HomeMy WebLinkAboutSDP201900068 Plan - Revision Final Site Plan and Comps. 2020-10-13GENERAL 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, PG421)
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.
VARIAT70N #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 RESIDENTIAL DWELLING UNITS. 100 UNITS
MINIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 10,000 SF
MAXIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 60,000 SF
OPEN SPACE.•
PARKS: MINIMUM AREA REQUIRED FOR PARKS WITHIN DEVELOPMENT = 3.28 ACRES (25.29)
PARKS AND ACT7VE/PASSIVE RECREA77ONAL 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): 0.183 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 J (COMMUNITY PARK): 1.00 ACRES
TOTAL PARK AREA PROVIDED: 3.663 ACRES (28.2% 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:
RESIDEN7AL:
FRONT: 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE)
SIDE: 5' SETBACK (MIN. 10' BUILDING SEPARATION) & 8' CORNER LOT SETBACK
REAR: 10' MINIMUM
NON-RESIDEN7AL:
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
TORO & SURVEY:
THE BOUNDARY LINE AND PARCEL INFORMATION WAS PROVIDED BY ROUDABUSH, GALE AND
ASSOCIATES IN MAY OF 2018. THE TOPOGRAPHY INFORMAT70N 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. INFORMATI0N 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 RESIDEN7AL 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 SECT70N 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 WITH THE ALBEMARLE COUNTY WATER PROTECTION
ORDINANCE.
WETLANDS/STREAMS:
THERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY.
FLOODPLAIN.
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 ADDI7ONAL INFORMA7ION 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
FINAL SITE PLAN
SDP2019mOOO68
SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIF
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STORMWATER MANAGEMENT AN UNDERGROUND DETENT70N FACILITY IS PROPOSED WITH THE
DEVELOPMENT TO ACCOMMODATE THE WATER QUAN77TY
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.
RECREAT70N AREA: SEE OPEN SPACE INFORMATION ABOVE.
IMPERVIOUS AREAS:
ROADS 2.03 ac.
SIDEWALKS 0.86 ac.
BUILDINGS 2.66 ac.
DRIVEWAYS 0.75 cc.
TOTAL 6.30 AC (50Z IMPERVIOUS AREA)
PROPOSED USES:
LOTS: 5.40 ac.-41.59
ROADS (R/W): 3.95 ac.-30.3%
OPEN SPACE: 3.67 ac. -28.2%
OFFSITE EASEMEN T.•
OFFSITE EASEMENTS ARE REQUIRED FOR SANITARY SEWER
CONNECT70N AND ROADWAY CONSTRUCTION. SEE EXISTING
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.
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
12
DRAINAGE MAP
13
DRAINAGE CALCULATIONS
14
DRAINAGE CALCULATIONS
15
RECREATION AREA AMENITIES & DETAILS
L5.0
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
20
TOTAL NUMBER OF SHEETS
LEGEND
ROADS
EXIS77NG CULVERT •,•_••,
EARTH DITCH
a
0
CULVERT
CULVERT
QDRIVEWAY
DROP INLET &STRUCTURE NO. �
BENCH MARK
CURB
CLEARING LIMITS
a
CURB & GUTTER - - - -
-
PROPOSED PAVEMENT
EC-3A DITCH
DEPTH OF EC-3A DITCH
EC-2 DITCH
DEPTH OF £C-2 DITCH
zoo EXIS77NG CONTOUR
zoo PROPOSED CONTOUR
240.55 VDOT STANDARD STOP SIGN
PROPOSED SPOT ELEVA 77ON
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.
Lic. No. 035791
10/09/20
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JOB NO.
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ATTACHMENT 10
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income) would he $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
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No.
035791
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Original Proffers ZMA2013-00017
would be $787 (50% median income.)
been satisfied.
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09/25/20�4
Amendment YES
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 County's
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
($13,913.18) 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 no 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
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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
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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
Fanners Home Administration, or Housing and Urban Development, Section 8,
first (the "Affordable Tenn ".) The Owner Affordable
this proffer. The annual adjustment shall be made by multiplying the proffered cash
for the by fraction, the be
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to
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Model District (NMD)
whichever comes of each
contribution amount preceding year a numerator of which shall
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
Albemarle County Office Housing its designee. The Owner
3. Over Lot Gradinz. The
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Pursuant to Section 33.22 the Albemarle County Zoning Ordinance, the Owner hereby
the of or shall provide
owner shall submit an over -lot grading plan (hereinafter the
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the Countyor its designee 180 days to identify and pre -qualify an eligible
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"Plan") meeting the requirements of this ara a h 3 with the application for each
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voluntarilyproffers the conditions listed below which shall be applied to the Pro
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purchaser for the Affordable Housing Units. The 180- day nod shall commence
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subdivision phase of thisparagraph 3 with the 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 shag
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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
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be approved b the County Engineer prior to approval of an Erosion and Sediment Control
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as conclusively evidenced by the signature(s) below.
certification of occupancy. If the County or its designee does not provide a
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plan. No building permit shall be issued for an 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 sales
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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.
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 (PITI). 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 1A. 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 Tenn, 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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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
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
land drainage a.
By:
NOW BE IT RESOLVED that, upon consideration of the Memorandum prepared in
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conjunction with the special exception request and the attachments thereto, including staff s
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g. All drainage from streets shall be carried across lots in a storm sewer to a point beyond
building
supporting analysis, and all of the factors relevant to the special exceptions in Albemarle County
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the rear of the 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
steeper that ten (10) percent adjacent possible entrances dwellings that will not
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in conjunction with ZMA201300017 Spring Hill Village, subject to the condition attached
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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
i. Any requirement of this proffer may be waived by submitting a request for special
is it include
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Date: Aoe Jy T Z T z d z
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exception with the over -lot grading plan. If such a request made, shall a
justification for the request containing a valid professional seal from a Professional
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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
I, 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 voteZ
Q
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.
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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
Ave �'_Ul
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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-Kirtley
completed and approved by VDOT and the County prior to the first certificate of occupancy
Ms. Mallek Y
W
for any structure on the Property, and the improvements along Route 20 must have been (i)
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approved and bonded prior to the first certificate of occupancy, and (ii) completed and
approved by VDOT and the County to the 30th certificate of occupancy. As part of this
Ms. McKeel Y _
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prior
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
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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.
Cl/
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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- \\ \\ �T0REMAIN I I I/ -- EXISTING UTILITY POLES EXISTING MANAGED $� - // EXISTING \ D.8.53z8,PG.7o6 1
g \ I \ _---_____ ----- --- --, y' ----k_ \� EXISTING VAR. WIDTH PUBLIC
I a v s. v v v v A I I - _ TO BE REMOVED SLOPES(TYP.) - -;'1)' UTILITY POLES - GRAPHIC SCALE
v v I \ V A V / _ _ _ /0P v A DRAINAGE EASEMENT
/ = VDH. \ I / ------ _ / 71 v' �----,-' _, TO,REMAIN ` D.B. z8, PG. 06 so a 2s so 10o zoo
GRAVEL ---- V �- ---- \\ MON. � \ EXISTING I I I I / EXISTING EDGE OF _- 009 LIMITS OF PAVEMENT -- _ / - I 53 7
�a----- 42ELM45 -__ _ I \ROADSIDE DITCH I I I I / 'PAVEMENT--095-'' \-'�_ -Y / \1/ -L--t� -\ \ 1
DRIVE ssess 4sELM ASPHA A roximaleL \ I I I / REPLACEMENT/ _ - , I 1
sse.z4 DRIVE VaPubiiPcservice psari. I I \\ \ \I II 1 I I --,/ o¢' /'---- PAVEMENT OVERLAY FOR ------ --—''---' --EXISTINGDRAINAGE 1 / - -_-_ - \ S 11
INV IN±550.14 - - - PIS/ \ ` I --- I -+--I\ _ __-- 1_ / SOUTHBOUND LANE - \
` \ I \ - ---- -_ ____ __= 25'BSL Y' REMOVED \ ) + awt& \O.ROUSEN 105E
-- _ IF .\ / \ I 1 _�--� ------ __ --__-- _ FLero9U - \STA'Fp 105 ( IN FEET )
15'CMP - _ - \ oeEo6ry / t I \ \ �� /_ �__-__ �- � - _r _ - 3:340
IIvvIN_ -----� �6E—r.------ --- - e2ans-=------- -1-----1----\ \- \ --- EtE / \ - - -. 9gf���.JJ�I I X 1 inch = 50 ft.
'>� 55$. 8 -aE6i wz \\ - �• .Pole �_ ,____\____�____ ___ _ ________ __ _ __ _ __ Pnw+e_-_-_____ _r_____- ___ _______- ________�- _______f __sec.&Phone E`98�B2334.6$3�
I>� \C 'Iroie I � ON y E
Ow 1=-_> .-_- _ 55&0a \ - ---- r Poie - 0 17 \ \y E 527. TO BE REMOVED G �'
'° 15"CM ° ° - - —_- -ro-y - - sso� - I / Yi \ 8�% /Y S33'3 '20"W 2w�, 6I IF,,F \ , i -_-7 -' +o"T�nnc on - I-----n- s,+a= i --- w -
51 N
\\ /e - -- - _LL \ \- \ <{± ,+ - -- _. - _ _ " MP ifs o �I� I -- c-- ' =�, z`__- v
\ \ MAILBOX _ ' - \\ _ _ 9 ^i�'_ �� - - .. sea- _ ---_ ��Y/"^ _ '�--- - - _ --_ __
DEBRIS ---_ �_ ' _ \
_ \ 0 1 �- - I- ]+t-.: (_. ) _ - / L522.58 - -_-- ____� W
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ro6ry A a 1 ( _� < �-
INV IN � \ \ 1 1 .�._.� H CPATZ_ _ __ _ _ __
____ _
O� 5527 \ MAILBOX - _ TOP _ _- -_--- __--__
\ sly ° --- \ U.S. RT 20 HWPBS1CP 3541LLE ROAD SS M - --- --I
lV OUT±S i Fmm '-i / Hr r MAILBOX � 04" KAAILB X <` /- '` _ _ /- a.o2 _ _-__ _�orlE0 -
JLLOF KRIS m \ x -- oe EXISTING /' -- - ___-- - -----s3o---- - _ _ - ---
INV-- - 9 r -7�` _ `-(n _� ~-OVESTEAD �„5 f _-- [�AILB03C- -- ---------MAILBOX /_. - _ _----
/_
' FULL OFD RIS WABLR °ze Tam--� o------ Tv _ ro-ry -ssa LINES OBE Pole° ph%" /(- - _--- - - ----_ _- - _—______________ \`-- -
- - _ ___ -__t
m m _ono _ __ - / _-INV IN rj7 _--- \ _ TdA1LBOX-- _-- - _-__ _ - __
1-Y
_____.�_____ _i____ ° / / -- 527.60 7 ' -- • '�r, N UUT-----_--_ '
° e r ---- \, -RELOCATED__°'-__ --- C P 32
T P 90 2 E I S ° o , - )H. —m ate — �-- — --- '- sz .71 -----� VOUr -> --------------------
I I , -p v v� v A aF /VDH Aproxl---- •----�� I,� - _
E DIE LEE D I I_ 7 A I, "- \ EXISLANES ' ` - - _ _ nt _ _
° 0 \\ \ \ MON. t<O Public Service Es t ` Aprox. 10 VEPCO Esmt. VDH. / '---- - - --- -- '`\
, EXISTING DRAINAGE' =sza--_
MI LEEB ST J G TING��" _ TO REMAIN \ �\ \\ \\ ' \ D. B.221 P_305 \ v D. B.462 P.116 MOy. I - - \� _ _ \\
1D , /; ---I \m ,, \ ' 2 D.B.288P.80 I EXISTING DRAINAGE --STRUCTURETOBE \
I LIFE STA E I JERRYLEEAND m� P9O-2'I / T 90-21F �I gI l` \\ I \\ \.� "\\ TMP90-21H \,\� 'LIMITSOFPAVEMENT I STRUCTURES AND ___TMP-90-21H''"o.-�- �_.__________________ / --'_-- -
' D.B. 3716 P. 243 I,,,aI I STE HEN B. HE RY / a ' ��� \ I \ _ ! v /' REPLACEMENT FOR �\ CULVERTS TO BE DOROTHY B. HUNT �, u- _EMOVED�`-- _---- _ '
' DE ° WI T R. AND EV \ MP 90-19 \ \ DOROTHY B. HUNT _ '� < o/' R _ _ _
I D.B. 325 P. 367 PLAT I It�� , D. .2816 P. 7 -� .I .''e`\- I I , \ \ S� / NEW DRAINAGE PIPE REMOVED D.B. 3289 P. 68, 71 PLAT Iooa \ @ _ _ _________________ _ _____�
ZONE: RURAL B. 3767 P. 332 D.B. 3 6, 3 P T-/ + IFFLETT JULIAN P. BATTEN, JRI \ \ D.B. 3289 P. 68, 71 PLAT �\ �\ / 3
1 �, ! CROSSING 'I m o _-_-____ �o-�_
- I I ,, D.B. 13D50 1717 22Q 227 PLA1f , D.B. 150 P.7226,-227_PL_AT mi ° D.B. 1717 P. 31 I z� \ - _ _ -
D.B 325 P. 367 PEA I a I I ZONE' L D.B. 19 P. 718,720 P AT I - ._., A"` 33 I \ _-- -szo-_ _ _
sy� p '
.I \\17 - __
,5 - - NE: RURAL _ , vv vv ' ''mst / m A
N i � I ! I o D.B. 1350 P. 226, 227 PLAT - ,n \ \
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182157
SCALE
III _501
SHEET NO.
2
0
I
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I
I
,
I
,
I
I
TMP 90-26
STEVEN LEVINE AND
SHAWNNA PLEDGER
D.B.2197 P.388
D.B. 1658 P. 588, 590 PLAT
u p
^�^/^/ LANDSCAPED:
��Apnox Location BUFFERAREA
OPEN SPACE C �!' 20 Va telephone
& Tele wh,0ompeny
El D/-'�'-^1 (0.54 ACRES)" Esmt ge14 R279
--
TMP 90-33 / ^ / xigTeoaw
PORCH PORCH
JEANNETTE D. SMITH - ' �' =ORC Poam LOT
PoaN LOT
LOT
D.B. 4254, PG.118 / - \\ \ \\ LOT LOT L 0 29
i
/ �6� 32 31
OT
`\ \\
;'BLOCK E x
Aprox. Location / �. 5 P�Q i'" 1.27 AC
k7 20' Va Telephone
i
k Telegraph ComppanyLOT 36
Es'e 8.B.424 P.279 // �/ i -
i
RDF
A
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N DRIVE -
- PERCH LOT PORN PORN 3 PORCH `\ \\ p
° \
LOT LOT LOT 42 AM 41 40 39
- NI 'AREA#5 'i„ z - O
_ i
���- ^ ENTRA CF, PARK 1 QP 4Y` pS r
CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, t'v
VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY O f�
DISCREPANCIES.
CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY
SCOTT R. LINS7
ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. O I—
(i REPRESENTS ONE PROPOSED PARKING SPACE. U Ll No. 035791,E
OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". ° 10/09/20�
ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 8 00o LBS.
O
5, .�
CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING �SSIONAL 'F1
ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT
CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE.
SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS.
CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB.
VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR.
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.
ALL SFA (TOWNHOUSE) UNITS SHALL HAVE A MINIMUM OF A (1) CAR GARAGE. THE MINIMUM SIZE OF Ln Ln
THE GARAGE SHALL BE 12 X zo .
Sill ' = �Rs�° e �< ALL RETAINING WALLS GREATER THAN 3 FEET N HEIGHT REQUIRE A SEPARATE BUILDING PERMIT z z
iz L I '
w / `" z' WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS
r •/ �� _ YP.) SYSTEM. L
--SIN`F/ ,' — ---`\ / LOT 13. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1,1985 MUST HAVE AN ASBESTOS SURVEY I
11
D.B. 102 P.
D.B. 657 P.
p SPACE D!
2 L PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE �,/w� -
/ `DAUPHIN DRIVE — / I REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS YJ L
i
/� r PROPosEoyAg. WIDTHPUeucsTREET a ` LOT I FOR DEMOLITION PROJECTS. p
� 3.�9 AC LOT I 14. ALL PRIVATE ROADS, STREETS, AND ALLEYS SHALL BE OWNED AND MAINTAINED BY THE 0
/ h LOT \ I AMENITY �5 L F HOMEOWNERS ASSOCIATION. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF
O u m
f T ` 4 r z ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE PRIVATE STREETS, ROADS, AND ALLEYS m �
DOG PARK LOT w WITHIN THE NEIGHBORHOOD. u# Ln
43 �° EEJANDSGAPING PEA �4 �� OPEN SPACE B I� Q
u
it
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EDDI 27 D
IMINNI L. EST
LIFE E T E
'B. 2 8 P.453
P. 264 T
I
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F
I I '
II,
I/
1'
LA D CAPED LOT FOR DE OF L I
R_ a 3YQ L
1 ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE
�' 44 LOTP ti V o 'A I-�w (0.09 ACRES) S O F-
o' 8U F R AREA vv .\\
/ \\ DOG PARK LOT w w I EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE z
45 \ 23 FIN ALBEMARLE COUNTY SERVICE AUTHORITY. > ..
BHT OF WAY-D,,EDICATION j LOT LOT LOT A - - — w I 16. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE REQUIRED WOf
i
FOR ROUTE 742 IMPROVEMENTS ��'� LOT — - ��- PROFFERS ON SHEET lA. [
li 46 47 48 t I ',Qa '
/ 49 LOT > M �ottr I 17 EACH LOT SHALL BE SERVICED BY PUBLIC WATER AND PUBLIC SEWER AS SHOWN ON SHEETS 6 &7
I BLOCK G OPEN PACE I - 0 1 a N L
1.47 AC _ (o.n ACRES) 22 a cg 1 18. DECKS MAY PROJECT NOT MORE THAN FOUR (4) FEET INTO ANY REQUIRED YARD, PROVIDED THAT NO
\\\ \ \� LOT K od, v e� SUCH FEATURE SHALL BE LOCATED CLOSER THAN SIX (6) FEET TO ANY LOT LINE. z z L
PEN SPACE
AEs) _ _ - _ _I 1 r to NN�� I 19. ALL PRIVATE YARD DRAINS SHALL HAVE A lo' PRIVATE DRAINAGE EASEMENT. O O I
a F
--- - LOT* fig. zo. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE w w [
__ - - [C I I --
„i COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER THE FIXTURE SHALL BE PROTECTED
'= BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR
1
MENITY AREA:#3
HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS
! AAF, --, I w.=u `� I !
GREENWAVPARK S AC6xi6' L ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC
�6
SEE LANDSCAPING PLAN �' = \ I PoacX 1 PORCN I PoacH Poaa
= . \vv fi v P °� DLor vI FOR DESIGN OF GREENWAV ARK `�� 1 PORCH
"oLOT Lor LOT* GAR�F i� SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE.
P� \ \ LOT
54
li I
I `tl' I li LOT TM� J r
LOT
\ rrfi' 1 p'm1N.
OT L
59
L
LOT
—LOYOLA WAY
Y _ PROPOET 41
EASEMENT
P
s LOT A "`I
` Y AW �- � PRIVATE STREET EASEMENT '
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.
I LOT
LOYOL LICSTREET
� - PROPOSED 49 PUB ,_;
r
,
— — �
RECORDATION INFORMATION:
1
63
�.
r LOT onR F
THE SUBDIVISION PLAT FOR THE PROJECT IS
reP1
15
RECORDED IN DEED BOOK 5382, PG. 138-192.
Lor
ALL ACSA UTILITY EASEMENTS AS SHOWN HAVE BEEN
PLATED WITH THE SUBDIVISION PLAT.
II - - '• / / .P,e \ F/eIF/e 13 p -—--—--—--—--—--—--—--—--—--—--—_-—--—--—------—--—------—-- — --
LOT LOT__
LDT
I LOT
6.- LOT 1 80 82 Sz 83 I E iz
4 c; �° 79Av L NOTE: THE WATER AND SANITARY SEWER DESIGN FOR
THIS PROJECT IS CURRENTLY UNDER REVIEW AND
LOT ' __J :I Le cu-_._ .6O APPROVAL BY 111IJ
-- / � LOT
LOT =xxi°MIN : --
L—___ AUTHORT—YAS ART�
78
LOT OF THE ROAD AND UTILITY
al
I 31 �, � a PLANS FOR THE DEVELOPMENT - SUB 2oi ooi
9- 8. 5
TMP 90-35 THE INFORMATION SHOWN ON THESE (2) UTILITY
DUANFF ANn ROWFNA M. SNOW
I 66 76 F.P.3'P.792 PLANS IS CONSISTENT WITH THE ROAD AND UTILITY
Ur-
- cE/v D.B657 P. 234 PLAT
V 3 I PLANS FOR THE PROJECT.
_ - LOT
...... ........
L1
II I OPEN SPACE) [ all
I w Lor a ) NOTE: THE PROPOSED PUBLIC AND PRIVATE ROADS
LOT B OCK D 0 6 F -- AND THE ROUTE 20 IMPROVEMENTS ARE PART OFT E
II I LOT - E/PE/P GARAGE 75 ---- Z o o � 011� 90-35V H
I,. L
es I 6 AC----------
TMPJSPRING HILL ROAD PLANS - SUB 2oi9-ooi58. THESE
RONAYNE LLC
TMP 9027B 1 - F/CF/C , ; Irve, I .. a'I II - ti Na D.B. 4719P 402 ROADS AND IMPROVEMENTS WILL BE REVIEWED AND
VEN W. AND BETTY C. JOHNSON it - x.=o M,N. LOT AMENITY AREA#1: �� �� " LOT GAR GE I Q\0 e� D.B. 4473 P. 48 PLAT
D.B. 1026 P. 715 jI waAGE 4B' COMMUNITY, D.B.440 P.198 PLAT APPROVED WITH THESE ROAD PLANS. THE
D.B. 629 P. 616 PLAT it LOT ITMP1 R/WIRAN I 74 SEE LANDSCAPE PLAN FOR DESIGN j 5 m m, ~ ~ p'I�
69 OF THE COMMUNITY PARK II. ,I; 9, LOT r I oe° INFORMATION IS SHOWN IN THIS SITE PLAN FOR
I� I+iITY 4 * �as REFERENCE AND IS CONSISTENT WITH THE ROAD
PLANS.
u 1. � LOT � ;% 4 I 'LOT r ; 6/ -alc
73 1 J )p
LOT
II 70
LOT c"ry ae
p'
2 CM w
° I
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LOT
2
-
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OPEN SPACE E
'I LOT `.
