HomeMy WebLinkAboutARB202000024 Plan - Revision 2020-09-25GENERAL NOTES
OWNER:
STANLEY MAR77N COMPANIES LLC
11710 PLAZA AMERICA DRIVE, SUITE 1100
RESTON, VA 20190
DEVELOPER:
STANLEY MARTIN HOMES
404 PEOPLE PLACE, SUITE 303
CHARLOTTESOLLE, VA 22911
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST, SUITE K
CHARLOTTESOLLE, VA 22902
(434)293-3719
TAX MAP NO.:
090000-00-00-02800 (DB 4571, PG.421)
1776 SCOTTSVILLE ROAD
CHARLOTTESWLLE, VA 22903
TOTAL AREA:
13.00 ACRES
ZONING:
NMD - NEIGHBORHOOD MODEL DISTRICT WITH PROFFERS AND CODE OF DEVELOPMENT
(ZMA 2013-00017 & ZMA2020-00006 WITH ENTRANCE CORRIDOR OVERLAY (EC) & STEEP
SLOPE OVERLAY). CODE OF DEVELOPMENT - LAST REVISION DATE. NOVEMBER 8, 2016.
VARIATION #2 TO THE CODE OF DEVELOPMENT AND APPLICATION PLAN WAS APPROVED ON
MAY 20, 2020. ZMA2020-6 WAS APPROVED ON SEPTEMBER 16, 2020.
PROPOSED USE-
RESIDENTIAL DEVELOPMENT - TOTAL 100 RESIDENTIAL LOTS
100 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (TH AND VILLA UNITS)
FUTURE COMMERCIAL BUILDING (NOT PART OF THIS PLAN)
DENSITY:
ALLOWABLE DENSITY PER ZMA APPLICATION PLAN:
TOTAL ALLOWABLE MINIMUM RESIDENTIAL DWELLING UNITS. 80 UNITS
TOTAL ALLOWABLE MAXIMUM RESIDENTAL DWELLING UNITS: 100 UNITS
MINIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 10,000 SF
MAXIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 60,000 SF
OPEN SPA CE.•
PARKS.' MINIMUM AREA REQUIRED FOR PARKS WITHIN DEVELOPMENT = 3.28 ACRES (25.27.)
PARKS AND AC77VE/PASSIVE RECREATIONAL AREAS PROVIDED:
OPEN SPACE A (BUFFER): 0.06 ACRES
OPEN SPACE B (BUFFER): 0.09 ACRES
OPEN SPACE C (BUFFER/POCKET PARK #4): 0.54 ACRES
OPEN SPACE D (POCKET PARK #3): 0.19 ACRES
OPEN SPACE E (BUFFER): 0.02 ACRES
OPEN SPACE F (POCKET PARK #1): 0.63 ACRES
OPEN SPACE G (BUFFER): 0.10 ACRES
OPEN SPACE H (POCKET PARK #2): 0.83 ACRES
OPEN SPACE I (BUFFER): 0.21 ACRES
OPEN SPACE ✓ (COMMUNITY PARK): 1.00 ACRES
TOTAL PARK AREA PROVIDED: 3.67 ACRES (28.29 OPEN SPACE)
OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL
OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN
THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE.
BUILDING RESIDENTIAL
HEIGHTS(MAX.): BLOCK A: MAXIMUM HEIGHT 50 FEET (1-4 STORIES)
BLOCK B: MAXIMUM HEIGHT 50 FEET (1-4 STORIES)
BLOCK C: MAXIMUM HEIGHT 40 FEET (1-3 STORIES)
BLOCK D. MAXIMUM HEIGHT 40 FEET (1-3 STORIES)
BLOCK E. MAXIMUM HEIGHT 50 FEET (1-4 STORIES)
BLOCK F. MAXIMUM HEIGHT 40 FEET (1-3 STORIES)
BLOCK G. MAXIMUM HEIGHT 40 FEET (1-3 STORIES)
PROPOSED TOWNHOUSE BUILDING HEIGHT=40' MAXIMUM
PROPOSED VILLA BUILDING HEIGHT=29'-5.8" MAXIMUM
SETBACKS:
RESIDENTIAL:
FRONT 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE)
SIDE. • 5' SETBACK (MIN. 10' BUILDING SEPARA77ON) & 8' CORNER LOT SETBACK
REAR: 10' MINIMUM
NON-RESIDENTIAL:
FRONT- 5' MINIMUM (25' FRONT SETBACK FROM ROUTE 20)
SIDE: 5' MINIMUM & 8' CORNER LOT SETBACK
REAR: 15' MINIMUM (25' REAR SETBACK FROM ROUTE 20)
SUBDIVISION STREETS:
CURB & GUTTER
WATERSHED:
RIVANNA RIVER DRAINAGE DISTRICT - NOTE: THIS SITE IS NOT LOCATED WITHIN A PUBLIC
WATER SUPPLY RESERVOIR WATERSHED.
AGRICULTURAL/ FORESTAL DISTRICT• NONE
TOPO & SURVEY:
THE BOUNDARY LINE AND PARCEL INFORMATION WAS PROVIDED BY ROUDABUSH, GALE AND
ASSOCIATES 1N MAY OF 2018. THE TOPOGRAPHY INFORMATI0N IS BASED ON FIELD SURVEY
COLLECTED IN JUNE OF 2012 BY LINCOLN SURVEYING. THE PROPERTY IS CURRENTLY BEING
SURVEYED FOR UPDATED TOPOGRAPHY FOR THE FINAL SITE PLAN. INFORMAT70N HAS BEEN
FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2020.
DATUM:
NAD 83
EXISTING VEGETATION:
PARTIALLY WOODED WITH (1) RESIDENCE ON THE PROPERTY AND EXISTING
GRAVEL DRIVEWAYS
LIGHTING.
NO STREET LIGHTING IS PROPOSED WITH THE DEVELOPMENT.
PARKING:
PARKING REQUIRED: 2 SPACES PER UNIT + (1 SPACE PER 4 SFA UNITS)
100 SFA UNITS = 200 OFF-STREET PARKING SPACES
25 ON-STREET/SURFACE PARKING SPACES
TOTAL PARKING SPACES REQUIRED: 225 SPACES
PARKING SPACES PROVIDED (MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE):
OFF-STREET PARKING SPACES: (2) SPACES PER LOT = 200 SPACES
ON-STREET/SURFACE PARKING SPACES PROVIDED FOR GUEST PARKING = 33 SPACES
+ (9) ADDITIONAL SPACES FOR THE FUTURE COMMERCIAL AREA.
TOTAL PARKING SPACES PROVIDED: 233 TOTAL PARKING SPACES FOR RESIDENTIAL UNITS
PHASING.
THIS PROPERTY SHALL BE DEVELOPED IN 2 PHASES. ALL RESIDENTIAL PROPERTY SHALL BE
DEVELOPED IN PHASE 1, AND THE COMMERCIAL DEVELOPMENT SHALL BE DEVELOPED IN
PHASE 2.
BUILDING SITES
PARCELS 1-100 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS
OF SEC77ON 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
BURIAL SITES
NO KNOWN CEMETERIES EXISTS ON THE PROPERTY.
STREAM BUFFERS
THERE ARE NO WPO 100' STREAM BUFFERS ON THIS PROPERTY. ANY STREAM BUFFER
SHALL BE MANAGED IN ACCORDANCE WI7H THE ALBEMARLE COUNTY WATER PROTECTION
ORDINANCE.
WETLANDS/STREAMS:
THERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY.
FLOOOPLAIN:
THE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD
INSURANCE RATE MAP COMMUNITY PANEL NO: 51003C0407D, DATED FEBRUARY 4, 2005.
CRITICAL SLOPES:
THERE ARE NO PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON
THE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR THIS PARCEL. THESE
MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEET 4 AND SHALL BE MANAGED IN
ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING REQUIREMENTS.
RETAINING WALLS:
RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE SITE PLAN.
LANDSCAPING:
STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH
ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECT70N 32.7.9 OF THE COUNTY
CODE & THE APPROVED CODE OF DEVELOPMENT & APPLICATION PLAN.
IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG THE BOUNDARY OF THE
PROPERTY IN ACCORDANCE WITH THE APPROVED APPLICA7ON PLAN. SEE THIS SHEET AND
SHEET 3 FOR ADDITI0NAL INFORMATION ON THE REQUIRED AND PROPOSED LANDSCAPING
BUFFERS.
TRASH:
EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE
GARAGE.
SPRING HILL VILLAGE
ARB PLAN
ARB202OmOOO24
SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA
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STORMWATER MANAGEMENT AN UNDERGROUND DETENTION FACILITY IS PROPOSED WITH THE
DEVELOPMENT TO ACCOMMODATE THE WATER QUANTITY
REQUIREMENTS FOR THE PROJECT. WATER QUALITY SHALL
ACCOMPLISHED WITH THE PURCHASE OF NUTRIENT CREDITS
ADDITIONAL MEASURES MAY BE INSTALLED AT THE OUTFALL OF
THE STORMWATER MANAGEMENT FACILITIES TO DISSIPATE THE
RUN-OFF FROM THE FACILITY.
RECREA77ON AREA:
SEE OPEN SPACE INFORMATION ABOVE
IMPERVIOUS AREAS:
ROADS 2.03 ac.
SIDEWALKS 0.86 cc.
BUILDINGS 2.66 oc.
DRIVEWAYS 0.75 cc.
TOTAL 6.30 AC (501- IMPERVIOUS AREA)
PROPOSED USES:
LOTS: 5.40 oc.-41.5%
ROADS (RIW): 3.95 ac.-30.31'
OPEN SPACE: 3.67 cc.-28.2%
OFF5I7E EASEMENT.
OFFSI7E EASEMENTS ARE REQUIRED FOR SANITARY SEWER
CONNECTION AND ROADWAY CONS7RUCT70N. SEE EXIS77NG
CONDITIONS SHEET FOR EXISTING EASEMENT INFORMATION.
AFFORDABLE HOUSING:
AFFORDABLE HOUSING SHALL BE PROVIDED IN ACCORDANCE w/ THE
PROFFERS. THE SPECIFIC AFFORDABLE UNITS HAVE BEEN IDENTIFIED
w/ THIS FINAL SITE PLAN.
NOTE: A VDOT ACCESS MANAGEMENT EXCEPTION HAS BEEN
APPROVED FOR THE ROUTE 20 ENTRANCE WITH ITS PROXIMITY
TO THE COMMERCIAL ENTRANCE ON THE ADJACENT PROPERTY,
AN ASTERISK (*) NEXT TO THE LOT NUMBER INDICATES THAT THE UNIT SHALL BE AN AFFORDABLE
UNIT. THE LOCATION OF THE AFFORDABLE UNITS MAY CHANGE DURING CONSTRUCTION, BUT A
MINIMUM OF 15 AFFORDABLE UNITS SHALL BE PROVIDED WITH THIS PROJECT. ANY CHANGES TO
THESE LOCATIONS SHALL BE ACCOMPANIED WITH A LETTER OF REVISION TO ALBEMARLE COUNTY.
fat 70)
PROJECT
SITE
VICINITY MAP
SCALE: 1" = 2000'
Sheet List Table
Sheet
Number
Sheet Title
1
COVER
1A
PROFFERS
2
EXISTING CONDITIONS
3
OVERALL SITE PLAN LAYOUT
4
SITE PLAN
5
SITE PLAN
6
UTILITY PLAN
7
UTILITY PLAN
8
GRADING & DRAINAGE PLAN
9
GRADING & DRAINAGE PLAN
10
NOTES & DETAILS
11
NOTES & DETAILS
1_5.0
SITE PLANTING KEY PLAN
L5.1
SITE PLANTING PLAN: COMMUNITY PARK AND LINEAR PARK
L5.2
SITE PLANTING PLAN: GREENWAY PARK & GRENWAY ENTRANCE PARK
L5.3
SITE PLANTING PLAN: ENTRANCE PARK AND DOG PARK
TOTAL NUMBER OF SHEETS
LEGEND
ROADS
EXIS77NG CULVERT
EARTH DITCH
0
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CULVERT
DRIVEWAY CULVERT
Q
DROP INLET &STRUCTURE NO.
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BENCH MARK
CURB
CLEARING LIMITS
0
CURB & GUTTER -
- - - -
0
PROPOSED PAVEMENT
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EC-3A DITCH
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EXIS77NG CONTOUR
DEPTH OF EC-3A DITCH
PROPOSED CONTOUR
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240.55
VDOT STANDARD STOP SIGN
EC-2 DITCH
PROPOSED SPOT ELEVA 7/ON
DEPTH OF EC-2 DITCH
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
COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION
OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS.
TT /R�LLINS rZ
No. 35791 11)�_
9/25/20 '4J
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JOB NO.
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SCALE
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SHEET NO.
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ATTACHMENT 10
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income) would be $172,000 and maximum housing costs (rent and utilities) for tenants
of the potential grantee, and state that the requirements of this paragraph 1C have
C)
No.
35791
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Original Proffers ZMA2013-00017
would be $787 (50% median income.)
been satisfied.
9/25/20
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Amendment YEAS
Each Affordable Housing Unit shall be located on a single lot. The Owner shall have offered
2. Cash Proffers for Residential Units. Beginning with the thirteenth residential unit for
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for rent or sale as provided herein each Affordable Housing Unit within the project. The
which a building permit is obtained, the Owner shall contribute cash for each new
Owner shall convey the responsibility of constructing the Affordable Housing unites to the
residential unit that is not classified as an Affordable Housing Unit. The cash contribution
Spring Hill Village
subsequent owners of lots designated affordable on the site plans or plats.
shall be for the purposes of addressing the fiscal impacts of development on the Counws
public facilities and infrastructure, i.e. schools, public safety, libraries, parks, and
A. Rental Rates. The initial net rent for each for -rent Affordable Housing Unit shall
transportation. The cash contribution shall be Twenty Thousand Four Hundred Sixty and
PROFFER STATEMENT
not exceed the then -current and applicable maximum net rent rate approved by
57/ 100 dollars ($20,460.57) cash for each new single-family detached dwelling unit. The
Date: August 24, 2020
the County Housing Office. In each subsequent calendar year, the monthly net
cash contribution shall be Thirteen Thousand Nine Hundred Thirteen and 18/100 dollars
rent for each for -rent Affordable Housing Unit may be increased up to three
($13,91318) cash for each single family attached or townhouse dwelling unit. The cash
ZMA No. 2020-00006, Spring Hill Village
percent (3%). For purpose of this proffer statement, the term "net -rent" means
contribution shall be paid at the time of the issuance of the certificate of occupancy for each
Tax Map and Parcel Number(s): TMP 09000-00-00-02800
that the rent does m include tenant -paid utilities. The requirement that the rents
new unit in order to be consistent with current state law.
for such for -rent Affordable Housing Units may not exceed the maximum rents
Owner(s) of Record: Stanley Martin Companies, LLC
established in this paragraph shall apply for a period of ten (10) years following
Beginning January 1, 2015, the amount of the cash contribution required by this proffer
Project Address: 1776 Scottsville Road
the date he certificate of occupancy is issued by the County for each for -rent
shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding
Affordable Housing Unit, or until the units are sold as low or moderate cost units
calendar year in the Marshall and Swift Building Cost Index ("MSI".) In no event shall any
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Magisterial District: Scottsville
qualifying as such under either the Virginia Housing Development Authority,
cash contribution amount be adjusted to a sum less than the amount initially established by
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12.63 Acres to be rezoned from Neighborhood Model District (NMD)to Neighborhood
Farmers Home Administration, or Housing and Urban Development, Section 8,
"Affordable
this proffer. The annual adjustment shall be made by multiplying the proffered cash
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Model District (NMD)
whichever comes first (the Term".) The Owner of each Affordable
contribution amount for the preceding year by a fraction, the numerator of which shall be
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Housing Unit shall, at the request of the Albemarle County Office of Housing,
the MSI as of December 1 in the preceding calendar year, and the denominator of which
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The term "Owner" as referenced herein shall include within its meaning the owner of record and
provide written reports documenting rental rates and occupancies of the
shall be the MSI as of December 1 in the year preceding the calendar year most recently
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successors in interest. The "Application Plan," refers to the Application plan last revised August
affordable units.
ended.
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21, 2020, prepared by Collins Engineering.
B. For Sale. All purchasers of for -sale Affordable Housing Units shall be approved by
the Albemarle County Office Housing its designee. The Owner
3. Over Lot Gradine. The -lot (hereinafter the
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of or shall provide
owner shall submit an over grading plan
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Pursuant to Section 33.22 of the Albemarle County Zoning Ordinance, the Owner hereby
the County or its designee 180 days to identify and pre -qualify an eligible
"Plan") meeting the requirements of this paragraph 3 with the application for each
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voluntarily proffers the conditions listed below which shall be applied to the Property if it is
purchaser for the Affordable Housing Units. The 180- day rod shall commence
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subdivision phase of thisparagraph 3 with the a application for each subdivision phase of the
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rezoned to the zoning district identified above. These proffers are part of the requested rezoning
upon written notice from the Owner that the units will be available for sale. This
Property. The plan shall show existing and proposed topographic features. The Plan shall
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and the Owner and applicant specifically deem the following proffers reasonable and appropriate,
notice shall not be given more than 120 days prior to the anticipated receipt of the
be approved by the County Engineer prior to approval of an Erosion and Sediment Control
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as conclusively evidenced by the signatures) below.
certification of occupancy. If the County or its designee does not provide a
plan. No building permit shall be issued for any dwelling on a lot where the County Engineer
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1. Affordable Housing,
qualified purchaser during this period, the Owner shall have the right to sell the
has determined the lot grading in not consistent with the approved Plan. The plan shall
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(The Affordable Housing Units will be provided in the form of for sale or rental units.) The
units without any restriction on sales price or income of purchaser. If these units
satisfy the following:
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community could have as few as 80 units and as many as 100 dwelling units. The Owner
are sold, this proffer shall apply to the first sale of each unit. The maximum sates
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shall provide 15% of the dwelling units constructed as "Affordable Housing Units" within
price for Affordable Housing Units (65% of VHDA's Maximum Sales Price for
a. The Plan shall show all proposed streets, building sites, setbacks, surface drainage,
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the Project in the form of 2 or 3 story townhomes.
First-time Homebuyers.) The calculation currently put the maximum sale price
driveways, trails, and other features the County Engineer determines are needed to verify
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for Affordable Housing units at $211,250.
that the Plan satisfies the requirements of this proffer.
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The Albemarle County affordable housing policy defines affordable housing as the following:
C. Conveyance of Interest. All deeds conveying any interest in the for -rent Affordable
b. The Plan shall be drawn to a scale not smaller than (1) inch equals fifty (50) feet
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Affordable Housing, in general terms means safe, decent housing where housing costs do
Housing Units during the Affordable Term shall contain language
c. All proposed grading shall be shown with contour intervals not greater than two (2) feet.
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not exceed 30% of the gross household income. Housing costs for homeowners shall include
reciting that such unit is subject to the terms of this paragraph 1. In addition, all
All concentrated surface drainage over lots shall be clearly shown with the proposed
principal, interest, real estate taxes, and homeowner's insurance (PM). Housing costs for
contracts pertaining to a conveyance of any for -rent Affordable Housing Unit, or
grading. All proposed grading shall be designed to assure that surface drainage can
tenants shall be tenant -paid rent and tenant -paid utilities with maximum allowances for
any part thereof, during the Affordable Term shall contain a complete and full
provide adequate relief from the flooding of dwellings in the event a storm sewer fails.
utilities to be those adopted by the Housing Office for the Housing Choice Voucher Program.
disclosure of the restrictions and controls established by paragraph 1 A. At least
d. Graded slopes on lots proposed to be planted with turf grasses (lawns) shall not exceed a
Affordable Housing is defined, for the purpose of this policy, as those houses affordable to
thirty (30) days prior to the conveyance of any interest in any for -rent affordable
gradient of three (3) feet of horizontal distance for each one (1) foot of vertical rise or fall
the forty percent of the County population that have household income at or below 80% of
unit during the Affordable Term, the then current owner shall notify the County in
(3:1.) Steeper slopes shall be vegetated with low maintenance vegetation as determined
the area median income. For 2003, the maximum affordable home purchase (80% median
writing of the conveyance and provide the name, address, and telephone number
to be appropriate by the County's program authority in its approval of an erosion and
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sediment control plan for the land disturbing activity. These steeper slopes shall not
OWNER(S) of Tax Map Parcel 09000-00-00-02800
RESOLUTION TO APPROVE SPECIAL EXCEPTION
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exceed a gradient of two (2) feet of horizontal distance for each one (1) foot of vertical
rise or fall unless the County Engineer finds that the grading recommendations for
TO VARY THE APPLICATION PLAN AND CODE OF DEVELOPMENT
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steeper slopes have adequately addressed the impacts.
By:
APPROVED IN CONJUNCTION WITH ZMA201300017 SPRING HILL VILLAGE
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e. Surface drainage may flow across up to three (3) lots before being collected in a storm
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sewer or directed to a drainage way outside of the lots.
f. No surface drainage across a residential lot shall have more than one-half (1/2) acre of
By:
NOW BE IT RESOLVED that, upon consideration of the Memorandum prepared in
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land drainage to it.
conjunction with the special exception request and the attachments thereto, including staffs
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All drainage from streets shall be carried across lots in a storm sewer to a point beyond
supporting analysis, and all of the factors relevant to the special exceptions in Albemarle County
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the rear s the building site.
h. The plan shall demonstrate that an area at least ten (10) feet in width, or to the lot line if
Stanley Martin Companies, LLC, a Virginia limited liability company (Contract Purchaser)
Code § § 18-8.5.5.3, 18-33.5, and 18-33.49, the Albemarle County Board of Supervisors hereby
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it is less than ten (10) feet, from the portion of the structure facing the street, has grades
approves the special exception to vary the Application Plan and Code of Development approved
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no steeper that ten (10) percent adjacent to possible entrances to dwellings that will not
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subject to the condition attached
in conjunction with ZMA201300017 Spring Hill Village, J
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be served by a stairway. This area also shall extend from the entrances to the driveways
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or walkways connecting the dwelling to the street
Jeremy W. Swink, Vice President, land — Charlottesville and Richmond Divisions
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Any requirement of this proffer may be waived by submitting a request for special
exception with the over -lot grading plan. If such a request is made, it shall include a
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justification for the request containing a valid seal from a Professional
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professional
Engineer, Landscape Architect or land Surveyor. In reviewing a waiver request, the
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County Engineer shall consider whether the alternative proposed by the Owner satisfies
1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a
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the purpose of the requirement to be waived to a at least an equivalent degree.
j. In the event that the County adopts over -lot regulations after the date this
Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote
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grading
proffer is approved, any requirement of those regulation that is less restrictive than any
of six to zero, as recorded below, at a regular meeting held on May 20, 2020.
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requirement of this proffer shall supersede the corresponding requirement of this
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proffer, subject to the approval of the Director of Community Development.
4. Improvements to Scottsville Rd and Avon Extended
Clerk, Board of County u ervisors
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At its sole expense, the Owner must plan, design, bond and construct the improvements
shown on the County approved engineering drawings titled Spring Hill Village — Application
Plan, sheet 1 dated 8.21.20 as prepared by Collins Engineering, for both Scottsville Road
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and Avon Extended. The improvements must be designed and constructed to the County
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and VDOT standards, including the design and construction of the related drainage, slope
Mr. Gallaway Y
and utility easements as appliable. The improvements along Avon Extended must have been
Ms. LaPisto-Kiltley Y
♦—
completed and approved by VDOT and the County prior to the first certificate of occupancy
_
Ms. Mallek Y
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for any structure on the Property, and the improvements along Route 20 must have been 0)
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approved and bonded prior to the first certificate of occupancy, and (H) completed and
Ms. McKeel Y _
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approved by VDOT and the County prior to the 30tb certificate of occupancy. As part of this
Ms. Palmer Y
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process, the dedication to public use must have been completed before the 30th certificate of
Ms. Price Y
occupancy may be issued. The improvements will be deemed complete when they are
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accepted into the secondary system of highways or when the County Engineer determines
that the roadway is safe and convenient for travel.
J
This document shall supersede all other agreements, proffers, or conditions that may be found
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to be in conflict. These proffers shall be binding to the property, which means the proffers shall
be transferred to all future property successors of the land.
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TIMBER � r - -�- ea - -- _- - '...OVERHEAD - - _ _ - - - MAILBOX- _ - - - - - FULL OF D RIS opr olm/ - " -<// _ - - - - -
,/ WALL 'O ",tea" o __ -- oe'a- � roery _5se LINES TO BE Palen Pho� ,/ __ ,_-_._ _-- -____---ivIPoL801� �- _ o -—_-____ =-21 -,.I r-.`-_ --__ ___ _���- — - lc.
