-25
3
2.15
21A
6
0.6
13.43
Humboldt Street
308
0
308
5
5
10.33
SM-9.5
2
2.25
BM-25
1
2.15
21A
7
0.6
10.85
Anlee Road
469
0
469
5
5
11.79
SM-9.5
2
2.25
BM-25
3
2.15
21A
6
0.6
14.55
Leeham Street
350
0
350
5
5
10.77
SM-9.5
2
2.25
BM-25
3
2.15
21A
6
0.6
14.55
Leeham Court
132
0
132
5
5
7.38
SM-9.5
2
12.25
BM-25
1 I
12.15
121A
7
0.6
10.85
Hastings Court
133
0
133
5
5
7.41
SM-9.5
2
12.25
BM-25
1
2.15
21A
7
0.6
10.85
9. ALL SIGNS OR 07HER REGULATORY DEVICES SHALL CONFORM K17H THE VIRGINIA MANUAL FOR UN/FORM TRAFFIC CONTROL DEVICES Note: Contractor to bore any existing pavement being utilized and coordinate with VDOT on upgrades to geometric design standards to ensure the above specifications are met and
AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. are in accordance with their standards.
10. TRAFFIC CONTROL OR 07HER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN 7HE OPINION OF
THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. PAVEMENT DESIGN NOTES:
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR >. ACTUAL PAVEMENT DESIGNS SHOULD BE BASED ON CBR VALUES OF THE ACTUAL SUBGRADE MATERIAL.
PUBLIC ROADS. 2. A 2" BINDER COAT WILL BE PLACED OVER THE STONE TO HANDLE CONSTRUCTION TRAFFIC.
7RANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
12. STANDARD COR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 3. THE SM-12.5A MAX LIFT THICKNESS IS 2", THE ADDITIONAL LIFTS MUST BE PLACED i YEAR APART PER
TRANGRADE
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR APPENDIX III OF THE 2o28 VDOT PAVEMENT DESIGN GUIDE.
COUNTY INSPECTIONS. THE VIDEO INSPEC7ON SHALL BE CONDUCTED IN ACCORDANCE WITH (/DOT'S VIDEO CAMERA INSPECTION
PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. PROPOSED 1" SM-9.5
SURFACE COURSE
ROAD NOTES.- 5' (MIN.) I EXISTING PAVEMENT
GRADING PROPOSED /\ \\ \\ \?
\\\\\
1. A l77 F BRIDGE TH TAN F In l DEPARTMENT F / THE LATEST TRANSPORTATION ON 0 THE ROAD & B DGSHALL VERN MAT E ROAD &BRIDGES STANDARDS 0 THE RGNIT DEP MEN 0 3o PROPOSED \\\ i \\/\\/\\ \\ \ EXISTING STONE SUB-BASE
2. WHERE UNSUITABLE PMATERIAL IS S ENCOUNTERED IN THE ROADIWAY, AL AND SHALL BECONSTRUCREMOVED TION FROMDS OTHE EN77REF 77-IIS O ROAD RIGHT OF WAY COMPACTED STONE BA \j\i/\/\/\/\/ / / / / / /\\ COMPACTED SUB -GRADE
J. ALLH AND GROWTHEOFATREDWHERE ES AND EGETAT770NYNTH SHALLSUITABLE BE CLEARED ANDLTO THE SATISFAC77ON OF THE ENGINEER. GRUBBED FOR THE ENTIRE EASEMENT 077-TER TREES AND COMPACTED sub-GRADE��/V�j/�\//�\j/
VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSEC77ONS SHALL BE REMOVED. CONCRETE SIDEWALK \ ASPHALT PAVING - MILL & OVERLAY
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCT70N OF THE SUBGRADE. NO SCALE NO SCALE
DRAINAGE
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS
INDICATE.