LOT
(0.02 ACRES)
tI Vk
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2
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s�
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_____ �
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TMP 90-27
I
1 , -- _—___—_�_—
'-
3
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" "
BERWYN LANE
-
_
- 1�
_ _—_
�
o
qi a BERWYN LANE
_
~ \
----
�+ PROPOSED
VAR. WIDTH PRIVATE STREET
EASEMENT
�
w PROPOSED VAR. WIDTH
F
LOT 1A
ROGER^
SCHICKEDANTZ
I
I ., .., -.. .. ,.,
¢
-1
_
-..,
r
EASEMENT -
PRIVATE STREET,, �
U,
D.S.1244 P. 461
❑
,
D. 629 P. 616 PLAT
_
_
_-
J
_
D.B. 530 P. 164 PLAT
L_J L-J L_J J_J J-J
L_J L_J L_J L- '
L-
J_J L_J J_J
Q�oJ
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LOT LOT LOT LOT $T LOT
LOT LOT LOT LOT LOT
LOT
LOT LOT
LOT LOT
/
TMP90-27
T
I I 84 85 g7 9
JI 9° 9i 92 93 94
1 g5 96
97
99 100
'
%� BLOCK
OPENSPAC A
GRAPHIC SCALE
LOT to
i
- --- ---- ---
_ __ __
J
�/ 0.56 AC
1
(0.06 ACRES)
--
ROGER SCHICKEDANTZ
i
_
_
_
1
50 0 25 50 100
D.B. 1244 P. 461
O.B. 629 P. 616 PLAT
I
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/
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D.8.530P.164PI-AT
1 —_-�-- ----
I AMENITY AREA #2'
- --
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-
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t
i WEAR PAR K
OPEN SPACE F
FORROUTE 20 IMPROVEMENTS
i SEE LANDSCAPE PLAN
(063ACRES) ---
--
I I
',I
( IN FEET )
j FOR DESIGN OF THE LINEAR PARK _
- _ -- "
--------
_____ ____ _____
r--- ---- --
---__.
BENCH MARK IS
_
CHARLOTTESVILLE GIS
I inch = 50 R
'Y3 MAILBOX
MAILBB D D 0 —
--� — SIGN —MAILBOX
a�
I TMP 21E TM 90-21D H
LOT I
EDDI ILLEAND JE RV LEE AND
D.B.MIN 6 P BEST LI E ESTATE D ORAH B. BE TM 904115
D.B. 18 . 243 D..3767 P.332 g)
I D.B. 3 7 PLA I D. LAT I S HEN B. HENR Mpg -21F
D.8 3386 P. 287 , LOT
O.B 338 P. 36, 37 LAT WIL D R. AND
D B 1 34HP 718, 72
i I I I I
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-
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51GF8 DISTANCE=6fi5'
--
"
U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH) 4-
----__
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HWPB.1 PG.354
SIGHTDI6TANCE=666 _------�
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TMP 91 1.
TTE , J
D8JUL17 7 BATTEN,JR
D.B. 1717 P 33
\
D.B. 1350 P. PLOT
DOROTHY
TMP 9021H---
\ DOROTHV
\'
B HUNT
B HUM
i
k
I
D.B. 3289 P. 68.71 PLAT
D.B. 1717 P.31
\ \\ \
D.B. 3289 P. 68, 71 PLAT
- D.B. 1717 P.31
--�-_�
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D.B. 1350 P. 226, 227 PLAT
D.B. 1350 P. 226,227 PLAT
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JOB NO.
182157
SCALE
III _ 301
SHEET NO.
3
LOT
NUMBER
LOT AREA ($F)
BUILDABLEAREA
(SF)
LOT
NUMBER
LOT AREA (SF)
BUIDABLEAREA
(SF)
1
2,296
1,525
51
1,858
1,528
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
---
1,835
7
1,402
1,101
57
1,935
1,604
8
1,104
864
58
1,920
1,590
9
1,089
949
59
1,934
1,612
10
1,838
1,169
60
2,775
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
1 3,327
14
1,061
821
64
4,483
3,191
15
2,024
1,186
65
3,501
2,825
16
2,075
1,249
66
3,230
2,545
17
1,319
1,040
67
3,681
2,491
18
1,055
832
68
3,673
2,478
19
1,319
1,040
69
3,102
2,408
20
1,055
832
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
2,647
24
1,445
1,040
74
3,112
2,632
25
1,156
832
75
4,987
3,837
26
1,156
832
76
4,984
3,898
27
1445
1040
77
3 2%
2,815
28
1987
1,170
78
3 319
2,837
29
2,107
1,371
79
4,484
3,493
30
1,700
1,356
80
1 4,489
3,426
31
1,739
1,408
81
3,187
2,697
32
1,794
1,462
82
3,197
2,725
33
2,663
1 1,799
83
4,445
2,993
34
2,793
1,882
84
2,007
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 1,194
38
2,944
1,979
-
1,496
1,196
39
2,947
2,081
89
1,979
1,293
40
1,743
1,412
90
1,969
1,275
41
1,709
1,379
91
1,201
967
42
2,190
1 1,498
92
1,202
962
43
4,726
1 3,606
93
1504
1204
44
3,259
2,781
94
1976
1281
45
4,649
3,538
95
1,980
1,278
46
3,744
2,755
96
1,510
11210
47
3,093
2,613
97
1,209
969
48
3,117
2,636
98
1,210
970
3,656
2,694
99
1,514
1,214
k49
50
2,523
1,717
100
1,954
1,282
I I - - IVI. / J /'a! yo'xao no s1, .� RC -1,, \ 7 11 w R n LT 7 SCALE
7 L�
i I - - PROPOSED 22 II I yo'zy6` PORCH PORCH PORCH PORCH \�L^ \ \ nll Y - .1J I lr1�Ar 111C SCALE'
-� - - - HVAC UNIT (TYP.) a2 ,aXy6' II yoxye eoRa LOT LOT LOT LOT I1j11 LOT* ' FRCiNT ¢1P 30 0 5 ao eo I zo
` yoxycH \ PORCN I PORCH LQT 1 0 PROPOSED 6' ; p 18 SETBL9
PROPOSED SEGMENTED RETAINING WALL 6 \ pOR LOT L0) 5 52 5 5 PLANTING STRIP \ o r �, ,
oxy _ 5400 � � I' \ 'I\ II o I LOT GARAGE ,��i
w/HANDRAILS - SEE GRADING SHEETS FOR s k0 / \ yORCH LOT 6D I ao �\ \ + NI b o
FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) xy6 P 56 °ol 55 TCILIN A-S ES EET51 17 IN') w N• +o ( IN FEET )
I ` .''. - �- �'� \ °° 1 " I �� \ I zz'xza'MIN - N 1 inch = 30 ft.
+I L
of I 49 yaxy6 PORCH LOT x >I SPEED LIMIT SIGN ( NO PARKING
Lu OPEN SPACE H PORCH c nl PROPOSED VAR. WIDTH LANDSCAPE _-I I I NO PARKING \
OT 8 v I SIGN (TYP) �\ 1 P SIGN (TYP)
I_ AND MAINTENANCE EASEMENT I 1 ED o II
(0.83 ACRES) o� R\ m I I 5 45 LOT16 N
I m � r \ LOT � 59 \ \ `n I II _ STREET PT:1 +zo. II �� I ROPOSED GUARDRAIL
Lu r \ � kC�NT J�4CKU SIGN YP \ STOP SIGN (TYP.) L
Z I 60 " m - Z Z z8' (T )\ U \ IMITS OF PUBLIC ROAD R/W I PROPOSED 8' WIDTH
Lu ti r �� s \ x ��\ �aa\ o _ ° _ vv --- ANDSCAPINGAND
LOT p\ \ "o. og\ 23' 41 19 1I MAINTENANCE EASEMENT
l7 F\ \ %� M 26' \ I
a� rr 61 r�\\ i a a + \\ j o
�\\,- ,' PROPOSED PC: 1 + 66 LL 1 + o `^ TRANSITION FROM CG-6 CURB
C 1+ 0 16+oo 5 49 V 7 5 +
v\ r:, 5 5 ,---- 30' LOYOLA W Y
CG-6 (TYP) - L TO ROLL -FACE CURBING
o rr �5+00 - - - PROPOSED STOP y _J� 3 ' PRIVATE STR�E I
Q I Lxy rr LOT \\� �� 14 5 - Y - 512'R 1 +oo _ I
J rr 62 d ` ` +F= QL. %I BAR (TYP.) 16+50 \ 7 EASEMENT CG-POTYP)
L n °9, ' i +oo --OPUBLICSTREET I I ) ° Cq 1 4' 42'
_ S
tik 00 STREET SIGN (TYP) -
\ LOT >\• L / ; 3z' + ': PROPOSED WALL MAINTENANCE EASEMENT
ti 3z' - N --- ,a DB. 82, PG.1 8-1 2
_ I I CG-1z (TYP.) I: ; I LOT GAR GE I' S3 3 9
I 63 �O8 y� 1 ' 4 6.. 9- - 18' : ICLFL: I I I (TY J
(PROPOSED 3' DECORATIVE WALL �JQ \'' o / _z?� STOP SIGN (TYP. I b o 15 lz'xzo Mw. ~ o
(NOTE: WALLS 3' IN HEIGHT OR LESS DO ` r' 1�x5 z1 (TYR} ) ? s L 0 PROPOSED 8' WIDTH
j ) 'ti . • a:_ kI' N > i i z1 r PT:16 �o.SLgQT 66' dll .� PC. ANDSCAPING AND
NOT REQUIRE RETAINING WALL PLANS
r \ o- < > I 14+03.7o MAINTENANCE EASEMENT
I PROPOSED S7► a * N
? r z 6' LANDSCAPE AND 3 m II I E/P E/P 1LF L TMP 90-35
HVAC UNIT TYP. PROPOSED 6' PROPOSED 6' z 30' PRIVATE
I (TYP.) e MAINTENANCE EASEMENT I
i H PLANTING jy' / ( �� F PLANTING STRIP DB. 8 PG.1 °1 I j of LOT 66 181 I 1 I ALLEY EASEMENT DUANE E. AND ROWENA M. SNO
\ 53 3 o m DB. 82 PG.1 8-1 z D.B. 702 P. 792
6' LANDSCAPE AND ` \ xoo 'o �� c9p9 PROPOSED 5' m LQ LOT z j �3 * L MILL) ,, } p 53 3 9 - - - D.B. 657 P. 234 PLAT
y� c F/C F/C NOTE: RETAINING WALLS SHALL
MAINTENANCE EASEMENT +� q F CONCRETE SIDEWALK $2 w 66'
�. m II / DB.5382, P 6-1 `J' \� '?, i' o'1i�J \ LOT LOT 83 I I NELOT j V J1REQUIRE BUILDING PERMITSLOT V ' ? 6'LANDSCAPEAND +NO PARKING: Ui LQT 80 81 MAINTENANCE EASEMENT ; J + 1
64 SIGN (TYP) T DB. 8z PG.1 8-1 2 I N L Q + PROPOSED PROPOSED SEGMENTED RETAINING WALLS
/ 0 79 53 3 _9 I 66' F_ N HVACUNIT(TYPJ
ry 1 11 7 LOT w/HANDRAILS -SEE GRADING SHEETS FOR
_PROPOSED VAR. WIDTH I
ANDSCAPING AND _ _ I I NO PARKING N PT: 14+61.31 FINAL WALL HEIGHTS AND DIMENSIONS (TYP.)
LOT r' 1 MAINTENANCE EASEMENT J SIGN (TYP) 111 n I 1
i ry 11 j / 00
LOT mP:) xh , s- -------- ----- 42,
^� I zz'xzo'MIN. ry /. cy 78
3z, 1 32' _ - " --- 66' TRANSITION FROM ROLL -FACE
65 s 6 W
�o9cF ' ti 3 - J 5'SIDE_S_ETBACK CURBING TOCG-6CURB AT
o./J Li 10' WALL MAINTENANOT i / PROPOSED DRAINAGE INLET IN THIS LOCATION
CE EASEMENT : 2i �, L
1 _(6' MIN. TRANSITION LENGTH)
j 10 PG 8 1g2 / 77 SOP z HVAC UNIT (TYP) - _ - o o LQT GARAGE N I o
j 5 - / PROPOSED6' S� '7ti ' x NI 10 �) + SIGHTDISTANCE=17o'
1..�r :::� / 6 N l9 zz'xzo MIN. 11 ri.
__ -
• nci / . J - - I- L I
LOT / PLANTING STRIP LOT o �' _ � / w - � NO PARKING NOTE: RETAINING WALLS SHALL REQUIRE
1 I /1 r _ w e`
66 M . ° 76 r PROPOSED _-� h� 1jo Dl LQT 6811 SIGN (TYP) BUILDING PERMITS. ALL PROPOSED
o1 r 3 i SWM FACILITY, / -_ _ v 9 L 11 DIAMOND PRO COLOR"JAMESRIVER"
RETAINING WALLS SHALL BE ANCHOR
I ry h/ VAR. WIDTH LANDSCAPE � � , J y I
j I g8' AND MAINTENANCE EASEMENT V i '.: `= - --.-4- -°-, In �I LOT 69
1 s' PROPOSED \� D$ 382, P-1g2 ' / r' m I �o ROPOSED GUARDRAIL
NOTE: RETAINING WALLS SHALL PROPOSED 5' I� 1
NOTE: PROPOSED HVAC UNITS SHALL BE m I LOT N CONCRETE SIDE WALK s j F FT \ ST / REQUIRE BUILDING PERMITS �✓ PROPOSEDCONCRETE SIDEWALK. o I 30'I
III 7 e �._� y r + I °I LOT * 70 1 °
n TOT LOT AREA rvl m n ROLL -FACE CURBING - - ___
SIMILENCLOAR TOSED ITHE 6 FENCOEOADLONG THE °I� )C,t PROPOSED SEGMENTED RETAINING WALL''
ITH A 4 PC: 11+6
4 57 _� .17,�- wl HANDRAILS -SEE GRADING SHEETS FOR SEE SHEET 15 PROPOSED 6' // d 7 L `F N1 FOR DRIVEWAY ACCESS --
SOUTHERN PROPERTY LINE. N I FINAL WALL HEIGHTS AND DIMENSIONS (TYP.)
lO I PROPOSED VAR. WIDTH LANDSCAPE I ` PLANTING STRIP / 71 r ;14
o I - AND MAINTENANCE EASEMENT // W I I LQT w PROPOSED
m tn� 1 n - i'll % 1 I _10_' '. I
LOT ^' B OCK D _,-. . �' / 6 L C0 I CG-2.(TYP)
M wl LOT Z I 7S PROPOSED .16 AC SIGHT ° a 10 I > oNo ----- �z ------
TMP 90-276 ��I 68 F/C FC �ryP�e 97 j SEEESHO ETRSA COURT PORT DISTANCE EASEMENT /2� z oI N ------ ----- o 200
STEVEN W. AND BETTY C. JOHNSON ¢ / rv) zz'xzo'MIN. LOT Y1 AMENITY AREA #1: OPEN SPACE J ti� a �I F 00 I/ o
D.B. 1026 P. 715 I LOT 97UANAGE - 4 w rrvn COMMUNITY PARK ( ) i /a M 5 GAR GE '> N °I N
D.B. 629 P. 616 PLAT I Q izxm MIN. m_ R1.. W j 74 Hl EE LANDSCAPE PLAN FOR DESIGN 1.00 ACRES GAZEBO = Q i 0 LOT (TY ) F ; TRANSITION FROM ROLL -FACE
M U /
zz'xzo'IMI I -- ------
J �-- N 0 97 Inl OF THE COMMUNITY PARK II ?, I CURBING TO CG-6 CURB AT -
0 69 w m +° - AND SHEET 15 FOR DESIGN OF 91 LOT 74 F
PROPOSED 6' WOODEN PRIVACY FENCE TO BE F N wl 1 I T DRAINAGE INLET IN THIS LOCATION
n + FIRE PIT
CONSTRUCTED ALONG THE PROPERTY LINE - 1 Z t NI I ' RECREATIONAL AMENITIES I(Y 4 �C L 2 (6' MIN. TRANSITION LENGTH)
nt ACTIVE RECREATIONAL AREA I 5"
SEE DETAIL ON SHEET 10 I I gT O LOT of I. GRASS ATHLETE FIELD PC 18+33,45 75' B/0-B/ PROPOSED
wI I I ry PROPOSED � 1 - i .LQT � 1 -
10
I `r 73 I m CG-6 (TYP) 01 F _.y 3* I I HVAC UNIT (TYP.)
LOT 1 PROPOSED LOCATION OF MAILBOX KIOSK r - + °
^ I 70 rm I 98 j FOR CENTRAL MAILBOX LOCATION STREET NO PARKING m 1 LOT
76' > O I
PROPOSED SIGN TYP rv°I
PROPOSED 6' (
zo' LANDSCAPING AND �_ -' I LOT i SIGN (TYP)
- - - ---- NO PARKING HVAC UNIT (TYP.) ! 2 I
- - =_- - -- MAINTENANCE EASEMENT TO BE j I 97, � I STREET CONCRETE SIDEWALK I/ I zz'zzo LIN. A LEY
PROVIDED FOR PERIMETER -- + II SIGN (TYP) 72 SIGN (TYP) PROPOSED PROPOSED ��' ' AS ME T
LANDSCAPING BUFFER STOP o T PROPOSED 5' a1 CG-6 (TYP) CG-12 (TYP.) 79
SIGN (TYP ' SPEED LIMIT SIG LOT TRANSITION FROM CG-6 CURB
D6.5382, PG.138-192 I- I LOT CONCRETE SIDEWALK m
5' LANDSCAPING j 1 L b of rn m PCC: a8+ ° 1 L n TO ROLL -FACE CURBING
IMITS OF PUBLIC ROAD R/W AND MAINTENANCE EASEMENT I I 7 PROPOSED m dtilti w o° j 82•Sj
DB.5382, PG.138-192 I I CG-12 (TYPJ 86' F + 4 5 _ _ 0
/ * / �D �-�--------
OPEN SPACE G ��� PT:1 +8z. 0 5
1 I �� --- _ --- U LANDSCAPE AND g' . F i6 Q w / U ~ H STOP OPEN SPACE E
(0.10 ACRES) 7 11 -- - MAINTENANCE EASEMENT (TYP.) Yp,) 50 > w <ae: a SIGN (TYP.) (0.02 ACRES) . - N ■
.i - I ------ D8,5_382 PG.138-192 avi^ o SPEED LIMITS(
-''10+ o a 11+ o U PROPOSED SIGHTDISTANCE zZ a/ I a SIGN
PROPOSED VDOT STD. BARRICADE 10+00 5 011+00 5 1z7VAC 2+50 5 13+00---- 13+50 w 14_001 14+50 0
+ w Ii UNIT (TYP.) 15+00 a 15+So-+-I - -- BERWYN LANE N - e o- N N a Q�z _
PROPOSED o �N a n u STOP -- - PROPOSED GUARDRAIL
j HVAC UNIT (TYP.) w " IVATE STREET EASEMENT SIGN (TYP.) I w °,> F w
1 1 ♦ a Q NO PARKING
9 w } SIGN (TYP)
zT 16' 16' 20' zo_ _ _ �_ 26' 16' 06 zo 26' 26' zo' -6' 16' 20' 26' *� I-
- -- - _ - - - T. ° - �0 P i (YP.) Q BERWYN LANE
G LANDSCAPE AND F PROPOSED 13' Z 6' PROPOSED 5' i6' Z 13 16 NO PARKING ~ RC'Z m
MAINTENANCE EASEMENT (TYP.) ETBAC - CG-1z (TYP.) I - (TYP.} " (TYP.) CONCRETE SIDEWALK (TYP.) ' (TYP } (TYP:) SIGN (TYP) '1' 9x4p8 STREET IDEASEME TTE
D6.538z, PG.138-1 j Z Z _ 9 DB.5382, PG.138- 92
PROPOSED 5' u -SPEED LIMIT SIGN w - w - PROPOSED �f PROPOSED LIMITS OF PUBLIC ROAD R/W
J L J L J J L J L J I 2o' LANDSCAPING
CONCRETE SIDEWALK- - L J L L ' L J T L L a L -1 L_ � * (TYP.) y , I / ------ --- STREET _ _ _ _ _ PROPOSED6' AND MAINTENANCE EASEMENT -
o _ - o > o HVAC UNIT TYP. - CG-6 (TYP)
a �� - - CONCRETE SIDEWALK
* ^ ' " D I p L i -- I TO BE PROVIDED FOR PERIMETER
�C Rn v * F� U * SIGN (TYP)
": H In ¢ 1 1 ° g+B6 P I LANDSCAPING BUFFER
LOT LOT LOT 11 m LOT 54 0 PROPOSED DB.5382, PG.138-192
LOT LOT LOT ��I� OT LOT LOT LOT LOT w LOT LOT LOT LOT LOT 1 0
84 8 86 88 89 90 91 92 94 I W 98 r o CG-1z (TYP.)