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_ T1T " ' _ _ , _ - FIAIEBOX- _
62ZG0 11 \'IN CIl7T _ - _ _ _ _ _
/ 1 m ----- �i-----RELOCATED_.y3--- 'c 1R 7.32 ---- --- --- -
/ I T P90-2 E I ; r 1;° .90+O o j -\---'VII —�p-------------- -- - � =--'_'_71 --- ---- - J usr_-_ _ - ---------------- ---
o v A ac 1 VDN. � 'A proximate
I E DIE LEE D ' I I \ \ I MON. Vp Public Service Fsrrt ` \ ; Aprox. 10 VEPCO Esmt. - c_— _,I \ _
J EXISTING LANES \ _ EXISTING DRAINAGE o---
I MILIFE LSTA E T I 1D 'o�' P90'21 ----I ;' T 90-21F < ii \\ \\\ \\\\ y \ D.B.221 P.30'�1 'I � \'\ 11\ D.B288 P.80 LIMITS OF PAVEMENT II STRUCTURES AND E_ 9- —_\—'---��I_��_-REMOV REMOVED
_ \` _
_ m - TO REMAIN462 116 _ _-
I JERRY LEE AND m - - 1 a `� --.. \ .I \ TMP 90-21H I \ ' '\ CULVERTS BE TMP 90-21 H �ecr=nas'�-�__ - — - -- -
' 1 DE INn I I STE HEN B. HE RY / 'TMP 90-19 \ DOROTHY B. HUNT ~ DOROTHY B. HUNT sz-1 _ D.B. 3716 P. 243 .� WI BU R. AND EV �M i ,I \ REPLACEMENT FOR I , ,, _ -�
D.B. 325 P. 367 PLAT I I'"o r D. 2816 P. 7 "' - - C , K / 3r .ra - _
-f-\__
I .B..3767 P. 332 I, I /- I IFFLETT I I \ \ NEW DRAINAGE PIPE REMOVED D.B. 3289 P. 66, 71 PLAT to -- _ --- --_ -
ZONE: RURAL D.B. 3 6, 3 PLAT . I JULIAN P. BATTEN, JR 11 \ \ D.B. 3289 P. 68, 71 PLAT a \ m'a'^ \ r D.B. 1717 P. 31 z<�� \I �\ --'- -�"- - eza
I� I - I NE: RURAL - ms I ---- _ _
' D.B 325 P. 367 PLA I 1 D.B. 19 P..718,720 P).AT I 1 3 D.B. 1717 P. 33 / 1 -D.B, 1717 P. 31 - m �o .\ I i o \ \ _ _ - - _ o-
II .� I =nIF I\ I CROSSING
1 a ZONE' L _ D.B. 1350 P. 226, 227 PLAT ro V - _ _
I S i 1 - - I I o D.B. 1350 P 226 227 PLAT I r 1 D.B. 1350 P. Z26,?27 PLAT - - _ \ shoo\ \ / ZONE: RURAL / M \ - _ _ P°- _ - - - - - �- -
' '- 1 1 ZONE: RURAL ZONE: RURAL " r "''0 11 I , - - -
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JOB NO.
182157
ESHEE
0
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I
TMP 90-26
STEVEN LEVINE AND
SHAWNNA PLEDGER
D.B.2197 P.388
D.B. 1658 P. 588, 590 PLAT
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IMINNI L. EST
,LIFEE T E
B. 2 8 P. 453
P. 264 T
ARDFN
LANDSCAPED
UFFER'AREA
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OPEN SPACE CVc ielepn n
(0 54 ACRES) _ g iel.grnph Company
m T
C::TMP 90-33
-JEANNETTE D. SMITH IrI --
PORCH
ORM
��� .,' .' Poxes LOT LC
D.B. 4254, PG.116 / / i LOT LOT 2
LOT a o
62
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LOCK E / t6 . °°Lor 3 r
kpr LOcCl,06 /� �5' �Q 1.27 AC e LOT
20• va.qrelepnaRe �/ P a.l, -
EOmt R424 P.279 � - p0reL0 36
T
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Poach PorecN P.R.eoxw I LOTS 1 i,,/ nil v
OT LOT LOT
/„-AMENIREA45 G1 40
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LOT I
,OP N SPACE D 2 L
/" DAUPHIN DRIVE - i i
(0.183 ACRES) r I
PROPOSED
ID / 7H u L
/� x / , i PUBLIC STREET - 9?
i'BLOCK C
r
i - 39 p 2 r
` \ (/ ', ' AMENI AREA I LOT L 'I
LOT \ 44 'F
e'U�� r 4z' �� DOG PARK Ii. .LOT r z
I i / 43 to I ITVP.jI \\ 1 EE NDSCAPING P4A •' I, lies I
-s✓ LAf�DSCAPED FG$ DE O_F_ 4 L
BU FI R AREA / 44 LOT Z G ,(� ` o• T DOG PARK
-BHT OF W°rvEDICATION �\ I LOT LOT LOT LOT I +
49
FOR ROUTE 742 IMPROVEMENTS 47 48 � r ¢
BLOCKG oPEN P CEI�s`, LOT
1.47 AC o.z ACR 22 0
' 9
OPEN SPACE H
I i (0.63 ACRES)
\��;,
LMENITYAREA: M3 \V�yL1.11"!A-,.I- l
GREENWAV PARK •--___-� ----- 101.75 AC, -
I SEE LANDSCAPING PLAN �'- \ ` 1 li w^anfi' roxe1+ Poxa I PorecH Poxa '�` ` ,1 yi ,
FOR DESIGN OF GREENWAV PARK ."°_ \ a. 6, \ ,0*�63 , pa voxcH LOT LOT LO.1. LOT `II I�, LOT;r
\ \ poa LOT 56
- LOT 59 y(
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LOT
C 61
f \ LOYOLA WAY
1 Y LOT } �' Y J PROPOSED 49
4 " OLAWA PRIVATE STREET EASEMENT
6Ax�E
LOT
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.a Llry
D.B. 1021 P.
D.B. 657 P.
OPEN SPACE B
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
'
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f�
T R. LINS7
ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES.
-
(UNo.
3. Qi REPRESENTS ONE PROPOSED PARKING SPACE.
35791
4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6"_
9/25/205.
ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS.6.
CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICINGs7oNAL
ECG
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 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS.
8. CURB RADII SHOWN, REPRESENTED WITH AN'R', 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.
1o. THE ASTERISK (*) NEXT TO THE LOT NUMBER INDICATES THAT THE UNIT SHALL BE AN AFFORDABLE
UNIT. THE LOCATION OF THE AFFORDABLE UNITS MAY CHANGE DURING CONSTRUCTION, BUT A
MINIMUM OF 15 AFFORDABLE UNITS SHALL BE PROVIDED WITH THIS PROJECT.
ii. ALL SFA (TOWNHOUSE) UNITS SHALL HAVE A MINIMUM OF A (1) CAR GARAGE. THE MINIMUM SIZE OF
THE GARAGE SHALL BE 12' X 20'.
12 ALL RETAINING WALLS GREATER THAN 3FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT.
WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS
H
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SYSTEM.
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13. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY
2:
L
PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE
O
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REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS
V
FOR DEMOLITION PROJECTS.
14. ALL PRIVATE ROADS, STREETS, AND ALLEYS SHALL BE OWNED AND MAINTAINED BYTHE
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HOMEOWNERS ASSOCIATION. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF
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ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE PRIVATE STREETS, ROADS, AND ALLEYS
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WITHIN THE NEIGHBORHOOD.
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1 ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE
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(0.09 ACRES)
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EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE
ICI
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ALBEMARLE COUNTY SERVICE AUTHORITY.
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16. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE REQUIRED
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PROFFERS ON SHEET iA.
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17. EACH LOT SHALL BE SERVICED BY PUBLIC WATER AND PUBLIC SEWER, AS SHOWN ON SHEETS 6 &7.
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18. DECKS MAY PROJECT NOT MORE THAN FOUR (4) FEET INTO ANY REQUIRED YARD, PROVIDED THAT NO
>
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P o Q�Na
SUCH FEATURE SHALL BE LOCATED CLOSER THAN SIX (6) FEET TO ANY LOT LINE.
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19. ALL PRIVATE YARD DRAINS SHALL HAVE A io' PRIVATE DRAINAGE EASEMENT.
NN
pg i
'100
20. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE
00VER 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 OFTHE NEXT UPSTREAM MANHOLE IN THE PUBLIC
SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE.
NOTE: THE SUBDIVISION PLAT FOR THE PLATTING OF
THE RESIDENTIAL LOTS SHALL BE RECORDED PRIOR
TO THE APPROVAL OF THE FINAL SITE PLAN. ALL
UTILITY EASEMENTS FOR THE WATER LINES AND
SANITARY SEWER LINES WITHIN THE DEVELOPMENT
SHALL BE PLATTED WITH THE SUBDIVISION PLAT.
'62 e
PRoposeDa9 ,
P._
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L663
RECORDATION INFORMATION:
4 -
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THE SUBDIVISION PLAT FOR THE PROJECT IS
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1
RECORDED IN DEED BOOK 5382, PG. 138-192.
LOT
ALL ACSA UTILITY EASEMENTS AS SHOWN HAVE BEEN
PLATED WITH THE SUBDIVISION PLAT.
LOT*
----- z' 33 --- --- -------------------
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LOT Sz 83
,.•. v LOT j LOT r
1 6 , " v LOT LOT BD By zz IL
4 s �� / 79 NOTE: THE WATER AND SANITARY SEWER DESIGN FOR
Eli �RA6E 1- I or L THIS PROJECT IS CURRENTLY UNDER REVIEW AND
LOT mP, LOT
78 M1 ! a APPROVAL BY ALBEMARLE COUNTY SERVICE
L j I 1
� I w - -- ', , AUTHORITY AS PART OF THE ROAD AND UTILITY
n Ij LOT sA �E PLANS FOR THE DEVELOPMENT -SUB 2019ooi58.
m TMP90-35 THE INFORMATION SHOWN ON THESE (2) UTILITY
LOT „ LOT ff DUANE E AND ROWENA M. SNOW
66 / 6 N,=` I Lor r '' U.S.702P.792 PLANS IS CONSISTENT WITH THE ROAD AND UTILITY
7
D.B. 657 P. 234 PLAT
,
_ - I', LOT PLANS FOR THE PROJECT.
LOT " P p
67 I I „
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OPEN SPACEJ r - w
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I 79 OCK D -- - /� > j _ .LOT > L
LOT -_ L >
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68 r- 6 AC Z - - -o1�A TMP 90-35V
xk' 6nxAGe - ,� RONAYNELLC
TMP 90-27B 1 F/[ F/C T• mel d --- --- l iu K NO D.B. 4719 P. 402
STEVEN W. AND BETTY C. JOHNSON II - „:o MIN. LOT I AMENITY AREA#1: '/ �' 'I� LOT r ^ I. LO QVG QD' D.B. 4473 P. 48 PLAT
D.B. 1026 P. 715 II 6AreAGE 4B' 74 COMMUNITY PARK Q om a[ 'O p D.B.440 P.19B PLAT
D.B. 629 P. 616 PLAT ? I LOT ..o MIN - RMJ}R/W - SEE LANDSCAPE PLAN FOR DESIGN , �'' I 5 x.ew ii 'i' NN��
p _ - OF THE COMMUNITY PARK I'II ,rrl. z r g
I �I /I j,iITY- 4 *LOT
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LOT -- h - 73 i I 3 *
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OPEN SPACE G
(0.30 ACRES)
TMP 90-27
LOT 1A
DEER SCHICKEDANTZ
D.B. 1244P.461
62 D.B. 9 P. 616 PLAT
D.B. 530 P. 164 PLAT
I}
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/ TMP 90-27
I / LOT 1A
ROGER SCHICKEDANTZ
D.B. 1244 P. 461
I / D.B. 629 P. 616 PLAT
' D.B. 530 P. 164 PLAT
I
ITMP 21E
EDDI ILEE AND
MINN E LEE BEST LI ESTATE
' D 8. 3 18 P.2 PLA I
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-IIT- MAILBOX
i&T
TM 90-218
B. 287 HFNR
D.B 2816 P. 287 P9 -21F
IDS 338 P. 36, 37 LAT LOT
I R. AND
EV .SHIFFLETT
D.B. 1 34 P. 718, 72
III j
NOTE: THE PROPOSED PUBLIC AND PRIVATE ROADS
AND THE ROUTE 20 IMPROVEMENTS ARE PART OF THE
SPRING HILL ROAD PLANS - SUB 2019-ooi58. THESE
ROADS AND IMPROVEMENTS WILL BE REVIEWED AND
APPROVED WITH THESE ROAD PLANS. THE
INFORMATION IS SHOWN IN THIS SITE PLAN FOR
REFERENCE AND IS CONSISTENT WITH THE ROAD
PLANS.
II
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OPEN SPACE E
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(0.02 ACRES)
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BERWYN LANE-- -
------------
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PROPOSED
VA R, WIDTH PRIVATE STREET EASEMENTi
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PRIVATE STREET EASEMENT
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(TYP )"-
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94
95 96 97
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SPACE A
GRAPHIC SCALE
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(0.06ACRES)OPEN
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1` 'I RIGHT OF WAY DEDICATION
LINEAR PARK
OPEN SPACE F
II It ROUTE 20 IMPROVEMENTS
FOR
FOR
SEE LANDSCAPE PLAN
DESIGN OF THE LINEAR PARK
(0.63 ACRES
( )
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( IN f ECT )
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CHAROTTESV E GIS
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ROUSE-SIRINEILL
STATION 105
1 1.
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---
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--- ----
ELEVATION 52773
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---
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SIGHT NISTANCE=665
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U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH) �'
,� -
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slcerolsrgNce=665:--____.�______________
--- -__-_ ---
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MAILBOX MAILBOX
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MAILBOX
- ---F+----------
--------- -- -- -------------------
TMP 91-19-__----
D.B. 171T P.
/
$3
IDS:1 P. 22,227F
0.H. 1350 P. 228, 227 PLAT
TMP90-21H
y
TMP90-21H
,
DO70THY B. HUNT
,
DOROTHY S. HUNT
i
D.B. 1717 P. 31'71 PLAT
\
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D.B. 17117 P. 38'71 PLAT
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D.B. 1350 P. 226, 227 PLAT
D.B. 1350 P. 226, 227 PLAT
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JOB NO.
182157
SCALE
III _301
SHEET NO.
3
LOT
NUMBER
LOTAREA (SF)
BUILDABLEAREA
(SF)
LOT
NUMBER
LOTAREA (SF)
BUIDABLEAREA
(SF)
1
2,296
1,525
51
1,858
1,529
2
1,552
1,251
52
1,848
1,518
3
1,209
968
53
1,859
1,529
4
1,191
951
54
1,888
1,558
5
2,064
1,353
55
2,510
1,703
6
2,017
1,308
56
2,683
1,835
7
1,402
1,101
57
1,935
1,6134
8
1,104
864
58
1,920
1,590
9
1,089
949
59
1,934
1,612
10
1,838
1,169
60
Z775
1,891
11
1,815
1,146
61
4,620
3,456
12
1,321
1,014
62
3,441
2,960
13
1,060
827
63
4,406
3,327
14
1,061
821
64
4,483
3,191
15
1 2,024
1,186
65
3,501
Z825
16
2,075
1,249
66
3,230
2,545
17
1,319
1,040
67
3,681
2,491
18
1,055
932
68
3,673
2,478
19
1,319
1,040
69
3,102
2,408
20
1,055
932
70
3,110
2,412
21
1,445
1,040
71
4,124
2,788
22
1,878
1,092
72
4,338
3.284
23
1,878
1,092
73
3,127
Z647
24
1,445
1,040
74
3,112
2,632
25
1,156
832
75
4,987
3,837
26
1,156
932
76
4,984
3,898
27
1,445
1,040
77
3,296
2,815
28
1,987
1,170
78
3,319
Z837
29
2,107
1,371
791
4,484
3,493
30
11700
1 1,356
80
4,489
3,426
31
1,739
1 1,408
81
3,187
1 Z697
32
1,794
1,462
82
3,197
Z725
33
2,663
1,799
83
4,445
Z993
34
2,793
1,882
84
Z007
11300
35
1,707
1,376
85.
1,193
953
36
1,671
1,341
86
1,194
954
37
1,682
1,352
87
1,494
1,194
38
2,944
1,979
88
1,496
1, 196
39
2,947
1 2,081
89
1,979
1,283
40
1,743
1,412
90
1,969
1,275
41
1,709
1,379
91
1,201
967
42
2,190
1,498
92
1,202
962
43
4,726
3,606
93
1,504
1,204
44
3,259
2,781
94
1,976
1,281
45
4,649
3,538
95
1,980
1,278
46
3,744
2,755
96
11,510
1,210
47
3,0931
2,613
97
1,209
969
48
3_17
2,636
98
1,210
970
49
3,656
2,694
99
1,514
1,214
50
2,523
1,717
100
1,954
1,282
PROPOSED SEGMENTED RETAINING WALL
w/ HANDRAILS - SEE GRADING SHEETS FOR
FINAL WALL HEIGHTS AND DIMENSIONS (TYP.).
UIRE l i r 49
D Eu OPEN SPACE H
w
RR m i (0.83 ACRES) o�
u I #
PROPOSED 21
I
10 HV
I
I 1Ox16' I
10x16'
PORCH
1o'xlb'
PORCH
10X1b\\-'I \T\
PORCH \L^ \
\\
nll
I
1o'x16' PORCH
HVAC UNIT (TYP.)
\
II 1o'x16'
PORCH LOT
LOT
LOT
LOT';,1
1oX15
PORCN
1 1 I PORCH
LOT
Q f PROPOSED 6'-11
5
A
Po�cN
LOT
LOT
5
52
51
PLANTING STRIP \
0
h6'
LOT
56
55
I
54
TC
A-5
ES EET51
I�I
LOT
I
M c 1
ILIN
II
� II
I
ICI
_J I NO PARKING
SIGN (TYP)
LOT
k
STREET PT:15+20.45
\
60 1
\,-
I
---
z2'
-
- z8 SIGN (TYP'\
II
.II
l
- LOT
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STOP SIGN (TYP.) L
IMITS OF PUBLIC ROAD R/W
GRAPHIC SCALE
�NOPARKING 1 inch = 30 fL.