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN FACE OF CURB INVERT LINE
(15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS
OTHERWISE NOTED ON PLANS
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL PROPOSED 1.5" SM-9.5
EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. 1 3" R SURFACE COURSE
1'-6" R PROPOSED 3" BM-25
PAVEMENT INTERMEDIATE COURSE
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE
SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD a a o PROPOSED 6" 21-A
11
OF CORRECTION. BASE COURSE � \\\\ \
vvvvvvvvvv
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. a COMPACTED SUB -GRADE ////// // // // // //•✓'///// // // // // // /
N AAVA/�\/�����AA�VA/
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR
PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE ASPHALT PAVING - PUBLIC ROADS
COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 NO SCALE
DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 12 24'
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. BUILDER'S OPTION: AREA MAY BE CONCRETE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, 7EMPLA7E AND COMPAC7ON BEFORE SURFACE TREATMENT IS APPLIED. BOTTOM of CURB MAY FOLLOW SLOPE OF
7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.). ROLL TOP CURB SUB -BASE PROVIDED A MINIMUM DEPTH
8. BITUMINOUS SURFACE TO BE APPLIED /N ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. NO SCALE OF 7 INCHES IS MAINTAINED.
9. ENCROACHMENT' POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR
TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY.
ALBEMARLE COUNTY PROPOSED 2" SM-9.5 PROPOSED 1.5" SM-9.5
GENERAL CONSTRUCTION NOTES SURFACE COURSE SURFACE COURSE
PROPOSED 1" BM-25
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT INTERMEDIATE COURSE
SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 7N/S PLAN AS DRAWN MAY NOT ACCURATELY PROPOSED 6" 21-A/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\\/\ PROPOSED 8" 21-A o 0 0
REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. BASE COURSE \///\/\\ j//////\/j/// BASE COURSE/\/\/\/\
\ \/\ \ VAVAVAVAVAVAVAVAVAVAVAVA V V \ \
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA7IONS AND STANDARDS OF VDOT UNLESS COMPACTED SUB -GRADE \//� // // �AiAA �i` COMPACTED SUB -GRADE
/A /
OTHERWISE NOTED.
J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND
SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. ASPHAL T PA VING - DRIVEWA Y ASPHALT PAVING - PR/VA TE ALLEYS
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. NO SCALE NO SCALE
5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: ER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER
ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE,
IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. PROPOSED TO BE STATE MAINTAINED:
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLAT70N MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
CFR PART 1926). ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING
COVERED.
iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF
ROADBED BASE MATERIALS.
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL
BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED
PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY
FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS R
POSSIBLE.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF
THE FINAL INSPECTION.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH
OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL
TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING
ELIGIBLE FOR STATE MAINTENANCE.
NOTES
LI
i - fNA
I T
Q I R T
i`'I„,ull
I
■
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TRIP GENERATION CALCULATIONS
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL
(10TH EDITION)
46 MULTIFAMILY HOUSING (LOW-RISE) UNITS (CODE 220)
TOTAL ADT: 336 VPD (168 ENTER/168 EXIT)
AM PEAK: 21 VPH (5 ENTER / 16 EXIT)
PM PEAK: 26 VPH (17 ENTER/ 9 EXIT)
TYPICAL PRIMATE ALLEY SECTION - 24' PRIMATE ALLEY
AYVLE,E ROAD (STA. 10t00-11*50) - PRIVATE ALLEY
15 MPH DESIGN SPEED
NOT TO SCALE
1. SEE PAVEMENT DESIGN CHART FOR ROADWAY DEPTH REQUIREMENTS.
2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY
STANDARDS AND FIRE AND RESCUE STANDARDS TO ALLOW ADEQUATE
WIDTH TRAVELWAY AND PARKING ON ONE SIDE OF THE ROADWAYS. SEE
z SHEET 3 FOR NO PARKING SIGNAGE ON ONE -SIDE OF ROADWAY.