6 100 ry NOTE: SPRING HILL HOA SHALL MAINTAIN EXTEND CG-7 CURB THROUGH
TMP 90-27 5 87 6 LANDSCAPEAN., 1 93 _ 95 9 97 99 SIGHT BLOCK A
F THE 8' ASPHALT SHARED USE PATH AS ,---INTERSECTION A
LOT 1A j MAINTENANCE EASEMENT(TYPJ j WALL MAINTENANCE EASEMENT /C DISTANCE EASEMENT PART OF LANDSCAPING PERMIT EXISTING PAVEMENT
•:
ROGER SCHICKEDANTZ - ------ -- 0�5� } �'l- ----- 10' RSET C- ---- }-- ---- ti DB.538a,PG.138-1g2 N _ - - - - - THJ�GPA TIE
0 56 AC WITH V
D.B. 1244 P. 461 i 16' 16' zo' zo' z ' 16' 16' zo' a 26 - 2 zo' ° . 16' 16'' Zo' 3' o. R /W PROPOSED 5'
D.B. 629 P. 616 PLAT y CONCRETE SIDEWALK \ \
2 / 1 PROPOSED 10' LANDSCAPING
AND MAINTENANCE EASEMENT
• 6' LANDSCAPE AND _: Y ". .-° I I _/ 1 �
D.B. 530 P. 164 PLAT - I SPEED LIMIT SIGN
NOTE: SPRING HILL HOA SHALL MAINTAIN MAINTENANCE EASEMENT (TYP.) NOTE: SPEED LIMIT SIGNS WILL BE PROPOSED 6' / I I ROPOSED PUBLIC ROAD R/VV TIE-IN CG-7 CURB TO EXISTING
THE 8' ASPHALT SHARED USE PATH AS DB.5382, PG.138-192 ( TRANSITION FROM CURB - MATCH EXISTING GRADE
OPEN SPACE F PROPOSED
PART OF THE LANDSCAPING PERMIT REQUIRED TO BE INSTALLED UPON PLANTING STRIP o
- - nl CG-7CURBTOCG-6CUR6 OPEN SPAC
REVIEW DURING CONSTRUCTION ACCESS EASEMENT
PROPOSED :: (0.63 ACRES - . PROPOSED o 1 I o6.,, PG - 0.06 ACRES
j L L - - - - _ ) - - BYVDOTTRAFFICENGINEERING CG-6(TYP) II STREET SIGN (TYP)-- -- ------__--__ __1 ( ) BENCH MARK IS
I SWM FACILITY - - - _ " -}�- - - PROPOSED PROPOSED 8' ASPHALT CHARLOTTESVILLE GIS
-1\ - - - - -
- - �- - -CG-1z (TYP.). SHARED USE PATH _ _ E
PROPOSED - - - - - - - - _ - STATION 10I5
PROPOSED 8' ASPHALT 1.35 AC PLANTING STRIP
\ \ % _ - - - - - - - - - _ - - N 3882993.340
SHARED USE PATH STOP SIGN (TYP.)
-- -_ _ ----------- -- 1482334.683
ELEVATION
EVATION527
..muimlr�zrtnuJmmll/lI/17l!// -.,... _ _ db1�
PROPosED _ _zo'---------------------
' ---- ACCESS EASEMENT PROPOSED + �
PROPOSED CG 7(TYP) _
--- ----------------- CLEARZONE `' -_ - � -
_
--------- -- DB.� PG._
CG-1z -
CLEARZONE (TYP.) -
PROPOSEDSTOPBAR (TYP.) i PROPOSED /�
- -----_
PROPOSED
-
--------
CG-3 (TYP.)
U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH) ~
XISTINGPROPERTYBOUNDARY♦
CG-12 (TYP.)
---D-IS
----------------
TA_SIGH-----___
MAILBOX
❑ - - - - -
,.� HWPB.1 PG.354 .,�
- -_
--
MAILB X
NOTE: SEE ROAD PLANS
- VARIABLE WIDTH RIGHT OF WAY _ _ _~
--------
NOTE: AREATO BE DEDICATED
�
D ,.'
oSIGN ❑
FOR DESIGN OF ROUTE 20
MAILBOX
TO BE DEDICATED FOR THE
TO VDOT WITH A FINAL y
____
C
IMPROVEMENTS AND
PROPOSED ROUTE 20 IMPROVEMENTS
SUBDIVISION PLAT -------- - ---
❑ --
-
ENTRANCE DESIGN INV INS
TOTAL AREA =o.o7ACRE5.
MAILBOX
Lic. No. 035791,E
10/09/20 11`J
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I I NOTE: PROPOSED HVAC UNITS SHALL BE
\ ENCLOSED WITH A WOODEN FENCE ETIE-IN PROPOSED
Lic. No. 035791,E
10/09/20 lll`
\ SIMILAR TO THE 6' ENCEALONGTHE, / H EXISTING
\ SOUTHERN PROPERTY LINE. CUURBRBA AT ENTRANCE
VARIABLE
\ -
WIDTH
/ TO BE DED CAT DRIGHT
THE OWAY J�
I I PROPOSED1o'ASPHALT OPEN SPACE C PROPOSED ROUTE
I \ SHARED USE PATH ' ., 742 IMPROVEMENTS
I \ (0.54 ACRES) TOTAL AREA =0.1z3ACRES. m In
DB.5382, PG.138-192 Z Z F
Lu L `
zo'LANDSCAPING g
\\ / LANDSCAPED AND MAINTENANCE EASEMENT O O
TO BE PROVIDED FOR PERIMETER
/ PROPOSED SEGMENTED RETAINING WALLS 3 / / BUFFER AREA NOTE: RETAINING WALLS SHALL REQUIRE
LANDSCAPING BUFFERz z
NOTE: SPRING HILL HOA SHALL MAINTAIN w/ HANDRAILS - SEE GRADING SHEETS FOR PROPOSED 382, PG.138-192 BUILDING PERMITS. ALL PROPOSED rrAA >
THE io' ASPHALT SHARED USE PATH AS FINAL WALL HEIGHTS AND DIMENSIONS (TYP.), / / HVAC UNIT (TYP.) RETAINING WALLS SHALL BE ANCHOR V/ o o
I PART OF THE LANDSCAPING PERMIT / / / DIAMOND PRO COLOR "JAMES RIVER" Z p ¢ i
/ 6'LANDSCAPINGAND _ _ � �
I I / MAINTENANCEEASEMENT --22''2z' z8 r O - ¢ ¢ '
- �,� / i / / / / 26 / / /-18- lorREAR".oETBAZP. io'xi6' I � � w w F
O D6.538z, PG. 8- soxz6 PROPOSED SEGMENTED RETAINING WALLS I COU Ca m E
I w m ¢ ¢ . PROPOSED 6' w/ HANDRAILS - SEE GRADING SHEETS FOR Lu w
PLANTING STRIP / / zoxi6 PORCH z ¢ w w -
/ / / /29 ioxa6 PORCH PORCH PORCH -i LOT FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) I � p F o 0
I I I / / / / / /1 \ \ \ PORCH -----I LOT LOT III I > w L
TMP 90-33 y LOT 2
I JEANNETTE D. SMITH // i i ' LOT I1p 9 oc w w F
I N I > Ce
Ce
D.B. 4254, PG.118 �Q / /
' g \ 32 WALL MAINTENANCE EASEMENT WI t/�vv °O� DB.5382, PG.13 -192 1PROPOSED (z) PARK / '� �� e ao 131
r #
BENCHES
WITHIN AMENITY AREA oN v�E LOCATEDje��� / / /vy �' o �C� LOT v \V --I I O O i
FOR FUTURE BUS STOP / �� '� , '' / / % +6 \ e° LOT 34 \ \ NO PARKING
LOCK E ,y/'i >' 'Qo��� 35 \\� \ \ \ SIGN (TYP) en o s
/ S� rJO�/' / /PROPOSED 1.2 7 AC LOT 9' - - o LIMITS OF 30' PRIVATE
i 6 \ _ z' $ o ACCESS EASEMENT FOR ALLEY
P - HVAC UNIT (TYP.) �' o 3 53 3 9
I i PROPOSED S' y9 s o' 6 DB. 8z PG.1 1 z
-,
CONCRETE SIDEWALK i _ ' \ e° � s � '� Ql' \ • ° ' , �'_ ,. ,° � � I I
� _ - zi �' , • ., , •:: �
q FN NOTE: ARE' BE DEDICATED VDOT / / -20, 2: zz' 6 d
WITH A FINAL SUBDIVISION PLAT s' °" _ ___��\ \\ 1Qo�C� 3 �°% �'� �:
_ +oo m 12+50 TMP 9 35A1
R�V \ / / Yi zo'xi6' PROPOSED 6' N _" 1,2 "' - ANG HOLDI GS, LLC
�. /- -. - '� / io'xi6' io'xz6' LOT �" , ` U1�%.0 n �_ gym. - I
- zo'xi6' �_ \ PLANTING STRIP' to A G D.B. 1026 . 715
�OPORCH \ � \ �. i r y - _�'� -. � � I
---- PORCH - v 3 \ R �m n D.B. 657 P. 2 4 PLAT
LOT LOT LOT a \ v od �� 2
/ LOT PROPOSED 5 k o m o 0 0 0 0
/ \ / y / AREA #5 42 41 p 39 \\ \\CONCRETE SIDEWALK �f yy+5 ° I w C C C C
SIGN (TYP.) AMENITY
ENTRANCE PARK 4 \ i ` E� ro o PROPOSED GUARDRAIL ¢ °�° ry N o
y ' NO PARKING I NI I< i o I- I I _ I \n- \ \' � xo°, ,�C�`z � _ ro I .� o 0 0 0 .�
/ PROPOSED � � w yy JP d - TRANSITION FROM CG-6 CURB
ICG-1z(TYP.) > / SIGN (TYP) j I 0 ^ --I il� i - \O� �ati9 r�J---------�6- a TO ROLL -FACE CURBING
Ez
o
fox PROPOSED 6'I Obi ? , tiP6v NO PARKING SIGN (TYP.)
PROPOSED 6' PLANTING STRIP % • s ---- _ m; 1z' t�Q i ��pR' S3 LOT
° --- V wPIANTINGSTRIP 00 rv'' SPEED LIMIT SIGN I
EXISTING PROPERTY BOUNDARY PROPOSED - TYp•) • STOP \ \ �ih / 28 L I
s -
/ L9
CG-6 (TYP) z9' + zz, 2' - SIGN (TYPJ AC \s o o Q PROPOSED 6'' 1 d L T r o
PROPOSED ✓ 2,yx .,'. _. - 10 x� SIDEWALK Cn
oo ?y r 1 O W 6.z6' PRIVATE SIDEWALK 7-
CG-6 (TYP) PROPOSED 5' �7 I W e ACCESS & MAINTENANCE EASEMENT I�
,\ I
% ON E SIDEWALK . L t r
11+ PARKING C CRET _ ro DB. 8z PG.1 8-1 z
P
/ so �AUP - i 53 3 9
1z+oo OPEN SPACED
STREET � � MN � � SIGN (TYP) I LOT r a -' '1 � " I I I M
�+ - . - OPEN SPACE B
+ v LL so (0.183ACRES) 'I N I�° (0.09 ACRES) N
i51GN(TYP) `�d' � DRIVE --e- - 12+ STREET � I * '' � 'Ln
/ r VAR, WIDTH PUBLIC STREET N a OC
N SIGN (TYP) B LI:I�K C 26 L W
/ PROPOSED PUBLIC R/W g F e a\ PROPOSED '1 r' I u I 1~ a
Z3x' .JJ AC ! 0 LOT ¢I 'I Q �
i SFT q \F oo CG-1z (TYP.) m l i u
/ y! C•k 1' T AMENITY AREA #fl - _ 25 Lii
LOT - 3z' 3z' o
' PROPOSED PAVED TURN LANE / /q'i r 4 lz' 4 L
/ - ` DOG PARK d N
/ ALONG AVON STREET EXTENDED \ a °
SEE LANDSCAPING PiLA e 8 LOT z O
43 �Q Q z O r°
PROPOSED 10' ASPHALT (TYP.) NO PARKING p \ `\ �� \FOR DESIGN OF! � N N � ROLL -FACE CURBING CA
" ry \ \ 1 24 FOR DRIVEWAY ACCESS N
SHARED USE PATH / h LOT + SIGN (TYP) \� DOG pK I
" V �� �x 7 I PROPOSED N W
PROPOSED ASPHALT DSCAPED 44 z `v , I (TYP.)
/ Lq \ \ so HVAC UNIT TYP.
EDGE OF PAVEMENT Q a GLAND AND \ \ PROPOSED 6' LOT
BUFFER AREA °� LOT / PROPOSED 6' 7 > i--i
MAINTENANCE EASEMENT \ \ \� I � TRANSITION FROM ROLL -FACE Q
PLANTING STRIP a' ~ DB,538z PG.138-1yZ \ \ d PLANTING STRIP 23 n'' CURBING TO CG-6 CURB AT
' 45 / \`\\ o- PROPOSED 5' L I V
PROPOSED 5' \\ \ �A CONCRETE 5' SIDE SETBACK J 6RMIN. TRANSITION LENGTH)
CONCRETE SIDEWALK \ - - J J
/ PROPOSED RFq LOT LOT LOT OPENS ACE I \\\\ SIDEWALK ---- } J
RS ,! f !I LOT Im ,.\ O� 1 I� --- �\ I oI WALL MAINTENANCE EASEMENT >
/ HVAC UNIT (TYP.) FT 46 $ P° \� o DB. 8z PG.1 8-1 z
j \ e / 47 4 0.21 ACRES x ¢ 53 3 g
/ PROPOSED 6' WOODEN PRIVACY FENCE TO BE �3y C of of 49 ( ) °\ \<y� 0 5 m N
' BLOCK Ci �/� O1I\.\ \ \\�\ o O PROPOSED LOT F I N. SIGHT DISTANCE=i7o' I Z
CONSTRUCTED ALONG THE PROPERTY LINE rn o ■ w
' SEE DETAIL ON SHEET 10 / WALL MAINTENANCE EASEMENT PROPOSED ° PROPOSED SEGMENTED RETAINING WALL \ \ � 'CG-6 (TYP) 22 , n 1 w ~ Q
1.47 AC / DB'�538z,�PG. HVAC UNIT (TYP.) w/ HANDRAILS - SEE GRADING SHEETS FOR \ �\ L9 ---
J
FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) \\ \�; 9 10' REA SETB�cC I, 30' PRIVATE
zo'LANDSC
AND MAINTENANCE EASE
TO BE PROVIDED FOR PERIM
LANDSCAPING B
DB.5382, PG.138-
I
t I
IAREA RESERVED FOR FUTURE
COMMUNITY GARDEN, IF DESIRED
NOTE: RETAINING WALLS SHALL REQUIRE
BUILDING PERMITS. ALL PROPOSED
RETAINING WALLS SHALL BE ANCHOR
DIAMOND PRO COLOR "JAMES RIVER"
I
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VAR. W 1o' ACCESS & \ �8 LL STREET EASEMENT
LOT Q
\ l DB. 8z PG.1 8-1 z
_ WIDTH MAINTENANCE EASEMENT_ _ _ _ _ _ _ _ � ' \\ \ \a \\ 53 3 9
DB. 8z PG.1 -1 �3&
--- ------ -- - --- SIGHT \ 21 I J
SWM EASEMENT 53 3 9- DISTANCE EASEMENT p PROPOSED I W
�061-uti. :: DB; '8z i 3z' - z-i_ - 38 \ 2
: 53.. - - _ -- _ 538z,PG.138-1 \ HVAC (TYP.) Q
APING I PROPOSED 8' LANDSCAPE \m 0 O LOT*
MENT � I p I'.SWM.: y� - - - ---- - � \ \ \ x o T TYP.
Y : - - - - - - - - AND MAINTENANCE 8_ \ N°, s _ nI
zz \ \o 0 20 + PROPOSED SEGMENTED RETAINING WALLS O
ETER ACILIT_ - - - - - EASEMENT zz'T�EZCK
- \ \ ^0 T ry J
UFFER i - Zz'_ _ _ __-A _I c Iw/HANDRAILS-SEE GRADING SHEETS FORU10' ACCESS & Z\\ 01 z PROPOSED 5' ASPHALT PATHWAYJ,[-, EA \\ ry LOT io of - '; FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) I J Q
9 I 6'7�6,
CCr�FF �� ---- 10II PORCH I PORCHMAINTENANCEN Fla I H� J
-PORCH PORCH adxl6' idxi6' SEMENT o \\
_ - - ioxi6' 153$z, PG.138 iy\\ \ 19 L I I 1 I LJJ
/ PROPOSED 22I \ CQ A
�' 22 --- 5 A I� �II I] GRAPHIC SC LE H
- HVAC UNIT TYP. s6 LOT LOT LOT 1\\ I NwP 1 * SETBr6 m 'il I ao 0 15 ao 60
(TYP.) ,oa 1 I ioxi6 PORCH � \ mll LOT 'FRONT �
PORCN 1 11 PORCH OT LOT 1 5p PROPOSED 6' ; o-II 18 .I 11
ul
PROPOSED SEGMENTED RETAINING WALL d 6' pOR LOT LOT cn 5 52 5 PLANTING STRIP \. I I o r .I 1 I�
xs -N I �� \ \ I of LOT GARAGE !il
w HANDRAILS - SEE GRADING SHEETS FOR Ito e R LOT 56 55 54TC I LIN A S E S EET 4 I `o \ NI 1 w 1 ° I 0 IN FEET LJJ
/ O CH m (TY .) ¢' ry I o ( )
FINAL WALL HEIGHTS AND DIMENSIONS (TYP_.) dxy6 % iz'xzo' MIN. m 1 inch = 30 It
• Xy6' 'pRCN LOT vl I I \\pl I, SPEED LIMIT SIGN NO PARKING I Z w
w 49 \ CN P P ; A I PROPOSED VAR. WIDTH LANDSCAPE _ _I I NO PARKING 4 I
I LL OPEN SPACE H \ POR OT 8 \ \ 1 D it 1 , SIGN (TYP)
I I ml AND MAINTENANCE EASEMENT I SIGN (TYP) F I\ col LOT 16
(0.83 ACRES) y�x _ \ rn , \I Z - I s 45 ry
m PT:1 +zo. \ Z
I w � I i \ \ LOT 59 \\ � \ II � I-- � ONT ETB CK °_ STREET II � \ STOP SIGN (TYP.) � I ) 1 PROPOSED GUARDRAIL ("{
60 - zz' z8' SIGN (TYP)\ \ L
LL i v s o z 4 \ \\ IMITS OF PUBLIC ROAD R/W PROPOSED 8' IDTH I LL
' i LOT d O\ °- o\ `_ - 2 r 13' 3. 9 I
l7 z \ 4 1 MAINTENANCE EASEMENT w
I: z. 61 \ J`VA i \,, - _ _ - - + 4 .0 -','.. A. 1I, °, I 1 L V )
C P ¢ I j ���\ r . ; ' dr PROPOSED 1S4-5o 16+0o PG 15+yg.6 vL _ - LDYOLAW IY17+5o + TRANSITION FROM CG-6 CURB I J Q
o 1 +oo CG-6 (TYP)_ - - -
9C \ r • 3° +_ _ _ N TO ROLL -FACE CURBING
�¢\ 5- - PROPOSED STOP v _ _ _ J 3o' PRIVATE STR�ET C�
z �xry LOT _ems - 5iz'R B 16+ o -. 17+00 I
¢ f + o Y AR (TYP.) _ 5 EASEMENT I PROPOSED 0 O
i' 62 \� i4OL WA ty CG-z(TYP)
r •-
08' ` 2 +oo -�- L�PUBLIC STREE T SIG - - - - - - - - N
!r2' t
O
4' sr
y4� °+° PROPOSED STREE N(TYP) -9 WALL MAINTENANCE EASEMENT
LOT . ; ,,. • ' 3z' �, I •,
'3v 3z'-? CG-1z (TYP.) I r DB.5382' PG.138-192
u
i • ✓ ' - - I LOT GAR GE
63 Zoe ,0 1 3- __ 1g I ° )
(PROPOSED 3' DECORATIVE WALL yQ o / 2z - o b 1 15 0
.STOP SIGN (TYP.) �
z'xzo' MIN.
NOTE: WALLS YIN HEIGHT OR LESS DO j! y3x5 21_ (TYP.) I L o PROPOSED 8' WIDTH15
NOT REQUIRE RETAINING WALL PLANS x c - I I 5 66, LANDSCAPING AND LLJ
"
_ z' 0 rp r PG1+o 0
` a� � � � 4�, D � LOT I i �
io I 4 3.7 MAINTENANCE EASEMENT
I I PROPOSED S _ i -' a 1 I *� 1 N J
& LANDSCAPE AND m J I ' I E/P :E/P I - - 1Lt L TMP 90-35
I HVAC UNIT TYP. PROPOSED 6' PROPOSED 6' z o' PRIVATE
( ) MAINTENANCE EASEMENT 3 DUANE E. AND ROWENA M. SNOW
PLANTING STRIP Q I LOT 66 I ALLEY EASEMENT
HPLAN�iSTRIP i / P 3�"' \ C DB.538 PG.13 o m * i$1 DB.538z, PG.138-1gz
- ----�---------- o o z ' j �1 D.B. 702 P. 792
c 0, N 13 L MIN.) D.B. 657 P. 234 PLAT
6' LANDSCAPE AND \ x° °O i �� r yP9 PROPOSED 5' LOT LOT �, F/C F/C I b NOTE: RETAINING WALLS SHALL - - - - - - - - -
o1 + �q c CONCRETE SIDEWALK ao
of I MAINTENANCE EASEMENT \ ✓ F LOT 82 83 I 01 66 W REQUIRE BUILDING PERMITS
m I I DB. 8z P 8-1 �' \ LOT ry LOT _ •,
53 v '2 6'LANDSCAPEAND ° J LOT I } 0 C
NO PARKING'. �' LOT 80 81 MAINTENANCE EASEMENT I + o j 12 L °
f 64 SIGN (TYP) 10 \\ DB,538z pG.138-1gz I , Q + PROPOSED PROPOSED SEGMENTED RETAINING WALLS
�* 1. - 66' .+ HVAC UNIT (TYP.)
w
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JOB NO.
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SCALE
1" _ 3O1
SHEET NO.
5
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INTEN C EM T i!
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_!� LOT 53 LOT 52� LOT 513LOT 50;� �I )�� ! !