SIGN (TYP)
ROPOSED GUARDRAIL
PROPOSED 8' WIDTH
No. 35791
9/25/20�4
�S70NAL E�Gl
w i w% v\\ �\ o _ - _ zz' z \ --= ANDSCAPING AND
ILL�� �� LOT °�. %v vv "°. �v - r 'a . �t III �` �3� 41 y9
aZ� 61 �� \ Z� - 4 2
6 o. 1'.. + a o MAINTENANCE EASEMENT
C Q H : o nl
C66OT F) 15+5o a 16+0o PC:15+49.66 N--_ n 30' LOYOLAW�Y17+5°+ TRANSITION FROMCG-6CURB
_ N TO ROLL -FACE CURBING
p .,, ' ' a• 15+00 -F - v __-J _ PROPOSED 3o'PRWATE
Z �ry LOT _ -e 51a'R PROPOSED STOP BAR (TYP.) 16+ o \ 17+00
�` \ 14+5° _ �W AY T CG-z TYP
5 STREETEASEME T I PROPOSED
62 O_1II( A LICSTREE �, r _ (TYP)
i o o� ti _ �- POSED , PUg / m I 1 4- 42-
1 til+ / PRO
LOT 5 a / - 3z + -? :I STREET SIGN (TYP}- 9
ROPOSED WALL MAINTENANCE EASEMENT
ti 3a' --- - N - - DB.S 8z PG.i38-19z z
Ln
63 Z 9 - LOT GARAGE 3 i .�. o9, ,y47 1 -� ° �- _ _ - 18 d I - O I (TYf J Z Z In
(PROPOSED 3' DECORATIVE WALL �Q' p / az�_ - - o a ? 15 12'xzo' MIN. o w w w
x5 / (TYP.) L PROPOSED 8 WIDTH
(NOTE: WALLS 3' IN HEIGHT OR LESS DO ` 13 _21- - I o I � 2
- G T' PT:16+o0.59 III ANDSCAPING AND O 0 u
NOT REQUIRE RETAINING WALL PLANS) ry - N a > STOP SIGN (TYP. z Co LOT 66' PC:1 +O O MAINTENANCE EASEMENT u u z
t�1',--- � I a<� I- I � I 4 3.7
PROPOSED S,1 _ i - PROPOSED G LANDSCAPE AND 3 m PROPOSED E/P E/P 14 L TMP 90-35 Z o � � F
HVAC UNIT P. PROPOSED 6 PROPOSED 6' z PROPOSED o' PRIVATE Q z z
MAINTENANCE EASEMENT CG-22 (TYP.) ti 3 DUANE E. AND ROWENA M. SNO H > > z
PLANTING STRIP / ! PLANTING STIP I I 66 r 181 m I ALLEY EASEMENT D.B. 702 P. 792 O o O w
3v: \ D8.538 I PG.13 0 0, LOT* cc N
/ PROPOSED 6' LANDSCAPE AND ` �b xoo / c9p PROPOSED 0 I z ' �3 MIN:) D.B. 657 P. 234 PLAT w w
MAINTENANCE EASEMENT ti'� cr
do ✓*��A9cF CONCRETE SIDEWALK 1 h F/C F/C I b NOTE: RETAINING WALLS SHALL - - - - _ _ - - J -'
°; / ` 5, °" J \ LOT LOT LOT of LOT 66' ; W REQUIRE BUILDING PERMITS Z a
1 LOT I N H
LOT i ti 82 83 I ( + " PRoposED S
PARKING': + t" LOT 80 $1 +%0 12 on m z ¢ ¢ Z
I I 6 / ti SIGN (TYP) 1 \ \ 1 _ i II ~ 1 66' r _ _ _ Q HVAC UNIT (TYP.) w/ HANDRAILS- SEE GRADING SHEETS FOR W °C .. o_ o_ w
4 % 0 I PROPOSED SEGMENTED RETAINING WALLS ILLI
I I / / �, - , • ' �,. 79 v PROPOSED VAR. WIDTH I I
ANDSCAPING AND I 1 I h LOT I FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) w w 0
MAINTENANCE EASEMENT - _ NO PARKING PT: 14+61.31 m w w
N
GARAGE '�O.�� LOT i N 1 --- I .. _SIGN (TYP) I 11 L N I j j
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/I (TYP.) / x� F" �� 1-------- / �o I w w Of cf w
m / LOT 12'x2o' MIN. h /� • - -
65 r ro +�. cvP9 78 $ 36, 3a _ 3� 4 j 66' - - --- TRANSITION FROM ROLL -FACE Of
> ^1 + c ti - w l !Iu SIDE SETBACK CURBING TO CG-6 CURB AT
II i / �/� `'o J RT w 1Z 5
/ o-- _ _ _------- DRAINAGE INLET IN THIS LOCATION
PROPOSED 1o' WALL MAINTENANCE EASEMENT / r• LOT L�\ / PROPOSED Q
1 % 2 ' _ ._ H- o ti ��' 6' MIN. TRANSITION LENGTH
I io5, PG lgz 1 / 77 HVAC UNIT (TYP.) --- - - V o g LOT GARAGE n o ( )
I PROPOSE 61 'oti .--' 1 1= NI 10 Tv -) SIGHTDISTANCE=17o'
�(��; - i'-, ::`� / m N h ~ 12'X20'LIN. I N
LOT PLANTING STRIP LOT / - - NO PARKING NOTE: RETAINING WALLS SHALL REQUIRE
m ) O - 1 d Gl I ,
66 6 ,r PROPOSED _ _� = h �I LOT 68 SIGN (TYP) BUILDING PERMITS. ALL PROPOSED
7 - N
f - I O � 'i � �' LF- to I * III ,+ � E/ -IE/ RETAINING WALLS SHALL BE ANCHOR
u o \ 3 SWM FACILITY : h ;
9 L DIAMOND PRO COLOR "DAMES RIVER"
ry h/ PROPOSED VAR WIDTH LANDSCAPE/ 69
98' NI AND MAINTENANCE EASEMENT
- Im io LOT I Co PROPOSED GUARDRAIL
PROPOSED 5' DB 38z, P -192 i
/ l _ i LOT N CONCRETE SIDEWALK S'S7 �� NOTE: RETAINING WALLS SHALL / PROPOSED 5'- 1 to $ * L I 3 0
6 I _ I SFpe �, PROPOSED i t 0 I n°I 70 N N N N
NG
ENCLOSED WITH A WOODEN FENCE, ryl O 9C PROPOSED SEGMENTED RE IREDTIA N RETAINING WALL * CONCRETE SIDEWALK . ` LOT N o r N co Ln
N N
NOTE: PROPOSED HVAC UNITS SHALIn
L BE m 7 I F o I 1 Q N
4 I k SEOE SHO ETREA ' a Q 0 ROLL -FACE CURBING r 00
PC. tt+6 II _7 �7, w/ HANDRAILS -SEE GRADING SHEETS FOR 5 PROPOSE N
SIMILAR TO THE 6 FENCE ALONG THE I I I -� • - ,
SOUTHERN PROPERTY LINE. w _ - i I FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) + PLANTING STRIP
6 / I ] L ~ I ~I FOR DRIVEWAY ACCESS O O7 °
I ------------ 457
w _ ----- RIP 71 Q
wl ---97 -----If -
01 ---- - " B OCK Q ��.-* W } LOT w I PROPOSED
ul 1 III LOT ^' // �I 6 L io N CG z(TYP)L9
mZl 68 E/PE/P GARAGE 97 TOT LOT AREA •16 A ORT
DISTANCEOEASDEMENT'° a III ----72
\I LOT 75 SEEOSHOEETI COURT - o �L - - - - - - -- Cn
LU >
I l7 m z 8.�
TMP 90-27B ? yc F/c (TYP.) 5 4Q d �i N °� M
STEVEN W. AND BETTY C. JOHNSON 97, a OPEN SPACE PROPOSED qH I LOT GAR GE
N 1z'xzo'MIN, LOT x AMENITYAREA#1: /� �I r:> o0
1+0
D.B. 1026 P. 715 nl GARAGE 4 QI " COMMUNITY PARK o Q N ' I C]7
i m o v 74 m ^^ (1.00 ACRES) GAZEBO ti V O5 m)
D.B. 629 P. 616 PLAT zl LOT (TYP.) QI R/W R/W wi EE LANDSCAPE PLAN FOR DESIGN h� u II I N 5 12'x20'M I TRANSITION FROM ROLL -FACE
J 22x2°'MIN. Fm-N ] O 97� Lni OF THE COMMUNITY PARK //in I II -- ,, I CURBING TO CG-6 CURB AT -
ol 6 wlm o - 9' Cob LOT 74'
9 + AND SHEET 15 FOR DESIGN OF DRAINAGE INLET IN THIS LOCATION �
PROPOSED 6' WOODEN PRIVACY FENCE TO BE j' " L N wl FIRE PIT I I ll T NCIO
CONSTRUCTED ALONG THE PROPERTY LINE j ZI MI �I I RECREATIONAL AMENITIES ACTIVE RECREATIONAL AREA (YP. [F * L z .5,I 'MIN. TRANSITION LENGTH)
I P I / C.1
p 8+
SEE DETAIL ON SHEET 10 I I g7 LOT GRA55 ATHLETE FIELD 33.45 75' B/O-B/, PROPOSED
wl v PROPOSED 1 LOT L N
I m HVAC UNIT (TYP.) W O 7
nl 73 CC 6 (TYP) 01 " 3 * L L I LOT PROPOSED LOCATION OF MAILBOX KIOSK + I 0 Cn
m I 7p r" I - 98 j FOR CENTRAL MAILBOX LOCATION STREET NO PARKING 00 1 " of LOT G 6' - N Q
I, I PROPOSED N o 0 30' J
_PROPOSED zo' LANDSCAPING AND I I PROPOSED 6 SIGN (TYP) SIGN (TYP) (Ty
- - - STREET LOT NO PARKING' HVAC UNIT (TYP.) CONCRETE SIDEWALK %/ 2 12'x2o LIN. T w Q
- - MAINTENANCE EASEMENTTO BEA[ LEY
PROVIDED FOR PERIMETER 97 STOP o w� "M iGN (TYP) 72 SIGN (TYP) PROPOSED CG 02 (TYP.) % / ���''' 79' F- I ASE T > MM
LANDSCAPING BUFFER + PROPOSED 5' CG-6 (TYP) W
SIGN (TYP. y SPEED LIMIT SIG I LOT TRANSITION FROM CG-6 CURB L
DB-5382, PG.138-1gz 4 - I LOT CONCRETE SIDEWALK
PROPOSED LANDSCAPING t J' a - m P °j 1 " TO ROLL -FACE CURBING
5 w 1 of \ m m CC. a8+ L
AND MAINTENANCE EASEMENT 1 I I ] PROPOSED m dO1S `' IMITS OF PUBLIC ROAD R/W o° ° 8z 8�---- _ J Q
DB.538z,PG.138-1gz OPEN SPACE G I I _CG-lz(TYP.) , - -- -86 - - ---- D- w f- , + 4 5 - - - > °o + + x/ o PT: 1 +82. 0 85: i
80
0.10 ACRES I I �7 1i �H - - PROPOSED 6' LANDSCAPE AND 9' F 16 Q w / u N �' STOP OPEN SPACE E w Z
( ) ---- MAINTENANCE EASEMENT(TYP. yp) > w o / SIGN (TYP. (0.02ACRES) . ■ N ■ ■ w Q
- - - Dg.53$z, PG.138-1gz a `T CL SPEED LIMIT SIGN r n
�'' 10+ o a 11+ o u PROPOSED SIG HT DI5TA�IZ =Zz T Q / ¢ (D
PROPOSED VDOT STD. BARRICADE to+o0 5 011+00 5 12+ z+5o 5 13+00- 13+5o w 14_001 14+50 01 +oo a 1 + o o
o w i 4 HVACUNIT(TYP.) 3 5 5 5 F
- - - -+ - - - I- - I- - N - - e ° nI u1 w Z
PROPOSED 0 �N a Ny STOP T - - ROPOSED GUARDRAIL J
I BERWYN LANE - Q J ~
HVAC UNIT (TYP. "' " ID PRIVATE STREET EASEMENT SIGN (TYP.) I w °n> F- w
e h 1 1 ♦ a ^ NO PARKPNG
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- - - - ' - - --' -- �' -- - ----- --- "-�' 4 w a 1-1
1 2 ' 16 16' zo'_ ao` z z6' 16' 6 20 26' 26' zo` 'f26' i6' 20' z6" xh O
r I I 7 _ _- -� A
- .. ' , � - I _ • vP.) _ sIBERWYN L NE 0PROPOSEDGLANDSCAPEAND PROPOSED 3-3' z 16' PROPOSED 5' 16' z 13 16' NO PARKING'. y Rca PROPOSED VAR. WIDTH MAINTENANCE EASEMENT (TYP.) ETBAC CG-12 (TYP.) (TYP:) ' (TYP:) CONCRETE SIDEWALK TYP.) 9x Sg Y
(TYP.) ( (TYP.) SIGN (TYP) ' I 4 = PRIVATE STREET EASEMENT J J
DB.5382, PG.138-1 j 5' o SPEED LIMIT ^ z 9 DB.5382, PG.138- 92 W J
1 PROPOSED � L J w _ J SIG L J \ L w LPROPOSED IMITS OF PUBLIC ROAD R/W PROPOSED 6' ~ ~�
1 CONCRETE SIDEWALK- L J L J L - J T L J _ L - J ; L J '� L \ 1 , _ _ _ _ _ _ PROPOSED zo' LANDSCAPING
,� ' ,O ¢ r N ,O ,n „� - N s F HVAC UNIT (TYP.)_ - ,m -
( ) --- ---------- AND MAINTENANCE EASEMENT
1 * * M� * * n a t x F Y ^ a x _ * /�i STREET CONCRETE SIDEWALK TO BE PROVIDED FOR PERIMETER
I� ^ li V N ^ ^ ^ ^ N In N
n LANDSCAPING BUFFER I ILn
I I LOT LOT LOT LOT LOT OT LOT LOT LOT Im- LOT LOT LOT LOT PROPOSED DB.53sz, PG.138-1gz (D
LOT LOT w LOT LOT p , / CG-iz (TYP.)
I 86 88 89 I Ln 98 _ �c Z
TMP 90-27 84 $5 8 90 91 92 94 I 1 ua 96 9] 100 ry 1g+ NOTE: SPRING HILL HOA SHALL MAINTAIN EXTEND CG-6 CURB THROUGH W
LOT 1A MAINTENANCE EASEMENT (TYP.) -- - - - i o 963�PROPOSED SIGHT BLOCK A THE 8' ASPHALT SHARED USE PATH AS NTERSECTION AND TIE-IN W ~�
J PROPOSED 6' LANDSCAPE AND 93 95 99
PROPOSED WALL MAINTENANCE EASEMENT F /C DISTANCE EASEMENT PART OF THE LANDSCAPING PERMIT WITH EXISTING PAVEMENT
ROGER SCHICKEDANTZ j - - - D�53 } ----- -- gg 82 DB.538z PG-338-19z
3 .3s ry 0.56 AC _ _ oC
10' R SET C 53 D.B. 1244 P. 461 16' 16' zo' zo' '. z ' 16' 16' zo' z6' z ' zo' 16' 16' zo' ' z3' R j PROPOSED 5' PROPOSED 10' LANDSCAPING _ cf)
D.B. 629 P. 616 PLAT _ " - /w CONCRETE SIDEWALK
AND MAINTENANCE EASEMENT U)
D.B. 530 P. 164 PLAT I NOTE: SPRING HILL HOA SHALL MAINTAIN !SPEED LIMIT SIGN TIE-IN CG-6 CURB TO EXISTING
NOTE: SPEED LIMIT SIGNS WILL BE PROPOSED 6' P
THE 8' ASPHALTSHARED USE PATH AS p �- I I CURB - MATCH EXISTING GRADE LLI
L PROPOSED PART OF THELANDSCAPINGPERMIT (0.63ACRES)OPEN SPACE F Rev OTDURINGCENSTRUC CONSTRUCTION
EQUIRED TO BE INSTALLED UPON PLANTING STRIP o l i STREET SIGN (TYP) ROPOSEDPUBLICROADR/W 006ACRES OPEN SPACE A BENCH MARK IS
11
I SWM FACILITY - -- - - - - ) CHARLO TESVILLEGIS
PROPOSED PROPOSED8 ASPHALT Q
- - -l�F�a E -- -- -- -- -- - - - - - CG-1z (TYP. SHARED USE PATH C�
__ - -- Vlrl� - - - - - - - - -- _ ROUSE-SIRINE
- - _ - - - - - - - - STATION 105 O
PROPOSED 8'ASPHALT 1.35 AC PROPOSED a� - - - - - - - - - N3882993.340 O CD_ _ 1 SHARED USE PATH PLANTING STRIP STOP SIGN (TYP.)
E 11482334,683 N
-- - - F- - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _
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8 �.\ ELEVATION527.7+
__
PROPOSED- - F _ _
---------------------------------------------------------------- CG-12(TYP.) N _
---- SIGHT DI5TANCE=665' - - _ �� :. �'• � �j H
PROPOSED STOP BAR (TYP. _ '-PROPOSED 0 w
PROPOSED _
CG-6 (TYP) -----_ o_ m
- U.S. RT 20 (80') SCOTTSVILLE ROAD 55 MPH ---- CG-12 TYP.
L JOB NO.
XISIINGPROPERTYBOUNDARY F SIGHTDISTgNCE=66----__
182157
El ° -- ---- HWPB.1 PG.354 5 ----
MAILBOX ❑ -- - - - - - - - - - - - - -_ � y �---- sCALE
MAILS X NOTE: SEE ROAD PLANS _ VARIABLE WIDTH RIGHT OF WAY _ ~ NOTE: AREA TO BE DEDICATED -----_ 1" = O'
TO VDOT WITH A FINAL
� D cSIGN FOR DESIGN OF ROUTE zo LIN
TO BE DEDICATED FOR THE �MSUBDIVISION PLATSHEETNO.
IMPROVEMENTSAND PROPOSED ROUTE20IMPROVEMENTS I - - = ENTRANCE DESIGN=0.07 MAILBOX
TH 0,�'
SCOTT R. LINS7
U No. 35791
9/25/20 ti�4
i SgIONAL '6
I I NOTE: PROPOSED HVAC UNITS SHALL BE
ENCLOSED WITH A 4' WOODEN FENCE, 'y HETIE"IN PROPOSED
\ SIMILAR TO THE 6' FENCE ALONG THE y` G-6TO EXISTING
\ SOUTHERN PROPERTY LINE. CURB AT ENTRANCE
� / I I
/ / TO VARIABLE
E DEDICADTH TED HRIGH THE
WAY
I PROPOSED1o'ASPHALT OPEN SPACE C TO BED DICATEROUTE
\ SHARED USE PATH 742IMPROVEMENTS
I (0.54 ACRES) TOTAL AREA = 0.123 ACRES.
II PROPOSED zo' LANDSCAPING � U-)
I I \ / / I AND MAINTENANCE EASEMENT
LANDSCAPED I TO BE PROVIDED FOR PERIMETER w w i
I \/ PROPOSED SEGMENTED RETAINING WALLS= t / / BUFFER AREA I LANDSCAPING BUFFER NOTE: RET I ING WALLS SHALL REQUIRE � � t
NOTE: SPRING HILL HOA SHALL MAINTAIN w/ HANDRAILS - SEE GRADING SHEETS FOR PROPOSED BUILDING PERMITS. ALL PROPOSED ,w O o i
I THE io' ASPHALT SHARED USE PATH AS FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) / RETAINING WALLS SHALL BE ANCHOR {/) u u
/ / HVACUNIT(TYP.)
PART OF THE LANDSCAPING PERMIT // / / PROPOSED VAR. WIDTH/ j DIAMOND PRO COLOR "JAMES RIVER" Z p ¢ z it: t
LANDSCAPING AND _ - --PROPOSED WALL MAINTENANCE EASEMENT o o t
MAINTENANCE EASEMENT 18' 22' 22' z' 28' 11 D .53 2, PG.138- 92 I I O a c U v i
I /Lu
NE�je / / / / / 26 --- iorREAR SETBAZK I PROPOSED SEGMENTED RETAINING WALLS I t° U) PC w c !
I io'xi6' w
= / j PROPOSED 6' - a a
I I --- - io'xi6' PORCH III w/ HANDRAILS - SEE GRADING SHEETS FOR I o g i
PLANTING STRIP / / //z9 io'xa6' PORCH PORCH PORCH ------ FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) H o m m
I / / �� 1 \ ----- LOT LOT Ili I a a
PORCH LOT m Z
I TMP 90-33 / / ti LOT II LOT �9 PROPOSED 5' WIDTH > > '" ac tr
JEANNETTE D. SMITH / 1 \ g O N" '--LANDSCAPING AND W 0 0
I D.B- 4254, PG.118 6Q / y d+'6 32 3 1 I MAINTENANCE EASEMENT w es t
r PROPOSED (2) PARK / ! 'l �� / / / / pH�t e v aQ°SLOT j PROPOSED 4' WALL MAINTENANCE EASEMENT w w
BENCHES TO BE LOCATED e / '�` / i 1*1 -_I (LOCATED S' OFF RETAINING WALL) I oc I
\ WITHIN AMENITY AREA �Q �� / - / A Qo 34 v v --1 --I
\I I FOR FUTURE BUS STOP -; • / /' / B LOC K E ' +'(� LOT \ \ 1_ _ NO PARKING I LIMITS OF PROPOSED 30' PRIVATE
yv Q°� 3 \ \ \ SIGN (TYP) 6 d ACCESS EASEMENT FOR ALLEY
PROPOSED 1.27 AC i ' 6 LOT s. 1 -- 2z'' -- ,
\ I P HVAC UNIT TYP-) ya \ -
\ PROPOSED 5' ( 10 �° �O 36 \ ry `22 I I
/ CONCRETE SIDEWALK / e°
_ _ _ 21 LOT TMP 90-35A1
AR NOTE: AREA TO BE DEDICATED TO VDOT / '20' 2z 22' +,G y ANG HOL INGS, LLC
----- ----- - 1 0` a T 12 m 12+ o
WITH A FINAL SUBDIVISION PLAT _ _ _ e 3 ' +oo
RIFF \ _ p s
" io'xi6' PROPOSED 6 N N D.B. 102 P. 715
\ io'xg6' i°'xa6' LOT v N �� r n N _ F- m _ D.B. 657 P. 34 PLAT
\ , / \ / xo° PLOORCTH PORCH 1Pz—Oo'xR—iC6H— PORCH 3 �PLANTING
STRIP
T <
STOP LOT PROPOSED 5' ' e• ± ARto A
- I
CP
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o 0 0
SIGN (TYP.) i AIGE I AREA #5 !}2 1 m \\ \CONCRETE SIDEWALK C� v1x5° + + I F No N N N
EN N E PARK z 4 4p 39 i� .� N o ROPOSED GUARDRAIL a N
NO PARKING rvli la a o -x°° s1`��E�a I N rn
PROPOSED m a x o^ \ \ _ yy � d - F TRANSITION FROM CG-6 CURB
CG-1z TYP.) / - SIGN (TYP) r ilm -- 1 \\ �i 0Q0 O�ryQ�P�.y9 A ---� 6 - TO ROLL -FACE CURBING
PROPOSED 6' PLANTING STRIP ?,,, ( • / ` �Os -_ n m, 1z 1 \ QQ ,� ��q O a LC1T a o • O PARKING SIGN (TYP.)
x o I,I PROPOSED6' � Q7 I N SPEED LIMIT SIGN I L9
7PLANTING STRIP �hw e 28 L
EXISTING PROPERTY BOUNDARY �� PROPOSED _ _ _ _ _ TYP.) ° STOP \ \
SIGN (TYP.)
/ :G-6 (TYP) 29' + z z . - - AC �o Q PROPOSED 6'. r
' PROPOSED" 122xo0 l Zo% yo : SIDEWALK d LOT ° ', ~ o NEW 6.26' PRIVATE SIDEWALK
CG-6 (T(P) "'' - 9) PROPOSED 5' a ., W +
/CONCRETE SIDEWALK „ 27 L W+ ACCESS, & MAINTENANCE EASEMENT m-SoDAUPHIN -f NO PARKINGI
- a OPEN SPACED
STREET d Nr RQPOSED VAR. WIDTH -� z+oo N \ lz+so 4 O ) % SIGN (TYP) (0.183 ACRES) I� L26 L N > Ln
~ OPEN SPACE B M
o / iSIGN(TYP) 3 DRIVE + ° . STREET O * H IN (0.09 ACRES) N
TH PUBLIC! e .LL ry I SIGN (TYP) BLOCK C LOT a I-
�i m Q n
PROPOSED PUBLIC R/W a S'F �T SF`T b 4 C 3xoo PROPOSED�O/ CG 2 ((TYP.) 3.3 J Ali d m i --CIO
/ AMENITY AREA #4 2rj L �i - Im t
PROPOSED PAVED TURN LANE - __ p
ALONG AVON STREET EXTENDED i LOT - _ _ 2' -_ DOG PARK 104
I i Q z. _ , 2\ SEE LANDSCAPING P11_ LOT z {- .I + Z
Q -e e FOR DESIGN OF. I
43 Q- e' r -` O N ' N ROLL -FACE CURBING Cn
/ PROPOSED1o'ASPHALT N (TYP.) NO PARKING \ o\ ` I 2 u FOR DRIVEWAY ACCESS N Q
/ SHARED USE PATH % oti LOT ryt I SIGN (TYP)\ dwx DO �R�kf�K - 4 L PROPOSED I N
PROPOSED ASPHALT (�DSCAPED ro 44 w ? PROPOSED VAR.WIDTHi \\\` So HVAC UNIT (TYP.) J
EDGE OF PAVEMENT ¢ a \ PROPOSED 6' LOT CL
% BUFFER AREA °� LOT PROPOSED 6' LANDSCAPING AN \ \ ry TRANSITION FROM ROLL -FACE Q
x MAINTENANCE EASEMENT \ \ \ PLANTING STRIP 1 2 n°
� I PLANTING STRIP � � I = \ \ �\ do, 3 L I , I CURBING TO CG-6 CURB AT I M
45 I \ PROPOSED 5' _ _ DRAINAGE INLET IN THIS LOCATION W
0� \ PROPOSED \ �' CONCRETE - - SIDESETBACK L
PROPOSED ao FgRS LOT LOT LOT SIDEWALK \\\ \ S - (6' MIN. TRANSITION LENGTH) z J
I / I CONCRETE SI
R LOT O 1, SIDEWALK Y a ROPOSED WALL MAINTENANCE EASEMENT J
OPEN $ ACE I }
HVAC UNIT (TYP.) `\FT t 46 P° \\. ° o >
e 47 48 (0.21 ACRES) ' \\may �x a , + DB.5382, PG,138-19z.
PROPOSED 6' WOODEN PRIVACY FENCETO BE 3? �` of \ \� o
C °I 49 \ O PROPOSED LOT 7
CONSTRUCTED ALONG THE PROPERTY LINE / B LO C K G \ ^ °� • \` \\� ° 'CG-6 (TYP) 22 j ~I SIGHT DISTANCE=i7o' i w L
I SEE DETAIL ON SHEET 10 PROPOSED WALL MAINTENANCE EASEMENT PROPOSED PROPOSED SEGMENTED RETAINING WALL \ \� L
1.47 AC % DB.5382,IPG. HVAC UNIT (TYP.) w/ HANDRAILS- SEE GRADING SHEETS FOR \\� U--I
�F 9 d 10 REA SETB�XCi PROPOSED 30' PRIVATE , ^ _J
y6, _ FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) o ` f
/DB.N82,PGC38�92MEN0
PROPOSED :lo'ACCESS T- --------- ------ -- ------ PROPOSED SIGHT �-� \ \\ \ �_ 0�� l� N L
_PROPOSED VAR. WIDTH \ \ �Q \ LOT �I°D STR53T EASEMENT I o
SWM EASEMENT 53 21 DB. 8z PG.1 8-1 z Q
PROPOSED
'OOOOSEC) DB: Szl \ 38 = - -32 _ --32 --- -21' __ __ DISTANCE EASEMENT \ \2 \ HVAC UNIT (TYP-) I J
53 - 8z PG.1 8-1 Q J
PROPOSED zo' LANDSCAPING f 53 3 \ � 0 ' D LOT 90 I O
AND MAINTENANCE EASEMENT Y SWM - 1 * ~�
TO BE PROVIDED FOR PERIMETER FACILITY - _ _ - _ _ - - - - - 22' - 22 \ \o �\ 0 20 L + PROPOSED SEGMENTED RETAINING WALLS \
ra i2' _ -� \ \ \\ N w/HANDRAILS- SEE GRADING SHEETS FOR U
I LANDSCAPING BUFFER _ _ _ - - - - 2� - - \\ \ - oI r
PROPOSED io' ACCESS & s
DB. 8z PG.1 8-1 z 1 ROPOSED ASPHALT PATHWAY _ SETBACK MAINTENANCEEA `\ nl LOT I FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) I Y Q
53 3 9 _ - - 5 36' L _ -- 10 f2�A EASEMENT
I
I I I H!53$z, PG,138- �a \\ 1 I 1 ,
01. 7 5 A I zo'xz6' io'xi6' ao'x�.6' io'xi6' \
PROPOSED 22 ,, , I ydxi6' �\ ➢2\\ 9 L � I III GRAPHIC SCALE fw_- IJ-1
AREA RESERVED FOR FUTURE _ - ( ) 10 PORCH PORCH PARCH PLOT \\�^ N r I
HVAC UNIT TYP. x%6 I 1 I io'za6' PORCH LOT LOT q"('� I '��I I L�T* FRONT �. ., 30 o 15 30 so izo
COMMUNITY GARDEN, IF DESIRED y2 taxis \ PORCH 1 II PORCH OT LOT o PROPOSED 6' , j °-II 18 SETBA m W
... ul
PROPOSED SEGMENTED RETAINING WALL ` PORCH 5 52 S1 5 PLANTING STRIP\ o U),
ox16' LOT I LOT .� I \ � \ II ° I LOT GARAGE I
w HANDRAILS - SEE GRADING SHEETS FOR , h° \ ' 54 °° °p in �\ \ ° a (-
FINAL WALL HEIGHTS AND DIMENSIONS TYP. PORCH LOT 56 SS °�° TC I LIN A - S ES EET 411 m �v NII 2 (Tv ) n I $ IN FEET ) W
(TYP.) t ypx1s \ 1 I N I \ I �j 7 sz'xzo'MIN. i
III I v I,• 1 ^ inch = 30 ft. LL1
NOTE: RETAINING ALLS HALLREQUIRE I 0r I I ,e� � ! 9 taxis 1 _nw\ LOT x vl I , NO PARKING } \\JII SPEED-IMITSIGN ~I NO PARKING I ~�
BUILDING PERMITS. ALL PROPOSED u- OPEN SPACT H P°RCH OT 8 ° n °' I_ _ _ _ _ _ y F SIGN (TYP) I
RETAINING WALLS SHALL BE ANCHOR I ,II 1 I �I I SIGN (TYP) \ N l
\ '� I m I_ _ I �\ 1 80l LOT i6 I II
DIAMOND PRO COLOR "JAMES RIVER" m (0.83 ACRES) y -
LOT °° 59 _ _ STREET PT: i5+2o.45
w \ I ONT . CK - _ \ STOP SIGN (TYP-) L PROPOSED GUARDRAIL i )
v I �� 60 m _ _ -22' SIGN (TYP)\, v IMIT9 OF PUBLIC ROAD R/W PROPOSED 8' WIDTH I V
LL I v fl J N ��\ �\ o - 0' . r\ - \\ -- LANDSCAPING AND W
LOT �' y \ - r . i3' 1' a
--t�-II F g \ _ �._ -26' •.�. •- ,, �• 0p0 II 4 1 MAINTENANCE EASEMENT
61
C v I ��,\, - , - : ' PROPOSED �5+50 16+oo PG 15+49.6^ 6 N _ _ _ 30' LOYO LA W Y17+50 M TRANSITION FROM CG-6 CURB I J Q
i - �C, - n ' 1`> +oo CG-6 (TYP)_ _ _ o _ _ ' 1 N TO ROLL -FACE CURBING
p I �, �¢\ 15 m ___ - PROPOSED3o'PR ATE
\ zz I xy i LOT 14+5° Yam— 512'R PROPOSED STOP BAR (TYP. _ 16+ o \ 17+00 E�PROPOSEDI O
I 62 LA W A T 5 ST EM Zb CG- (TYP) o O
v a . �_ Cc O ' PUBLIC STREE
I � � I off, _ � .� �o ••r ` RE s
m �\
ET EAS
I 14*pO PROPOSED 4 I. 4 42 9 r
�� LOT i 32 - m STREET SIGN (TYP) ROPOSED WALL MAINTENANCE EASEMENT
6 3ti �� _9 3� — — — - F — — — \ _I a is �I LOT GAR GE b D8.5382, PG.138-192
I (PROPOSED 3' DECORATIVE WALL 3 �9 ti��Q1 0 6 Zz_ i81 Crf ) o
NOTE: WALLS YIN HEIGHT OR LESS DO ` = ySxS 2% (TYP') \I u'zzo'LIN. o PROPOSED 8 WIDTH
I40TREQUIRE RETAINING WALL PLANS) R - I 1' + PT:16+o0.5y ANDSCAPINGAND
ry, 41' i N > STOP SIGN (TYP.) �I LOT 66' 11 + PC:1 +0 0 MAINTENANCE EASEMENT ^� w
x p 2 o I 4 3.7 a Lu
m
PROPOSED f�A _ \ \ 3 PROPOSED 1 TMP 90-35
HVAC UNIT TYP. PROPOSED 6' ' i PROPOSED 6'ILANDSCAPE AND ° m E/P E/P 4 * L ~ PROPOSED 30' PRIVATE PROPOSED 6' z
(TYP.)