NOTE: PROPOSED LANDSCAPING TO
= UTILIZE OUTER 3' OF PLANTING STRIP
R/W _ Aw. PER 3' CLEAR ZONE REQUIREMENT
kk CG-6 CG-6
4" CONCRETE CURB & GUTTER POINT D CURB & GUTTER 4" CONCRETE
SIDEWALK 3 FINISHED GRADE 3 SIDEWALK \ CO-6 POINT OF CG-6
3,J LEA(C R ZONE( �2� SURFACE �2� CLEAR ZONEI 3.1 5SI CONCRETE CURB &GUTTER SIpEWgLK
FINISHED GRADE CURB & GUTTER 5�
EXIST. GROUND 2R 2% 2X 2X EXIST. CROON `r'1 SURFACE }n EXIST GROUN
' afDE CONCRETE
3.1 ... 3.T EY/ST. GROUND 2X 2A 2S 2
6. PLAN71NC ••,. a _ 3'I -:,:.: .;1
STRIP 6' PLANTING B' PLAYING 6' PLANTING
4" MOT 21A 4" UD-4 UND DRAIN" STRIP
STONE BASE 4 YiWOT 4" UD-4 4- I�aT S�/P 4" WOT 21A 4' 4DOT 2fA 4• ] •4- T STTNP 4' WOT 21A
57tMIE UNDERORAI ' BASE SUBBASE S�naA`IE STONE BASE STONE BASE S N�E SUBBASE sra✓E STONE BASE \
EXIST. GROUND gASr Bqg EXIST. GROUND EXIST. GROUND EXIST. GROUND
1 5 6 2.5 4 12' 12' 25 6 5 5 6 25 ZS s 5
BIKE LANE (TRAVEL LANE) (TRAVEL LANE) BIKE LANE i L0 ,.o
36' F/C-F/C ( ( ro' 1a'
(TRAVEL LANE) (TRAVEL LANE)
( 24' F/
61,c-F/c
9'
RIW
TYPICAL NEICHBORMOP RSTREET SECTION (6/' RI -A) TYPICAL NEIGHBORHOOD STREET SECTION (49 ' R%O)
PARA' RIW.F DRIVE (PIBLIC ROAD) LEEIL1Af STREET (PUBLIC ROAD)
CS-SSAR RESIO NTIAL & YIXEV USA' SURVVVISION ST",f'T DE'SICN SPECT' 30 .VPH CS-SSAR RESIDENTIAL & AfrIX99 USA' SUBDIVISION STMff DESIGN SPEED.' 25 &PH
'NOTE: UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF NOTE.' NO ON -STREET PARKING PROPOSED.
TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD
SCOTT /R. Cb6LLINS
Lic. No. 035791
10/16/23��
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HASTINCS COURT- PRIVATE ALLEY
15 MPH DESIGN SPEED
NOT TO SCALE
C/L POINT OF CG-6
FINISHED GRADE CURB &
TOP CURB \
sl ] 42 T
SISE
16, m'
(TRAVEL LANE) (TRAVEL LANE) 25 1
28' PRIVATE ALLEY
TYPICAL PRIMATE ALLEY SECTION - 28' PRIMATE ALLEY
LEEH.4M COURT (STA. 10f00-12f60 & 14f20-15,400) - PRIVATE ALLEY
15 MPH DESIGN SPEED
NOT TO SCALE
POINT OF
FINISHED GRADE
TOP CURB
1/4": /'
s2)G`�ET
5 3 10
18'
RKI
4'
1 38' E/P-F/C 1
I 44' PRIVATE ALLEY
TYPICAL PRIMATE ALLEY SECTION w/ PARKING - 44' PRIMATE ALLEY
LEEHAM COURT (STA. 12t60-14t20,) - PRIVATE ALLEY
15 MPH DESIGN SPEED
NOT TO SCALE
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T ■ ■ FUTURE U ■
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vLie. No. 035791
/� - Y / ? - \u ; 0po� 10/16/23
SCALE/ / I, �, -_ __, �� ��. ar. He
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LOT 7TSFA .'.\. '.. �G ," IAI I \ ♦\ \ \ I\ Q
Outflow Summary: Year Storm Event) ) 2 APPROVED
. .. \ I. \. ..• h - >, / / _:.I (`��\ \ / \ / \ LOT 137 ...� LOT 78 rY"O
\! EPA 6sa,L r.' �. w.'1 I Pre -Development Post -Development o
��� LOT 138 //s48_aa '. � / or
roi,9 \ . ' \ / I 1 I DA TA' 8.49 cis DA TA' 0.98 cfs
SFA
_ ,. -:. \: DA'26' 1.89 cfs �
SAra \ \ LOT 139 .'1 I... 'o
/ r '\:; / sFA '1 L: .DA'2B' 6.97 cis DA'3C' 1.81cfs n
ELEV, r ai,
/ ,,:t :"U•i:':'i ...... ... \ \ -: : .'i'ryr / l /. l l ,LOT 140
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...... ........ , 2. ,/: ;':Total= 15.46 cfs 6.93 cfs =
SFD
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- -, -' 1 � o .�'� '. L ... - _... a � FA \ / \. •�... °/ �. I :LI �-/ �' / Outflow Summary: (10-Year Storm Event) APPROVED ry �
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ownLoraz �m j� I:"::L' :..... /." ,i _ \ � \ ':'i LOT -I I �\ . - I Q o
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� / � - - 1, �� p,z' I •-' DATA' 25.44 cfs DATA' 7.58ds � o
1 ff:.� 9L , `6 \ i \ SFA .1vJ,T.