_ PROPO NIDSCAEE 3 % r
I - VAR. WIDTH PR T LOT 54 18 Lj
' DRAINAGE EASEMENT
I r n o. ;I
D6.5382, PG.138-1g2 / - LOT 5 LOT 55 0 LOT
,�PRIV�ATE- LOT 57 o!Pt�M TE ATC ! LIN - SE !SH T �! ��� / ��
SWM \ ,DRAI GE SEM Al A E E 17 {
I
i & FACILITY EASEMENT
LOT L h I
DB.5382, PG.138-192 / \ VAR. WIDTH ACSA,
- V V `r OT 60 UTILITY EASEMENT (T)P.) 16
\ B.5 8 1 - {
io' PRI ATE I r -
DRAIN GE EASEMENT I { A ��rV �� ��� .� ! ! -I- -
DB.5382, PG.138-19z io' IVAT,E-
I {DRAINAGE EASEM T 61
{ DB.5382PG.138 1 \\ `
MH z> ° _ 111 + " - O8OG V 8"x8"TEE 1
LOT 5 �15 So° L O
5 i v 62 VAR. ID T PRIVA 1� 9 _ o oo
Q i i DRAIN A EASEMEN r_ Ar 14 5° 82 - oo _
DB:5: , 138-192 / -----
I r \` koo _
LOT '� 14�� 20'P
�`I 63 „ / DRAI�AGE EA MENT
r �. _ B .53 2, PG.13 1gz o
j 6' LANDSCA IE PROPOSED 8 CL. - - 10 I �, �5
5z D. I. WATERLINE j o I+ b r
MAIN I ENA fsjvIEN = :` ti xh _-_ PROPOSED WATER i q ° PROPOSED FIRE HYDRANT
i { DB.5382, P� 1 \ \ „i _ E AN L0T
PROPOS D 8"IN\-LINE G.V. \ - 6' L SNDSCAPE ANDL (TYP.) OP ED VAR IDTH j \ +' I I 14 ASSEMBLY WITH 8"x6," TEE III
' LANDS iAP D I I I' I �
rr / �a MAINTE ANCE E EM Nf I
io' PRIVATE I r r _ / / �� v` / s MAI TEN CE EAS AMEN AND I I i,` r LLr
DDRAINAGE B 538z PG 3gE EASEMENT I = --' --- " o j PROPOSED FIRE HYDRANT B. 8z, PG.g2 DB.I 38 NPG.138E gzEMl f�Tl I i i LOT ` �i
_ _ p p
----- -- ' AS EMBLY WITH 8"x6"TEE \
� 13 ' '
�!i \ ROPOSED A.R.V. 'i I �P
LOT
LOT �� LOT LOT 82 83 LOT I I�
I / MH-2 , ,'�. A r 80 I I �r
I � � 64 a I ° LOT I I 81 � "� I 12 L
I
VA .WIDTH PRIVA E
VAR. WIDTH ACSA I �' )POSED SANITARY 79 DR NT I I II li I I I
1 / SEWER LATERAL (TYP. - �' -- -- -- I LOT i
UTILITY EASEMENT (TYP.) / I
'l {
j! DB. 382 PG.138-19 -----
DB.538z,PG.138- z ! LOT V WIDTH IVATf !! - - I
i LOT I 78 DRA AG ASE�AENT PROPO ED_VAR: dVIDTi t�L�N6SCAPE - - - _ �'----------- -- �pI
i I r "i ryx i� I- --- _ppLL
I ti 6' NDS PEA DB. z, PG a. 8-1gz -AN HdT{NfCNCE� EYv1ENT - -
65� p �� AINTENAf EEA�SEMELOT �'�i
' 10' WALL -' , 10' PRIVATE DRAINA � � w I r !
82 PG 1 a
MAINTENANCE SEMENT I 53 - - - o
I DB.5382, 13 / % 77 - - �, in oEASEMENT
f LOT {
DB. 382, PG 38-19z i \ i r ::::::T "' \. m u i 1O i
{ LOT I /' / \ LOT r % : o
I r I \ a L �I I
i � r is • ..::::..:.... •:':':': .:.:: . :: ....::/ .. _ .��, ,�':: , ,� ,:1:':, ; , ::.. i r i f- i
TMP 90-27B I 66 PROPOSED WATER \ 76 r LOT
STEVEN W. AND BETTY C. JOHNSON I SERVICE LATERAL (TYP.) o° / \\ i r' " i r i� 9 L
D.B. 1026 P. 715 N r \� PLOP ED VAR. WI H LA SCAP r :: : " " - - I
��� ANQ MA TENA E EA5EME /
D.B. 629 P. 616 PLAT I
LOT I r ,'' � ,�,•l,,r ' , , _
1o' PRIVATE { I 67 i i I, I l \ '' _ SIGHT, 4' i0
DRAINAGE EASEMENT I DISTANCE EASEMENT �M
I LOT L
---- I qS ROEMBLY FIRE HYDRANT ''
53 i 3 9 ASSEMBLY WITH 8"x6"TEE- - - - - - �'�, �3 38 �5z m 7 L
DB. 8z PG.1 8-1 z DB: 8z PG.1
1o' PRIVATE DRAINAGE
EASEMENT
DB.5382, PG.138-192
20' PRIVATE
DRAINAGE EASEMENT
DB.5382, PG.138-192
PROPOSED 8' WIDTH
LANDSCAPING AND
MAINTENANCE EASEMENT
IH-13 r
I
NOTE: SANITARY SEWER MANHOLES WITHIN THE ROADWAYS
MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH
WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.)
- 30' PRIVATE
ALLEY EASEMENT
DB.5382, PG.138-192
-WALL MAINTENANCE EASEMENT
DB.5382, PG.138-192
VERY DENSE VEGETATION
2o' ACSA
UTILITY EASEMENT TMP 90-35
DB. 8z PG.1 8-1 z
53 3 9 DUANE E. AND ROWENA M. SNOW
D.B. 702 P. 792
D.B. 657 P. 234 PLAT
1o' PRIVATE DRAINAGE EASEMENT
DB.5382, PG.138-192
GRAPHIC SCALE
30 0 _ 15 30 60
( IN FEET )
1 inch = 30_
Lic. No. 035791,E
10/09/20 11`J
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APIN AND - n MAINTENANCE
G I 3 + LOT DR INA�E E SEMENT
MAINTENANCE EASEMENT TO BE I I i � � I I I ` ^ ;• ,_,_, „ , ,_,_._. „ . ,_._. „_, i' ' I I r '" L I D 8� PG. 8-1 z
PROVIDED FOR PERIMETER I 75 -
i 53 3 9 PROPOSED SANITARY
LANDSCAPING BUFFER I LOT _ I SWM ACCESS -------------------
,i • . 14^ SEWER LATERAL (TYP.)
DB.5382, PG.1 8-1 2 68 I I r FACILITY EAS ENT Z I PROPOSED WATER -
53 3 9 I I PROPOSED SANITARY SEWER „
SERVICE LATERAL (TYP.) ) DB.5382,PG, -1gz i _ ,III SERVICE LATERAL (TYP.)
I--- fff- PROPOSED 8"SDI PVC I LOT it NOTE: ALL 4-STORY RESIDENTIAL UNI S WILL REQUI E ' j' li LOT 11 RECORDAT ON INFORMATION:
! SANITARY SEWER (TYP.) - 74 it AN ACSA APPROVED BACKFLOW DEVICE. ;' Q �I 5 (', ll THE SUBDIVISION PLAT FOR THE PRO CT IS
1 io' PRIVATE(
! I LOT I p L
I I I DRAINAGEASEM RECORD IN DEED BOOK 5382, P • 138-192. N
10' PRIVATE 69 o° { DB.538z, P 138-19
ALL ACSA UTILITY EASEMENTS SHOWN HAVE BEEN �
DRAINAGE EASEMENT I - - LOT ill
DB.538z, PG.138-19z Lk ; ' � � � 20' PRIVATE VAR. WITDH PUBLIC iy I +=I � 4 L � i �i PLATED ITH THE SUBDIVISIONPLAT. � �
r I io' PRIVATE DRAINAGE EASEMENT DRAINAGE SEMENT yi
LOT it DRAINAGE EASEMENT DB.5382, PG.138-192 53 z, 138-1g2 i! I, LOT r II N
10' PRIVATE LOT
3
73 it DB.5382, PG.138-19z o' C)
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DRAINAGE EASEMENT {
.' N
DB:5382, PG:138-192i � 70 i - • ,; - - _ PROPOSED 8" SDR-26 PVC PROPOSED 8" IN -LINE G V. I i LOT L � I W
___ - SANITARY SEWE ( )l.
_ _ _ - - - --- -- PROPOSED 8" IN -LINE G.V. R TYP' PROPOSED 8" CL. i
---' - D
I
.f 2 L
- --- - - - _ I i 52 D.I. WATERLINE �' / I Q
-- - °1 4 LOT VAR. WIDTH ACSA PROPOSED 8" CL.
, I MAINTENANCE E� SEMEN � v, i ,:. I l :. I i
I DB.5382, PG.138-1 z o I ° - 72 (UTILITY EASEMENT (TYP.) Sz D.I. WATERLINE iy PROPOSED 8" DIP
I j I b6.5�8z, PG.138-1gz LOT { i SANITARY SEWER (TYP.) LLI
I LOT PROPOSED FIRE HYDRANT I J
{ 71 ASSEMBLY WITH 8"x6" TEE- { _ J
MH-zz ' -- -------------------------I a i �N '- pPROPOSED FIRE HYDRANT I
• ° - R..
--
- - - - _ _ MH-z1 �� _ • „ ° i o/ _ -ASSEMBLY WITH 8"x8"TEE - W
r - - - f I ---------_ MH-20 j LLI I --I Z
- ,, _ -- ---- --- --- - Aa. 8z PG.138-19z - �r
= ±Qo I 5�- � i _ �'G. � _� PROPOSED TYPE A
VAR. WIDTH A SA I /i �5+50 BLOW -OFF ASSEMBLY
UTILITY EASEMENT TYP. 10 50 u+ 0 -- 11z+So -.- - 3+oe - -.-„� Se - - -,-.-1 5o o - 1-� - - - -
DB.538z, PG.138-1ga I / r -
�' r
G�
DRAINAGE EASEMENT RO x8 TEE MH-12 U Q J
DB. 82 PG.1 8-1 2 - - - - E & (3) 8 G.V. P POSED .
-�- -- -��
53 3 9 PROPOSED 8"x8" TEti - I II Y J
PROPOSED TYPE A PROPOSED 8" CL. \
BLOW -OFF ASSEMBLY I 5z D.I. WATERLINE AND (3) - 8" G.V.
6' LANDSCAPE AND I NOTE: SANITARY SEWER MANHOLES WITHIN THE CAPE AI \ i ° - - - 20' LA DSCAPE AND w \\
L J L-J L L L-_j L 20' NAIL L �/ I /
MAINTENANCE EASEMENT L -1 L- ROADWAYS MUST BE INSTALLED WITH THE MANHOLE _ J E-E gFMEN \ ® _ - MAIN ENANCE EASEMENT _
DB. 8z PG.1 8-3. 2 ! TOPS FLUSH OR SLIGHTLY LOWER THAN THE DRA G € EMENT VAR. WIDTH ACSA - - - -
53 DB. 82 PG.1 -1gz -----UTILITY EASEMENT-----------
3 9 ` i i D6.538 PG.138-1 z , � � � - - - � __DB.53 z, PG.138-19z �
TMP 90-27 PROPOSED TOP OF FINISHED ASPHALT (TYPJ O r---- i" it ul (� J
20' P VATE DB.538z PG.138-19z
LOT1A I I LOT LOT LOT LOT LOT LOT LOT LOT LOT Z ° .e "
LOT LOT LOT r o n (bB- 382, EASEMENT NOTE: MH-u IS THE END OF THE SPRING HILL VILLAGE-
ROGER SCHICKEDANTZ 1 LOT LOT LOT LOT LOT /6 OFF -SITE SANITARY SEWER EXTENSION PLANS
98 =i o „ , B.5382, PG.138-192 zo' ACSA i 1
D.B. 1244 P. 461 ;I 84 85 86 88 90 91 92 94 96 97 100 N ui =
87 89 93 95 99 Q I ' / UTILITY EASEMENT l
i 20' ACSA SANITARY SEWER LLI
B. 629 P. 616 PLAT ! !� D6.538z, PG-1gz �y
-li u i i EASEMENT-DB.S 28 PG.7o6 LL
D B. 530 P. 164 PLAT I ( - - � --- ---- ---- - =74- --WIL-- - _ - - - - -" / SIGHT _ _ _ _ _ _ _ - - 3-'- - v
QQ DISTANCE EASEMENT I - + NOTE: SEE OFFSITE SANITARY SEWER PLANS ~
o' PUB IC / I in Z
D AGE EASEMENT VDH. 1 I- DB•538z, PG.138-192 FOR CONNECTION TO EXISTING SANITARY SEWER
- i 2o' W L MA MT'ENAN I ! I MH 11
DB.5382, PG-138-192 MON. e •' i I PROPOSED 1o' LANDSCAPING
EASEMENTt - BENCH MARK IS J
DB•5382 PG.138.192 AND MAINTENANCE EASEMENT - w
{ - - - 1o' PRIVATE DRAINAGE_EASEMENT ° I - - - - CHARLOTTESVILLE GIS Lu
A ROUSE-SIRINE
oxima -
e . - 1 2 - -
.
Va Public Service Esmt. i I i .. ; • :: � � :: � � � :: � � : '; �: ;':r _ . \ 9 �_ o ! I! I NOTE: EXISTING OVERHEAD UTILITY LINES ALONG � - - - _ STATION 105 - - SWM ACCESS & ----THE FRONTAGE OF THIS PROPERTY SHALL BE G- _ _ r' US'
D.B.221 P.305 _ ALL \
. - - - - - - - - --_ - FACILITY EASEMENT ----- -
Tv. 1 :: ' REMOVED AND INSTALLED UNDERGROUND. - I- -Comm �' _ N 3882993.340
Pole { i l _ ::': • :::::4 - 1 = - - - - - - - - - - - - - - = - - L - - - ASSOCIATED POLES SHALL BE REMOVED. D Vau opt
- - 5 h1A82334.683 (�
--- --- - _ --- - - - - - - - - _ - _ I Fiber p ELEVtON 527.7t
- - ` _ i--------------------------------------EXISTINTO BE REMOVED ------ ELEC\ Pbo \ e - _ - - - - \,\P O
_�- _
--- P 2ne_ _ _ - - - --_ - - - -
- _ _ - - - - ----- --- - -- ----
Pole - - ----
--------- Pole � a.
-- ---------- ----------------------
,Q
EXISTING UTILITY POLE
a
_...._ ._� TO REMAIN ------------ OHr p n, - - - -
�,
-- --- -
PROPOSED LOCATION OF ONE -----____ _ °°•'� � � � � F.
UNDERGROUND UTILITIES VAR. WIDTH U IC
0 _
- --_- __ DB.5328, PG.7o6 * � cos NO.
U.S. RT 20 (80') SCOTTSVILLE ROAD 55 MPH 4 _ ` 182157
NO.
r>T-soy ----- - - --
❑-------- - _ ( ) ♦ EXISTING UTILITY POLE____
TO REMAIN
MAILBOX ------ HWPB.1 PG.354 -----�------- SCALE
r,56r ors MAILB X - _ NOTE: EXISTING OVERHEAD LINES ALONG THE FRONTAGE_ �j ___
- - OF THIS PROPERTY SHALL BE REMOVED AND INSTALLED - EXISTING OVERHEAD --- y 1rr - 30'
UNDERGROUND. ALL ASSOCIATED POLES SHALL BE REMOVED. LINES TO BE RELOCATED o GIN f __
CONTRACTOR TO COORDINATE WTIH UTILITY PROVIDER TO MAILBOX ------- -------------- SHEET NO.
)HrOHTV - F MAILBOX �____________
- OHT OHry UNDERGROUND AND RELOCATE EXISTING UTILITIES ALONG ROUTE 20 Pole - _
_ _OHTOHN o Phone
IPF FIRINV IN r-1 MAILBOX - 6
NOTES:
1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES
BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL
CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE
OR PAVEMENT BEING PLACED.
_ z. 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
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.
5. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL
INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
I i i TMP 90-31"
0 HIP PALE JEANNETTE D. SI
D.B. 4254, PG.118
0 0 15 30 60 1 120 I
I ( IN FE )
I1 inch ft.
I I I
I I
I I �
I I I
1
ICONTRACTOR SHALL REPAIR ROADWAY
I
I� I
I
TIE -INTO EXISTING 12" DI WATERLINE
WITH PROPOSED 12"x8" T S & V /
RECORDATION INFORMATION:
THE SUBDIVISION PLAT FOR THE PROJECT IS
RECORDED IN DEED BOOK 5382, PG. 138-192.
ALL ACSA UTILITY EASEMENTS AS SHOWN HAVE BEEN
PLATED WITH THE SUBDIVISION PLAT.
DTE: EXISTING OVERHEAD UTILITY LINES ALONG
THE FRONTAGE OF THIS PROPERTY SHALL BE
ZEMOVED AND INSTALLED UNDERGROUND. ALL
ASSOCIATED POLES SHALL BE REMOVED.
ONTRACTOR SHALL COORDINATE WITH UTILITY
PROVIDER TO UNDERGROUND AND RELOCATE
EXISTING UTILITIES ALONG AVON STREET
EXTENDED.
P/
001`
j .
i l
t
t
t
EXISTING 12" DI WATERLINE
\
1�1
°10
I
i
t
r i
r
au PRIVATE it I
DRAINAt E EASE
AB 5382, PG 192 \
i
LOT
y 6' L CAPE AND
1o'PRVATE ,�'�
D AGE EASEMENT
`(
\�
LOT
-------I
LOT III
LOT
LOT
30
29
hill I�
i NTENANCE NT
DB.5382, PG 92
B. 38� �PG -192
'
� �
33
32
31
LOT
PROPOSED 6"
go° BEND TO
III
i i
X
\
FIRE HYDRANT ASSEMBLY
III
II
'
li
s
LOT
_ul
WIDTH
'• I �' �'' i � '� LO UTILITY EASEMENT
• � T
_--NOTE: SANTARY SEWER MANHOLES WITHIN THE ROADWAYS 3 53 ' PMUS- - -
�, ITH THE MANHOLE
EXISTING 12" DI WATERLINE ' / /'' " y'' WITH THE
BE IN THE PRSTALLED SED T/OP OF FINISHED ASPHOALTF(TYP) PROPOSED 6\"
pp �
R.WJ6TH PUBLIC i i---- --O O--- _ - \ 07 CL. i
r `
DR��E zi D z .. ATERLINE i -
GE EASEMEN'� /� � MAI EMEN \ \ LOT 5 DIW
� P
j�
D 2 PG�39-19z I E \ 12+00
i ------ ------ P .138 -- -- ` 3
DB. G z
o LOT LOT LOT -I LOT
a \ PROPOSED 8" 22.5' BEND i^ 1ti
42 41 39 F P '
r ` `, AR. WI PUBLIC 0' PROPOSED FIRE F i10 AT \ \ / [` �L gy /i \ I
8z PG 2 z PROPOSED 8" CL. \ G�ti` y MH 15
•��• \ \/ r/ DR GE EASE T ASSEMBLY WITH 8"x6' TEE i DRAI AG EASE EN,
9 2 D.I. WATERLINE IID6.53 z P 13& 9z \ / / Q III III{
p95� I�. / LOT {
28
.:. \ � \ (i ' � / � r ill I l I L I i
w� �• --<_ - _t� ! �' I LOT
WV i MH
_ SO +vo _
� � - - _ _ - _ " _ ° ° 9 // / NOTE: CONTRACTOR
DAUPHIN D I E I �" X 26 ! I
/ SHALL EXTEND WATER I
PROPOSED 8" SDR-26 PVC ��� � "� � � LATERALS TO UNITS,-
% SANITARY SEWER TYP. ,� s. ( )' . � '"� :r j • �S � �` L "Ili - I-� LOT I I k 1
PROPOSED FIRE HYDRANT-
•� LOTASSEMBLY WITH 8"x6" TEE 25
43 - �, �
PROPOSED WATER
LOT I i - - SERVICE LATERAL (TYP.) L0�
SANITARY
V WIDTH 44 LOT SEWER LATERAL D(TYP)PROPOSED 8"x6"TEE�`�`��-
SWM EASEMENT LOT I
VAR. WIDTH ACSA
DB. 82 PG.1 8-1 2 45 (1) 8" G.V. (1) 6" G.V.
r< I�
SIGHT ISTANCE EASE E T -- ---------- J
S3 � 3 9 i \ � / � ` I` i UTILITY EASEMENT '
LOT538 , PG.13 -192 VAR.��� .� �� �:� �,\ - -
/ \ i
�GE EA 8EM zNT i
4SWM FACILITY& DB!53B46 ff53 2, PG.L4i�Tg2
ACCESS EASEMENT 7 48
19o' PRIVATE
VAR. WIDRIVATE INAGE EASEMENT
ate,oV°DB.538z PG.1 8 1 z 10'PRIVATE \\ \ . \ -- _
�
DRA
LOT
a 53 3 9 1o' WIDTH PRIVATE 22
\ DB 51382GPG 'I S8 M zNT WALL AINTENANCE 8z PG.1 8-1 z
� DRAINAGE EASEMENT � � � / I i 3 9 I � aaa� �� � �� UTILITY EASEMENT + L it
' DB.5382, PG.138-192 / - -
_ EASEMENT B. 2p°P a3-1gz - 1-i iI I
-- - LOT I
10I PRIVATE
i
--- -- -- r MAINTE AN - - - - - - - -- - DRAINAGE EASEMENT I �� � i L
2o' LANDSCAPING /r "_ - = D�8z PG.1 8-1 z DB. 8z
AND MAINTENANCE EASEMENT /: a: ; /
_ - - - - 5 3 9 53 3 \ \\ 21 r LJJI
-I �i y ��� sk, III
TO BE PROVIDED FOR PERIMETER LOT
VAR. WIDTH PRIVATEII Q
LANDSCAPING BUFFER \.. i
Y- EE�SEA A€NT
_. - _ ---- URA2UTILITY EASEMENT
SHIP BL N �r P 3 �38 �8 19 L - Iif
v
PROPO NmSCAEE �' �. 382, P . 3 �192 ��� \�`�` it � � LOT
_ - _ ipINTEN CE EM T�I��It
-I VAR. wIDTH PRIVATE' - LOT 53 LOT 52 LOT 51 LOT 50 �\ jl ' 18 III
DRAINAGE EASEMENT - I LOT 54
l i � I I i \.\ n o>
D6.5382, PG.136-19z �o PRiVAT€ - ` LOT 57 LOT 5 o',PI IV TLOT 55 t �i -� LOT II
' RAI QE SEM Al
SW M ACCESS \ �D A EE T 1 I l Ii� J I,' 1`I h f 17 li III
.5382, .138-1 LOT 5 D .53 2,� i G. 8-19z I I I I I . �� � � • n "I I III
& FACILITY EASEMENT ---
i OT 5 I II MA ICH INE- '�E EET _-- MH-z7 i I •\�� � �� vie\ I �
DB.5382, PG.138-292 / /- \ \ VAR. WIDTH ACSA, C t LOT
OT 6O UTILITY EASEMENT TYP.