PLANTING STRIP / 2 PLANTING STRIP MAINTENANCE EASEMENT CG-1z (TYP_)CA ( LOT 1st
66' ALLEY EASEMENT DUANE E. AND ROWENA M. SNOW cos No.
3.'„ DB.538 PG.13 0 0 o D.B. 702 P. 792 182157
-- �� -m ° I I z ' I I MIN. � D.6. 657 P. 234 PLAT
PROPOSED 6' LANDSCAPE AND \ `� 3 x° Oo rz ����� PROPOSED 5' m I M 3-3 NOTE: RETAINING WALLS SHALL - - - - - - - - - SCALE
I F/C F/C
MAINTENANCE EASEMENT y3 +s°, l �F CONCRETE SIDEWALK LOT 00 _
j m 'y y� A LOT LOT LOT NI LOT 66 L J REQUIRE BUILDING PERMITS 1° - 30�
LOT �� NO PARKING'. �ti. � LOT 80 8i 82 83 I + +o" 12 j SHEET NO.
64 SIGN (TYP) 10 L Q PROPOSED PROPOSED SEGMENTED RETAINING WALLS 5
v �, \ PROPOSED VAR. WIDTH -- - 66' I .i HVACUNIT(TYP.)
PRO V R. WID PRIVAT I �`wl;
I I _
AINAG SE % LOT r
- LOT 53 LOT 52 LOT 51 LOT 50
PROPOSEDVAI2� � � � � � - � � �
a u I
I I ' WIDTH PRIVATE
LOT 55 Or
DRAINAGE EASEMENT / �: _ 1 LOT 5 �� r -� LOT III
/ LOT 57 ATC LIN - SE SH T7
PROPOSED SWM \ / OT 5 '� I` /I I f l IJ 1 17 L
I I I I �\ I I � I �� � q
ACCESS
OT 5 - MH z7 LOT
& FACILITY EASEMENT / --'' \ PROPOSED VAR. WIDTH ACSA, I I MH-z6 C
\ �l OT 60 UTILITYEASEMENT(TYP) 16
PROP SED io' PRIVATE _
DRAIN GE EASEMENT i LOT - -- .
4`
a
61 j
- _� �� _ \ II OF �- I
\ MH-z5 %= - 41 PROPOSED 8"x8"TEE \
LOT 15 So 16+oo L -(z)
17+00
62 PR OSED AP. �,� V-- - QLA W Y -w- - - _ ISM
' WID ATE - _o m -
I
DRAINA EASEMEN
PROPOSED FIRE HYDRANT
--ASSEMBLY WITH 8"x6" TEI
LOT
I T. PROPOSED 8" CL. - _ - _ \\ I lol 15
52 D.I. WATERLINE o _ _--- ' - ++ b P i
� I I PROPOSED WATER LOT
ELATERAL (TYP.) 8" IN -LINE G.V. 14
L
\/-------\ \ �` ./ PROI OSED CAPE AND
PROPOSED to PRIVATE -- � / o / e ,, ASOE Y WR 8"xD6""TEE \ TENANCE EAS MENT O NOAGEDEASE BLIC LOT
_ _� u
DRAINAGE EASEMENT F r' o \ \ ENT I
I 13 —
i I I �l � tix� � \ ` PROPOSED A.R.V. I I I ' I 0
LOT _ _ LOT LOT LOT O I oI LOT
/ $2 + 12 MH-z4 vl 80 81 I I I +
' 64 � LOT � � , I 1 - �. , L
PROPOSED SANITARY 79 PROPOSED V WIDTH PRIVA E I M
! �y - - - - DRAINAGE EA - I
PROPOSED VAR. WIDTH ACSA EWER LATERAL (TYP.) -
P �1 I LOT
LOT IvaTE --- I I 11 L
LOT � ------
I UTILITY EASEMENT TYP. /---------- r ,
----
I I , DB.538z, PG.138- z I �y� 9 / / \ 78 DR AG D A E(V1ENT P I'--- - - - - - - - - - - - _ - . � ' i I � i I
65
io' PRIVATE DRAINA -- �- / g = uj w i' I i ------ ----
PROPOSED lo' WALL SEME_NTi LOT i - X I
i I- r i F- I of I
MAINTENANCE I - r - / A \ 77 - - - - - �.\ o LOT
EASEMENT T \ m I' ^I i 10
LOT �� /' / LOT = L
\ CL
TMP 90-27B III 66 T :': ; = r
I I I � PROPOSED WATER / :. \ 76 / �:::::: .,':::::: ' ' r.' r - I � � I I LOT
STEVEN W. AND BETTY C. JOHNSON I SERVICE LATERAL (T)P.) o° / PROPOSED FIRE HYDRANT
D.B. 1026 P. 715 I I � ry 7' ASSEMBLY WITH 8"x6"TEE
D.B. 629 P. 616 PLAT --- b I \� \ \ - - - �� - i LOT
I •✓ r
LOT — i— '. '; $ L
II 67 \V --.�� PROPOSED SIGHT W 10i
I
1
PROPOSED lo' PRIVATE a I I � r DISTANCE EASEMENT �r � i ��I ' LOT F
DRAINAGE EASEMENT
GRAPHIC SCALE
PROPOSED zo' PRIVATE ` ' "-' '
DRAINAGE EASEMENT t inch = 30 ft.
NOTE: SANTARY SEWER MANHOLES WITHIN THE ROADWAYS
MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH
WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.)
- PROPOSED 30' PRIVATE
ALLEY EASEMENT
'I II
I
PROPOSEDzo'ACSA
i UTILITY EASEMENT (TYP.) TMP 90-35
DB.5382, PG.138-i92
DUANE E. AND ROWENA M. SNOW
D.B. 702 P. 792
D.B. 657 P. 234 PLAT
III I I
io' PRIVATE DRAINAGE EASEMENT
II I I
IIII
I III I
No. 35791
9/25/20�4
�SIoNAL E�Gl
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PROPOSED zo' LANDSCAPING AND I MH-z3 NT j II LOT PR POSED z 'PUBLIC - ��' W I I I LOT
I DR INA,GE E SEMENT.. - --- I 6
MAINTENANCE EASEMENT TO BE ! I I 75 �I PROPOSED SANITARY L9
LOT I--- I PROPOSED S ACCESS & r . - � i I I ------- WATER
----- SEWER LATERAL (TYP.)
PROVIDED FOR PERIMETER -
FACILITY EAS ENT Z I I PROPOSED WATER - O
LANDSCAPING BUFFER ! 68 -PROPOSED SANITARY SEWER _
- SERVICE LATERAL (TYP.)---
I SERVICE LATERAL (TYP.)
=��II I I IIII � M
jI PROPOSED 8"SDR-z6PVC _L I ! LOT NOTE: ALL 4-STORY RESIDENTIAL UNITS WILL REQUIRE ' j' I LOT RECORDAT ON INFORMATION:
SANITARY SEWER (TYP.) I _ 74 AN ACSA APPROVED BACKFLOW DEVI E. ;' Q f'I 5 THE SUBD VISION PLAT FOR THE PRO CT IS pMj
LOT I o I PROPOSED 4 PRIV E 0 III L RECORD IN BOOK 5382, P• 138-192. N
PROPOSED AR. WIDTH Pk)BLIC LOT ALL ACS UTILITY EASEMENTS SHOWN HAVE BEEN
I 69 o I _ _ DRAINAGE ASEME +
_. PROPOSED to PRIVATE PROPOSED zo PRIVAT DRAINAGE SEMENT r' 4 M
N 'I
yr PLATED ITH THE SUBDIVISIO PLAT.
l -- LOT it DRAINAGE EASEMENT DRAINAGE EASEMENT i/ Ili I LOT r III N
PROPOSED io' PRIVATE ! LOT 73 °' L: 3 O
DRAINAGE EASEMENT I �i T+� N
70 zi I I I L PROPOSED 8SD _26 PVC PROPOSED 8, IN -LINE rG.VI ~ I
•1
Q
TP.LOT J
PROPOSED 8" IN -LINE G.V. I SANITARY SEWER YPROPOSED 8" CL.
r � '
CID
pROPOSED LA DSCAPIN _ °1 I LOT I PROPOSED VAR. WIDTH ACSA L- i' / 2
------ zD.LWATERLINE r r
UTILITY EASEMENT (TYP.) z D.I. WATERLINE SpROPOSED 8" C
! AND MAINTENA CE EASEMENT o 72 LOT ) III PROPOSED 8"DIP _
b6.538z, PG.138 19z 1 '� 1j l SANITARY SEWER (TYP.) J
LOT I PROPOSED FIRE HYDRANT \ I r
71 ASSEMBLY WITH 8"x6"TEE- i L
e ---------------- --- ----- = e o - PROPOSED FIRE HYDRANT') Q
ASSEMBLY WITH 8"x8" TEE - 1
MH-zo . , W
— -- ——I. — — — — � ----- -- — Lu
o ---1 - --= B_R YN LAN �� - PROPOSEDTYPE A ~ (D J
_ _ _ _ _ _ _ 15+So BLOW -OFF ASSEMBLY a
PROPOSED VAR. WIDTH ACSA - - - o + _ - —� - - - - Sm - - - 3+ _ _ - - _ - - =—I�o- _ ` m o _ _ 7 _ - p J
UTILITYEASEMENT(TYP.) — l0 50 — N 1-4ot— — — — —11+ o — —riz+o — — — lz+ o —^— — —oam — — — 3 0 — — -r — _ — 1 —Ga — —5— —° �W— — — — — — Q J I—
DB.538z, PG.138-192 —WT -
- .gym •.
PROPOSED zo' PUBLIC 8"x8'
DRAINAGE EASEMENT _� - _ - -- - - - -- - - - _ rv� ,
P OPOSE 'T
PE A PROPOSED 8" CL. PROPOSED 8"x8"TEE PR SED z ' RIVA 1 \ & (3)
PROPOSED TY AND (3) - 8" G.V. \ / PR O zo"PRFVA� `. Y
BLOW -OFF ASSEMBLY 11 5z D.L WATERLINE DR I AGE EA MEN 1 I J
PROPOSED 6' LANDSCAPE AND ! NOTE: SANTARY SIEWER MANHOLES WITHIN THE I \ DID' 1N GE EASEMENT _ W J
MAINTENANCE EASEMENT (TYP.) ! - -1 L J L J L - J L - ROADWAYS MUST BE INSTALLED WITH THE MANHOLE - J I - PROPS LB 6' L ;CAP AND -1 L L_ __ \ ,�/ Il
TOPS FLUSH OR SLIGHTLY LOWER THAN THE MAINT ANCE E SEMEN (TYP. � -PR POSED VAR. WIDTH SA - - - - - - O AC
TMP 90-27 ) UTILITY EASEMENT (TYP.)-----------
DPROPOSED TOP OF FINISHED ASPHALT (TYP.) IO r ' ' T 3 '- I
LOT 1A ) I I A I,'/ D6.538z, PG.1 8-lgz
1 ul -
ROGER SCHICKEDANTZ LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 1 1 o i' / NOTE: MH-116 THE END OFTHE SPRING HILL VILLAGE- �J
11244 P. 461 � ; LOT LOT LOT 1 1 I LOT LOT � I o „ , / PROPOSED 20' ACSA �
84 85 86 88 90 91 92 94 98 I / OFF -SITE SANITARY SEWER EXTENSION PLANS W
D.B. 629 P. 616 PLAT !
1— — --- 96 97 10O I - Q it r w i' �/ UTILITY EASEMENT (TYPJ I I
— -- — - - - -- u / D6.5382, PG.138-192 I I EA 20'ACSA SANITARY SEWER LLI ~II
I I I 87 89 I l i 93 I I 1 95 99 '
D.B. 530 P. 164 PLAT
I I I I � EASEMENT- DB. 53z8, PG.7o6 CII
. L / I - - - - - - -
ROPO D zo' PUBLIC IZ
QQ / PROPOSED SIGHT + - NOTE: SEE OFFSITE SANITARY SEWER PLANS
AGE EASEMENT VDH. ~
_ DISTANCE EASEMENT FOR CONNECTION TO EXISTING SANITARY SEWER
D _ - i- " •- / I MH-11 l ' ^
t I i
M6N. BENCH MARK IS W
T I - - - - CHARLOTTESVILLE GIS
Aproximate -.- `� _. ...-.._ - AT _N 5 + li I N' -- -- ROUSE-SIRINE
Va Public Service Esmt. :.. , .:....:. ; .::: ; V E D S o I NOTE: EXISTING OVERHEAD POWER LINES AL _ -
io P
/ D.B.221 P.305 ! i PROPOSED SWM ACCE S _ -__ - _ - - -
Y � i- ALONG � • STATION 105 �
THE FRONTAGE OF THIS PROPERTY SHALL BE i OS�'
_ T _ - FACILITY EASEMENT i Comm 13882993.340
Q
V. :: REMOVED AND INSTALLED UNDERGROUND. ALL �.
Pole ! i 1 :: j - \ I -Veulf [ h1482334.683
`. - - - - - - - - - _ _ ASSOCIATED POLES SHALL BE REMOVED. Fiber o t - - 5
r - - -------------EXISTING POWER POLES - - - - - - - - - -- - - _ I - P - - \,LLEVATION-527.7t
DHE OHTV _---___- I - TO BE REMOVED -- lij - - - - - - - - - - - - - v \ \ O
-- ------ - Polene------------------------ -- -- ----- --------------------------- ----- ELEC TP a - - -------------- - - - ----- --- -- e'W''11�1 ---- - ---------- \ \
n�
_ O
---- — O
_ Pole -_ - -- ---- \•\ N
f---------------- - ------ -- -
EXISTING POWER POLE/ -- - --- � - -- --� ------ai�i _=N- -- ------ - �-------------- -- — - l
F ----- -
TO REMAIN r �HE�rviP
------s
— — ----- ----- INN----------------- o:..
--------------- - / ---------- - — - o w
------ --- —_-� PROPOSED LOCATION OF NEI� - --- - Lu
UNDERGROUND POWER O VAR. WIDTH U IC w
�
----__-_-_-- �
DRAINAG NT
a�
m
``"
-
DB.53z8, PGA 6
JOB NO.
--- ��
--- ----- O
-_ -- _
- - - -
U.S. RT 20 (80') SCOTTSVILLE ROAD 55 MPH �"
( )
~
-- ER POLE
W
_
182157
' 'i0''I
---
HWPB.1 PG.354
__
TO REMAIN -------------_
SCALE
MAILBOX - - - - - - _ — —
,- � y
,mot-�� o� MAILB X _
.—.
- - - NOTE: EXISTING OVERHEAD LINES ALONG THE FRONTAGE - EXISTING OVERHEAD
- -
y
- --
1" - 3pI
>
OF THIS PROPERTY SHALL GIN
LINES TO BE RELOCATEDone o
❑
~
1HTOHTV UNDERGROUND. ALL ASSOCIATED PO ESOSHALLBDEIREMOVED. MAILBOX MAILBOX --- ------ - -
- - - IPF(}-I _ _OHT OHTV _ -
OHT OHTV Pole
/
? INV IN - -
-
MAILBOX
--- ------ --- -_
I I
I I
I I I I I I I
RECORDATION INFORMATION:
rBETWEEN
THE SUBDIVISION PLAT FOR THE PROJECT IS
ACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER
RUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES RECORDED IN DEED BOOK 5382, PG. 138-192.
THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL ALL ACSA UTILITY EASEMENTS AS SHOWN HAVE BEEN
CT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE PLATED WITH THE SUBDIVISION PLAT.
EMENT BEING PLACED.
2. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE
THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS.
3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND
DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING
FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY
_ _ L SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION.
4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE.
S. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL
INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
INOTE: EXISTING OVERHEAD UTILITY LINES ALONG
THE FRONTAGE OF THIS PROPERTY SHALL BE
I I REMOVED AND INSTALLED UNDERGROUND. ALL
I ASSOCIATED POLES SHALL BE REMOVED.
I TMP 90-33
I I JEANNETTE D. SMITH
D.B.4254, PG.118
I I I I
I I
I I
I I
I I I
I I I
I �IIP
I I
I I I
I I
ICONTRACTOR SHALL REPAIR ROADWAY
� I 1�2
\' I TIE-IN TO EXISTING 22" DI WATERLINE
I �jFH
WV
r
ri
ri
r�r
i
PROPOSED ioP' PRIVATE
DRAINAGE EASE
i
-----------------
PROP QED 10' PRIVATE'( / LOT LOT LOT '
D AGE EASEMENT y LOT �� LOT 30 29 �I
31
33 32 II
PROPOSED 6" go' BEND TO l
LOT FIRE HYDRANT ASSEMBLY it
1 I
34
j WITH PROPOSED 12" x8" T.S. & V. r -
35—
' PROPOSED VAR. WIDTH) —
I 100 / i --NOTE- SANTARY SEWER MANHOLES WITHIN THE ROADWAYS 3 UTILITY EASEMENT (TYP.)+ — -
- i MUST BE INSTALLED WITH THE MANHOLE TOPS FLUS LOT B.538z, 1 -1gz o —
\�I\ EXISTING 12' DI WATERLINE n
WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.)
= -- - _- _ _ _ 37 SPROPOSED 6" CL. i - -
z D.I. WATERLINE
/ 1z+oo 5
PRO
sc is 1 LOT 2 d I
R 4 ------ MAIN NANCE EA EMEN \ 3 i
AI
� . - - � �o o/� • PROPOSED V R. WI �i=(PUBL C INAGE EANLOT LOT i LOT LOT i DRAT i
PROPOSED 8" 22.5' BENl 42 —
r _ "1 „ PROPOSED 8" CL. 41 40 39 i / /•�� / ° / /\ MH-15 _
PROPOSED FIRE HYDRANT i � � � v v �i � 1
I
POSED WIDTH P Ic /' ASSEMBLY WITH 8 x6 TEE S ROP Ed EASE IEN E \ 1 �/5 _-------- -
2 D.I. WATERLINE X i I
DRAIN EASEME \ /
. � � r m,•. S�� - `x -i - - _ -- - 1
LOT
r WV i �j 9 �,� �`�. ,_/ y° / MH 16 I 27
- - _ NOTE: CONTRACTOR I I - LOT
DAUPHIN D I �" /llj� SHALL EXTEND WATER 26 L
—� PROPOSED 8"SD 2 PVC LATERALS TO UNITS ! i N,
SANITARY SEWER (TYPJ a- LOT
PROPOSED FIRE HYDRANT_25
LLOT ASSEMBLY WITH 8"x6"TEE
43 PROPOSED WATER F
SERVICE LATERAL TYP.) LOT
f
I I Ili
I
LOT24
44 SEROPOSED SANITARY
WER LATERAL (TYP.) I LOTLOT 1
/ �� / 45 PROPIOSED VAR. WIDTH ACSA OR8'�G VED 8'k66 G V ` •• \ \�V �j �i '
- - 23
j. "ROPOSEDVAR. WIDTH I ------------------
I PROPO. D 10' I I UTILITY EASEMENT (TYP.) �
' p SWM EASEMENT �� �� RIVE �(� DB.538 , PG.138-192 ROP WIDT
I �� .. :v — — — —
D GE EASEMENT LOT SIGHT (STANCE EASEi EfVT \
LOT I .. .
SWM FACILITY & �� � � ' 46 �i � LOT i LOT I � � •.�� �. I --------
ACCESS
�_ 47 PROPOSED 20' PRIVAT ���r'
EASEMENT 49 ;
PROPOSED 4$ v �� xo�LOT
i
R 1NAGEEASEMENT 0,
I I I WIDTH PRIVAT
PROPOSED 10' PRIVATE ; pp PROPOSED VAR. WIDTH ! 22 !
DRAINAGE EASEMENT DRAINAGE EAS MENT PROPOSED PRIVATE UTILITY EASEMENT -� I uJ
-I-��- -- - ----- ---- --- MAINTEPRORO�ED10'PRIVA ��� PROP�SED1o' CE5 ,� ��13862 LOT �' III
_----- _ ---- - _---------- DRAIN GE EASEMENT �\ MAINTEI1ANC� E \\ + i' I
/ PROPOSED 20 LANDSCAPING ---- - -- -- - - - - _ 21 L L
-- -- -- �- LOT r wl',
AND MAINTENANCE EASEMENT I r:. ' ;' I - - -- �- !� I I ��� ;\ � �( ���\ , �� 20 L I I i Q,
TO BE PROVIDED FOR PERIMETER V, i':
LANDSCAPING BUFFER \ PROPOSED VAR. WIDTH PRIVATE - - o� - I �i
_ �'.:. DRAINAGE EASEMENT _ - - - - - - - - - _ -- _ _ - - = _ -I-- QRO}SED VIAR. _
I _ a r Fj P $ PROPOSED 10' PRIVATE LOT I I it J WIDT � U LIC �\ UTILITY EASEMENT '
DRAIN AG(E SEMENT \ 3� r�38-�9 19 ! I L
��� ---- y ♦>R V R. WID PRIVAT
).
- w ,I
AINAG SE �� I , LOT I
��� I I
LOT LOT 5 LOT 5 LOT 5 LOT 5
1 L 3 L Z L 1 L 0
PROPosED VA12 \ \� s L 54 J u 18
WIDTH PRIVATE LOT 55 : > i o, F
DRAINAGE EASEMENT
—°� LOT
LOT 57I C LIN - SE ISH
_ /
PROPOSED SWM LOT 5 -
I I � \ �� _ �
ACCESS OT 5
&FACILITY EASEMENT ,-'' / PROPOSED VAR. WIDTH ACSA, MH
OT 6O UTILITY EASEMENT (TYP.)