\ / 165 OF CF w/ A ELEV S-'_- \ - \ �./ 11 DA'26' 16.50 cfs w
F� \ '�: -- --- - - - �:•;1.�/'f•%'." / DA'2B' 27.79 cis DA'3C' 4.01 cfs
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/ / v v / ♦ v / / _ E Lor 111 I .oe Ac " - Fi - `s v A W y, A \ / LOT 110 SFA \ �- S / o
I i'-PRO FUSEFINAL min V A /' / _ � "G" sFA ,� SFA SFA LOT 109 LOT 108 LOT 107 v (
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rw \\ - ✓ AT LOT 10\
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116$ OF . W/ A ELEV;= \
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\ /x / \ _, ........... - ,,.. TIONLpPSAI bC-btANObF'THE.CO>DsF;
' LOT 117 ./� , • \ ` O1 (y\\ /
--- SFD. .I ".- / - / .r - \ \ / / / N
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1-yr, cfs 2-yr, cfs 10-yr, cis
Approved Pre -Development 6.86 8.49 25.44 -
Approved Post -Development Routings Q Q
1.48 1.61 2.39 Y o
ROVED FOOTHILL PHA N7 / �♦ Full Buildout Proposed Post-Dev. Routings 0.94 0.9; 7.58 APPROVED Z o
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LL. C E
/ - Note: Per the approved 9VAC25-870-66 calculations, this development meets channel VillT �_ G -�
protection compliance by having a post -development 1-year peak SCS design storm outflow J o
L - less than or equal to 1.48 cfs. U) Z
' \_ A V < -
APPROVED FINAL BUILD OUT NOTES:
DA #1A Final Buildout Impervious Area summary � � w
1. THE LAYOUT SHOWN HILL SUBDIVISION
�� w
y / / * Roadways 102,924 sf CURRENTLY AT FOOTHILLS SUBDIVISION V z
PPROVEDfINALBU 60 �� 65 / " Sidewalks &300Driveways 302,924sf CURRENTLY UNDER REVIEW. A FINAL O
13 46'aC. 48 / / / 5Attached Lots where Half is Captured 4,600 sf SUBDIVISION PLAN 15 REQUIRED FOR THE U w
CN=76 & TC= / ��;, � I 6 Detached Lots where Half is Captured 6,000 sf DEVELOPMENT OF THESE LOTS.