(
10' PRI ATE
DRAIN GE
10' IVATE
DB.538z, PG.138 19z A
I i AINA�GE EASEM T 61 V � \ r � � � % I -- _.�• .. � � � n
/DB.5382 PG.138 1 A\ = �. �� - �� ii °i - ;
+ 16+00 PROPOSED8"x8"TEE 7 5311
i \ ---
15 s0 - �- - � - ' � (2) - s" G.v.- +
i 62 VAR. IDT PRIVA �\�' QI'�yg8-19 - -. - -°=- =w -b i7+00 i. Ili
DRAINA EASEMEN ���' 14 5° D6.5
V� kop
LOT 1� �, , .- • z
63 / �° - DRAI AGf EA MENT \ I r LOT F i
\ PROPOSED 8" CL. �' _ - = z, PG.13 19z \ I 101
6' LANDSCAPE A D ' - 0 15 ,I
� 5z D.I. WATERLINE / o I + b r
MAINTENANCE E\A fj EN = e _- _ PROPOSED WATER \� PROPOSED FIRE HYDRANT
r ,' -_ - PROP ED VAR. IDT \ i ~ ASSEMBLY WITH 8"x6" TEE
DB.538z,P�.138-1g(TYP.)
- LANDSIAPEAND I I I LOT
SERVICE LATERAL TYP.)
PROPOSED 8" IN LINE G.V. - 6' L NDSAPE AND MAINTE ANCE E EM Nf I 14
DR PRIVATE r _ T_ A ; ;I PROPOSED FIRS\E`�HYDRANT MAI5 TENANC38E ERAS MEN MAINT NANCE EASSEMI iT' i ( I III
DB.538z, PG.138-19z I ii ------------- \ ;` oo - f \\\� DB.538 , PG.138-392 I I LOT
�-
DRAINAGE EASEMENT DB. 8z PG.1 z
I r � � � AS EMBLY WITH 8"x6' TEE
ROPOSED A.R.V. <II
I \ LOT LOT I I I I II
LOT �� �' y �I LOT LOT 82 83 I I�°I dE12
64 MH-z4 / LOT 80 81 I '
I i �) VA .WIDTH PRIVA E
VAR. WIDTH ACSA = PROPOSED SANITARY 791 �I I - I I11
r SEWER LATERAL (TYP.) t 11 DR NT I I LOT
( DBILITB EASEMENT (TYP.) Y 382 PG.138-19 I
it 53 3 % LOT VA .WIDTH IVAT ------ --- I i i pl 11 i i
! h DR AG ASEMENT _PROPO F�VAR,IfH �NDSCAPE fi
LOT }
--
I i Nro x i ° 6 NDS PEA 78 DB. z, PG�38-1g2 - - - ANC INTfitANiE E EYv1EP1� - - t -----------------
L
65
I
IP I
JHE� I
S16.40'02"W
119.33'(tie line)
I
VARIABLE WIDTH RIGHT OF WAY -7
TO BE DEDICATED FOR THE
PROPOSED ROUTE 742 IMPROVE ENTS
TOTAL AREA = 0.123 ACRES.
DB.5382, PG.138-192
20' LANDSCAPING
- AND MAINTENANCE EASEMEN
TO BE PROVIDED FOR PERIMET R
LANDSCAPING BUFFER
_--D_@•5382, PG.138-192
WALL
MAINTENANCE EASEMENT
DB.5382, PG.1 8-192
LIMITS OF PROPOSED 30' PRIV TE
ACCE EASEMENT FOR ALLE
DB.5382, G.238--i
ANG HPLDINGS,
D.B. 026 P.71
D.B. 65 P. 234 P
NEW 6.26' PRIVATE SIDEWALK,
ACCESS, & MAINTENANCE EAS MENT
_24' PRIVATE
UTILITY EASEMENT
DB.5382, PG.138-192
PROPOSED SANITARY
SEWER LATERAL (TYP.)
2o' ACSA
TUTILITY EASEMENT
DB.5382, PG.138-192
PROPOSED 8" DIP
SANITARY SEWER (TYP.)
WALL MAINTENANCE
EASEMENT
DB.5382, PG.138-192
- 1o' PRIVATE DRAINAGE
EASEMENT
DB.5382, PG.138-192
1o' PRIVATE DRAINAGE
EASEMENT
DB.5382, PG.138-192
20' PRIVATE
DRAINAGE EASEMENT
DB.5382, PG.138-192
PROPOSED 8' WIDTH
LANDSCAPING AND
MAINTENANCE EASEMENT I
I
MH-13 I
NOTE: SANTARY SEWER MANHOLES WITHIN THE ROADWAYS
-MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH
WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.)
30' PRIVATE
ALLEY EASEMENT
- - DB-5382, PG.138-192
WALL MAINTENANCE EASEMENT
DB.5382, PG.138-192
V-�Y'DEiV'! WE EFA! IOly
2o' ACSA
'UTILITY EASEMENT rneo nn'2c
Lic. No. 035791,E
10/09/20 11`J
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182157
SCALE
III _ 301
SHEET NO.
7
M.
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SWM ACCESS
H
&FACILITY EASEMENT VAR. WIDTPRIVAT
DRAINAGE EASEMEN
DB.53821P-138-�2i .5 P
--
/ I
i h -i
10' PRIVATE
/ ><' DRAINAGE EASEMENT Tw584,
00 DB.53q2 PG.138L yf2-
PROPOSED ALLS (MAX. EIG> TL6') /
/ 5 I
/ ew5so YD12B
PROP ED 8" YARD sw 80 0.33 LOT 6:
IN SYSTEM
�I o / T YD1z FFE=
571.(
- 1o' PRIVATE
DRAINAGE EASEMENT 56867
DB.5382,
'Soave } _
--- YD12A-------
/ - - PROPOSED 3' DECORATIVE WALL
(NOTE: WALLS YIN HEIGHT OR LESS DO-
/ _ NOT REQUIRE RETAINING WALL PLANS)- i FFE=
_ 57, 33
LOT 64
a.5o w {
-
/ io' WALL MAINTENANCE EASEMENT t� FFE= s6a.00 4 -
DB 538z,PG:138-19z 568. 9�
33_�� /
i �0g5 56 .SoTW-.
/ 99
5665oBW I � � /•e
NOTE: CONTRACTOR TO INSTALL IRIVAT 8. 1
DRAIN LINE FOR ROOF & FOUNDATI N DRA NS FFE= 566 00, 5631
WITH 1o' PRIVATE DRAINAGE ASEMENT-566-33
TMP O-27B / DB �382, PG.138-x92-YD16F /
/ TW
STEVEN W. AND TTY C/JOHNSOIN / 563,6�BW LOT 66 /
/D.B. 1026 P.71/5-
/ D.B. 629 P. 6/16 PLAT / / LO I
FFE= � � 563 33 / is
/
/ / io' PRIVATE / / I �563.67
DRAINAGE EASEMENT
DB.5382, PG338 192 / /564o eve - vuu
578.00TW V
YD23C - OT 18 vs7a.00sw` v v
YD130 592 Syz� ' LOTS ZOT z LOT 1 t T o q / E86- / 6 5sb:ooTW v v v V v v I
YD136 590 - 8T 5 - ATRI 1 I i I' 4 ET9FE- - 5 5 f \ / 5 33 SaL o - 5847 j uo.00ew \ \ \ \ \ \ TFi QF�
VAR. WIDTH PRIVATE LOT 5 _ FFE= FFE- FFE- /-ISv v v I f
DRAINAGE EASEMENT- T rLgz J 55 FFE- 1, o. 0.00
- -= z, P 1 8-1 -FFE= \ 59z.00 S9 33 59 67 59
8 .00 .538 3 9e - - 59z.67 BSMT= 1 BSMT-BSMT= III i� �� II FFE= / 584.0o sszeII L-- A A A V A \
L'OT /FFE= _ BSMT= 1 - v / A
ES% 'S9333 BSMT= 1 / 8 \ \SCOTT R. LINS�
Ste/ LOT FF 93-50 - BSMT= i/ 58z.16 58i49 580.83 580.16/1 \ 17 / 5 433 66 DRAINAGE \ O
59z�83 /BSMT= � ' 1 g p 1 5 3 I \ ss�s3 s8a.z6 1 580.50/ ,579.83 1 1 �� / � . LLI I/ 1 I - DRAINAGE EASEMENT \ \ \ I U Lic. No. 035791 �
FFE 1 5 3.5 /1- Ssz.So X 1 ___ - �� y •� _ / LOT 6 vQB.538�z PG. 38-1gz A \ v
F - LOT 5g 59� 50 , BSMT- 583.67 1 5 4 i 583.z7 II x - 578 / d' ` 5s�.b FFE= 5$ �3 80.i3 (I " ` SSo v I 5 0�0� 10/09/20 11�`
LOT�o-- FFE- �583.0o Ss3,33 1 1 x --- --- YD 4 / 57a.00TW -
N k P I- 566.00BW -i
FFE= 0.8 �(-BSMT- � i 5sz 67 11 I '1--- °, 5 � �`� 581.67
V A 588.83- BSMT= 115 5s�s3 Y "--38047 - 7g65 - 37.s3j s7s4 16A 8 / 5so.00Tw v V A A\
YD1 A V BSMT= N F5 �� o s7a.00ew v V A\\ v v
LOT 63 \ 1579.00 069 sso 6 .� _ �6 73 8 0
FFE= 1 578 07
577.00 - _ _ _ _ - ,
VAR. WIDTH PRIVATE \ 5 s� 15 oo V o v _ -PROPOSED WALLS
DRAINAGE EASEMENT 79�o y - _- 166 �4 ----:- ® PROPOSED STORM \\ (MAX. HEIGHT=6') \ \ \
E= 53 3 9 3 \ i YQ DB. G.1 8-1_z YD1 J
'433 - - - 6.6 78.zo - - °
57 7 ' L ,1 / / 64 �i 566.00TW \ \ \ \ \ - - - P•� l
LOT 62
„ -
s�o5 7 79 r 578.zz
kC }
`pp o.. .. °.z _\ ; 57 4.00TW V A A A
8
57550:: - - .;.•, 5 9-- o .I', - FFt i 57367 \56 \ \\ \
/ 0 94 �. . __ j� �� si9:oo /574•0o LOTS v A AV A
73.5 ��' -/ 80� 58z67 58aoo // I V A V A Av -570 - f
- . I lz
s' 6 S� FFE- / v \ V A
33 - / /�� r I' S7o - 57z.00 LOT T t III V A \ \ - (
// � - ,P •: � / / / _ - zo' PUBLIC. I I ' 4' � 3 1 \ V � '_ - - � z � ,
- 570.1 56z:ooTW \S
DRAINAGE EASEMENT { I i / r { I 957.00sw 60
PG.i38�i9z / FE=
_ / 0.00 _ t I 57o.00TW \ /
70 7s o / PROPOSED STORM 3�646 - 57967 / / N - \ LOT 81 - L5 LOT 8 / ' S7 LOT 1 \ \ \ - - - v m
T 8o FFE= 580.00 3 / i `` b s64.00sw - O w (=n
y5 SEWER SYSTEM 574\ FFE 81. BSMT= FFE-57933 / T __ -- -- -- �- -- -- --T-- -- -
/ T FFE= 8z.00 5 33 570.17 / i i / LO 17 63 LLI \ / / g60 0
/sn 67 IAT 74 = 5 BSMT= 1. o BSMT- 569.50 \ Yl
BSMT= 572.16 57 5 LOT8� / i } /i SFE= - J I\ III \ / / o
S> Fe / // FFE-580.00 I VAR. WIDTH PRIVATE // / /I / \\ /
/ V 567.67 5 6.gz 1
68.00
> z
o / � g BSMT= 570.17 -DRAINAGE EASEMENTII� \ \ / / / w
r7a4 / 7 / D�. Sz PG.1 z - - - YD1SD X LOT 1/ \ / - - oc .. ;
9 / 57500 / _ PROPOSED YARD DRAIN SYSTEM 1 s s 67 s a s� V A / / / / - - - -
>_/FFE= 578.00 YD15B ' PROPOSED WALL (MAX. HEIGHT=6')� -- ----- - - i' 11 'S66.00 V A / / / / / / -
1' S7049 - A /
- BSMT 68.1 _ / `' I \ - . -. A \ VERY,6ENGS GEGETA ON 0
o / 5 7 �- - -- l' L +i \ I \ / /Ff/ / 55------ z Z
PRIVATE �------- - _� - v �, b � � I
��. 57233 DRAINAGE EASEMENT YD15A --S7o - YD15C - - - �568 / / 564 --- \ v V / / / // // o o I
FFE= B.53��
= -- 6z.00---------- > >
57533
-� 5668 566.00 564.0o I I r 1 \
P s' 1 a _ T P 90�3 /
r - 9 I \
i BSMT 6 o s 1 s�
_ 5 5 $ 56a - `- 6oBVJ 6o.00BW \
76 �T77 / / w s5bo:ooew-SSa -5 --- -----. YD4A 56p o i / FFE 6 6j �sbo g3 I II _ v \ \ DUANE E. AND � fV SNOW /
V / FFE= z.6 / P / /� ------ - t 556 ----- �. / 561.0 k I 55z.00TW \ \ O.B. 702 P. 7 2
57 7 / i / -_ _ L 9 i s5i.00BW V v D.B.t57 P/23/4 PLAT /
TVj�� / , / / /
BSMT= 56z.83 YD15 56o:ogoBW ` : -
\ III 1 ss4 �aeW NOTE: CONTRACTOR TO INSTALL PRIVATE 8"
558 YD 10 F5�s 6 es ' b \ DRAIN LINE FOR ROOF & FOUNDATION DRAINS
-559 0 L \ WITH ioPRIVATE DRAINAGE EASEMENT /
56z.00W ' - - -. i loA L 8 r 2 III + o Os� D6.598z, PG.138-19z / / / / / \
s6006Bw: �� - �' 108 FFE�o 5 66t�155
s
zo' PUBLIC I - - - 56 / 557.
IAGE,EASEMENT S6Z \\ 87 - r i T7 III d e
8 , PG. 8-i9 ,
/ ' - PROPOSED DRY SWALE FFE= 5467k 554 oz �T Ss0 ooB
60
n
5 5550 3 \
Iv
_ I_ LOT /yam • ` g \
/ / YD16E - - _ 75 / / SSa - SSz FFE= z 6 k
LOT68 T -FFE= 561.00 A �. - - - - - - 553.0o s 7 s4� 6 ssz.00rw \
• I • - �.�1/ 548.00BW \
11
_ - Ss8.83 560.67 BSMT= 551.17 YD10 FACILITY
ACCESS & �.. r / -
LITY EASEMENT /
FFE= 8z I I I ;; ; rr •. SSo I z -�---------- 5501
O� j 560 00 55967 i _ - / / ° DB.538z, PG.i1 d-19z �i IIII l - \ SSz �- - 'II
I I
/ 557' al f - !,Y / ..f .. % I ________ 5 8.00TW -
I444I---
/ LOT _ - I A / ;I ( / \ P 01 547.00BW
557J3 55933 - _ / I / OI
� -, FFE-559-67 I � II A \ v v I I� .. .FFE= 11 5 �
to I - - BSMT= 8 \ \ I �.. ,. .: Oo 54867 154737' '\
/ I o FFE= \ \ {.. \ 549 3 549 1I
/ o / -Ogg - /811\ o
FOR
TO INSTALL PRIVATE
NOTE: CONTRACTOR / L /
55933 I I +
/ 'I ( o I _ ,I DRAIN LINE F, R ROOF &FOUNDATION DRAINS � O f 10' PRIVATE 1 +. I FFE= T s4 ,�i sas-71
LOT 6 9 0 / I \ 1I
g 35 8 0o 4 -
/ / / YDi6D1 s 7 T I sss a�oi° LOT 73 / 10 PRIVATE \ Sg DRAINAGE EASEMENT-547.0o e d III
' :• ss DRAINAGE EASEMENT \ �. \ � I /� D I L I I11
FFE= 55833 DB.5382, PG.138-1gz ` 20'PRIVATE VAR. WITDH PUBLIC G,13 + I iz FFE=
BSMT= 548.50 DRAINAGE EASEMENT
V DRAINAGE EASEMENT � ' li I 545.
FFE= ssiz b. �iL DB. PG:18- z 6 b1
557 b7 ,
- - - - r- - - DB.538z PG.1 &1 z 513�
L vII r - - 3 550 \ +II / /
DDRRAIN AGE EASEMENT
-- / 8.00 � . ' 8o I �) I \ '`/ �
/ 10' PRIVATE 55 B �
_ - 53$ i _72
_ - w I $A- FFE 544.w 54z 4
y.r----3ss$37� 556.67 FFELOT.00 ( - - 3 r \t bS
- ; ' �. 557 - YD10 - zo' PRIVATE�\ YD 54433 7 � 3
LID 71 BSMT= 54717 I I DRAINAGE EASEMENT LOT z
/ 55 7.0o g _ I T ° - - �1 54z ✓ FFE- 8 8°iol
m FFE= ssa 8A
- 2, G.1 z YDz 7 \' 54z 67 54z o
/ YD16D ; �I I/ / / 557.33 96I b J - - rl / \ \ 543.00\ L I
/ l 79
/ �I ss,e - - � i :. �" 55_4 - � ---- ----- �� -- - �' A •I
°
o I YD 1A /
7 • --- _. ., .F .• � I 54 6B o --= I 57
----� v n i/ (. I ✓
I I 20'PUBLIC / I - -I; 77. �, -- --- -r �- - � __ - 53 � _ 'Pro - �'< ra: \- � -1- - - 58
_ � I
DRAINAGEEASEMENT --L- - --�- _----_- v LANE /
o DB.sz8z.PG.1i8-1�z __.r,_� s - 3Z+ ,- ERWo-_ L 1 + o + I -- 1.
A
y ,
3 5 4 AIIr-
ss 93 I a ry o P T - - - - - - �-I - I � - 56 - � / TI
- 50 6 PROPOSED STORM b /
h - �' r zo
SEWER SYSTEM 'PRIVATE _ \
KU( LK 6U01UKLUAN I L I / y _ 51 DRAINAGE EASEMENT \
D.B. 1244 P. 461-
1 I II 4 555 7z 5�5-7N�5155 53' 554 90 554-z 55z.gq' 5'-331 5o.zo 49 3. 54792 4 7 .. • I 54437 - 543 37 54z 47 `54z z 54096. 54o.z8 5 - xh %� I 5
D.B. 629 P. 616 PLAT 75 - - _ -w - - -I - - 44,
_ �` w --
D.B. 530 P. 164 PLAT
6A
\ I III 556.25 56 z5 556. 55559 `: 549z Sz.84 $o �.: 4 -
\ I 5 z.- °o-z? 49 50 8 z 46 0 44J5 44 09- 4z 75 4z.og 54� 4z . - -
56a
L- J I I LJ L-J J \ / / 56B /
LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 89 LOT 90 LOT 91 LOT 92 LOT 93 - LOT 94 LOT 95 LOT 96 LOT g7 �T 98 -LOT 99 LOT ioo 53sewl �y Z , / / l �� - � --- ---- - _
_ _ - sao /-- -----�
I
\ \ \ \ FFE= FFE= FFE= FFE= FFE= FFE= _ ' FFE= FFE= FFE= FFE= FFE= FFE= FFE= FFE= FFE= FFE_ o°
\ \ 1r 556 58 z o8 -
zo' PUBLIC 55 5 55 5 .5$ 555,9z SSS z5 I 553-17 551.83 550,5° 549 83 54850 I 1 546.4z 545,08 544 4 543 z. z 541.75
\ - -- - 54 4-
DRAINAGE EAE 14T \ B" IS R51 56.08 556.o k 556.0 I
6. 8 6. 8 55
z - z6- - oso - 8.00 - - z _ z S4 s 9 S _ O�� / 31
z - X- ___ - 54 SX 56BW
DB. 8z PG 1 \ 1 2 \ I 6.0 = x 5 5433 554 75X 55 7 X 5� 33 i4i8. 0 4933 X 47.5 X _I 4z.gi 544 5 X 3,9 4z 54a. z z z5 53'36BW 3 i f
I
I 5 z 4 / /
I _ � ° 1 545�9 I
\ S 71 a 49 z7 B.8 47.8 54z. 539 z z 6Tu✓- - / /
V 60 55z SSz.z ss�4= ss . z, sso 7 549 / �� w I - - - -
4 Sz.4z 1• :: I 54
VDH \ YD 6B o o ss s a z s °� b - - - - • d i- - � \ I �,
Private Drainage Easement Width Chart (10' TYP. UNLESS NOTED)
Pipe No.
Size
(inches)
Max Depth
(feet)
Easement Width
Required (feet)
Easement Width
Pro\Aded (feet)
YD-7C-YD-7B
8
3.SD
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-86
8
3.SD
9.7
10
YD-8B - YD-8A
8
3.50
9.7
10
YD-8A - STR.48
8
3.50
9.7
10
YD-BA - 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-13L
8
3.00
8.7
10
YD-13L - YD-13K
8
6.25
15.2
16
YD-13K - YD-13J
8
6.75
16.0
16
YD-13J - YD-13C
8
8.58
19.8
20
YD-13P - YD-130
8
3.67
1 10.0
10
YD-130 - YD-13A
8
8.50
19.7
20
YD-131 - YD-13H
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
1 8
5.83
14.3
16
YD-13D - YD-13C
8
1 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
3.50
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
8.0
10
YD-15C YD-15A
8
6.67
16.0
16
YD-16C - YD-16B
12
3.5C
10.0
10
YD-16B
- YD-16
12
5.25
13.5
14
Lu
o
0
0
0
M.