1 PROP SED io' PRIVATE
DRAIN GE EASEMENT LOT
I I
— — —
61
it O� I.
I
\ `;\ MH-25 ! . III PRO.POSED 8"x8" TEE ` 7 53
°° 8" G.V.
' PR OSED R. LA VV - - - -•tea ---w- - 17+00
62 Y�
WIDT PRIVATE - oo
/ DRAINA EASE50
MEN / o / y /\ kpO — - - 4 PROPOSED FIRE HYDRANT
Sir -ASSEMBLY WITH 8"x6" TEE-
I — LOT - —
\
63 /i"�" --- ------
— _ I a 1' LOT
I� PROPOSED 8" CL.
o _ - - 1
52 D.I. WATERLINE , ' / o _ - _ - F'` I 1° 15 L
b i III
PROPOS ED WA - \ I LOT
/ VLATE -PROPOSED 84IN-LINE G.V. RAL(TYP.) 1.4
r I
Il
DRAINAGE DEASEMENTE ! I ?----------- - -- \ \ \' >, o / ASSEMBLY W TH 8"D6"TEE O O NANCE EAS MENTAND DRAINAGEODEASE FONT I i LOT
_ PR
PROPOSED A.R.V.. I II 13 L _ ILA Lu
I LOT " I'� "V LOT LOT LOT LOT ol I j LOT II �
I I I I
82 83
64 MH ?4 { LOT 80 81 ��! 12
t ( PROPOSED V . WIDTH PRIVAT E I "
' PROPO I 2� SEDSANITARY�E 79 A - - - -"'
\ EXISTING 12" DI WATERLINE
SIP
°HERVIP
S16'40'02"W
119.33'(tie line)
I
VARIABLE WIDTH RIGHT OF WAY 1
TO BE DEDICATED FOR THE
PROPOSED ROUTE 742 IMPROVE ENTS
TOTAL AREA = 0.123 ACRES.
PROPOSED 20' LANDSCAPING
AND MAINTENANCE EASEMEN
TO BE PROVIDED FOR PERIMET R
LANDSCAPING BUFFER
PROPOSED 4'
LANDSCAPE&ASEMENT
'ROPOSED W LL
4AINTENANC EASEMENT
LIMIT OF PROPOSED 30'
ACCE EASEMENTFOR,
TMP 90-35 1
ANG H LDINGS, LC
D.B. 026 P.71
D.B. 65 P. 234 P T
NEW 6.26' PRIVATE SIDEWALK,
ACCESS, & MAINTENANCE EAS
_PROPOSED 14' PRIVATE
UTILITY EASEMENT
DB.5382, PG.138-192
PROPOSED SANITARY
SEWER LATERAL (TYP.)
PROPOSED 2o' ACSA
TUTILITY EASEMENT (TYP.)
DB.5382, PG.138-192
PROPOSED 8" DIP
SANITARY SEWER (TYP.)
PROPOSED WALL
MAINTENANCE EASEMENT
- io' PRIVATE DRAINAGE
EASEMENT
PROPOSED 20' PRIVATE
DRAINAGE EASEMENT
I
NOTE: SANTARY SEWER MANHOLES WITHIN THE ROADWAYS
MUST BE INSTALLED WITH THE MANHOLETOPS FLUSH
WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.)
- PROPOSED 30' PRIVATE
ALLEY EASEMENT
GRAPHIC SCALE
I Inrh = 30 11..
No. 35791 �
9/25/20�4
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JOB NO.
182157
SCALE
III _ 3O1
SHEET NO.
7
YD1 O YD13C \ ^_ i.om / 53', I 06 _ _ - I � �' it ' i i - 6§ '^ s74.00BW
/ 59z= 'r \ y LOT
MATCH I E ET 86_ OT Soo 5 4 I III 1 `s74.00sw
3 -I S- 1 L a' s86.00l \ TH
I i /
LOT z LOT 1, L T o u - sao.00BW
L g t`FE-
/ / - -- `•� 8-00 PROPOSED VAR. WIDTH PRIVATE z - LOT 54 FFE= FFE FFE= FFE= u F 5 3 6.
/ PROPOSED S\NM ACCESS ` _ _- _ 8 s - - , DRAINAGE EASEMENT- 59 LOT 55 FFE- 592.00 S91.33 59o.67 59 I FFE= LOT
& FACILITY EASEMENT PROPOSED VAR. WIDTH PRIVATE S8 58 .00 _ 5382, P' 238,192 FFE- 592.67 -, BSMT= I `BSMT= I BSMT� BSMT- 584.00
/ DRAINAGE EASEMENT \ LOT FFE= _
58433. 6 s PROPOSED zo' PRIVATE
57 59333 BSMT- i - \ \SCOTT R. LINS�
DB.538z, P 138-1 - 5 9 S \ 5 FFE o BSMT= v 58z.16 I 581.49 I 58 a 830 58g316 , I i 17
PG 1 z aaf - o \ LOT 8 2.8 S 5 8 o II 8z.8 5 3 Sai.i6 I N J1J L DRAINAGE EASEMENT \ I U No. 35791
- - - s ) -- I- = I. I DB.538z, PG.138-1gz, \ \ a 4
59 3 'BSMT- 5 3 s�'s , / ;' 1 I
FFE- i 5 3.5 i I- - _ssz.5o I x I I �s -" I LOT �6 I -
/ 591,5o I 583.675 593a7 X.. a a fFE= 581:33 80.z3 1 - ` ` p 9/25/20
i o 6 - ' --- - 'S78 yp d 5a�.64 7 60 8 56600Bw - -- - g0
h0 5 6.0o LFFE= FFE- --BSMT= 583.0o s1.67 58333 I i_ - x - - 5
59 3 81.6 -- -- 581.6 0 - 5 ti
� - - � \ FFE= 0.8 - r 5 7 � _ , 5 "' � ,'' , I I � N I - - ' - 37 .a7 y�a.a5 s � � �\ ;4 0 , I/ ;; � c � Ir I III 580.00Tw � I , sIONAL Ed
_ \57 _ 7
588.83 - BSMT ' S813}. v ` 1- 58o G7-. g 65:`- 16A z-1-580. ' - '� -'I _ 574.00BW \
- _ PROPOSEDio'PRIVATE - - YD13A \ BSMT= 81.00
DRAINAGE EASEMENT TW 5 ,580.Ew\ - -_
- s a. LOT61 r579.o0 � 69 7 � � � 8 ,, I � 6.SoTc � �\ 00 DB.g3 i _PG,138! z - BW STa FFE= I 57e.67
.. _ -. ,ems 73 -- s � - _
0 \- Ss1.6a . r -
- - - - PROPOSED ALLS (M EIGHT=6' S77- - - - - ' \,, r ss1.39 1 5 c �% ! _
5 0 16+00 16 \ \
- - / 5 C ! PROPOSED VAR. WIDTH PRIVATE 1 580.6' 15�+00',, �o _ _ - - �5 - - -- - v' O� I- PROPOSED WALLS
DRAINAGE EASEMENT - ��S79�o s �i _ _ - - 16B 4 -_ _- �* ,' PROPOSED STORM �. (MAX. HEIGHT=6) A A
FFE= D6.53 G.138 19z_ YD13 0, \' / „\- Y �� -- 1 16+50 SEWER SYSTEM1 A \ \ v v v
'
__-57L4O3T3-6-- z - - -
574.00 s'/ S75so A� �,�;"�,!' x\c ,�\�/-�I*' +-g •1.z9 .M. •5.5_ •_.•_ '�_ '_ • _ --�� FFE= 68 e 6 � 4 J6I 5.o, rw
l\ &.aBW
w 80 63 soTW574q.o-AA
A \
Q3W
_ - -
-
V u, .O.
i i - T` YD1z FFE= / oo s73 7 0�5314 A A A Z
r. O 579.00 ! 574• - - - Z Z m
m 6 I .P OT : a \ \ \ \ w w W
571.67 xh - --= - - �W 379 7 _ i In $ \ \ -570 � 2
"o ! /a- e•' 1� � - ��� 58100 - I i 12� -` I \ \ � i i w
T�
h1 \ 33 / , . 581.67 -.� IL..._ i571.67
A ` O O Z
/ 6 nJ.4o o 57z.00 w 7 -- III A
s755 c s S8 I- � � I I � A V ` � ' � - - - - � U U z
- DRAINAGE EASEMENT s6a.67 v /i \ - L. - PROPOSED zo' PUBLIC.. �I S7o LOT 4 s71.o1 z z z
DB.538z57 0 9+ 56g --'z / /_ �. DRAINAGE EASEMENT 57o 562:oorw S \ v - - , - - >
- : - C `.o I 'I. 557.00BW. 60 - - ` a O O W
v �� w / FFE-
- 9 SOBW s76.6a � ��' �- - _ 53- PG.138�9z 696 A
- - -' 0 57------- YD1zA no is 00 s79.67 LOT81 FFE- 80.00 l LOT8 570.00 �3 57o.00TW \ v `> cc cu Lu N
- - - IE ! y ( 57o So 5J0. ---< i7 v A PROPOSED STORM 3.6YO
- - - 93 { Q 3 . LOT 1 7 564.00sw A _ - - ' - - H U � `� w
_ - �' 6 SEWER SYSTEM 574 - S 33 BSMT- 0.1 FE-579-33 / 6------��-�-
G I,
PROPOSED3 DECORATIVE WALL % _33_ T8o 5 ____�_________ __ (� m
(NOTE: WALLS 3' IN HEIGHT OR LESS DO 1' o� l - ` x o6 A FFE- 81. BSMT- 6 o L W 560 �/ O
= 57 5 7 - 1� 3 - /,. n4 6 LOT - BSMT=8572. 6 LOT'82 - - " } vIII H .. E co
� I NOT REQUIRE RETAINING WALL PLANS FFE= %,\ � ^ \ '� 7 79 \ I 5 BSMT- 1. 0 5 9�5 I i I FFE- 567.67 3�s 6.91 ', J I \ \, \ / / � � O ¢ m m
0 57 33 h c 0 \ VAR, WIDTH PRIVATE568.0o L / - - - - - _ m z
- - - �- - - __ - _ I ZS) / `Sa BSMT 80.0o 1 PROPOSEDDRAINAGE EASEMENT 7 ? \ / / / j
LOT 64 570.0o a. 567 44 s 9 LOT 78 S7 7 d DB.g 5 Of
o
� /' , ,- ; _ E.So w �• 5,' I s7s.00 / FFE�T � I III � _ - o 0
5 I - � PG
I 56567 S 451.
1, PROPOSED YARD DRAIN SYST� 1 1 \ / / / W W o
YD i
FFE= 578.0o YD158 PROPOSED WALL HEIGHT=6' 11 r ,i' �, 566.00 \ / / / J) Ln W
_ - LOT 65 -
_ / - - - / . o ♦ BSMT_568.17 �I (MAX.( �- -- ---- - , ¢3 f _ y' / / T ,55 - m
PROPOSED 10' WALL MAINTENANCE EASEMENT - c / FFE= SSs.00 - _ I FR DEF Sf GEpETA GTd 0 _ > >
-c s se �, x 7 PROPOSED VAR. WIDTH PRIVATE - ----- =` - - - 1.1 bl -- ----- III / / / / - - of
w
M
r DB.538z PG:138 192 y _ - P �ss 84 X
L
- - - r6�p' S68.33 F 57z.33 DRAINAGE EASEMENT YD15A - -570 - YD15C - _ 568 / i I - 564 - - / / / / / ac
56g.SoTW_ - I: v i-575-33 P 13.53k,g2 00-��- -� 5668 �- 566.00� 5 4.0o W,.> -. \
i i 0 566.5oBw _ I__ - o BSMT 6 0 39 5 = s6osw - - f --- 6z.o08W' j----L-- _ TMR 90-35
i 5 5.5 68 6o.008w 5
s J 76 DUANE E. AND ROWENA M. SNOW
ILOT 77 , ` � 56a oo�iv_-_ 55$ _ � _ 56 ----. YD4A \ �I 56o u i � � • � F61.o �560 67x 560.33 I PI I z.00TW � D.B. 702 P. 792
NOTE: CONTRACTOR TO INSTALL RIVAT 8 / \ FFE= 57z.67 ----- "i 5 ss '
i FFE- 566.00 563 / / -- L I 5sl.00aw D.B. 657 P. 234 PLAT /
i DRAIN LINE FOR ROOF & FOUNDATI N DRA NS _ - 0 sv \ BSMT- 56z.83 YD15 / i 566.00 ---- III
i WITH 1o' PRIVATE DRAINAGE ASEMENT-566.33 \ 6o.°°aw - r it - OT g r - - II I 5s4.00T NOTE: CONTRACTOR TO INSTALL PRIVATE 8"
TMP-90-27B _ - \/ - _ _ I
DB,5382, PG.138-1gzs66.67rw i YD16F LOT 6� o / / 55$ - - „ 10 FFE 515g 6 I55 _ I DRAIN LINE FOR ROOF& FOUNDATION DRAINS
STEVEN W.,AND BETTY C. JOHNSON 563.676w _ `� YD15E 6k- _. ,_._ _ YD4 I �5g,o L 6
/ I _ . r � I WITH 10' PRIVATE DRAINAGE EASEMENT
-
" D.B. 1026 P. 715 / _069 s6 .61 - ' ti �� 89 - �� . ,� = =' - L 8 DB.5382, PG.138-192 ;
I � S6z � W :. � - 106 -
D.B. - _ _ A 6a 560 �y
563 33 �� - 6 - �� hL - h�0 � . . � �5 -z5 I
I
FFE= 1. PROPOSED zo PUBLIC
PROPOSED 1o' PRIVATE i 0. ' DRAINAGE_ EASEMENT
563.67 ' $7------- i T 7 r III 56woBw
i DB.5DRAI38zGPG �38M92T ' 56i o-TW j l.- L 38 ,5 0 8 ' 9 I `\ S ,' PROPOSED DRY SWALE % r 'I (M i FFE.o 15467X 554.oz 55o.00BW
_ _
I
39
�.• _ 75 / S
vi' L T 6
--- - - �, ,- - FFE= z.00TW
~19 FFE= 561.o0 -. - ,I r I 553.0o X 548.00BW
• _ � \ sz �' I , � z 6
LOT 68, . \ \ ` . i. 558183 56o.6V BSMT= 551.17 \ YD1oA PROPOSED SWM ACCESS & 5 54i 6g
/I
�� I FFE=6o.00 - 8z 41 50 FACILITY EASEMENT
t
0 559 3' s5&67 a. '$ 81 LOT7 DB.538z, - 60 0'1l 54e.00Tw'
ss7a3 - 55933 FFE 6 FFE= l T 5
/ / k I ri I 01 547.oaBW
559 7
- _A 548.67. 547d7 'I N
� BSMT 549.831 I r� � / i 549,0o I
I
i 55933 �� 55900 g l l �6 i t j DRAIN LINE FOR v %/ � o
I m FFE= v
9 -- o- i I )
I I / _
_ 5
ACTOR TO INSTALL PRIVATE 8"
I / LOT 6 0 OR ROOF & FOUNDA R PROPOSED 10' PRIVATE FFE= T 546.67 54s4
TION D AINS Il =
YD16D1 \ - - el6 ss�as� - LOT73 ^ DROAINAGEDEASEMENTE ' , DRAINAGE EASEMENT 547 0o I 0
558.0o FFE= 55833 DB.' 8z, PG.138-19zo PROPOSED zo' PRIVATE .PROPOSED VAR. WITTH PUBLIC D ,' G.13 y1 z T r 59
557 - -
BSMT= 8. o I 53 �,, 545.67 s
i l LOT o + FFE= 3
I FFE= - sn'67 ss7z :.I - - 54 5 it 8 DB 51382, PG 138`1 2T DR-p 54B2,PGAGE .i38 T z u 11 .e
_ - "t
- PROPOSED 10 PRIVATE . I 558.00 8. � 0 . ' _ `-- _ h I 5 � I--- " I �= LOTz � r
DRAINAGE EASEMENT, !I 8a I 8 1O
-- ---=-- D-B.53-8z-PG.i3-8-a2 _-YD16D �i'It 1 Wc LXo�IIo / I LFOFTE7= 1 557.00 ; jI ss4��9O -.e. + 1 .II =
6YDz�.7 /
8A6
YD
F54FE- -
00 '
4 544.
'LOT7z 433
FFE=557.00YDio L OODoRIVATEBSMT547 17 z542 DRAINAGE EASEMENT a.8°
FFE= z6
557.33 - 4.7 al
sgq3r '
-
I - 543.oa
-ikr
58B
- - s 6B 0 57 %
PROPOSED 20'PUBLIC - - -I - - 77. [ - - - - - - _ -\ 5 53 - - - - Fo'� - h�
4
) _�__RV1/Y LANE
DRAINAGEEASEMENT ti -- --�- - __) _�n
D6.53$2, PG.8 =92 L� , ,_ I _ _
/ 55 93 Z - N - _ --01 - - \ 1 - - - __- - _ _ _ ' a,•t� _ ='ry"r ''J I \
PROPOSED STORM 5 p
TMP lA /_ -.- SEWER SYSTEM - -
ROGER SCC IICKEDANTZ i I/ q , h` h _ 51 DROAINAGEDEASEMENTE
♦ 2f _ •`
D.B. 1244 P. 461 0„ - - -- 1 I. y z. 0,'
.:... •. . . , . , ,•
555.78. 555 53 554 9 554 -. 55 9 9 33 „ 550 10 49 3 547 9z 4 7 54437 c 43 37 54z 47, `54z 1 54o.g 54oa8 • 5 _, yh r i- 56q
D.B. 629 P. 616 PLATD.B. 530 P, 164 PLAT j 11 l 75 }F N- w- 52
I� IILId�
1 j - 556.z5 56.z5 555: : Sz.84 IS oa7 8a 4475 I 42J5 1. z
,.56.z5 556.z5 54.gz. 1'S0 4950 4 - 46.0 4409. - 42.09- 54 4 I \ 49 (; •• I' -
11
1 L -1 L J L _J L-J ..._ I '- L-�
` L J - L_ J - L-- -� I I L-J t I I L-J L-J L-_J----
73 I LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 8g r LOT go LOT g1 LOT 92 LOT LOT 94 L fl LOT g6 LOT gj LOT 98 -LOT 99 LOT too // -�� - --f-i --�-I- - - -
YD16C 95
FFE- FFE- FF s3asw
- FFE=
FFE= E= FFE= FFE= FFE= FFE= FFE= -- FFE= -
\ I - - FFE= FFE= I i FFE= z o8 FFE= I / I o • > it -r /
1 S56 58 55 5 SS 5 58 555.92 S55 25 1 SS3.17 1.8 55°'S° 8 548-so 1 I 6. z 545.08 544.4 543 541.75 / / Q n r / / i / / t 6. _
\ PROPOSED zo'PUBLIC EASEMENT
7 6. 8 6. 8 SS a I - S5z.67 SS 3 so.00 549 3 8.00 1 1 54 4 - - - z. 54� 42 1.z 66w - II ' / 0� / / i' i / / / 3'
DRAINAGE EASEMENT z 8" IS 85 - 55 - X 554J5X - 55133 3� 18 0 -54933 X - 47-Sa 1 5459z - 3 9z 541.9z JS 536 W ' / / / i / / / 1
DB. 8z PG 8 1 z 1 71 556.0 5 533 4917 k 5 8.83 i4 5 X 479 X I4z.gz 54z.5 X �4 5 x 539• z _ 54 zs x 536TVd 3 - l - /i / / / i - v - - -
53 3 9 ss6 os 6.o x ss6.o
�. 00 5S2 551.z 551,4z 5514z 51.yz 5067_ 49 8 - __ - - - 5 5BW w I I -
54
VDH YD 6B o o
Private Drainage Easement Width Chart (10' TYP. UNLESS NOTED)
Pipe No.
Size
(inches)
Max Depth
(feet)
Easement Width
Required (feet)
Easement Width
Provided (feet)
YD-7C - YD-7B
8
3.50
9.7
10
YD-7B - YD-7A
8
3.50
9.7
10
YD-7A - STR.27
8
3.50
9.7
10
YD-7E - YD-7D
8
3.50
9.7
10
YD-7D - YD-7A
8
3.50
9.7
10
YD-8C - YD-8B
8
3.50
9.7
10
YD-8B-YD-8A
8
3.50
9.7
10
YD-8A - STR.48
8
3.5D
9.7
10
YD-8A - YD-10
8
3.50
9.7
10
YD-10 - STR.54
8
3.50
9.7
10
YD-12A - YD-12
8
3.17
9.0
10
YD-12 - STR.92
8
3.17
9.0
10
YD-12B - YD-12
8
3.50
9.7
10
YD-13M - YD-131-
8
3.00
8.7
10
YD-13L - YD-13K
8
6.25
15.2
16
YD-1 3K - YD-1 3J
8
6.75
16.0
16
YD-13J - YD 13C
8
8.58
19.8
20
YD-13P - YD-130
81
3.67
10.0
10
YD-130 - YD-13A
8
8.5D
19.7
20
YD-131 - YD-131-1
8
3.50
9.7
10
YD-13H - YD-13G
8
2.67
8.0
10
YD-13G - YD-13F
8
3.33
9.3
10
YD-13F - YD-13E
8
6.50
15.7
16
YD-13E - YD-13D
8
5.83
14.3
16
YD-13D - YD-13C
8
8.50
19.7
20
YD-13C - YD-13B
8
3.50
9.7
14
YD-13B-YD-13A
8
4.83
12.3
14
YD-13A - YD-13
12
3.08
9.2
10
YD 13 - STR-94
12
3.50
10.0
10
YD-13N - YD-13K
8
3.5D
9.7
10
YD-15B - YD-15A
8
3.67
10.0
10
YD-15A - YD-15
8
7.67
18.0
18
YD-15 -POND
8
4.00
10.7
18
YD-15D - YD-15C
8
2.67
j 8.0
10
YD-15C - YD-15A
8
6.67
16.0
16
YD-16C - YD-16B
12
3.50
10.0
10
YD-16B
- YD-16
12
5.25
13.5
14
W
F
0
N
N
N
0
O
N
to
0
O
W
W
0
O
M
L9
M
CM
Ci)
N
4
M
Nt
N
W C)
z
N
i
W >
�
z
-
CID
J
Q
Lli
O
Z
Q
Q
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Q
J
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Z
U)
Ul�
`.J //I'►
LLlLU
Ur
Z
[-�
_ . 1 .00 .
1 55- 5 0 �5, 48.81` i4 4..k 54 >.• 475 X• 47. x'. r 4 54z.55 9xo 41.o X o X _ 7
.. p X 551.30x .: 551.3o X 51.16 ?C x 54 .44 t g.SS 38.0 534.a8 - 1 -__ x_, X
3 I �
� i" PROPOSED VDOT CL. Al RIPRAP LINED
� I I 6. 7 I
I 54 5 - 100 I 5 I � �
_ 8 BENCH MARK IS
p��pp 43 5
PROPOSED WALL HX. HEIGHT- ' _ __ - -
l� 3 _ YD1 - CHANNEL FROM PROPOSED CURB CUT
-_- -- - �y 0 oI z6 iao RIPRAPDITCH o CI IiifZLOTTESVILLE GIS W
548- ---^ RAIN LINE FOR ROOF &FOUNDATION DRAINS �_- 3 .° �' WITH A STONE DEPTH OF 15" INSTALLED PROPOSED VAR. WIDTH PUBLIC
' NOTE: CONTRACTOR TO INSTALL PRIVATE 8 W WITH A FILTER FABRIC UNDERLAYMENT. w �; RAINAGE EASEMENT
Va Pubk Servipe Esmt. ! j ss4TW 1, ; • .\; ; \' 'I YD16 PROPOSED SWM ACCESS & WITH io' PRIVATE DRAINAGE EASEMENT s�'s 9! I ^ _ DB.53z8, PG.7o6 ROUSE-SIRINE
P { -- --- 3_: 9- _ PROPOSED SWM ACCESS & zA' -'
D.B.221 P/305 Tv. l I i t- , , FACILITY EASEMENT :r _ D z PG.1 8-1 z - --- ';- �" r ---------- - ---- ---- - I I i � aATION "105 Q
FACILITY EASEMENT _III- / u - �36s;� N 3882993.340 C�
1 - �. 1 _
38-x9 _ - '-
DHEOHN i 47 -- ----- - -- ----- ------ ----- - - - - - - - - - - - _
WALE - - -
IZ
-------- YD16A - -
------- o I� i - _
2 I ^II � EVAT3�4.68 � O o
---- - -- a �f N
- - - PROPOSE D S s ---- - _ - - -
PROPOSED UNDERGROUNDSTORMWATER -- -- - - --- ---- -- - - - - ------ - � --------- ------------------ -- ---- _ � `'-�
- - - - - --------- -- -- -- -a - -- -4 _ 2 111` -- �7P OHE
5o MANAGEMENT DETENTION FACILITY _ _O O
' -
,1
5 --- - _ - \
- ___ -ram - - /_ 5i - - s ____-- - __ _ ^' III _
------------- ---- - - - - - o - - -
;•r I
r
IiC
LU
- - -- ---- g6 -- - -- --- - O Lu
x
h �
- - - _ -- ----_ \ 526 \ a m
U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH) ~ N �' JOB NO.