h / / :2. AMENDED SWM FACILITY #1A (LEVEL II WET - Z
PROP F Ai'8UILD # - / l I / 61 Attached Lots where Most or All is Captured 112,240 sf O
d ♦ , TREATMENT
SIZED VOLUME
O MINIMUM DESIGN 0
I / 22 Detached Lots where Most or All is Captured 44,000 sf TREATMENT VOLUME OF 68,039 cf. THIS � O O
r \� 38ac..- 3 I \ ♦ �
( \ /♦ I Approved Foothill IV Im ervious Area 16,085 sf VOLUME WAS CALCULATED USING THE fn
CNa6& 0.24 I�rS. \\\ 474,326 sf VRRM AND ASSUMES THE FULL BUILD OUT VJ U_
"Includes Park Ridge Dr, Glenbrook Subdvision, Eastern Connector SUBAREA CONSISTING OF 10.89 ac. a
IMPERVIOUS AREAS &10.75 ac. OF
\-Road Ext.) MANAGED TURF. THE CAPACITY OF THE a
\ \ --\DA#2B UPDATED FOR GLENBROOK 2FimI Buildou[impervious Area summary o G/'
��/ (For Water Quantity& Quality Ca lculations) REQUIREMENT. `
� / (Water Quality and Quantity Calculations) 3. THE PROPOSED GLENBROOK PHASE II
97,477 sf BUILDOUT WILL UTILIZE SWM FACILITY#2B, LL N
WITHIN THE FOOTHILL PHASE IV/V PROJECT.
Sidewalks&15 Driveways 27,948 sf THE EXISTING DETENTION BASIN WILL BE O u
N x ` \ j;s-F\��\\!y_-36 Detached Lots where Most orAll is Captured (1767 sf 63,612 sf UPGRADED TO WET POND. 0
Approved Foothill IV Impervious Area 49,658 sf 4' THE OVERALL
WILL WATER ADDITIONAL TM cm
Proposed DA #2B Total Impervious Area 238,695sf
ram.%/ 6;U-__ \ ° \-\ _Approved DA#2BTotal Impervious Area 245,179 sf 1.71 LB/YR PHOSPHOROUS REMOVAL BE O m
i \ \\ i s -� \\ i MET PER THE VRRM. THIS LOAD WILL BE
OR #3C UPDATED FOR GLENBROOK 1 Final BuildwR lmperviaus Area summary TREATED BY PAVM E NIT I NTO TH E Q 1 r r O
/(For Water Quantity& Quality Ca lculations) 0 LICKINGHOLE PRO RATA SHARE WHICH WILL N
(For Glenbrook at Foothills WaterQuality Calculations) REMOVE 30% OFTHE 7.89 LB/VR REMAINING z
/
s
/ U LOAD FROM SWM FACILITY #2B 2.37 LB YR
/ Binion Drive onion & Road A 10 N39 sf ( / ),
4 ) EXCEEDING WATER QUALITY
U
Sidewalks&4Driveways 5,247 sf, UJ W o
REQUIREMENTS.
-1 Detached Lots where Half is Captured 1,000 sf LU -o
S. DRAINAGE AREA #3C AND SCH SHALL O
3 Detached Lots where Most or All is Captured 6,000 sf RELEASE STORMWATER DISCHARGE TO THE C!�
I \ -,s0 Proposed DA #3C Total Impervious Area 22,696 Cl- � sf CREEK. THE OVERALL CONTRIBUTING +'
1 \-_ Approved DA #3C Totallmpervious Area 21,696sf ;. DRAINAGE AREA TO THE CREEK ATTHIS SITE
15134 ACRES. THE PROPOSED DRAINAGE JOB NO. .o
DAND UPDATED FOR GLENBRooK z Final emm,aA Impervmas Area summary AREAS #3C AND #4D ARE 1.22 ACRES AND w
slaunrcee,+w / sza- \� (Forwater Quantity&Quality calculations) 9 1.04ACRE5 RESPECTIVELY WHICH ARE LESS 112066 0
(ForGlenbrook at Foothills Water Quality&Quantity Calculations) r THAN 1%OFTHE TOTAL CONTRIBUTING a
-i Binion Drive (portion) 7,808 sf DRAINAGE AREA TO THE STREAM AT EACH SCALE o
- j OUTFALL, HENCE THE I% RULE APPLIES AND AS SHOWN
Sidewalks &S Driveways 5,854 sf w
THE OUTLETS MEET CHANNEL ADEQUACY c
�- - / - - - 6 Detached Lots where Most or All is Captured 12,000 sf o
Proposed DA Total Impervious Area 25,662 sf : REQUIREMENTS. a
p p SHEET NO.
"Approved DA #4D Total Impervious Area 23,112 sf^>\� \
A
i / \