Lu
Cn
ti
C'7
� M
O
N
M
z
N
W O
C>7
w N
Lu
i
Z
Lu
J
Q
M
_ >
z
,Lu
Lu
L9
z
Z
LI..I
Q
V
iJ
U
Q
o2S
w Y
J
l7
Lu>
z
0
ul
J
Il
co
J
l
ZW2
W
'
I
- w
z
I-1
551.30 X . p,.zb X. 55. 5 X :I °P : 3. X'.. 34 .4z 54 .°o. 547 Sz 47.00 4 . X g 4z o 540 44 .5 9 5 -538.0 534.a8 _ 1 I
\ y .. I X X. X•- °.. 54z.65 -i r - _ ��
^ph�n�pp� PROPOSED VDT CL. Al RIPRAP LINED
- - PROPOSED WALLtr71AX. HEIGHT=3' g3.58. _ _
BENCH MARK IS
\ o -- -- ___ __ _ _ _y_ _ 0 o YDl I X , Z �� CHANNEL FROM PROPOSED CURB CUT PROPOSED
! 548 NOTE: CONTRACTOR TO INSTALL PRIVATE 8" 0 3' WITH A STONE DEPTH OF 15" INSTALLED w VAR. WIDTH PUBLIC CHARLOTTESVILLE GI I W
�.� x / / l �- ' RIPRAP DITCH o ' RAINAGE EASEMENT \
Aproximdte ^ YD16 RAIN LINE FOR ROOF &FOUNDATION DRAINS _ s + 1 I WITH A FILTER FABRIC UNDERLAYMENT. , ^
Vo Public Service Esmt. ss4TNI.. SWM ACCESS & / WITH 1o' PRIVATE DRAINAGE EASEMENT �y /' / NO SCALE I �,e DB.53z8, PG ROUE-SIRINE v ,
- --- -- ---- - _ J D.B.221 P/305 Tv. iBW 1, µ I FACILITY EASEMENT - - - _ -03.5 z; PG.138-1 z - -_ -: SWIM ACCESS & zA,. / '------- r----- ----- �' ATIN 105
I
/ Poll i i Ir: )A i - - - _ - - - FACILITY EASEMENT- / / � 5 N �882993.340
_- j- DB53$z'G:13839 - "=11- ' ---
- --
DHE oHry E . 547------' - -�-- ' \ _ _ a :. ,. �- - - - - - - - _ - 82334.683 O
--- PROPOSE SW YD16A / i _ - - - llz
I
---------- _ _
--55a i -- --- � /-\- - - - }� ----------------5r'6 -- ------�'--------------- -- \ �" --- - �- --- '� ' �:� /' N
-
� �LEV
T
/ - V- - -' --� - --d61 -Q------------------ -- -. 111�.c.�. I_O_H-
\ p0 \560 'S1�� �oziiri 1 z/ !I/IIl/1 /1l 00�/1������/� MANAGEMENT DETENTION FACILITY
\ \ 5 O UNDERGROUND TORMWA O
550 \ � --- 5 O ----TE
-------------- -. - - - - -536 - - - - -- - - -
r
_ - 96 - _ N _ --- -
\ 530
/h
- -----202 w
-_- _-
-- - ---- U.S. RT 20 (80')\SCOTTSVILLE ROAD (55 MPH) 4- \) N \ ------ \ JOB NO. En
8215
\ \ by / - + \ F 101 -----------
IC S AA�E
N / - --_ 30 0 15\ 30 ____'6a�.�12o
MAILBOX "5565o i �� / -- `- - ---_- - HVVPB.1 PG.354 y / / y ------ j SCALE
o / MAILB X ' - - -
-- - /
will
s- -- _ -- -- / - 1�� O�
T-g - - ------ _
D- _------ ----------- - - - - -- -- - ------
i - - IVIAILBOi(\ �� - - - - - 1--FEET-~ __ SHEET NO.
...� ------------- �\- - ----f] 1 ink =�Ci-fk---- p
- - - f+l _ _OHT OHTV OHT OHTV i \ i INV IN \ o _ - T-1 / L - - - - - - MAILS- X - - - - -� 8
y//
ONE�IP /
GRAPHIC -CALF' 42'
-7_ 30 -- o 15 'ao ss / - /1zo /f
LN-FEET ) / 1
�'t inch = 30 f
i _ J
3.o' PRIVATE
9 DRAINAGE EASEMENT
\/
24622
ROPOSED WALL-
/�620
-
I
YD86 -� I' F30T \
,
I - II �z4Bw
/ / - - i _ ____ - -----I--FFE=
T1V1P 9D 3 / / 1 / PROPOSED YARD IN SYSTEM / I �5� FFE= 621. 1 621.51 FFE. 622.84
--- /- / //i/ / _
17
JEANNETTE D. SIy]ITH' / / / / / �%' - , I / FFE=
BSMT= SMT= �cz6gw-
---- ---- / -/ - D.B.4254,PG.118 /' / //// Q -- F / /' / ,��- -' �; _ 620.8 SMT= r SMT=i
- -- L / i /' / / / / _ / 2 6 i0 PRIVATE/ / i / /6�9 BSMT= 7 611.67 61z. g 613.0o \I I I
--099------� / I / / ji g �I 611.6 tO
_ - - - - - DRAINAGE EASEMENT ' _ - -- 6��'" i 6zg.00" 613. 7 L L �3 I WALL
z P& z - 6 FFE= z OT 1 ICI 6zz67
268� _ YD C L T 33 611 {I biz oo - I \MAINTENANCE EASEMENT
- _ - - 7 6z1.5o 6zz 6u.33 i 33 3 -I m ID)B.� \8z PG.1 8-1 2
- - - / A / 6 FE SMT-/ y 6161w \
-� --
/ S�P�ON .� �- D7B ,, 6zo8 611.6 6� �I� � r I \ \ \
/ Y `1
------ ---- \-i - / / / / 6i7.5o LOT -- -
��
/ <, / � 2 _ ///yyy � SMT=' i OT
--_ _`------- --__ t � n.z I \ '� -� --- Otg
-- -T _\ �r j// 3g E63 / 612.00 0 a
- D7 0 6zo.84 LC a o o -
,� = SMT= zo67
-� rn
�z5.00 611.00 :. /
620.84 / i' o .46 * � blz,° 35�P 2+ V A I V o
\r
- - - - - i 9 - - - j --= 630 4- - G \ BSMT= �l
o
/ - - - - - \ Off' � � � � r Y�D FFE-
f
� 9 � X - A �o 37 �� ��� �\-6zo.84 LO i � 48 � � - - P{ \II 1V A V A A -
i ' .. 4 . TMP 90 35A1
5 / / AN HOLDINGS,
�Gio 6T ' ii ✓-� I � 5 y� � \ \
VAR. WIDTH PUBLIC FFE= FFE= FFE= FFE= 0 611,0 �' og. \\ \\\\ \ \D. . 1026 P. 715
i
DRAINAGE EASEMENT 631.84 _ 631.17 628.5o \625.84
H
/ \ /VAR. WIDTH PUBLIC
k / 53 �8 92 _
D AINAGE EASEMENT \,� q ( / / DB. 8z, PG.11 i6zMT- 6z1. 3 SMT \
6 00 618.67
9a � ._ 34 I I �- - L Ili � I �� 39 I N � = _ `N X I �-- I \ Ili 6iorw/+ \ \ \\ \
6n.6 62 0o ° / / _ --_ 6o6BW \\\ \\ \ 7 I � LO of I �y Jz % � / I / \\ �
\
26 / / LOT
\A \ \ \ I I W
FFE= / Y6log o° o8a4 �r \ \ \ \ � I I ( �� w
I " / � � - �� / / • ; a, /� --- y ; ' 3 N, I a � � \ YD�" �7 � � // 46 � % 609.33 L \ \ \ \ \\rn\\\
r
LOTS \ \\
I I
/- o / ,, ,� •. -;-J --.--- to/ � / 'FFE= � \
�606:0o w
/\ \ \
.�'�.60 L
/ 6 ,
111�
LU iq-
a+00 \ i� - - zo' PRIVATE n L \
24
_ _ _ °• • , 8 / I ... LOT6boo 6ib3.95
/ / / / / - -- - ✓ax3 d �VE - - PROPOSED)STORM 0A `..� ) / / DRAINAGE EASE MENTi 6oE L
SEWER SYSTEM / i z3 53
8 III , \ \
DB. 8z PG.
LOT
-' - -- LOT g3a3a -, _ _ ,:yo\-o p / FFE= o bo .00x 602.0\ oll I I I I /1
-'
NOTE: CONTRACTOR TO INSTALL PRIVATE 8"� I I \I
- ' 6z .00 6zz.ga 6z8.43 5:7 - -RAIN LINE FOR ROOF & FOUNDATION DRAINS b, \ I\ \\ \\ \\ \\ \\l\\\ \\l\
-FFE-
-- -
WITH 10' PRIVATE DRAINAGE EASEMENT
BSMT= LOT 44 J r - - I '\, 5 600,'' / 6oa o0 5139 a o \ \ \\\ \ \ \\ \
601. \
-_ - a ? 38 33 LOT z4 f \ \ \ \
Q r r x/ zz DB 3=P L.L. / 5gzooiw \\ \\\\\\\\ \\\
-- 6z1.5o FFE- L I � � / � I 59000aw \\ \ l
- lo' PRIVATE ezz.gz \ y IoB ��"
/� \ _, BSMT= L4S45- YD13N i /< DRAINAGEEASEMENT 6zaz5`\6nsg I /•:, ` - /I FFE LC /z3 1 5�4.00aw \\ \ \\ \\ \\ \
8-1gz LOT
/ 9 $ �47 0 \\\\\ \\\ \ \\
b 49 \\ \\\\ \
'- - _-ONE/ NOTE: CONTRACTOR TO INS
9.337 i _
'
DRAIN LINE FOR ROOF & FOUNDATION DRAINS \ 5 9 FFE= \ \ \ \ \ \\
- _ - 61 o BSMT= 6z3.z5 6zo. 8 6iTg2
/ 9-5 6zo w - - - BSMT= O�SMT= - / \ \ / u :. 9� X d WALL \
SWM FACILITY & \ 616.08 BSMT- I 6 s O z
ACCESS EASEMENT_ - -I-/ 10 PRIVATE 6 /\ / ' / / 6�3'41 '0 6o8.o8 / YD6 FFE 5 400 593 6k y \ MAINTENANCE EASEMENT
- - - DB. 3$2 PCr1 B-i 2 z \ VAR. WIDTH PRIVATE � 61o.74 �. io' PRIVATE / / g \ DB.538z PG.1 8-1�
3 9 8 S94.33
_ 614 I 3 Z DRAINAGE EASEMENT \ \
- � � DRAINAGE I
- _ -- -DRAINAGE EASEMENT I
z \ � _ WALL MAINTENANCE EASEMENT
/ z 8 9 y 9 .6:5 PG.i3
' _ - - YD1 K w GHT=6')9 \ -I / LOTi \ \\ \
PROPOSED DRY SWALE N 3 -•. _ - 8 1 - - -8--8 RO OSED WALL HEI / / FFE- 1 \
(MAX.( ,--- > h _ / 592 33'
• , � TVT6o8 - - - - - - / (�06 - � YD13M 6°a--- I Y \ " / I / z o° 59i z4.,
- 3 \ \ \ \
-' ---- - D1I - 590,
---Twee YD1 H VAR.WIDTH PUBLIC >0 9 \ /I z`+ \
_ 7 ,' \ j�o 00 5891
_ 5a .00 \ \ \
3 _ ) \ s.00sw \ \ DRAI_NAGE EASEMENT a/ 59033 LOT a 4i 57 \ \
VAR. WIDTH PRIVATE - YD13F ' YD13G - S9z { 59 `j" _ 59o.00BTW \ \ \
- - YD13E _ - J -->- 19' / / OT ssy.00 \ \
_-DRAINAGE EASEMENT- - - - - o - - YD13D 6 - - --� _ _ 90 - G.� 8-x zl 1� $ zo'�. i �9
- DB _ ' , _ -59 - sgo /FFE= ea oo sa 9 \ \ \ \ \
- - 3 6o6 --ROPOSED YARD DRAIN SYSTEM YD13J 96 0 ---- - _ T I 33 -ssso I 18 \ ; /,\ / 88. /s L \ \ \ \ \ \
65 i 57806TW \ \\ \
YD1 P N1I / - - � 1 5 33
�574=13W' A
_ - - - - - YD130 -5 2= --✓ \ - \ 9z.00 / I`FE= 5a6 00 saa 7 I lii I 5a6.00TW \ \ \ \ \
YD136 590 - ���� 9T 5 / / 'LOS LOT g -L T 50 ' I 586. 3 6 \580.o0BW� \ \ \
& oo i VAR. WIDTH PRIVATE 59Z / L��4 FFE= FFE= - FFE= FFE- 3
/ p SWM ACCESS _ $ - s 9 DRAINAGE EASEMENT- 5� / ' z.00 59133
&FACILITY EASEMENT VAR. WIDTH PRIVATE - s8 s .oa - -= 5�Bz, P 13 1gz - T _'FFE= / 59z,67 __ Sg -BSMT- I BSMT-
/ DRAINAGE EASEMENT �7 BSMT= - -
' / - 59333 BSMT= /58433 6 zo' PRIVATE
DB.538z, P .138-1 i _ 5 PG 19z `� s /' \ LOFE FFE-o - ✓ 58z.16 { 581.49 '{- 580.83 580.16 { 17 • `
86 LOT SB E 593 5 BSMT= 58z.8 u /
592.83 /BSMT= Sg 50 1 s { \ s8z.83 - Sa=.ze---5aos° 579a3 -- I{ DRAINAGE EASEMENT \
FF? o s�x o �xsaz.33 eB.538s`PG�8a9� \ \
59 5 78 YD y / 57z.00
0° 5$ 75.00 LO L6o FFE= �583.0o s63 33 ' / _ nzs 5 gags 581.67 580 V A
FFE= 0.8 BSMT= /i5az.67 / II I _ -- - y 0 C ✓ o II \566.oaBW \
- 6 , 59 3 581.6
57, \ 88.8 BSMT-
8. \
\ 5 3 - 58i.33 �„ °' { 1- _.\ _580.47_ g.65 - 37 87 57 4 16A z580,. _- -I .00BW \ \
io' PRIVATE G1BSMT= 581.00
B
DRAINAGE EASEMENT TW 58G - \ 00
_ .538z P.38! 2 BV s7a - - LOT 61 FEE- 579 06g
577 57
_ I � � � 8 6
i
/ PROPOSED WALLS ( AX. HEIGHT=6' / - p65 _ VAR. WIDTH PRIVATE \ r s o.✓ / / �5 00 \ o - = i B - �5 - �T �Q \ PROPOSED WALLS
' DRAINAGE EASEMENT 7gTo' y -
-" .. _ - --_
- n- = 6 14 6 ®+ -' PROPOSED STORM \ (MAX. HEIGHT=6') \
DB. G.1 8-1 z YD1 J = VV -
FFE=
53 3 9 3 \ \ 1�'..�. _ '/ _. YO ^- _.,\. �- ' -� 16+So I "" SEWER SYSTEM / / .Ili \ 1\ \ \ \\
6 BwSeo / 57433-- 5766j 78.o p / / Lf r-X - -w-'- -W- / - 6 III \ \
/C -`, /' 566.00TW V A \
S�z r / 4. III 60.eoaw- - --
/ Bw ao - 7033 LOT 6z y \ \ \
/ ROP05ED 8" Y�RD LOT 63 _ ' r ;.I / / s or/ 5 s7sag s7fi.zz -- �- 0 68.00 W \
'I M <p sao.o _ / s7 oorw \ \
/ - 574.00 / / r r / \ 13 I / / s \ \
57550 i i :5 zg .i': FFE \
/ s73 67 Os73 =a \ \ \
DRAINSYS T YD1z FFE= / ' _ i"' / __-- Y �� / /574.00 \ \ \
/ / �m°' - � xS ---- �-- �° •� `� s79 � - I I � LOT ir v v V A
FPE= / � v \ V A
PRIVATE 'A / / \ \ -s7133 - / i 7/ `r�6 c �� % I / / 0 \ - \ / 'I I I �• /57z 67
DRAINAGE EASEMENT
/ ._-> \� �', \ - _ \ zo' PUBLIC, I I � � \ \ \
D .53825711�. - 9 } \ 56g -- _x a / / \� \ \ DRAINAGE EASEMENT I / 57o s S \ \
v� /.< 93 \ / w PG.i'S2�i z FFE= r I ss�:o sw so \
- 0 570;506 _ _ - ' .,�.576.68' � � � �69 6 � '1' .o , I \ \
/ / ------YD1zA -- 07s o / s7967 / LOT81 - L5 LOT83 / I 57 LOT1 6 z \ \
iI �y s7o.33 --- ----� v o PROP-------- a6v� T80 FFE=580.00 0.00■ 56400ew \
PROPOSED 3' DECORATIVE WALL s7o 50/ i :' SEWER SYSTEM - -
(NOTE: WALLS 3' IN HEIGHT OR LESS DO ° I - - - - \ 574` FEE= 58133 BSMT= 570.17 FFE= = 569 / b - - - - - -
y � � �rs�4.d6 / m,67 / / LrOT 74 T I FFE= 582.0o BSMT= 571�50 BSMT= 569.50 I I i /FFELO 17/ � I LLI I \ \
NOT REQUIRE RETAINING WALL PLANS)' I r FEE= \ BSMT= 57z.16 - L-0T 8r - / ° / 68 0o s6767
o - 5J0'33- 00
o /I n SRO io \ ,. / / / / FFE= 580.00 r VAR. WIDTH PRIVATE 5
- - - $so W g LOT 6 - - -57- / / 92 g BSMT= 570.17 DRAINAGE EASEMENT /
1 v
4 - � 1./ 7 / � - - YDl D; r- '/ I / \
(Om
DRAINAGE DESCRIPTIONS
PIPE INFORMATION
INLET INFORMATION
STR. NO.
CIA.
(in.)
LENGTH*
(it
SLOPE
(%)
INVERT
IN
INVERT
OUT
MATERIAL
INLETTYPE
Cub
Type
SLOT
LENGTH
RIM
ELEVATION
36
DIJB
CG-6
8
626A7
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
DIJB
CG-6
10
626.50
31
15
131.17
10.67%
619.00
605.00
RCP
30
DIJB
CG-6
12
611.75
29
15
37.02
5.13%
604.00
602.10
RCP
28
DI-3C
CG-6
6
608.25
27
15
15.67
1.60%
602.00
601.75
RCP
26
DI-3B
CG-6
6
608.42
25
15
49.86
2.47%
601.33
600.10
RCP
24
DI-3B
CG-6
4
609.25
23
15
66.62
7.19%
600.00
596.00
RCP
22
DI-3B
CG-6
8
600.67
21
15
98.58
7.78%
592.00
584.33
RCP
20
DI-3B
CG-6
10
589.92
19
15
38.02
3.29%
582.75
581.50
RCP
18
DI-3B
CG-6
12
588.08
17
15
75.76
T04%
577.83
572.50
RCP
16
DIJC
CG-6
6
577.42
15
24
27.79
0.90%
569.75
569.50
RCP
14
DIJB
CG-6
10
577.33
13
24
44.70
6.33%
568.75
565.92
RCP
12
DIJB
CG-6
8
570.92
11
24
120.50
6.29%
559.00
551.42
RCP
10
DIJB
CG-6
10
566.42
9
24
131.35
4.76%
545.00
538.75
RCP
8
DIJB
CG6
10
543.75
7
24
66.86
1.99%
533.00
531.67
RCP
6
DI-3C
CG-6
6
539.17
5
24
64.02
1.67%
530.17
529.10
RCP
4
DI-3B
CG-6
6
536.00
3
30
78.31
1.79%
529.00
527.60
RCP
2
DI-3C
CG-6
a
534.00
1
30
30.16
0.83%
527.50
527.25
RCP
26
DIJB
CG6
6
534.25
2A
15
42.41
1.77%
529.17
528.42
RCP
6B
DIJB
CG-6
14
539.50
6A
15
37.95
2.85%
534.00
532.92
RCP
8B
DI-3B
CG-6
12
544.00
8A
15
35.22
1.42%
537.25
536.75
RCP
108
DIJB
CG-6
16
556.42
10A
15
27.68
0.63%
549.50
549.33
RCP
16B
DI-3B
CG-6
8
577.75
16A
15
14.72
224%
572.75
572.42
RCP
30B
DI-3B
CG-6
12
610.92
30A
15
28.62
2.86%
604.92
604.10
RCP
326
DIJB
CG-6
10
626.50
32A
15
27.72
1.52%
619.75
619.33
RCP
44
DIA
CG6
-
641.75
43
15
186.10
1.02%
637.50
635.60
RCP
42
DI-3B
CG-6
8
641.00
41
15
178.91
1.44%
--- --
632.93
RCP
40
DIJB
CG6
6
637.76
39
15
174.25
2.71%
632.83
628.10
RCP
38
DIJB
CG-6
6
633.58
37
15
44.24
4.52%
628.00
626.00
RCP
48
13I-313
CG6
6
609.33
47
15
46.83
0.68%
602.42
602.10
RCP
46
DI-3B
CG-6
4
608.92
45
15
54.77
3.47%
602.00
600.10
RCP
54
DI-3B
CG-6
12
544.75
53
15
45.67
1.06%
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-313
CG-6
8
539.25
49
15
39.24
6.37%
533.00
530.50
RCP
66
DI-3B
CG-6
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
DI-3B
CG-6
10
562.33
61
15
107.75
12.44%
557.42
544.02
RCP
60
DI-3B
CG-6
10
549.33
59
15
106.81
9.13%
543.92
534.17
RCP
58
DI-3B
CG-6
a
539.92
57
15
48.29
4.97%
533.42
531.02
RCP
56
DI-3C
CG-6
6
538.08
56A
24
120.02
0.54%
530.92
530.27
RCP
56B
DIJC
CG-6
8
537.75
56A
15
43.70
0.53%
531.25
531.02
RCP
58B
DIA
CG6
-
538.00
SSA
15
34.13
0.67%
533.75
533.52
RCP
70
DI-3C
CG-6
8
576.17
69
15
28.48
3.16%
571.17
570.27
RCP
68
DI-3B
CG-6
4
576.17
67
15
15.79
3.17%
570.17
568.77
RCP
84
DIJB
CG6
B
559.50
83
15
28.91
0.52%
552.50
552.35
RCP
82
DIJB
CG6
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
CG-6
-
554.58
77
15
77.99
0.51%
548.75
548.35
RCP
76
DI-3C
CG-6
8
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
CG6
-
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
DI-3B
CG-6
10
566.58
91
15
37.69
0.61%
560.25
560.02
RCP
90
DIJB
CG6
12
564.08
89
15
75.94
3.16%
559.92
557.52
RCP
88
DI-1
CG-6
-
562.00
87
15
75.70
1.22%
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
DIJB
CG-6
12
529.58
101
42
48.49
0.89%
522.14
521.71
RCP
112
DI-1
CG-6
-
527.58
111
24
36.57
0.71%
522.50
522.24
RCP
114
DI-1
CG-6
-
524.50
113
15
44.85
1 0,74%
1 521.00
1 520.67
1 RCP
Lic. No. 035791,E
10/09/20 194
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JOB NO.