8215
-/
102
- IC SCA E
-------
--- ---- � HWPB.1 PG.354 - ---
MAILBOX i,, oQ6 / - - - - - - y N iy - - - - a0 0 ,s\ 3o ----s------ SCALE
oSIGN r -
_ 1 3°
QAILBOX --- ---- - -g
)HTOHTv �'tn `---- ---� sso - _ ----� _--\ '� -�-_ --- - ----MILBQX�. - ---- -- ------ -FELT) ~--- sH O.
- - --
- f�'I _OHT OHTV - OHT OHN �, - - - - - - ___ - - __
EET N
' ,- -' INVIN� �o _ -- T= �fi Z---MAILBOX � 8
Ogg / d 44
oll
/ g9,
GRAPHI-C-StALT/ 42
- i - 30 0 15 / 30 60' 120
I
- - - i
I
T_
I -
- - - ( IN -FEET
-1" 11ch = 30 ft. / / / / y / ' i i 6�60Y•1
I /
r
4 - - PROPOSED 1o' PRIVATE
lc�' / 1' DRAINAGE EASEMENT - 3 66
/ ROPOSED WALLEIGHT / / z4 f
623.81
6gqrw
(MAX.( 1SZ6g�1 _" 620YDBCI..I 6z86W
099
/�/ �� -"DE
- - � � � � - � / � - �, - - i - - I -- -----I -
a r
°
-FF
TMP 90-33- / / / ' / /' - :PROPOSED YARD .RAIN SYSTEM / ''� _ ' s -- - ---- 6FE=E
- ° I '- FFE= T. 6zz-8 I.
JEANNETTE D. S_MITH / / D� zP i�Y Ii - ` I 1 FFE= fiz1.51 621.51 7 SMT-
i / 1' � / 22.1 6z6TW
- - - - - - _ D.B. 4254; PG.118 /' �/ G ? - - 6zo.8 SMT= -
- - - ' i / / / / / / -/ �t` 6� PROPOSED io' PRIVATEi / ;, / .9 - _../ .i 6s9' BSMT= -61M 7 - 6-11.67 SM t0 zo I -
- - -
,r I 61z. I
_D�9 - - - / / j - DRAINAGE EASEMENT e� _ - _(�2� y / 6zg oo 6i-1.6 L012 LO 1 LO ° 6-L 9 1 MAINTENANCE EASEMENT
- - - - - - / / / / ` 2 7 3 PROPOSED WALL
\V���(� 6 0 YD C , FFE- .' L T 33�3 _ 6zz.33 3-_ 1 6zz.00 - 7�_sl I
- _ -I_ _ r., �QO •�i_I' 3�''•%' -y(�- _ _ -_ _- 7 .621. O - I- 6ii.33J � _ c°
S 6n.33 r D6.5382PG.i 8-192
616TW
612Bw
LOT
-Obs---- ---- s v
FFE= "SMT .zz 33 � � __- -."bzo o34' - ° I
38 i63 00 3 o9.e3 _
--- --- P.
YD7E / / 62o 84 8
SMT=ao.57 - - biz w
- - - - - -
- 6
°
l
o zo.jSEF
5iiE Alf
61i.00 � b ab 1 6
G49 - BSMT= \o.67 1z+5o
OE - - - - - \ I_ YD7D 6 611.00-
s 1 / as, FFE TMP 90-35A1
- ,
\
LOT 42 - - -- - -II - - byo BSMT=na.67 1 •� 5�._ _ g ANG HOLDINGS, LL
PROPOSED VAR. WIDTH PUBLIC.FFE= FFE= o - D.B. 1026 P. 715
- -FFE= FFE= og. /
EASEMENT 631.84 _ 631.37 6z8 5o 625.84 '� \ " �6za67 9 i - - ? D.B. 657 P. 234 PLAT
DRAINAGE EA _
/ III \ o i
PROPOSED VAR. WIDTH PUBLIC ,'' �� z DB. 82 PG.,38 92 6Y" I BSMT= I SMT= I SMT=. SMT= !o
DRAINAGE EASEMENT v 621. 3 616 0o - a s xo° / ,7\/ 47 / / / 608"
622.00 618.6
-4--II_bas.'I •6z56'=-I- -\ - -\- _ o \ ' z6 X _ ti��P/ /" ✓/ /
�/ 1 •_,- YDLOT �8 I C. 4 II I 66sw? LQ 39
630 6u6o
0 bno33 \\ \ \\1\ \ \ \\ /
\ \\ a \\\ \ l
i N
�I�L\II
35. ,/ ;f.'• •.. fix'. --- --_ __-- _ -- 6z448
�
5r /'' i • ILeII ` -:,I-/'FFE= LOT �L7 _ 6o6.00TW\\
36 o.00B60733
1
\ \ \
AT' 4r1 \ \ \ \ 11 \
PROPOSED 20' PRIV E LOTFFE= NASM60 , LOTS62L1
00 _. s6, b�3 I 95INAG
SEWER SYSTEMDB PG3$
FE=LOT4 0 300 6p2.0
�0333OTE: CONTRACTOR TO INSTALL PRIVATE 8
FFE= 62
1
248 4
rllll
\
/
DRAIN LINE FOR ROOF& FOUNDATION DRAINS __ b
- � � WITH i'o' PRIVATE DRAINAGE EASEMENT E
\ D boo
__\S .� ,� ' 6oi.00
B 5 601.33 Tz4 5�q4' 1 592.00Tw
o.o
59
_ u
`�� oBW
•
3 ] LOTPROPOSED io' PRIVATE y 6z0.25 �' 0 - 600.00TW
i I 6zz z
- - 6i759 _ ,{ L z3 �,' I. 594.00BW
. T - - -- .. FFE= s99.00 F 9747 O
= _ _ 6z0.8 LOT 6 LOT LOT 8 LOT 49 O 59933 9 w
BSMT= I I DRAINAGE EASEMENT
620 / �\ / 3 FFE= ; - - - _ , 4 47 4 o I. L
- 6 66
INSTALL PRIVATE8"-BSMT=-
DRAIN- -- -- --- -
� 6z9337 6z I ��\ ✓ ,
;- - _ - - ' I i 6z z FFE- FFE-
- _ - - LINE O OR ROOF & FOUNDATION DRAINS � � 6�9 50 4 w i FF5'9 BSMT= 6z3.a5 FFE- 61 . z � I-i, I
SWM FACILITY & 6zo - - -616. 8 BSMT= 6zo.58 7 9 - - o� , \ ---------- + 4
BSMT- I _ 6 \ 21 Sy LO zz PROPOSED WALL
-{ / �/ +� 613.41 po SMT= 'I 608.08 / o YD6 FFE=
- ACCESS EASEMENT_ - / PROPOSED io' PRIVATE 6 � `� o s ! I � ' I � ` MAINTENANCE EASEMENT
- - i PROPOSED VAR- WIDTH PRIVATE 6'10.74 9, o PROPOSED 10' PRIVATE s94.00 zs9�3 a D6.538�, PG.i38 igz,--
DRAINAGEEASEMENT 9- PROPOSED WALL 60 :' DRAINAGEEASEMENT " 59433 L J \ \
PROPOSED DRY SWALE - - - / - DRAINAGE EASEMENT - \ I -I I \ \
` r 1 - - - -6 YDi w \ \ 6i MEI MAINTENANCE EASEMENT 1 - 90
0 4 YDi3K w - ROPOSED WALL (MAX. HEIGHT-6' S YD131 FFZ_ LOT oo
--� I - ti 33"," �.
- - - - � � 06 YDi M \ \ r -, I � I
-- - - �3L4�D
6 _ PROPOSED VAR. \�\ � _ \ \ \ \
bo BW 60YDi H \ 590 \
9 608 - - - -_ $ws9a 3 WIDTH PUBLIC o�
578-ooBW \
t\ PROPOSED VAR. WIDTH PRIVATE - O2 - - - 13F YD13G 1 DRAINAGE EASEMENT 59\ �` 59033 LOT o + 590.01 \ \ \ \ \ \
- - YDl E - - 584.00BW \
4
DRAINAGEEASEMENT- - 0 3 6_ _ - YD1 D -- ---- -- o
- - 606 - - PROPOSED YARD DRAIN! YD13J 598� = 3 -59 1 - - - 590 33 - 559 9 1 \ 2 18 588.33
- � _: -,SEE
- I - _ �\ I 11 \ I L s \ \ \
- -
606 - \ _ 3 596 AlSEE SHE * B.OT 3 06 i1 6 578.00rw
- - - - -� 1 s OT 18 5 III L..I 574.00BW \ \ \ \
YD1 O 3 - r OT 6
_I 5_ 5" - S FFE= 5sb.00 ss47 '- IIi 5e6.00rw \ \
iS�z - - � � �� \ 9zoo-_ 1 Y - L0.T z LOT i t0 E-o I\'\ lii / 586.33 'L 6 � � iI ` � � \sso.00$w \ \ \ \ \
I _ 3
��• PROPOSED VAR. WIDTH PRIVATE - LOT 4 FFE- FFE- FFE-
58859z`T 55 FF I \ \ \ \
PROPOSED SWM ACCESS , - DRAINAGE EASEMENT- - r I z.00 59133 590.67 590.00 ° T584
LOT az. o• \ \ \ \ \
PROPOSED VAR. WIDTH PRIVATE - - - - 8 .00 .538z, P 1 8-z 2 - - FFE= \ 59
& FACILITY EASEMENT 38 3 9 2.6 - BSMT- / "DRAINAGE EASEMENT y' , LOT FFE= 3 593-33 - BSI.80.16 ; II I 6 e PROPOSED z0'PRIVATEDB. 8zP 138-i?z FFES o 5
53c 593 5 BSM8z.8FEE2.8- j 5 I5 3 \ 58a.83.I 58az6 I 580.50-579:83 IiI\ / W .�' L � DRAINAGEEASEMENT I \
_ - - - - 3 50 / I- 58z.5o II x I'__ --- 1 LOT6 DB.5382, PG:B-19a_ \
1 0 59 3 B83 7 5 - -- - - - - -58133so z -
"{LOT LO E= 59 5 `583 58333. __ . I4 'II ,-$II sBk7 I x o+ °1. _- - _, 78 YD5 f S$a.64 F81.6 1 5 3'�I SB 572.00TW
BSMT- sz.67 _ - a _ 5 7 6.0 566.00BW \ \
FFE= 590.83' S81.67 5 1 I s Q II 580.00TW \ \ \
588.83- BSMT= I 5a .33 \ i 5ao.4/ - s7 s7�. 7a.4s i6A z458o - - -I 574-ooBW \ \ _ 79 65
PROPOSED io' PRIVATE _ YD13A - 58i-oo - s • . ..• ' - ? 70 L - 1 \ \ \ \
i - - I BSMT=
DRAINAGE EASEMENT
B.S3XVG.138& IX2 _ Bw 5 a - LOT 61 FFE= 579
iHEIGHTe ' 00578.67 O I '
PROPOSED ALL (MAX. =6') S77 Bo.S rip 16+00 16 Q I
9
1/ 5 39 - -
- i5 5 - ^�
/ PROPOSED VAR. WIDTH PRIVATE r;' s 5� °` ,;,' �5 0o Sdo - -'� - �5 - - --T' \� PROPOSED WALLS \
DRAINAGE EASEMENT \, 579.So / - - --- __!- __ _-'I -- - 166 _ �4 -. $.�; PROPOSEDSTORM (MAX.HEIGHT\6') \
�1� FFE= D6,53 G.138-19z YDi3 \I O A vv III
_ _ /
_ - - I
580 4 YDizB /--57433 s7 7 / '\ \, Y ' - _ p 6 o \ \ \
;� G BW � 6.6 78.zo , + / J+ � +..�k µ •. .. 4 ' 566.00TW \ \ \
� _ _ _- � 68-
g� _ ba.
ROPOSED 8..YARD jo.33 -LOT 63 LOT 62 / C r� ' 5so 05 . -- - - - 578.zz - - F i 67 57q.00TW
o o - FFE=
y7 YDlz FFE= 574.00
571.67 x5° 94 . i - _ _ - $z. JOB s79 6 3 g.00 f 16 :• LOT
PROPOSED 5ea,67 n 7 \ \ \
568.67 ,' E :i 579 40�- - 572.00 - \
DRAINAGE EASEMENT __ -� \ /< \\ Y - - S7o I LOT 3 \ \
D6.5382, 1� 9 569 ----� \ / a / i ., c \ �. \ \ DRAINAGEDEASEMENT / - 70 S62. o w s6O
�4'' '
, PG-138=igz ; FFE= �69.6 Ls .o , ,I \ \ \
' ! 50.50 -- YD1zA _ _ s7oas o / PROPOSEDSTORNt 3.6% 579.67 SLOT81 - - L5 LOT83 / 570.00 LOT z 1' ' 56.o sw
PROPOSED 3' DECORATIVE WALL ! $J0' i \ 3 SEWER SYSTEM 574 iQT 80 FFE 580.0o FFE= L 1 p s 4
/ 33
(NOTE: WALLS 3' IN HEIGHT OR LESS DO I" ° I - \ K FFE 58133 BSMT= 570.17 579 33
/ 5,4.06 / 3 LOT FFE= 8z.00 BSMT= 6 0 3 6 W
I � � sn�67 1 79 S � BSMT= 1. 0 5 9�5 i .' LO 1 - � 3 \
NOT REQUIRE RETAINING WALL PLANS)- i FFE= �: \ / ' 4 /, BSMT= 57z.i6 57 5 - tOT &z - - -I u / ✓ FFE= 56767 Is 6 gz J I III \
57 33 -57 �o '� FFE= 580.o0 PROPOSED VAR. WIDTH PRIVATE 568.°o J \
o. _ � S � / r-
i O
L _ A
nz85 o8w -LOT 64 0_00 �I � / �' gz - a // .78, / BSMT=S7o-17 ) DRAINAGE 'j' - \ \ \
YD1 D �I
DRAINAGE DESCRIPTIONS
PIPE INFORMATION
INLET INFORMATION
STIR. NO.
CIA.
(in,)
LENGTH`
(ft.)
SLOPE
(%)
INVERT
IN
INVERT
OUT
MATERIAL
INLET TYPE
Curb
Type
SLOT
LENGTH
RIM
ELEVATION
36
DII
CG-6
8
626.17
35
15
159.59
0.51%
621.92
621.10
RCP
34
MH
CG-6
-
631.25
33
15
74.04
2.26%
621.00
619.33
RCP
32
DII
CG-6
10
626.50
31
15
1 131.17
%67%
619.00
1 605.00
RCP
30
DI-3B
CG-6
12
611.75
29
15
37.02
5.13%
604.00
602.10
RCP
28
OI-3C
CG-6
6
608.25
27
15
15.67
1.60%
602.00
601.75
RCP
26
DII
CG-6
6
608.42
25
15
49.86
2.47%
601.33
600.10
RCP
24
DI-3B
CG-6
4
608.25
23
15
56.62
7.19%
600.00
596.00
1 RCP
22
DII
CG-6
8
600.67
21
15
98.58
7.78%
592.00
584.33
RCP
20
DII
CG-6
10
589.92
19
15
38.02
3.29%
582.75
581.50
RCP
18
DII
CG-6
12
588.08
17
15
75.76
7.04%
577.83
572.50
RCP
16
DII
CG-6
6
577.42
15
24
27.79
a90%
569.75
569.50
RCP
14
DII
CG-6
10
577.33
13
24
44.70
6-33%
568.75
565.92
RCP
12
DI-3B
CCI-6
8
570.92
11
24
120.50
6.29%
559.00
551.42
RCP
10
DI3B
CG-6
10
556.42
9
24
131.35
4.76%
545.00
538.75
RCP
8
DII
CG-6
10
543.75
7
24
66.86
1.99%
533.00
531.67
RCP
6
DII
CG-6
6
539.17
5
24
64.02
1.67%
530.17
529.10
RCP
4
DI-3B
CG-6
6
531
3
30
78.31
1.79°k
529.00
527.60
RCP
2
DII
CG-6
8
534.00
1
30
30.16
0.83%
527.50
527.25
RCP
2B
DI-38
CG-6
6
534.25
2A
15
42.41
1.77%
529.17
528.42
RCP
68
DI3B.
CG6
14
539.50
6A
15
37.95
2.85%
534.00
532.92
RCP
8B
DI-3B
CG6
12
544-00
8A
16
35.22
1.42%
537.25
536.75
RCP
10B
DII
CG-6
16
556.42
10A
15
27.68
0.63%
549.50
549.33
RCP
16B
DI3B
CG-6
8
577.75
16A
15
14.72
2.24%
572.75
572.42
RCP
30B
DI-3B
CG6
12
610.92
30A
15
28.62
2.86°h
604.92
- 10
RCP
32B
DI-3B
CG6
10
626.50
32A
15
27.72
1.52°h
619.75
619.33
RCP
44
DI-1
CG-6
-
641.75
43
15
186.10
1.02%
637.50
635.60
RCP
42
DI3B
CG-6
8
641.00
41
15
178.91
1.44%
635.50
632.93
RCP
40
D13B
CG6
6
637.75
39
15
174.25
2.71%
------
------
RCP
38
DI3B
CG6
6
633.58
37
15
44.24
4:52%
628.00
826.00
RCP
48
DI3B
CG-6
6
609.33
47
15
46.83
0.68%
602.42
602.10
RCP
45
DII
CG-6
4
608.92
45
15
54.77
3.47%
602.00
600.10
RCP
54
DII
CG-6
12
544.75
53
15
45.67
1.05%
538.58
538:10
RCP
52
DI-3B
CG-6
12
545.08
51
15
131.98
3.71%
538.00
533.10
RCP
50
DI-3B
CG-6
8
539.25
49
1 15
39.24
6.37%
533.00
630.50
RCP
66
DI-3B
CG6
10
595.33
65
15
184.89
11.21%
589.50
568.77
RCP
64
MH
CG-6
-
574.67
63
15
106.03
10.52%
568.67
557.52
RCP
62
DII
CG-6
10
562.33
61
15
107.75
12.44%
557.42
544.02
RCP
60
DI3B
CG-6
10
549.33
59
15
106.81
9.13%
543.92
534.17
RCP
58
DI-3B
CG-6
8
539.92
57
15
48.29
4.97%
533.42
531.02
RCP
56
DII
CG6
6
538.08
56A
24
120.02
0.54%
530.92
530.27
RCP
56B
DII
CG-6
8
537.75
56A
15
43.70
0.53%
531.25
531.02
RCP
588
CIA
CG-6
-
538.00
58A
15
34.13
0.67%
533.75
533.52
RCP
70
DII
CG-6
8
576.17
69
15
28.48
3.16%
571.17
570.27
RCP
68
DI3B
CG-6
4
576.17
67
15
15.79
3.17%°
570.17
568.77
RCP
84
DII
CG-6
8
559.50
83
15
28.91
0.52%
552.50
552.35
RCP
82
OI-36
CG-6
6
559.00
81
15
96.83
3.17%
552,25
549.18
RCP
80
DI-3B
CG-6
6
555.00
79
15
44.75
0.51%
549.08
548.85
RCP
78
MH
CG6
-
554.58
77
15
77.99
0.51°h
548.75
548.35
RCP
78
DI-3C
CG6
B
555-00
75
18
43.90
0.52%
548.25
548.02
RCP
74
MH
CG6
-
554:25
73
18
56,81
0.56%
547.92
547.60
RCP
72
MH
CG-6
-
554.25
71
18
19.87
0.86%
547.50
547.33
RCP
94
DI-3B
CG-6
8
577.00
93
15
85.75
9.13%
570.50
562.67
RCP
92
DII
CG-6
10
566.58
91
15
37.69
O.6T°k
560.25
560.02
RCP
90
DI-38
CG6
12
564.08
89
15
75.94
3.16%
559.92
557.52
RCP
88
131-1
CG-6
-
562.00
87
15
75.70
L22%
557.42
556.50
RCP
96
DI-1
CG-6
-
534.00
95
15
25.51
0.67%
530.00
529.83
RCP
106
MH
CG-6
-
536.00
105
36
236.91
0.73%
523.97
522.24
RCP
102
DII
CG-6
12
529.58
101
42
48,49
0.89%
522.14
521.71
RCP
112
13I-1
CG-6
-
527.58
111
24
36.57
0.71%
522.50
522.24
RCP
114
DP1
CG-6
-
524.50
113
15
44.85
0.74%
521.00
520.67
RCP
No. 35791 '1
9/25/20�4
�SIONAL E�Gl
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JOB NO.
182157
SCALE
r
1.11 = 30
SHEET NO.
9
GENERAL CONSTRUCTION NOTES FOR STREETS
ALBEMARLE COUNTY POVER AY ROPOSED1 SM-9.5
SURFACE COURSE
GENERAL CONSTRUCTION NOTES
EXISTING
4" BM-25
1.
CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE
PAVEMENT
N ERMEOIATE COURSE
2.
DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON
1. PRIOR TO ANY CONSTRUC77ON WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY INCLUDING
CONNEC77ON TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
EX. STONE \ / ���iv
suBBASE V A �A/��A/%v%/ / %�/��%O��(�/� /j
9.5" 21-A
BASE COURSE
v v v
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
DEPARTMENT OF 7RANSPORTA770N (VDOT). 17IIS PLAN AS DRAWN MAY NOT ACCURATELY
COUBGRTEDD \�\�\/\
COMPACTED
IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR
REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE
suecRnDE
APPROVAL
REQUIREMENTS OF 7HE PERMIT SHALL GOVERN.
ASPHALT PAVING - MILL/OVERLAY
ASPHALT
PAVING - ROUTE 20
3.
SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY
2. ALL MATERIALS AND CONS7RUC770N METHODS SHALL CONFORM TO CURRENT SPECIFlCA770NS
NO SCALE
NO SCALE
*NOTE: THIS IS A MIN. PAVEMENT DESIGN.
THE COUNTY. ALL DRAINAGE OUTFACE EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
ANDSTANDARDS OF VDOT UNLESS 07H RSE N01ED.
ASPHALT PAVEMENT SECTION SHALL MATCH
4.
GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TiME OF
J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR
APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING,
1.5" SM-9.5
SURFACE COURSE
THE EXISTING PAVEMENT SECTION.
DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT
GRADING OR OTHER CONSIRUCRON. SURFACE
-
SM 9.E
COURSE
TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
3" BM-25
5.
WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C).
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY
INTERMEDIATE
1" BINDER
COURSE
INTERMEDIATE COURSE
6.
WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENiRANCES SHALL CONFORM TO VDOT STANDARD PE-1.
OBTAINABLE, LESSER SLOPES OF J.- 1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED RIP RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION
5 11A
\ % �/\� !/�/ �O % �/ % !\
/ /
7
SHALLIBECSTRICTLY ADHERED MOPAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL,
H
OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A
.5" 21-
BASE COURSE \/\%/\%j %j %/ /�% j%\!/\
BASE COURSE
COMPACTED
/ / / /
j /\ \/ /� /
8.
ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE
DRAINAGE CHANNEL.
7. ALL 7RAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
COMPACTED \ O\j\ j / \
GRAD
SUBGRADE
SUBGRADE
ASPHALT
PAVING - AVON ST EXT
PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9.
ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE
TRAFFIC CONTROL DEVICES.
6. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS
ASPHALT PAVING - PARKING SPACES
NO SCALE
TURN LANE
ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
III.
NO
NO SCALE
10.
TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY
9. ALL EXCAVA770N FOR UNDERGROUND PIPE INSTALLA7/ON MUST COMPLY WITH OSHA STANDARDS
THIS IS A MIN. PAVEMENT DESIGN.
ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
FOR THE C0NS7RUC77ON INDUS7RY (29 CFR PART 1926).
ASPHALT PAVEMENT SECTION SHALL MATCH
11.
THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
THE EXISTING PAVEMENT SECTION.
12.
VDOT STANDARD CD-1 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR
GRAD S ON THE ROAD PROFILES.
E SAG POINTS AS SHOWN
1.5"GRAD
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY
ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED:
SURFACE COURSE
ACE COURSE
INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WiTH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT
OR COUNTY INSPECTOR PRESENT.
i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
3"-4" BM-25
INTERMEDIATE couRSE
��
ROAD NOTES
INSTALLATION OF ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING
COVERED.
5: a
6" ASPHALT +"'-w _ -:•• y..:,
.. c cw
+
� � �'�
5.5" 21-A
BASECOURSE
\ \
GRADING:
COMPACTED
ION
iii. CONSTRUCTION OFTHE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF
/
SUBGRADE
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA
ROADBED BASE MATERIALS.
COMPACTED
ASPHALT
PAVING - PUBLIC /PRIVATE
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS
SUBGRADE
PROJECT.
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS ANDCERTIFIEDTESTS,
T
5 ASPHALT PEDESTRIAN TRAIL
NO SCALE
STREETS
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT
SHALL BE COMPLETED AND APPROVED BEFORETHE PAVEMENT STRUCTURE IS PLACED.
OF WAY WIDTHNO
AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
SCALE
z" sM-9:5
3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED
SURFACE COURSE
VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED.
PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD
1" BINDER
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE
DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE.
INTERMEDIATE COURSE
SUBGRADE.
INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF
7" 21-A
BASE COURSE/I�/O/�///�//�//
\ \ /
DRAINAGE:
THE FOINALRNSPEOCTION�AVEMENT,
COMPACTED
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1)
via. THE CONTRACTOR ISRESPONSIBLE FOR CONTACTING AMINIMUM OFONE WEEK PRIOR TO
SUBGRADE
ASPHALT
PAVING - ALLEYWAY
FOOT.
EACH OFTHE ABOVE PHASES OF CONSTRUCTION TO SCHEDDULEULEANINSPECTION.
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD
NO SCALE
CONDITIONS INDICATE.
viii. FAILURE OFTHE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL
3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER
TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING
OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION ELIGIBLE FOR STATE MAINTENANCE.
SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS I I POINT OF
SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. R/W ROLL
TOP
C/L FINISHEDCURGRADE GG z Rlw
CURB
PAVEMENT: 1/4' 1' 1/4".'I'
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE W�
MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS
APPROVAL THE PROPOSED METHOD OF CORRECTION 4260T
(VARIABLE WIDTH)
NOTE: CONCRETE SHAL
BE 3000 PSI AT 26
4" CONC. DAYS OR STRONGER.
STEAE4-OT 4" 21-A STONE BASE
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 6. f9, S2TON
I E
3, TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1' 2.5' (TRAVEL LANE) (TRAVEL LANE) BASE CONCRETE SIDEWALK
I, II, OR III PRIOR TO PLACING AGGREGATE BASE. IT E/P-E/P NO SCALE
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS zz' PRIVATE Rono R,,,BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE
COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY.
5. ROUTE 20 PAVING MUST MEET THE EXISTING SECTION AND ALL OTHER PUBLIC STREETS MUST HAVE AN APPROVED TYPICAL ALLEY SUCTION - eW ' PRIVATE ROAD
PAVEMENT DESIGN PRIOR TO INSTALLATION OF THE STONE BASE. ('PRIVATE ALLEY)
15 JfFH DESIGN SPEED
NOT TO SCALE
CG-6
5' WIDE CONCRETE CURB & GUTTER
SIDEWALK
POINT OF
FINISHED GRADE
CG_6
CURB & GUTTER
5' WIDE CONCRETE
SIDEWALK
SURFACE
3•I
EXIST. GROUNDr
2X 2X
2.E
2X
EXIST. GROUN
3
...
/ 6' PLANTING r •. --'
••
•4-
61aP
6' PLANTING
4' WDOT 21A 4- WDDT
STONE BASE 21A
OT
STRIP
F4' WD7BA
STONE
EXIST. GROUND
BASE
SUBBASE
STO E
BASE
EXIST. GROUND
41,
EXIST. GROUND
EXIST. GROUND
EXIST, GROUND
EXIST. GROUND
EXIST.
EXIST. GROUND
1 I I (RiAIEL LANE �(N�IAN) 1 �AVEL LANE
39'
61'
TYPICAL NEIGHBORHOOD STREET SECTION (6>' R11r)
ENTRANCE OF DAUPHIN DRIVE (PUBLIC ROAD)
CURS'-SSAR RESIDENTIAL cE JffX9P USE SUBDIVISION STREET DESIGN SPEED• 25 JfPII
CG-6 POINT OF cc-6
5' HIDE CONCRETE CURB & GUTTER FINISHED GRADE CURB & GUTTER
SIDEWALK 5' N/DE CONCRETE
2% 29 SURFACE 2S 2T SIDEWALK
6' PLANING
6' PUNTING
4' MOT 21A 67PoP
STONE BASE 42 BASE SUBBASE •45gASEr STOP STONE BA.'
5 6 2.5 10' 10' T T,5 6 5
(TRAY LANE) (TRAVEL LONE) (PARKING LANE))
R/LV
TYPICAL AW10HBORH00.0 STREET SECTION (6-6 ' R11#''
PORTIONS OF DAUPHIN DRIVE PUBLIC ROAD
CAS-SSAR RESIDENTIAL & JfI.YED USE SUBDIVISIO STREET DE IGN SPEED. 25 J(PH
PARKING ON ONE SIDE ONLY
CG-6
5' WOE CONCRETE CURB & GUTTER
SIDEWALK
2R 29
6' PLANTING --•
4' MOT 21A STOP
STONE BASE 2OT
POINT OF
CG-6
FINISHED GRADE
CURB & GUTTER 5'
SURFACE
\\\
zz
4'
EXIST. GROUND
-I-
EXIST.GROUAD
10• 10'� I ....I
(TRAVEL LANE) (TRAVEL LANE)
24' F/C-F/C
43,
R/W
TYPICAL NEIGHBORHOOD STREET SECTION (43' R11F)
BERWYN LANE PRIVATE ROAD
GAS-SSAR RESIDENTIAL & Jf1.YED USE SUB IVISION STREiff DESIGN SPEED.• 25 HPH
ON -STREET BUJff-L-OUT PARKING ONLY
NOTE: RIGHT-OF-WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES
CA
CG-6 POINT OF CD-6
5' WIDE CONCRETE CURB & GUTTER FINISHED GRADE CURB & GUTTER 5' WIDE GONG
SIDEWALK / SIDEWALK
ZA / . SURFACE
6' PLANTING
4' VDOT 21A STRIP
LINT
STONE BASE
- Id J to' -
(TRAVEL LANE) T (TRAVEL NNE)
24' F/C-F/C
6' PLANTING
7771 STRIP
EXIST. GROUND
EXIST GROUND
EXIST. WND
EX/ GRTS . OUAID
TYPICAL NEIGHBORHOOD STREET SECTION (49 ' R%R')
LOYOLA )r4Y (PUBLIC ROAD) AND FORTIONS OF DAUPHIN DRIVE (PUBLIC )?OAD) AND SHERMAr STREET (PRIVATE ROAD)
CS--SSAR RESIDENTIAL & JfIXA'B USE SYUBDIVI ION STREET DESIGN SPEED• 25 J(PH
ON -STREET BUJ(ROLT PARKING ONLY
NOTE: RIGHT-OF-WAY WILL VARY IN LOCATIONS OF THE BUMP -OUT PARKING SPACES AND. AMENITY SPACE
Pavement Design
RF= 1.0
Location
ADT
HCV
Design
ADT
CBR
SSV
Dr
Surface h a
Base b a
Sub -base h a
Dip
Dauphin Drive (Public Road)
944
2
964
4
4
14.63
SM-9.5
1.5
2.25
BM-25
4
2.25
21A
5.5
0.6
15.68
Loyola Way (Public Road)
283
2
303
4
4
10.60
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
5.5
0.6
13.43
Berwyn Lane (Private Road)
302
2
322
4
4
10.81
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
5.5
0.6
13.43
Sheridan Street (Private Road)
217
2
237
4
4
9.75
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
5.5
0.6
13.43
Private Alley
264
2
284
4
4
10.38
SM-9.5
2
2.25
BM-25
1
2.25
21A
7
0.6
10.95
t.L
(WHERE REQUIRED) VDOT STD. CURB A
TIED ADJACENT TO
A ,MATE, IDI er .rvrA DROP INLET (DI-3)
SEELAN
DETAILS XS-3A AND-XS-3C----
NP
wm
7V
;a
�o
LL J
O=
aw
a
wa
L3
a o
ME
&E
SECTION A -A
NO SCALE
TRIP GENERATION_,
1"=100' 1 -\ N'
- - �,A � / L01 J2 b; b0 P9
NS��ioT I
P�0 OTOr 3
•t;, WT ' �SHERIDPIN
� LOT Lnr Lnr Lnr STREETS
OT
\\kkffI za
i
Lor
_ I ll
T
26 BIj
r I >< I ILOT
25 i
w
x
x Lor
\ LOT - ,. _.... • xe c
a Lor•.
DISTRIBUTION LOT qOT Lnr LOT: \
8o%RESIDENTIAL A9
I 5o%COMMERICAL
AL
I: Lnr
1
x,
V.
TRAFFIC
LOT Lar LOT Lor \ LI PI I_.,
LOT 5 LOT s 54 LOT Lor 53 52 51 5
I
II LOT oT 5 ` V Lar
6 9
LOT
WAY -LU
\ wT fi _LOYOLA Q
II
I LOL jpj 14
I`
I L O
y o I Lr
'�IjTL ,3
I
T E Lar Lar LDT wr I Lor �
ex e3 lit W I ,x
CmT LOT (I I LOT
65 •�' ( LOT Z
� S LOr , J j
2
66 Jfi LOT
/ / B
x-
in
x
\ LT
I
Q
0
OT
BT /.A-
r.
I x ,,, x x •* .] I LOT ..
Lm I [
I I LgT TS I Ill( ''�I
L04T V i' Lnr
IL LOi
LOi
Jn L• , LOT
x '
0T
I I
EDIT Li t\
' BERWYN LANE 13
_ All
II
DT
1 1
LOT LOT LOT LOT LOT LOT LOT LOT LOT Lor LOT Lor Lor Lor 96 Lor Lor I 10 000 SF31
1
I 94 95 � 6J � O9 9n 91 9x 93 90. g5 9b 9J gg 1 I' ' / 1
t OFFICE 1
DISTRIBUTION BLDG. L
' '
zoo/a RESIDENTIAL r, E L----------�
So%COMMERICAL - -
TRAFFIC
---_ --------- -- - L
TRIP GENERATION CALCULATIONS
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION)
Too MULTIFAMILY HOUSING (LOW-RISE) - CODE 220
io,000 SF COMMERCIAL OFFICE SPACE - CODE 710 (PHASE II)
RESIDENTIAL COMMERCIAL (PHASE II)
ADT: 732 VPD (366 ENTER/ 366 EXIT) 98 VPD (49 ENTER/49 EXIT)
AM PEAK: 46 VPH (ii ENTER/ 35 EXIT) iz (io ENTER/2 EXIT)
rI R1fl3in T Rein
I
'r�
}I
Rtfl6it
12
t�
lhikl'sf :AmETREY berf7i_/
Sult Curb of
Bo6om of Deb mey ldlOw.. dapt
of 7ir esR roedami/Iimum cl
of ] Lntlus is meinlained.
1110In 1 2NOfn
Rolnop Curb
NOTES:
L THIS FROM MAY BE PRECAST OR CAST IN PLACE.
L CONCRETE TO BE CUSS A3 IF CAST N RACE.
4000 P9 F PRECAST.
3. COMBNAr CUPS M GUIIFA HAVINGA RADIUS
OF 3OD FEET OR LESS MGM FACE OF CUD)
SHALL BE PAID FOR AS RADIAL COMBMrM
CURB E GUTTER.
T
4. FOR USE WITH STABILOW OPEN -GRADED MANAGE
LAM. THE
PARS so,
1
CONSTRUCTED TKE3aPE
OF SUBBASE COURSES AND TO THE CEPTH OF
j�
THE PAVEMENT.
B. ALLOWABLE CRITERIA, FOR THE UBE OF CG-P
S BASED ON ROADWAY CLASSIFICATION NU
GNN MINING �CTpN
NE PMAD
S' R
DDEESIGPEED
L IN
ON CS LNBAN STMLAIQIS.
D
n
'
YW
4
TIE BOTTOM OF THE CW AAD
P
gO.
OU M MAY BE OONSTRU W
P.NRAIEL TO THE SLOPE OF
S ME COURSES PROVIDED A
AT M OPItlN TIE fbNlN/CEQI
MP7•AW OEPrx a T'
6 IWNTMdD.
0
C
W Slope break for
drainage.ifref
o R- 2 Feel
W t)
g < Bock of Curb o
g o ii: �
i 3
Tli. l I
p =1L11 I I
u ill: 1 I I
(:OnStf- '
Joint
f
Mainflne Edge of Pavement
lh ivelvoy Entrance Warp Transition Roatop curb
Port Plan of Entrance Transition
FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL
Rcdus Return
Warp curb profile to molch
driveway entrance apron prOde
"itrin 4 lseT each side of apron
otoove invert line.
I
arive.ay Enlronce apron for R011tOp Curb
REFERENCE COMBINATION 6" CURB AND GUTTER Ran Ara,w STANDARDS
1a5 SHEET 1 OF 1
502 VIRGINIA DEP.VtIAENi OF TRANSPORTATIONREN9gN DATE
N11.03
coRt
NOTES:
1. THIS REM MAY BE PRECIS'( OR CAST IN RACE.
2. CONCRETE TO BE MASS AT E CAST N PLACE.
4000 PS F PRECAST.
3. CUM HAVING A WILS OF SOO FEET OR LESS
(ALONG FACE OF CLNBI WILL BE PAD FOR AS
RADIAL CUM.
4, THE DEPTH OF CURB WY BE REDUCED AS WRI
/5 3- 05•' DEPTH: OR INCREASED n MUCH AS
Y' U1" DEPTH: IN ORDER THAT THE BOTTOM
OF CURB WILL COINCIDE WITH TIE TOP OF A
COIMSE OF THE PARE ENT AIBSTRI IME
OTHERW5E TIE DEPTH IS TO BE 1B" AS SHOWNO MLsfTEHT IN
PRICE sU IS TOW MADE
FOR A DECREASE OR AN INCREASE N DEPTH.
y, CO-2 IS TO BE USED NI ROADWAYS MEETING
THE REQW WM FOR CO-6 AS SHOWN N
APPENDIX A OF THE VDOT ROAD DESCH MARLL.
N THE SECTION ON GS URBAN STNDNNB.
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
Part Section A
SFISOi1CAT10N
REFERENCE
STANDARD 6" CURB
xv =
MAD AND BODGE STANDARDS
FIGURE 8 ROLLTOP CURB ENTRANCE DETAIL SECTION
105
REVISION DAM SHEET 1 OF
502
ANGINA DFPA¢TMENi OF iRANSPORTATIq!
NN.01
SCOTT/R. CBi.LINSZ
No. 35791
pow 9/25/20`�
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JOB NO.
182157
SCALE
AS SHOWN
SHEET NO.
10
1
F3
SEWER SERVICE LATERAL CONNECTION NOTES:
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE
2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE
3, MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2X
(1/4" PER FOOT )
�Q
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
2' MIN
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
FINISHED GROUND
27
x 4
MARKER
PLUG END OF -
MAIN LINE-1T I 1*7 SECTION SERVICE LATERAL
IN LINE WYE-TEE
PLAN
VARIES
Q
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD-33
,• C0MlN DMAl i 3/4• MALE PPE
qi AFRROYFO USUAL
MEM
NO CREATED ITTPNO]
VDOT CLASS 1
5' MIN. RIPRAP
MIN.
6` PIPE 6• 6"
STO
6`
VDOT NO i
NE BEDDING
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL [A
INITIAL BACKFlLL
BEDDING
3 STONE
a
OPIPE *STABLE SOIL ROCK �, I W PIPE
12• * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL FOR ALL
SECTION A -A STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
CONCRETE ENCASEMENT NOT TO scALE THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
LENGTH (VARIES) mm
MATCH EXISTING PROFILE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
EXCEPT MMERE SLOPE OF /I/// 1 °
BANK EXCEEDS 1 TO 1 MAX,
�\ A / M .
( / + UNSTABLE 9" 4 I s" INITIAL BACKFlLL 4 NN T
SOIL MI. MIN. _ MIry MIN SECTION 1-1
" GRANULAR FILL AS #68 STONE
'3:0' MIN. ". •• = APPROVED BY ACSA
ST CK STABLE SOIL OR ROCK'
.!s: ri':(:':.. •: i:'L•' :: :'t:•:i:. NOTE
UNDISTURBED 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
MATERIAL A 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFlLL.
ELEVATION 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
NOTES 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMENT IN THE TRENCH.
WILL BE REQUIRED.
2 WHEN BEDROCK IS ENCOU 5 BELL H
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL
TEE AND PLUGS
VOL.
SIZE
OF
(
CU.YD.
(FEET)
CLLYD.
BEND
L
H
T
L
H
T
90
2.50
2.50
3.01
0.24
4" & 6"
45
221/2
2.00
1.50
225
200
2.60
2.52
0.15
0.10
2.00
225
2.5D
OATS
11 1/4
1.50
2.00
2.50
0.10
90
3.66
3.16
3.21
0.48
8"
45
221/2
2fi6
LOS
2-66
2.16
2.77
2.69
0.26
0.13
3.16
2.91
2.66
0.32
11 1/4
1.66
2.15
2.67
0.13
90
4.83
3.83
3.42
0.83
10" & 12,
45
3.33
3.58
2.95
0.43
3.83
4.00
2.83
0.52
221/2
2.33
2.58
2.Bfi
0.24
11 1/4
1.83
2.33
2.84
OJR
ASTM A36 AND HEX NUT
ASTM ABBE CTYP)
UNDISTURBED EARTH UNDISTURBED
2 - 3/4' DIA SOIL (TYP)
ALL.-THRFAO ROD
WATER MAIN
® Z
VALVE
24`MIN
UNDISTURBED EARTH ELM
A- F "�1 �CIASS A-3 CONCRETE
SECTION
NOTE:
1. ALL RODS AND FASTENERS SWILL BE GIVEN TWO C' TS DF ASPHALTIC PAINT AFTER ASSEMBLY.
2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MAXIMUM
DIMENSION SHOWN.
3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS
LARGER DURING CONSTRUCTION THE COLLIR DIMENSIONS SHALL NCR
NTERm AND COVER EQUALS OR EXCEEDS 3, THE TRENCH SHALL
BE BACKPLLED WITH COMPACTED 21A STONE AND TOPPED WITH IS- OF VDOT CLASS 1 RIPRAP.
ONES SHALL BE DUG OUT IN ALL CASES.
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES
' EASE ACCORDINGLY.
SZE, DEAD ENDS AND AT VALVES.
SEWER
DUCTILE IRON WATER
2. USE 2500 P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
CROSS ANCHOR RESTRAINTS FOR VALVES
TYPICAL STREAM CROSSING
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE It SIZE OF
N.T.S
PIPE INSTALLATION & BEDDING
ALL THRUST BLOCKS.
NTS
FIG. S-7
NTS
FIG. W-2
CONCRETE THRUST BLOCKS
NTS
FIG. W-3
H9, W-M
TD-38
TD-2
TD-3
ro-e
FOR USE ON ATTACHED SRSIE FAMILY
�AL SFAMfES, OR DUAL RF�ENnAL
AND mnwRw CERVIXES.
�r
EMBEDMENT B"MIN
SPRING LINE
OF PIPE
AIMING BACKFlLL SHALL
CONTAIN ROCK MATERIAL
DER THAN 5" IN ANY
:NSION
TIAL BACKFl* LL
"
LIFTS)
THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
BOX
4" DIAMETER BRANCH
AND VALVE --�, -
PLUG
PLACE 5' GALVANIZED " WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
NOTE: HYDRANT MUST BE
`o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT O
TO HIGHWAY DEPARTMENT APPROVAL.
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
FINISHED GRADE � SCOTT R. LINS'i
LENGTH of BRANCH VARIES 0 No. 35791
6' MIN 2' TO 10'
(270j
'° 9/25/20
19"-2z"4
7 CU. FT. ALVE SO o ADJUSTABLE TRAFFIC RATED •i��� l
I I
#68 STONE + VALVE B13X W/ LID S`SIONAL F' O
z U
a
42"MIN _ B" GATE
•".1 VALVE ?
TEEX 8" a
77
2500 P.S.I. CONCRETE- L/:}
BASE AND THRUST "'I •'
BLOCK AGAINST P-71
UNDISTURBED STABLESOIL STEEL PILEWHEN THE SOIL IS DISTURBED OR RESTRAINED JOINT FITTINGS
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE :
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N,T.S.
FIG. W-4
TB-8
FRAME & COVER
(SEE FIG. S--I-D,E)
SLOPED AREA
WATER
- _ -1• J � M.J. GATE VALVE
LINE
Z
Z I
L �„
W
W 1
f
2500 F.B.I.
i
L
CONCRETE'S a 2'X 2' BEARING AREA.
(A
O
THRUST BLOCK , A
v,
a.
J
}F
z
z
e 4
Z
O
a
l
d
BE
F
F
0
O
0 ;
CJ
M
O
U
U E
U
DO
W
J L
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
(A
W
O
LID
Q
Q f
v'
Z
_,
J
W f
o
,a-,
W
m
m
TYPICAL GATE VALVE
(n
Z
..
Q
Q i
NTS
W
FTC. W-5
W
DC
W
a
W f
a L
f
I
TO-9
Ln
Ln
w
W
d
K l
I-
z
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" : 1' MIN
DUAL SERVICE ` J RUBBER COATED STEEL '(
U CAST IRON LID WATER MAIN) STEPS CAST IN PLACE ` •.
r cpNVRESWDN.3p' MKE PIPE cWRUNa N0. fi8 STONE - _ HAUNCHING RESTRAINED JOINT FITTINGS Y 3'-0" MIN /
pR APPRovEo EDuu IV' METER BOX
r TmC x• PRECAST REINFORCED !
BEDDING 6" max /
4" min / 1
mDEFENSE ON-LINE CONCRETE SECTIONS 12 MIN A Al BRANCH ry N N N
FOUNDATION (SHALL BE - n >N O" RING SEALS 4 16" MAX r- F O ECD ll N N
QR REQUIRE WHEN SOIL TYPE B MINIMUM ELEVATION � 12" N
mfl USE ON OETACNED SEIGLE FAMILY CONDITIONS ARE UNSTABLE ( ) ) ) Q � NGO Ln
fl5mmnu $ERNLE xHERE Ax lalwenpx" M N
METES IS NOT PROVIDED. > r1. fff e \ l
ALL PIPE DIFFERENCE ACROSS M.H. 5" 4'-0" N to 03 Ch
��// ry FROM INLET TO OUTLET
`tiff N\I SHALL BE 0.20 FEET. -
9NGLE SERVICE ti DEPTH OF FLOW .
NOTE: etiA: VARIES THREADED COJ AND CONCRETE VARIES C 2"
A seoWED sHAL RE usm w Vvc PIPE. 18:: _ ' BRASS NIPPLE AND PVC FILLETS
PVC SLEEVE CAP CHANNEL T BE
r 0 3/4 DIAMETER OF
FOR
Ww j LUBRICATE ALL THREADS CONTRIBUTING -- ='�--
DwsHmLwpE NOTE �' ..:.... .. .:. :: "..' 6" EXTENSION
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE THRUST BLOCK �° SEWER. r e
Ir-ts METER BOX (SEE FIG. W-7) •`a 12" L9
�EENc METER BACKFILLID ENTIRELY WITH N0. 21A STONE. 6,. A FILLETED INVERT OR A SMOOTH T ' '•e p,10'(E;
i RON 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED PIPE SLOT VALVE TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION
AND LESS COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 (2 PLACES) NO, 57 STONE INLET &OUTLET PIPE SHALL BE BAND
WITH STAINSTEEL ALL CONNECTIONS TO
STONE
'°-1pN'� LDPPDIREREA STONE SHALL BE PROVIDED PROVIDED. MIN. 6" BEDDING EXISTING MANHOLES SHALL
1/8 SEND ccu"a 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
M.J. FITTING 2" PIPE SLOPED NOTE : W/ N0. 68 STONE BE CORED AND A FLEXIBLE
BEDDING OF NO. 68 STONE TO DRAIN IF CONNECTION " BOOT ' M
METER - GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE IN
k-ea%,cd • .