182157
SCALE
1" _ 3O1
SHEET NO.
9
GENERAL CONSTRUCTION NOTES FOR STREETS
ALBEMARLE COUNTY PROPOSED ," SM-9.5
OVERLAY
SURFACECE 1.5" 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
INTERMEDIATE 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
G S
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY INCLUDING
CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
Ex. STONE \ / / /\ \ /// / /\/\/\
/ / / /
SUBBASE / /
/ / / / / / / / /BASE / / / / / /
/ / / / /
\ \ /
9.5" 21-A
\ /
COMPACTED D��\/�
\ D\
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 TRANSPORTA710N (NODE). THIS PLAN AS DRA617J MAY NOT ACCURATELY
SUBGRADE
COMPAC ED
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
suecRAOE
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 CONS7RUC710N METHODS SHALL CONFORM TO CURRENT SPECIRCA77ONS
NO SCALE
NO SCALE
*NOTE: THIS IS A MIN. PAVEMENT DESIGN.
THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
AND STANDARDS OF WOT UNLESS OTHERWISE NOTED.
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 SXTA77ON CON7ROL 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
THE EXISTING PAVEMENT SECTION.
IT SHALL BE INSTALLED FOUR 4 FEET OFFSET FROM THE EDGE OF PAVEMENT
DESIGNEE Q IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, ()
GRADING OR OTHER CONS7RUC110N. SURFACE
COURSE
SURFACE 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
1" BINDER
INTERMEDIATE COURSE
6.
7
WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.
PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL,
MTO.
INTERMEDIATE
OBTAINABLE, LESSER SLOPES OF 3.1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION
COURSE
7.5" 21-A MMMMMIMMMs"
z1-A
BASE COURSE
\ / /\ \ \ / / /\ \/\
/ / / / /
/ /
OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A
BASE COURSE \
\\%\/j�\j\%//�\/�Oj//\
COMPACTED
S �%jam\/\/j�/\j\�/
8
SHALL BECSTRICTLY ADHERED
APPROVAL IS SUBJECT FINAL THE FINAL PLAT FOR THIS PROJECT EXPIRE
DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
\
COMPACTED �/ //A/A
SUBGRADE
SUBGRADE
ASPHALT
PAVING - AVON ST EXT
9.
SHALLPLAT
THESE P ASUBDIVISION
BEVALIDATION.
NULLL AND VODSHOULD
PROR TO SIGNINGAND RECORDATION,ONS
THEN APPROVALTOF
ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE
7RAMC CONTROL DEVICES.
8. UNLESS 07HERWISE 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.
NO SCALE
10.
TRAFFIC CONTROL OR BITTER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN IN THE OPINION OF THE COUNiY
N.
9ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA7ION MUST COMPLY WITH OSHA STANDARDS
* NOTE: THIS IS A MIN. PAVEMENT DESIGN.
ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER PROVIDE SAFE AND CONVENIENT ACCESS.
.
FOR THE C0NS7RUC77ON INDUSTRY (29 CFR PART 1926)
ASPHALT PAVEMENT SECTION SHALL MATCHTHE
11.
THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPHH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
EXISTING PAVEMENT SECTION.
12.
VDOT STANDARD CD-1 OR CD-2 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
13.
GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
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:
1.5" SM-9.5
SURFACE 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.
INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
3"-4" BM-25
INTERMEDIATE COURSE
ROAD NOTES
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING
COVERED.
h - ,..ai"- a,'.
6" ASPHALT '� ' ..v.
'� �'
5.5" 21-A
BASE COURSE
/�j////D�\/////D/�%/%/Oj
GRADING:
/
\/ A A
COMPACTEDjA��A
/
III. CONSTRUCTION OF THE 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 AND CERTIFIED TESTS,
>
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 BEFORE THE PAVEMENT STRUCTURE IS PLACED.
OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
No 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.
FlNALRNSPEOCTIONPAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF
7" 21-A
BASE COURSE
DRAINAGE:
THE
COMPACTED
\/
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1)
vACHOCON ONE WEEK PRIOR TO
SUBGRADE
ASPHALT
PAVING - ALLEYWAY
FOOT.
ABOVE INSPECTION.
EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
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 PANS.
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 ROLLTCUROP
CAL FINISHED GRADE GG 2 R
CURB
PAVEMENT: 1/4'.1' 1/4'.1'
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE
MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS
APPROVAL THE PROPOSED METHOD OF CORRECTION 4Ar'
(VARIABLE WIDTH)
NOTE: CONCRETE SHA
BE 3000 PSI AT 26
4N CONC.STORE
DAYS OR STRONGER.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 4r 4" 21-A STONE BASE
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I 2'S (TRAVEL LANE) (TRAVEL LANE) BASE CONCRETE SIDEWALK
I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 17' E/P-E/P NO SCALE
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS ' PRIVATE E Roao R/w
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 SECTION - ZZ PRIVATE ROAD
PAVEMENT DESIGN PRIOR TO INSTALLATION OF THE STONE BASE. (PRIVATE ALLEY)
15 MPH DESIGN SPffD
NOT TO SCALE
J T
5' WIDE CONCRETE
SIDEWALK
CG-6
CURB &GUTTER
POINT OF
& G
FINISHED GRADE CURB UTTER
SURFACE
5' MAD£ WALKCONCRETE
SIDEWALK
3' 1
EXIST. GROUND
3t 1
EXIST. GROUND
2X
...
6' PLANING
S4' WOT 21A TONE BASE STRIP
I
2X
4•2, _r
S
BASE
2X
/•* Z,, .• r•
SUBBASE STOWE
BASE
2%
6' PLANTING
STRIP
4' VDOT 2fA
STONE BASE
EXIST. GROUN
3�
EXIST. GROUND
r I (TRAVEL LANE (MEDIAN) I TRAVEL LANE I ,
R/A'
TYPICAL NEIGHBORHOOD STREET SECTION (61 ' R11F)
ENTRANCE OF DAUPHIN DRIVE (PUBLIC ROAD)
CS-SSAR RESIDENTIAL USE USE SUBDIVISION STREET DESIGN SPEED.- 25 AfPfl
CPOINT -
5' WIDE CONCRETE CURB & GUTTER FINISHEDSHfD & G GRADE CURB UTTER
SIDEWALK 5' RIDE CONCRETE
'T) I SURFACE SIDEWALK
EXIST. GROUND 2X 2% 2% 2X fA7Si. GROUND
GROUND
6' PLANTNG .•..
STRIP 8' PUNTING
4- VDOJ 21A STRP 4' VVOT 21A
EATS
STONE SBASE F 4S�J BASE SUBBASE 'IS�T• STONE SASE
EXISTBAg
p,5 10' lo' ] 2,5 6 5 I
(TRAVEL LWE) (TRAVEL UNEJ (PARKING VANE)
RAY
TYPICAL NEIGHBORHOOD STREET SECTION (56 ' R%#r)
PORTIONS OF DAUPHIN DRIVE (PUBLIC ROAD)
GS--SSAR RESIDENTIAL c& MIXED USE SUBDIVISION STREET DESIGN SPEED' 25 MPH
PARKING ON ONE SIDE ONLY
CG-6
5' WIDE CONCRETE CURB & GUTTER
SIDEWALK
CG-6
POINT D CURB & GUTTER 5' WADE CONCRETE
FINISHED GRADE
J A
SURFACE
SIDEWALK
3.1 \
EXIST. GROUND
2%
2X
2%
EXIST. GROUNd
6' PLAIHING
STRIP
T
4-
4• T
STONE B SE
2
E
SUBBASE
STONE
VDOT 21A
STONE BASE
EXIST. GROUND
E
S>DW
BASE
BASE
EXIST. GROUND
5
L°
ID'
(TRAVEL LANE)
lo'
(TRAVEL UNE)
5
5 Lo
1
24' F/C-F/C
R/W
TYPICAL NEIGHBORHOOD STREET SECTION (43 '
BERIYYN LANE (PRIVATE ROAD)
GS--SSAR
RESIDENTIAL
a@' MIXED USE SUBDIVISION STREET DESIGN SPEED.•
25 MPH
ON -STREET BUMP -OUT PARKING ONLY
NOTE: RIGHT-OF-WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES
CAL
R
R
5 WIDE CONCRETE
SIDEWALK
C& G
CURB &GUTTER
CG-6
POINT OF CURB &GUTTER
FINISHED GRADE
5' WSID CONCRETE
SIDEWALK
J j
A 1
EXIST. GROUND
2X
2X
SURFACE 2%
2%
EXIST. GROUND
'a 1
Jr.
I' 4' VVOT 21A
6' PLANTING
-:;:•": ''
8' PLANTING
STRIP
F4STRIP' VDOT 21A
STONE BASE
4• WIDE
I
4• Or
STONE BASE
SEINE
SUBBASE
S f
EXIST. GROUND
BASE
BASE
EXIST. GROUND
ID' � IU NQ
(TRAVEL LANE) (TRAVEL UNE)
49'
R/W
TYPICAL NEIGHBORHOOD STREET SECTION (49 ' R/r)
LOYOLA N'AY (PUBLIC ROAD) AND POWTIONSY OF DAUPHIN DRIVE (.XUBLIC )?OAD) AND SHERIDAN STREET (PRIVATE ROAD)
GS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEEB' 25 MPH
ON -STREET BUMP -OUT 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
Dp
Dauphin Drive (Pubfie 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 1264
12
1284
4
4
10.38
SM-9.5
2
2.25
BM-25
1
2.25
21A
7
0.6
10.95
L
10:1:
I
(WHERE REQUIRED)
TIED ADJACENT TO
i WITH INLET TOP
SEE DETAILS XS-3A AND MS -
PLAN
NO SCALE
YDOT STD. CURB A
DROP INLET (DI-3)
SECTION A -A
NO SCALE
`o
u
0 0
U
O
W
TRIP GENERATION -
1 11
=100' � .... ',+ rj,:SC0
HoCli
O DT 1oT3R. LINS� jN . 035791DT Mar LO 325/20 w4�
R1fl3in ----
Rtfl6n
2
!�
_
-------`----- --
Bullders OpBon: Area may be Fanvete.
Boft., of curb may tall. idape o1
Cept
subLax provided a minimum
of ] inchos is maintained.
1 ft0 in I 2ft0in
Rolkop Curb
Slope break far
dro2toge, if req d-
� R- 2 Feel a
201A3 r W
G LLJ i
U CM
o c Back of Curb o
a ! LLJ Z
3 W. u W
- si t 110 I `/ to
O N Ili E I I f I 1. THIS MY BE PRECAST OR CAST IN PLACE.
REM J
O iil I ! 1 I I 2. CONCRETE TO BE CLASS AJ F CAST IN PLACE.
LL •1 M E I I I 4000 PA F PRECAST. °. Q
�'--�I r R H �� U
3. CURB MAYIRC A RIDNS Cf J00 FEEL Gi lA5
ALONG FACE OF CURBM WILL SE PAD FOR /5
Buick. DEPTH CURS.
O 4, r1E "DOF CURB ER BE REDUCED
BOTTOM
AS MUCH
A•,
COrI$lf. c /5 J' (b" OEPTHI OR INCREASED AS MUCH AS p.;�p.;
3" tCUR WILL IN AIDES THAT THE SOT TOM
Joint OF LIP® WILL CONCEDE WITH THE TOP Q A : • :'
OTH OF THE PAVEMENT O SUBSTRUCTURE
m
OTHERWISE TIE DEPTH S TO BE 1B" AS SHOWN. ♦ .°. LJ- / ^ O
c Flo NXAISfIENT N THE PR MIS TOE III
FOR A DECREISE OR AN INCREASE N DEPTH. !A,
klairTFine Edge of Pavement 5, CG-2 IS TO WE USED ON ROADWAYS MEETING AASUR.F'
CE
THE REQUIREMENTS FOR CGI AS SHOWN N W < N
APPENDIX A OF THE MT ROAD DESIGN WN4ML. • T >
Drivetray Entrance Warp Transition Roll lop curb IN THE SECTION OH GS URBAN STNONSIS. .A.. -.
BARE ® U
p.;•B-;•p ® X
m
Port Plon of Entrance Transition '•° 'A C)
FIGURE 7 -ROLL TOP CURB ENTRANCE DETAIL
N t
+
� � Lor I
/ 26
1
-
c�
Z
W
LOT
25
I \ LOT I
24
Z
ai +JYLJ
I LOT OT '
J
J
0
DISTRIBUTION OT LOT L°,�
0
I1 8o%RESIDENTIAL 6 s °T
�\�
o
1 So%COMMERICAL rT I
P
TRAFFIC`o
C,77-gi 1
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F
N
BLDG
a
,
N
E
ROCOW, Return
WOFp curb profile 10 match
drivewDy entronce apan 5rode
within 4 100, each 91 OI OyrM
above invert line.
or.. Entrnnce Apron for Rolllop Curb
Part Section A
FIGURE 8 ROLLTOP CURB ENTRANCE DETAIL SECTION
DISTRIBUTION M � 0
` TH l l . 1 CD CD 0 CD -.
�- - 20/aRESIDENTIAL L -------- o
So%COMMERICAL
TRAFFIC
L9:'..
TRIP GENERATION CALCULATIONS
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) o
ioo MULTIFAMILY HOUSING (LOW-RISE) - CODE 220 t
io,000 SF COMMERCIAL OFFICE SPACE - CODE 710 (PHASE II) M 3
RESIDENTIAL COMMERCIAL (PHASE II) N
ADT: 732 VPD (366 ENTER/ 366 EXIT) 98 VPD (49 ENTER/49 EXIT) n
AM PEAK: 46 VPH (ii ENTER/ 35 EXIT) 12 (io ENTER/2 EXIT) a
PM PEAK: r6VPH N6 ENTER zo EXIT 12 z ENTER io EXIT C" >
J
NOTES N Woo
AS-o
VJ 0
1. THIS ITEM MAY BE PRECAST OR CT IN PLACE. m
2. CONCRETE TO BE CLASS AS IF CAST N PLACE, 3
4000 PN l� 1 IF PRECAST. \ 1 m
J. COM9NATIDN CURB W LATTER HAVING A RADIUS N w
OF 30D FEET OR LESS MOM FIDE OF CURB) _
SHOLL BE PAID FOR AS RADIAL COMBINATION
CURB 6 GUTTER. O
4. FOR WE WITH STAMU ED OPEN -GRADED gtNNN£
LAYER, THE BOTTOM OF THE CURS a GUTTER
SHA I BE CONSTRUCTED PARAL TO T,E S OM 6
OF SUBBASE COURSES NID TO THE DEPTH OF s
1{ THE PAVELEHI m
ILLOW
5. DESIGN SPEED
C AS S FOR N USE OF A OF w
5 BASED ON ROADWAY CLA9SFMCATIM AND LU a
IS
SPEED AS SHOWN N APPENDIX A N
2" P THE ROAD DESIGN MINIMAL IN THE SECTION p
OFl GB LRBNI STMDAIIDS. J
D. \
U) L • 4
b /`^ Z J c
TP ` /
LULU G' O
I LV 3
--- TIE BOTlON OF THE GAB AND J 0 a
e• 2' ' DUMB! ANY BE WISIAVCIEO 11/LU
U
PARALLELTHI TO 11E SLOPE R L.�
91®A9E CM TBE FROVAEO A 3
H EA MY BE TWICETE 6 MAINTAINED, T •
z 06
AT THE O
AT OPTIDN p' IE CONTRILT011
/ /'�
J 4
L / m
W Y J o
I� O >
�_ > z
WECIFRATIIX!
EFEREHCE COMBINATION 6" CURB AND GUTTER 1V�T r�n O
POD ID BEOGE STN DMDS v' J Z
105 RERSON DATE SHEET I OF 1 Ul
-
502 VIRGINA DEPARTMENT OF TRAMPORTATICN I�
0
i C
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
105
502
IIIIIIIN
STANDARD 6" CURB
ARGWA DEPARTMENT OF TRANSPORTATION
ROAD MID BRIODE STNNDMDS
I-
W
W
W
ce
_
d
U)
JOB NO.
182157
SCALE
AS SHOWN
SHEET NO.
10
I
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 EXISTNG SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2R
(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.
SALT
TREATED
FINISHED GROUND
2 x 4
MARKER
PLUG END OF -
MAIN LINE-� I SECTION SERVICE LATERAL
IN DNE WYE-TEE
PLAN
VARIES
e
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD-33
1" COMPRESAW, X 3/4" MALE RPE USURPING
OR AFAND. EQUAL
5' MIN. VDOT CLASS 1
RIPRAP
.fl' MIN.
8" IPIPEI 6" 8"
0.0, S
FTT6" :.
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 0
1
/
A. I- E' IPLUGBEDDING
3 STONE
OPIPE *STABLE SOIL ROCK
L�jD.D.
iz' SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL FO
R ALL BENDS FOR TEE OR WYE I
SECTION A -A STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND WIDEN TRENCH TO
NOT To SCALE THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF ANCHOR IF
ACCOMMODATE
CONCRETE ENCASEMENT _ _ _ _ _
#68 STONE. REQUIRED.
45'
LENGTH (VARIES) m1° BEDDING AS M
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION REDUIRED
� MATCH EXISTING PROFlLE � 1 _ ,. d
VDOT NO 1
TIXdE BEDDING
INITIAL BACKFILL
-....-. ....�A I MAX.
BANK EXCEEDS 1 TO 1
\ N
1 ` UNSTABLE B„ a I s" INITIAL BACKFlLL 4 NO T
SOIL MI MIN. I B
IN MMIN. SECTION 1-1
68 STONE
•'3.0' MIN. ••'•' •' � n .., ; �£+' -GRANULAR FILL AS x-,,, •
A •�'-7 '.'Ar APPROVED BY ACSA /� ' - t.. •.: \
ST L cK STABLE SOIL OR ROCK,
.;ti'.:': :�: :.. •=.: •,:: L•' ;:;ti i::::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 ENCOUNTERED5 BELL H
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YO.
BEND
L
H
T
L
H
T
90
2.50
2.50
3.01
0.2E
4" & 6'
45
221/2
2.00
1.50
2.205
2.00
2.60
2.52
0.15
0.10
2.00
2.25
2.50
0,15
11 1/4
1.50
2.00
2.50
0.10
90
3.66
3.16
3.21
0.48
8"
45
221/2
2,66
1.66
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
2.18
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
4.01)
2.83
0.52
22 1/2
2.33
2.58
2.86
0.2E
11 1/4
1,83
2.33
2.8E
0.16
ASTAI A36 AND) HEX NUT
ARTA ASB8 (1YP)
UNDISTURBED EARTH UNDISTURBED
2 - 3/4" DM SOIL (TYP)
ALL -THREAD ROD
WATER MAN
xFF
J ® ws
'AL" -/ 3
RMWA.
24"MIN
UNDISTURBED EARTH ELI
III �CVSS A-3 CONCRETE
MIN
8" Ft uNdsTURBEo
SECTION
NOTE:
I. ALL RODS AND FASTENERS SMALL BE GNEN TWO COATS OF ASPHALTIC PANT AFTER ASSEMBLY.
2 CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MNIMUM
DIMENSION SHOWN.
3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS
LARGER DURING CONSTRUCTION THE COLLAR DIMENSIONS SHALL INCH
ACTAND COVER EQUALS OR EXCEEDS 3, THE TRENCH SHALL
BE BACKFILtI'D WITH COMPACTED 21A STONE AND TOPPED WITH 1B" OF ROOT CLASS i PoPRAP.
- SHALL BE DUG OUT IN ALL CASES.
1. THRUSTBLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES
EASE ACCORDINGLY.
SIZE,E,DEAD ENDS AND AT VALVES.
SEWER
DUCTILE IRON WATER
2. USE 2500 P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON APART OF THE JOINT.
CROSS ANCHOR RESTRAINTS FOR VALVES
TYPICAL STREAM CROSSING
PONSIBLE TO THE VERIFY THE TYPE &SIZE OF
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE
N.7.5
PIPE INSTALLATION & BEDDING
ALL THRUST BLOCKS.
NTS
FIG. S-7
NTS
FIG. W-2
CONCRETE THRUST BLOCKS
NIS
FIG. W-3
Fig. W-3c
TD-38
ro-z
TD-3
TD-6
OI v
1' TIES .1.
9 mPPw
FOR USE AL ATTAFF£D RCRIMEDUAL
FAMILY
RLSINNnAL smMEs DR Dual RESIDENTIAL
AND 'RIGAnON $ENTICES.