VARIES 2" BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. M
mnPBPAnw ELM'e� .;mac: 1 Maw As VARIES
I w3', ,,.�`,NECESSARY NOTES; 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 0)
T+ s• r-U�,fF
SAND w Dusr uNYa l+:vLA '"rt y.eM +- MANETFA wNx FIVE, Ix• (i) A 1-3J4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUGH READ METERS. 2" THREADED TAP EXTENDED OR NON -EXTENDED BASES. N
IIw AMD sETIEB (x-Nw MO s'rwE POwET CUT AREESAMEI SIZED VALVE PLUG MEAN MmfNm51' q+?�iMPry ;.,, 5,1��',_' sXEGm],N4s]ADERI TYPICAL SEWER PIPE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED
INSIDE AND our. TYPICAL MANHOLE PLAN �
TYPICAL SERVICE LATERAL INSTALLATION INSTALLATION IN TRENCH TYPICAL METER BOXES DEAD END TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN
(5/8" & 1" METERS) (5/8"-1" METERS) (TYPE "A") SHOWING BRANCH TIE-IN o
NTS NTS z
NTS FIG. S-3 NTS TYPICAL BLOW -OFF ASSEMBLY N.T.S N
FIG. W-6A FIG. S-I-A FIG. S-I-B
FIG. w-7
TD-10 TD-34 NTS N
TD-13 FIG. W-8 TD-25
TO-19 TD-27 w Q ILL
a-Y
V1i .AYE AND TOP « NI PAY T 1 r R'TL•L) 0W
`r �Ci�ACT.E•s•° "
P1 LURE
"LIMMI SHALL K CENTERED UNDER AND °JGOTTEN
«ORNTILE mMNME rg".
OYFRM T-0• •T TP) PAYID 9WMR
YOTEKrf2 Mwua rlanc -a• «P
RAYEMMT Iowan ray n T«I COMBINATION UNDERDRAIN LINE AT LOWER END OF CUTS
v XOENT CENTER LINE SECTION M.va LMEs �'•e /
LOBK _ , ........ mtN rrPE ,sEta wrwKl
ws ramn : <:?� ""v s•
yb.A1¢ WRFT pt Bw°
TRENCH PLACEMENT cpu « PAvM` /.r uns rM
4F NOTE Nn 16Mf SE xE ME NOTE WrILT PK Mm""EI w
FmFwEE wt AN ME NOTE \
x a -B' aAss NFETK ee CR UXU AS
e • w.E '� vvfvEnr sr+EAPL M BAu TY « nL E
v.waz Mro.TUL REouRDEn. iwEwTE M EKIREO o o e SUMM /
(m« «PAVED 9YAil4n PLAYS YEETRA IN µ6„.�-6-,}y" a_-
...1. REO}6,4M. so.o.------- -SLUG' NA:CNk TFEIMII �[ ,iYPCkI
PAVED SHOULDER SECTION y.�. .'n] AxREwTE xe K6Nw*E M DRUBS. /
CURB AND CUTTER SECTION
0.AA IFFIK eB CAC"" I£OIMEAfNTS PLAN VIEW.p apTPTILE ON FABRC (PLACEMENT OF CD-1 COMBINATION UNDERDRNN)
OR
�- P•vEFCSSF E 5 .
- eL0614XCE : S LAQAUn 9AMILEO SXBBAR
.T ..e.' FSFLU 14Al. rrPEEOR .1
COVER UFT NOTCH
1212 3/8"
WA"
VARIES
STREET SURFACE OR
NON -PAVED AREA
1'-0" MAX
M]s eF Pm. LlMns OF Pm.
KQ55 RW]E® - ACCESS ROUTEWE
uRAVEo EPKE - uwAvm ae<E (4) 1" (25mm) DIA HOLES J
ON 32 3/4` (834mm) DIA ) J � /'�
O BOLT CIfTFFCLE. (RECESSED FLUSH) V
Y YJ U) J
L"I15 0! Pm. LIYrtS °F PFO. /'� [25mm] V J E55 Po11]F 9I -iRAV : KCE55 ROUTE®
Lu
PEDESTRIAN ACCESS ROUTE DETAIL WITH 4 r P`` I qq (2) CLOSED WE..6
WITHOUT UNPAVED SPACE S r PIgMOL1ES
IDOlilplk RxNr-«-WAY 5IE F rK LWr] 1 1/2 I- ` W
IN ITING BE KCEss.1 Of WWY• BErDM L�x�J > � [3Bmm1 0
ENIEM1M M %MPoSm AUDi R
® RE°.M. Ac¢ss N°uTFE PSC.EC • g w LE "'
NgKTRuciEO sTµ1F. FMl A'L M, ,E:JSTMR
LX CMXECrA W ACCES%E ELF)hN3 «♦ pe Fo4e4 U4o
Ku CAN BE MPROMMD. EN'SAU ME
UEDI BY PORSTRIME.F KC£E] B. 1U µJMwl
a A. « CL+m.MMMUC WDTH svpum BE s. SECTION F-F M Q O O < � �v�/'��
nMar ELM �[ r-B• 4 N'-Zi S f W PICKBARS U \ 1 E 1
u To neon IA lE° Ert�OREaNALm i :::. I«•Em M u,[ sr.aMLw + em°Evlrcom.� uri uu$ LPo"avvESRs wnI'NNG [-1 W (2) CORED
ROUE E RFfOpAaO s• ELBOW PiF
COxNBCrANGLASS
A -1-EE +n REOPERATE w CRIN20 rs REaRm w1N • NN. v LRoss StOPE. - Cn
I PLAss IEIrAO Re aRroAIIM nEar6AExls. o
Wf-I£]S roLREO.TE Rw°EO.wE"raE°F GENERAL NOTES
weMAMr «ELnM rRENEI 1aTH A91C r-O- II••" ' e' N. T 1 1/B` (29mm) OW BOSS 1
« Wiu PLOW mxrLAdf lAaec 1 L�Lss s,£ac.ur wOc.rzO colBlArmx ,199E w.L NDr BE JJ
LOt•rm A] T"S vpYi Wxd A°rx 9LOBµE Nd sL6ERRDE Mf SrMLL®. CC
USED M CON.UXC B F WITH STA•0.N11
LL'] OR GC], iXF CURB FIN£ w iwi 's i
bJIICT M[CAN''ITYRCKL ]. RENW Y,wLL Y FI,LRO ARM MitlEO•R Ntl TEDNWO.pIr MAC 1��� 1° SOENkN PARABOLIC STNpga IS TO R ADJUSTED r0 Wrw ME ' D 1 1 2" O
MRWE COMPACTNESS W:WTASLE CLAW CIXiwlPAl10N. 4a:84eViYe 2% 1I2• OM. r.A I )
L°e[LEIw NON -PERFORATED OUTLET PPE �� ® �___ [ ] L"
COIS, EDrew s. amIIT PIPE wXL REM n TIRE Ena « THE TR•vn LANE P•vEYXr ArD __ __________ _ Y SECTION E-E 81/4- BRV" Y J
S XT BC PE A w • °RATE HE TOM S° HE 9wLLCQ E . L ] Yw I) Y X. COLTER A w
MEw/eLE, OLOE. T zB 1 4` DIA 1 7
PAY WAS +. W CUB MA, CUTTER YCTRLE. WXLRE Ir 5 RP655dL 10 °I�RWEE PROVEN ' i. ' p. ' e' � R' ti. e' W OS le 1pi wNICF ]" • - - B (17B]Em] I- BJ L
cpwEclwx " 1 r� q OJrN'T µTLLLY Cr IWLCIgRMT. 1.1 ME r0 ME L°LAI[° SO AS 1° MAN .10 TOP •\•fi • �• ' e •rii`i^ ryFy,sl r L B7mm] 26` DUE 1 1/2 T
r.p•,IML NINE 6,NI s M M•IAE.Es. " 4 Re^:pgge eb%p%eebe =?%v NARY Al .E.SUU CORE, � RO [6fi0mm] [38MM]
5` ELB]i !. wgpLYL¢YA1E0 SEL rREwN 6 10 Bf UCER pMIRf RµfYFNI MfA 6" M.pf. SAYE T'ff I p2E 21B
ITEvimiL YTTN WTIE1 PR M Le'M `oE PAY ; 1/4" Cfimm) DIA 3 1/B`
I ® PTAN « MKE CHANGE 24" DIA NEOPRENE GASKET rywmm
6. NVERr FL[VAipl •T Ml£i EM « OLiLFI ME TO H • NMIY « r.P ALVE 1]] 4At ROPE "J .'V•'s• L' • ) f /�
X]eT ... « REc6Txc BE RNABE .1M Mel... � � L606mmI � LJ AL
OUTLET PPE L FOR cuRe AND DUTTON wL: y s. N. • e.
]. L«IXLc"'NE mBORS. rAs. E,., wNRA PAr Wrs rM aILI' PRE MLf ro
NO SLME x NkL T,I[IOER Om, -Atlas « Tc MAXI[ ulawc SLEDDED •S Nc amLLT PRL. x . i a x MxwuN xIMEssE x smE •i wxlWu T' ImEnvks O 2BBULLET�.7,./y�1�6" ➢D, 5/6"
W MN Ln
TESTED IDC°W"] To an 0-2.12 AT sl BETILCUON 0LLr Cp1CWfEx1Lr ee?L2e4i?4
B. ltNLtYAf t0 Bf SLCU6Y CO161L° 10 LW -OM OIRN wMN,G[ i a i ] Y MSIWN DEEM= N . rM . A IO M1B, IE AN 1 1 1 L. c.. •.m] I [16mm] [5�mm]
SECTION C-C e X MAI DEMEaE IM sM11.' wiMUM 1O RV. ME SECTION D-D �.II[
Poro IXy ocrr E,R65 STANDARD PAVEMENT EDGEDRAIN ME6C"ro" +`L`""""°I sp "Iw'IM y W' D'A 25' DIA LLI Z
"� STANDARD COMBINATION UNDERDRAIIN RTEEmwE ORME STANDARD ENTRANCE GUTTER L914Tnm] LLI
'+0 (AT LOWER END OF CUTS) R 00 nn ew« NEST I O] CASKET ]
NEE* « z REvroM PATE w WEV vpr mx FRAME SECTION O.D. OF CASKET GROOVE
vwa.• BEPwrxEXr « TRNavMTATw„ REwRDx D•M snEEr 1 «,
IBe.Be ]m DedA vwFNA cePnTYNr M TRNEPoRT.nM. p]]s zB].m SECTION
m- B NOTR WXw A PELESXV KFEES ROME
CR155E5 A CORE, AM ENTRNICE ♦ /1 , l
MURAO srvuBlH
rME « wE
+ ] e- Nw. EA,Er
sucmN RAIL PYc
.Iu
°m
MnOiM YILL N
]p PE, wMN
N W. MMY
MAAJM VC TIC RML M YM I Can Q J CIIII CR AAAJPI WE 11V 11 J (J V I VC LA, LV IV)
LD'�11ETMPET rw.
.( SEEM. OF'I FUT:"""""'"
1.
WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA
`" TM OF °" ` a M E
j } j A7 aSDEM AOMmKH RACE ipNFAEA
W
GENERAL NOTES
OFFICIALS AT THE START OF THE WORK.
N1KC .w 1� �MA �
R KYwA w WRa N ° °N �T
µ YMMWE a,IDWPY EFE COTE 31
I�Po w NMCU
IRSIXER6T
1. NXEc USED M E.J NCT"N .11 STµ.. COJ
ON RE IM STM TO
L
SEEM OF PAYMENT
----- 10-
on iE asl
MG;Uu;CHU .0 uFAC EON
Cues
2.
THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES
( ' "AWL LAME,
_--
MNu MA,wN.
COMBINATION CD-2 ON ELLS
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FOR THE PURPOSE OF IMAGERY COLLECTION.
TER LINE S
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----
3.
THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT.
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THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY.
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4.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
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5.
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
n K E ATE We AMREwr. M ERIRED CD-2 LINDERMAN
PLAN VIEW
ENTRANCE NOTES
BLAME Meaty ee MNSAMN rEaem+la.
6.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
Y° PLF D NON -PERFORATED OUTLET PIPE
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5. WIEN INS ENTRANCE R/OI OMNOT KCOMDwTE NE
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7.
ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL
OR BLEEP nRENAN
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8.
ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
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9.
VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
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10.
TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
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11.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE
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SAFE DRINKING WATER ACT).
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12.
THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY
CO- e ELfl
COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION
R-0 R2E Ip, RIB UAM 6 W. LmM�M MA r"E 4. M R3QELEVAM R'CI"NS. TRENCH E TO BE UNDER ENTIRE COMBAT AMEX
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SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
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13.
THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE
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COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
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STANDARD COMBINATION UNDERDRAIN
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14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE REXWEx E METHOD OF TREATMENT ROAD AND BRUME STANDARDS TD-32
WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. (AT GRADE SAGS AND BRIDGE APPROACHES) px CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) mll wTE
]m YAG AND « IRAIDnmAnw ve.p! STREET
I TERTLExr DR TRAINTERSECTIONS
AND
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15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA.
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SCALE
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SHEETING.
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PROPOSED LANDSCAPING
EASEMENT
i
i
1
All
PLANT SCHEDULE:
Quantity
Latin Name
Common Name
Scheduled Size
20
Acer cam estre'Evel n' *
'Evel n' Hed a Maple- 2.5" cal.
2.5" cal.
11
Acer rubrum 'October Glory'
'October Glory' Red Maple- 3.5" cal.
3.5" cal.
28
Acer saccharum'Green Mountain'
'Green Mountain' Su ar Maple
2.5" cal.
6
Betula ni ra
River Birch- 3.5" cal.
3.5" cal.
2745
Carex stricta
Tussock Sedge
plug 50/flat
3
Celtis occidentalis
Hackber
2.5" cal.
10
Chionanthus vir inic&
Fringe Tree
6-T ht.
31
Cladrastis kentukea
American Yellowwood- 2.5" cal.
2.5" cal.
19
Cornus f orida 'Appalachian Spring'
'Appalachian S rin ' Do wood
6-T ht.
132
Eutrochium dubium'Little Joe'
'Little Joe' P e Weed
1 gal.
21
Hamamelis virginiana
Witch Hazel
6-T ht.
31
Ilex'Ma Nell'
'Mary Nell'Holly
4-5'
2121
Ilex glabra'Shamrock'
'Shamrock' Inkberry
3 gal.
23
Ilex x Wa land'
Oakland Holly
4-5'
49
Itea vir inica'Hen 's Garnet'
'Henry's Garnet' Sweets ire
3 gal.
59
Jasminum nudiflorum
Winter Jasmine
3 gal.
20
Juni erus virginiana
Eastern Redcedar
4-5'
98
Juni erus virginiana 'Emerald Sentinel'
'Emerald Sentinel' Eastern Redcedar
4-5'
41
Li uidambar st raciflua'Rotundiloba'
'Rotundiloba' American Sweet um
2.5" cal.
3
Ma nolia grandiflora'D.D. Blanchard'
'DD Blanchard' Southern Magnolia
4-5'
15
Magnolia randiflora'Little Gem'
'Little Gem' Ma nolia
4-5'
5
Ma nolia stellata 'Royal Star
'Royal Star' Ma nolia
6-T ht.
10
Malus x'Prairifire'
'Prairifire' Craba le
6-T ht.
48
M rica cerifera
Southern Wax Myrtle
4-5' ht.
2367
Packera aurea
Golden ragwort
plug
2071
Panicum vir atum 'Shenandoah'
'Shenandoah' Switch Grass
1 gal.
9
Platanus x acerifolia'Blood ood'
'Blood ood' London Plane Tree
1.5-1.75" cal.
6
Prunus subhirtella 'Autumnalis'
'Autumnalis' Cher
6-7' ht.
3
Quercus bicolor
Swamp White Oak
1.5-1.75" cal.
54
Quercus phellos
Willow Oak
2.5" cal.
3
Quercus shumardii
Shumard Oak
1.5-1.75" cal.
10
Quercus shumardii
Shumard Oak- 3.5" cal.
3.5" cal.
52
Thu'a x'Stee Iechase'
'Steeplechase' Arborvitae
4-5'
7
Uimus americana 'Princeton'
'Princeton' Elm- 3.5" cal.
3.5" cal.
10burnum
8
V x pragense
Prague Viburnum
3 gal.
10
Viburnum x rh ido h Iloides'Alle han '
'Alle han ' Viburnum
3 gal.
* CLADRASTIS KENTUKEA AND ACER CAMPESTRE'EVELYN' PROPOSED AS MEDIUM TREES ALONG
PEDESTRIAN PATHWAYS BASED ON THE FOLLOWING ATTRIBUTES: 40' MIN. HEIGHT REQUIREMENT,
CLEAR PASSAGE BENEATH CANOPY, URBAN TOLERANCE, SUBSTANTIAL AND BROAD CANOPY, AND
EXCEPTIONAL SEASONAL CHARACTERISTICS
CANOPY CALCULATIONS:
NOTES:
I. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE
ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE
HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS
AND TREES SHALL BE PRUNED MINIMALLY AND ONLY
TO SUPPORT THE OVERALL HEALTH OF THE PLANT.
2. REFERENCE VSMP STORMWATER MANAGEMENT PLAN
FOR PLANTINGS ASSOCIATED WITH DRY
SWALE/STORMWATER MANAGEMENT
3. PROPOSED LARGE CANOPY TREES SHALL BE PLANTED A
MINIMUM OF I0'-0" FROM OVERHEAD UTILITY LINES
ALONG ROUTE 20.
Qty
Latin name
Common name
Size
Canopy each sq ft
Total Canopy sq ft
20
Acer ca mpestre 'Evelyn'
Evelyn' Hedge Maple
7-8' ht.
230
4600
11
Acer rubrum 'October Glory'
'October Glory' Red Maple
3.5" cal.
510
5610
26
Acer saccharum 'Green Mountain'
'Green Mountain' Sugar Maple
2.5" cal.
214
5564
6
Betula nigra
River Birch
3.5" cal.
535
3210
3
Celtis occidentalis
Common Hackberry
2.5" cal.
1 572
1716
10
Chionanthus virginicus
Fringe Tree
6-T ht.
125
1250
31
Cladrastis kentukea
American Yellowwood
2.5" cal.
289
8959
19
Cornus florida 'Appalachian Spring'
'Appalachian Spring' Dogwood
6-7' ht.
124
2356
21
Hamamelis virginiana
Witch Hazel
6-T ht.
113
2373
31
Ilex'Mary Nell'
'Mary Nell' Holly
4-5'
44
1364
20
Juniperus virginiana
Eastern Redcedar
4-5'
16
320
98
Juniperus virginiana 'Emerald Sentinel'
'Emerald Sentinel' Eastern Redcedar
4-5'
16
1568
43
Liquidambarstyraciflua'Rotundiloba'
'Rotundiloba' American Sweetgum
2.5" cal.
238
10234
3
Magnolia grandiflora 'D.D. Blanchard'
'DD Blanchard' Southern Magnolia
6' ht.
82
246
15
Magnolia grandiflora 'Little Gem'
'Little Gem' Magnolia
6' ht.
82
1230
5
Magnolia stellata 'Royal Star'
Royal Star' Magnolia
6-7' ht.
49
245
10
Malus x 'Prairifire'
'Prairifire' Crabapple
6-7' ht.
129
1290
9
Platanus x acerifolia 'Bloodgood'
'Bloodgood' London Plane Tree
2.5" cal.
368
3312
6
Prunus subhirtella 'Autumnalis'
Autumnalis' Cherry
6-7' ht.
77
462
3
Quercus bicolor
Swamp White Oak
1.5-1.75" cal.
382
1146
54
Quercus phellos
Willow Oak
2.5" cal.
419
22626
10
Quercus shumardii
Shumard Oak
3.5" cal.
419
4190
3
Quercus shumardii
Shumard Oak
1.5-1.75" cal.
329
987
52
Thuja x'Steeplechase'
'Steeplechase' Arborvitae
4-5'
10
520
7
Ulmus americana 'Princeton'
Princeton' Elm
3.5" cal.
1 5351
3745
TOTAL CANOPY 89123
Construction area = 12.63 acres
Units = 100
Density = 8 units/acre
Minimum tree canopy 20%
Total site area : 12.63 acres
Open space: 3.65 acres
Area requiring tree canopy = 12.63 - 3.65 = 8.98 acres
Tree canopy: 20% x 8.98 acres = 1.8 acres
Total proposed tree canopy = 2.05 acres
LANDSCAPE REQUIREMENTS ALONG STREETS:
Total LF street frontage on Rte. 20 = 655 LF
Required: 1 large street tree 35' O.C. = 17 trees
Total proposed street trees = 17 trees
Total LF street frontage on Rte. 742 = 670 LF
Required: 1 large tree per 50 LF = 13 trees
Total proposed street trees = 17 trees
LANDSCAPE REQUIREMENTS FOR PARKING AREAS:
Total parking spaces = 32
Required: 1 interior tree per 10 spaces = 3
Total proposed interior trees = 3
Total paved parking/circulation area = 10,423 sq ft
Required: 5% of total to be planted = 521 sq ft
Total planted area proposed = 786 sq ft
RECREATION REQUIREMENTS:
REQUIRED AMENITIES:
Required recreation area:
200 sf x 100 units=20,000 sf or .5 acres
- 2 tot lots each to include
• 1 swings - 4 seats
•1 slides
•2 climbers
•1 whirls or buckabouts
•2 benches
-4000 sf of fenced tot lot
-1 half court basketball
PROPOSED AMENITIES:
Active recreation:
-5000 sf tot lot with a total of
• 1 swing - 4 seats
•2 slides
•4 climbers
•1 inclusive orbit- ADA accessible whirl accomodating several childen
•3 benches, 2 picnic benches
-1 half court basketball - 1800 sf
-1 swing - 4 seats
-1 active recreation field- 6500 sf
Total active recreation area = 13,300 sf or .31 acres
Passive recreation:
Greenway park with path- 37,000 sf or .85 acres
Dog Park- 8276 sf or .19 acres
Linear Park with benches- 29,620 or .68 acres �1O Total passive recreation = 74,900 sf or 1.7 acres v
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Cert. No. 0406001256
09/2S/2020 �,I
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SHEET TITLE:
SITE PLANTING
KEY PLAN
DRAWN BY: LMD, JSP
CHECKED BY: JSP
ISSUE HISTORY:
No.
Date
I Description
I
11.13.2019
Counry/ARB Submittal
2
12.23.2019
Coun /ARB Submittal
3
05.29.2020
County/ARB Submittal
REVISION HISTORY:
No.
Date
Description
1
06.22.2020
County/ARB Submittal
1
08.182020
Counry/ARB Submittal
2
0925.2020
Counry/ARB Submittal
SCALE: 1 "=50'-0"
SHEET NUMBER:
L500
LOCATION OF STREET TREES BEHIND
PEDESTRIAN WALK DICTATED BY VDOT 'EMERALD SENTINEL' EASTERN
CLEAR ZONE REQUIREMENTS
REDCEDAR LOCATED IN SINGLE
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Cert. No. 0406001256
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0'cAPE ARG�I��G�
SHEET TITLE:
SITE PLANTING
A10o PLAN:
GREENWAY PARK
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-- ENTRANCE PARK
DRAWN BY: LMD, JSP
CHECKED BY: JSP
ISSUE HISTORY:
No.
Date
Description
1
11.13.2019
County/ARB Submittal
2
1213.2019
Cou /ARB Submittal
3
05.29.2020
County/ARB Submittal
REVISION HISTORY:
No.
IDate
I Description
1
06.22-2020
County/ARB Submittal
1
08.18.2020
County/ARB Submittal
SCALE: 1 "=20'-0"
SHEET NUMBER:
L502
1
1
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3-'DD Blanchard' Southern Magnolia
5-Appalachian Spring' Dogwood I -Fringe Tree
3-0akland Holly
3-'Little Gem' Magnoli -River
5-'Emerald Sentinel' Eastern Redcedar
41
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420ctober Glory' Red Maple- 3.5" cal.
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Cert. No. 0406001256
�� APE ARC 1�
SHEET TITLE:
SITE PLANTING
PLAN: ENTRANCE
PARK AND DOG
PARK
DRAWN BY: LMD, JSP
CHECKED BY: JSP
ISSUE HISTORY:
No.
Date
Description
1
1 1.13.2019
Counry/ARB Submittal
2
12.23.2019
CountyJARIS Submittal
3
05.29.2020
County/ARB Submittal
REVISION HISTORY:
No.
Date I Description
1
06.22.2020 I County/ARB Submittal
1
08.18.2020 Counry/ARB Submittal
SCALE: 1 "=20'-0"
SHEET NUMBER:
L503