ISn•X1• TILE 36"MIN
24'
8"MIN
NOTS EMBEDMENT
NO SWEATED Ornxcs
r SPRING LINE
OF PIPE
AWING BACKFlLL SHALL
CONTAIN ROCK MATERIAL
GER THAN 5" IN ANY
(NSION
� AL BACKFl* LL
LIFTS)
THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
COVER LIFT NOTCH
12 3/8"
r WA"
4" DIAMETER BRANCH
AND VALVE � -
VARIES
BOX
PLUG
AL
�\
AT
2500 P.S.I. CONCRETE -
BLOCK AGAINST r_1
UNDISTURBED STABLE
SOIL. STEEL PILE
WHEN THE SOIL IS DISTURBED O))EN 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
TD-8
FRAME & COVER
(SEE FIG. S--1-D,E)
SLOPED AREA
STREET SURFACE OR
NON -PAVED AREA
ig Mi'
1'-O" MAX
6"
PLACE 5' GALVANIZED " WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
TO HIGHWAY DEPARTMENT APPROVAL
FINISHED GRADE �
Lic. No. 035791,E
09/25/20 194
u i ADJUSTABLE TRAFFIC RATED
VALVE sox W/ LID
t---tom I M.J. GATE VALVE
�III� �III�
2500 P.S.I.
CONCRETE.d a 2'X 2' BEARING AREA.
THRUST BLOCK
,w
a,
z
J
° °
U
DO
�
NOTE : IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
/A
W
Z
_j
J
v,
~
z
o
1
TYPICAL GATE VALVE
T-H
2
NTS
U
..
FIG. W-5
W
w
K
TD-9
1-
z
3000 PSI CONIC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" : 1' MIN
O DUAL SERVICE RUBBER COATED STEEL '
HAUNCHING CAST IRON LID WATER MAIN) RESTRAINED JOINT FITTINGS 3'-0" MIN `
Y COMPRESSION • 3/4 MILE PIPE GOURIHG No. 68 STONE STEPS CAST IN PLACE ; _ • F
DR APPRovED FWAL 18" METER 80X .
�FE Pm BEDDING 6" min PRECAST REINFORCED �� .-� ' _ ON 0 0 0 0
4" min
FOUNDATION (SHALL BE ON-LINE CONCRETE SECTIONS WH° 16" MAX Y I BRANCH Lu N
( „) 0" RING SEALS 12° l ) ¢ N
Qo REQUIRED EN SOIL TYPE ' B MINIMUM ELEVATION
RELEASIDENTIAL
uNTAL OE SA IRE A FAMLT CONDITIONS ARE UNSTABLE �` .--I o 0 0 0
MESwmnN. T PREE INHERE AN ImwanON ALL PIPE) /� ,• FFROMR NILET ACROSS 5"
MLTm IS NOT Fno4mED. 11H/ ti
SINGLE SERMCE tiry 1N 1(
0 SADDLES LI SE USED ON Pvw PIPE.
NOTED,� VARIES THREADED COUPLING SHALL BE 0.20 FEET. CONCRETE VARIES 4 2"
T-Lasr WM In 18 PVC SLEEVE O BASS NIPPLE AND PVC CHANNELUI FMUTT TO BE 1FLLETS --
LUBRICATE ALL THREADS CON DIAMETER OF
NOTE 6" EXTENSION I CONTRIBUTING ='°=--
PNsxm MADE THRUST BLOCK SEWER. E
tr-1s 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE "°' , METER BOX (SEE FIG. W-7
SMALL m 6 ) A FILLETED INVERT OR A SM00 T ' " A ' L9
BACKFILLED ENTIRELY WITH N0. 21A STONE. �/
SMALL ME,ER (/ NOTE:
(• Box 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED PIPE sLo7 VALVE TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION O
WITH STAINLESS STEEL ALL CONNECTIONS TO
" AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF INC. 68 (2 PLACES) No. 57 STONE INLET &OUTLET PIPE SHALL BE MIN. 6" BEDDING BAND EXISTING MANHOLES SHALL
MCI MARL ,APrmsrmR STONE SHALL BE PROVIDED' PROVIDED.
1/8 am MI 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
J M.J. FITTING 2" PIPE SLOPED NOTE : W/ NO. 68 STONE w BE CORED AND A FLEXIBLE
BEDDING OF NO. 68 STONE TO DRAIN IF CONNECTION " BOOT
METER - GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE INSTALLED
2" BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 0 ® M
C°XPOP'`n6N S10p ';,;yu °? Mrm. NOTES: VARIES VARIES
,`3•+'^'"- _ ��" 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE O
srNDMDusr uxEw L:,'(R.A (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. �•.P, 2" THREADED TAP EXTENDED OR NON -EXTENDED BASES. N
ROx AM SETTER (Y-NCX 't'' L`mc AMAIN wp:[tmPm°rY WATER MAIN ANO VALVE
MARINA 1xIaT (C '"`M.N?•,` WED. YJn. xa sT /IoMECAn: ARE SAME SIZE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED
TYPICAL SEWER PIPE PLUG
INSIDE AND OUT. TYPICAL MANHOLE PLAN 0!
z
TYPICAL SERVICE LATERAL INSTALLATION INSTALLATION IN TRENCH TYPICAL METER BOXES DEAD END TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN
(5/8" & 1" METERS) NTS (5/8"-1" METERS)
(TYPE "A") SHOWING BRANCH TIE-IN o J
NTS FIG. S-3 TYPICAL BLOW -OFF ASSEMBLY N.T.S NTS OD
FIG. III FIG TW_7 FIG. S-1-A - FIG- S-1-8 N W
TD-34 NTS
TD-10 ro-13 FIG. W-e TD-25
TD-19 TD-27 W Q\ _
aE / �/ ' ^
m l ,
I EMY FmFRMLs y
Wr _ PRVLUE"r rw OF wr PAr Lens F arnc:L) C `�I I•�•
l NUMASE Wulf, PPE r0
gulf, M.
A.ME LOI LK CLHJY
MOT ICE DRAMATIC FRIEND "D ANON CONSUL WE UNIONIST UNDER RIY M M BIER
0 Ml PAYTDyWZfR
CEORRTLF MMW2 F. -Y P Nr
EVEEr 1 a A M COMBINATION UNDERDRAIN LINE AT LOWER END OF CUTS
PAVEMx _ - P AExr CENTER LINE SECTION TRAVR LYEs i'y /
tCMM - .•.•. •.•-•. I.I. tYH IS[L[°r WrgV.,
- DOA® ...:. •• 5.
me wrf t Rs] ,xaawARTMETTALLE wrE�Re SLB6nICF DU LET Art TRENCH PLACEMENT E°a OF I.D.xr vn Wre FOR
VItN16'
Y•.°" -O- CLASS LENNOR Re NISI MlE¢ArP. Re • ACHEz/zzzzzzzz ~ PRvbLNr SIMMS i SAY I. OF FILL 4Cx
vMv9,E M.•Derw,1 REa -T. AgaEWrz DR. e P r- SLRMSE /
4A35 IE . Re
BEEN. OF PRKO 9MI1ffR1 ONADAIICN RECAEMM. _ e -..I ... IC2 WLX I
PAVED SHOULDER SECTION CURB AND GUTTER SECTION :`-0,0 Par A"am Pe AAMEGNTF M EWN-S
¢Asi YETW Ye LRMANE EOIMEMxEb PLAN VIEW
H-I - I« EDrznAE ° HUE FMRC (PLACEMENT OF CD-1 COMBINATION UNDERDRNN)
OR
f PWELENI SAKI a BASE
-A9R•bE OR Cn4M I'ABL C° SUS-
.T..-e r.1 M. rYRxal SLHMMC
AILS OF Pm. LIMCE OE AEU.
/GUESS RWLE® LESSF 0 1
UKaVEO SPODE ^a-MMcxsMLE UTA'Vm SPJLE J J
ON 7" (25mm) DM HOLES
ON 32 3/4" (834mm) ORJ
BOLT CIfFCI;. 2" (51mm) LETTERS C\I
ExirR"Ar<E _ i O (RECESSED FLUSH) �1
IF
0, 'EO LIMITS OP TIED. z J
N -
U) E55 RWTE® Wx iR'vERSfBLE- ACCESS RWTE® LZSmm] 11 1
PEDESTRIAN ACCESS ROUTE DETAIL WITH IIID (2) CLOSED w ~� Q
WITHOUT UNPAVED SPACE r SPAN q9y PICKHOLEs U
IDDITIaJN R,],i-C,-WAY IS RE RED f rK OUTS �(j[,, OF PIC AN Ca l I.. ROUTE 1 OFF wAYCLYG1O D [38mm] O 'uj
Ex6rINE M FROroSfL rmi
M ITITRIw'L sE R°uII wmmE' ECE z T � W � RSTRIAN AC ESS III M SLIP REsarMll
Vpi0 BY TEDI ING . ACQ44BLF FLEYFNT° 6 ♦ ie Po4e4o: o O
IOIUIY CM M A FCCXEO EXTEND Nw
USED Rr PEDESrRIMCS F OCLE55 ROUE IS MJMENI
TO O.mL OF CURE..... ww IN CF.JLO SE E. SECTION F-F -4 :9 L••�n O 0 / A'%
IP TO 6R]W W r0 EL80W •.. - - ICEMM M LIME Sr MYZLD, THI ,'LAIN ♦ IF INC ES+RiAN ACCESS ROUTES ® E fiEM= 2- D" O Ln -I ET'1 � � v /
wE ¢ PF1F°pArm s• Rnor wE PFR,ck'rm 1 .... PRmIrcO,A urERUA .' MALVERSI$c BOTH
H W III W (2) CORED
WNME=TA 057 AOaC°ATE. •b ACCREwTE M CRUSHED 5 RFWREO Min'... Yx CROSS $LOPE. - CD PIG•KBAFS I R
QorzxtEE pp3 Mf1N6 NS CPMA+IPI RE0.NOExrS. O E E r
va-IEss AamEwTE MNMDE GENERAL NOTES
OFM AT RrEG11M TiOg1 IN " "�¢ Y.- II••rr ' °' ': T 1 1/B- (29mm) OR ASS 1
M YAIER ROE aW,tlE t UKESS STIECF%YL. ISMATED LMWATMI Y°E ARAM WLL NOT YE JU
OCARO AT THISPaM Mn, NTH ..0 M SILYIbE ME STJO . WHEN USED IN WnAJxcTlgl '.NTx STANDARD
KN FERaPTFU a. M. sxMl Y ,IRJFl MTx Aea[aR NIO +MRdt. »YEN T. +O PMAA:LIc sipDOARD Cl 1, THE
"IL!OflJU3iEp To MATCH THE Y E� O
WrLET PPL UMCJL) uSWE COMMIXTRUS SDEwUN RpYIrA°IE CURq CON.. Xp •op 4 F• [ 1/'27 E1
c cTR�O"WMR F� aRKT NON -PERFORATED OUTLET PIPE e - cxe P6. wox TO IN. aMCE ` Y S ION E E 2 [ 1/2' DI 38mm 7" ui
]. OUTLET WE SHAL Ep AT iM Ea£ OF iM TRAVEL WE PAVEMM M° ___ 899mm
CONNEC
MALL E RM£D Cx A CRANE TAN IFL r0 1K 9IIXLUM EWE 2 x Y". IS x NORM° GOTTEN
u• WYE EswMLn ACME A SECT 26 1/4' dA 7
+. alM Ytl attTnl ac1DXs. rKE rt w Y4SYLL i T AN AND. - z �� [667mmJ _I [778mm] 1 1 2' I- `
wrliTs FOR IRIEwRrs, THEY ME ro E taA+,A SO .� +o ""rnrN INTO []WTI . a^ I� 2fi" DN /
Yy' WM. EOM WiH xETs M MMwLLs. ve AeGga- "A= CLASS AS (HEST cOXc. fr [gym ] [38mm]
M• EIH]Y L O: iA=cfv9i EL mflG ¢ +O E LNFA EMIE PAVLMNT AREA B ACCR eASE n T 3 IS ZIR AL_
ISo
irPsiu rR,H Wnn PIE M w":'DOE NAY. " 3,-0„ ..:. 1/4' (6mm) DIA 3 1/B"
a. Nvu1 Euv.1. Ar OIRIET EN) M WMfr Art r0 E A LMM4 M e-o• A®VE IYx YM. $LOPE ®PaxT E WADE cRuxE 'a. .:. 24 DIA NEOPRENE GASKET [79mm]
xvmr EYvnlw M ECDNNc MJNUE Ma M sTM<TISE. C606mm (/�
OUTLET PPE L r0fl CURB
UD cuTTER Oxv W 'A .'e..':. e. O j `/ /
Lfl
q MAIL NYILL iY=MER MINI - IL%S >. M LONxEC 19R° ELO>Re WYLx EIL.R M+RM PA WTx iM W1LET PPE ML TO z ,
E fl TK SNRE RYSxNG $1RERp1N A$ rK OUTLET PPE. fOfl SIEWhN CLPB MO WILE i YJ %YAYIYUN MCREA4: M SLaE Ai YNWY q' MlERV43 bo.e.5.4 / 2B 7/16' OR NNN IE°ICD ACEI TO ATTM 0-YAO AT SS EEL ECMN. CULT CM WRRENILY !` 1r
r. Ry.ptEF ,K t0 E ELIRY COR[CRO ttR LW'IIM OIMR gRMY6 z z z S 3 WSIW" D .". N 4Mf FM PMS, w' INiETJK MO � C/22mmj [i Bmm] [2
3
4Rvm]x' IzeuE. SECTION C-C e x uex,.AY DECREASE FOR 410EEOMG MINwY Is NTCRVr SECTION D-D
LuMcaFlc rwx srccn-cArIM sEcfEANM W DR
�°� STANDARD PAVEMENT EDGEDRAIN REFERENCE STANDARD COMBINATION UNDERDRAIN R°° E ^EFE^E^=E STANDARD ENTRANCE GUTTER �v� L9++mm7 2s" CIA w
BOAD ANAL CROCE STAWM05 Yb RO.M MM RAOLE sTMLMOs GASKET )
3„[Er , N 2 REVS- DATI YSR EY veH (AT LOWER END OF CUTS) Yu o.o. OF GASKET c600vE /•x/
em bM SCUT
EvSM DATE SHEET + FRAME SECTION SECTION I..L
IDe.M vwca.. DEWMTE.n M TRUacRTAmX .� De,y 4n
VMPYP EPMTENi OF TgMSfgRTPTOX Ol/15
M- Y ..ID AMEN A PEEE+MW ACCESS nW+E W R J
CTOTOED A MMRCAL ENTRANCE / A
M.
a"•T'°'° REw „
TVE M Arc
W 1. e" x°X.gYFrE
S,MOTX N°L NC
.ICJ
suobrx ru E
ro PA xxx
ro PA xxxCD
ml/JN VCIY CIVIL VITA GR Of OCEECR IAVPIVI I IVII (JVIyC LI, LV IJ)
G:T+iiTRPL ruR
�wD`"TII"'E'F's rtEr:""""""`
1.
WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA
°" . FM M a M u
"` MISTEET MTIIDADH SAM SINE.WMC
GENERAL NOTES
�tAE
IRMNS i0 E AS W M MMNWE REILWAY (SEE WE U
RAIN d1.
U'm X
OFFICIALS AT THE START OF THE WORK.
RL Cd°NAiIM WLFISRNI
,ryf 1 IM 91MAlER LW
-°°"_° IRXYA io BE tl
--� AIEMI ON PLAIN)
OONNCC THE O"S TAUTONWTHIS3STAANDARD 15 IO
E AT RE
i0 MATCH TAUT ONMpMi01LE aAB
ELH M P"vpgrF
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
I TRAVEL L.Yx3
coMBr+AnoN lMOERDRaN CD-2 ON FILLS
•I
�
Z. SEE SrMDMD LC-IZ FOR CYRB RAMP ESIGX TO BE
FOR THE PURPOSE OF IMAGERY COLLECTION.
CENTER LINE SECTION
R LINESELECT SECTION
1
--- sIEwUN
R"
Rem MITI MAR STANDARDCARO.
Qem T
mE E PAY EIT
j54 5 -
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.
Rd ER MK
°w" n EN
a 1. LT
OW LW
a. THE
MEP � SY.CA°O
THE"°" PLACEMENT
---- +-----�
WW IC(CCII'T VARLIZAIrOW
EOVED FM MENTANI ENT wNLH M E
THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY.
T%%%r%%%%%�-PAVMEVr
E E 4
JgNT AOX ,�i• I
OMTRO IX iK FNTRMCE.1
4.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4RML . BAY
1°�`
a e " e e n 1-°IY"Y
I YLS M PAY FOR
..I R£
JOINT
_ _ .NpNi
NOTE�CHIN ONFMN M AS RMKHf RObWM
sx°wx EX TrvDa YCTDN.
4. OpN CGS@ OR CBMBRATIDX GU"B AND GOTTEN
iH4` NOT E CONSTRUCTED °EYE"° THE ON `NE
EACEPT FOR EPL•CEMENT PURPOSES.
.e--
.. .. - .e. sE3ECT uATveE rwExME
PLAN VIEW SHOWING PLACEMENT OF
Afl`
5.
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
M° D ECArz .B cxwTE MaNAED
CD-2 NDERDRAN
PLAN VIEW
ENTRANCE NOTES
0 M2�N�M MMATION EpEEE Fe.
6.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
E°s I
OR
NON -PERFORATED OUTLET PIPE
5. WHEN THE ENTRANCE MET LMNOT,LLOYJ°DATE THE
TURNING EDARCMNr5 OF NJTIwATm KMY TRUCK
FMgD
MMYff ROIOWAY SLP4
C THE OEP1M ,CW SRWKN L C. CAMPS
tK LWiS OF TK RAESHMD E
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
OUR
ID'PMf IC CURVE IENTRAUE ONLY,
fEEf OF PAVEMfM DR BS MM 0
MIN
GREASED TO Z.(SEE GG-13)
EvmxU FLEW LK MMe u
®---
°
PE°�°E° KgM°g
FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
%T/T%T%%%%t-PA... AIRry£ 5 BIS
�xNu
EE
4AVtNC READ..--= NDIE 11
iOA�°VOEOmNE °RA"�`
II. U
I. ENIRMCE.
8.
ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
J �
oo a a a e ` ¢ mMN 3F E ffW ��
--
°ONi� C ® D
E. ---
D
]. K DESIRABLE AND MN1YM ENTRANCE M•yE CHANCES
THE DURABLE ESED All THE RE NOT E mTRAJME ERNE
iODLE. rHEE VINES MF NOT N4LDPAE 10 s1REEi
•••• a -YECT -OCTAL TYEf M A.B:XiNf
1 . M USE STMMZEW
•••• °�EMN(ro
SW' "E
CCHECN 5.
9.
VALVES ON DEADEND LINES SHALL BE NODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
. MABwrz..O N�Ew*f °^aDBm
»»N"� 5"°M`D-:+1Y AT S:D REL BN.
a°"R Rw
INTERSECTION NOTES
10.
TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
rzxTEE '.Ass AETW Pe MUu,wx EPWQl01,S
C.A.
GENERAL NOTES
M CONSTRUCT MADE CHANGES MINA PA.ABa-IL WR.E
S. �"EL A MUST SEDESIGNED"=ERTE°� THE
s TExM HULL E Fxuv x+T11 AmawTE NB T1NWaLv XNB rrJFED TO
SECTION A - A
WHTO AILE AND THE MRCJHLE REQUIREMENTS
scx WNIuu IrnuONG sCANTO
OFT =B ICT MD N GM A Rf011REMmi3.
11.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 201E (SENATE BILL 387E WHICH AMENDS THE
BONATERE
01 RENLIM MAY CUUE . M A
SAFE DRINKING WATER ACT).
MIT. MART PAYMDR
Y. OUTLET PIR]HO L MUCH AT THE MORE OF ME INANE. LANE INNOCENT AND
THAI K RN3D ON A DRUM PMEJEL TO ME SHOULDER aa£ 3 S NNI
DEyypLU CROIE,
+
R. WAf
FORTKIN E GOTTEN Tf IMON E MMME DRAINAGE
ACRMS THE INTENSE I
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
Y
M- - E-0
C. M CV. MD QITTFA eECIYxI$MEREO w WOSSS i0 011ERNY W CROP
'RIFTS FM MMRXMR E ME To ESE -LOCATED so s TE wN N10 MEP
xxNtl.E3.
NLLTS AN.
ALLOWABLE ENTRANCE GRADE CHANGES
COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION
wTE B Y YARNM. TWE E
BHP RIB 1.-. EPTM'
VN W�EN.AI�RISECTIONS.
PbN � «� "° °` °°"EAR E INNOCENT "`"
+"YI
ASS A
j�
GRACE CHANCE
SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
° UNATTION AL CO DEEP � OR TRUCTURIE.ERR E i-°• eo `
`°DR
I DES INAULIC AI
PLACEMENT
T OF CD-2 AT
L A.LEWNRE«� I� x. PaAIv�TL°N�FM DONUT IME Ee r0
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_BUT.
BRIDGE APPROACH SLABS"
THE q. C� MINTIMN
AM
ICE,_Wm A.EA
SECTION C-C
ICBU
COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
IMF TO B YaM r MOTH TEE MAIM
E DT
A�LDJwMI€ RIroSTREET COMEETCTICIM X
YECWICATIM
STANDARD COMBINATION UNDERDRAIN
5R°"`""°"
Nv Ccr
TYPE M PFE
�° 3@DYi1N
., ^xM.
xxu.D
sxrorx rNL Pvc
.xu
b.,sx
9Yt°M WAIL E
l0 PA a6E3L
iD pA MkM
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 "EE E E@EEE METHOD OF TREATMENT READ AD!MOUE ENOMw3 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) DY CONNECTION FOR STREET NT ERSEC TK)NS AND COMMERCIAL ENTRANCES) REVISION E 5„EEL, M,
]CI M°IHA EPAND Q RIDOmATIM WAb EET ICfPMREC I NS AND C 0IN6 •ITI
15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA.
I/2
ss
LOCK LUG ASSEMBLY
.-T
W
M_
In
JOB NO.
182157
SCALE
N/A
SHEET NO.
11
c" PLAT
b +x6m° 2I
CONCRETE
STEPS ------
---------------- --
-"------- --- l °slam:
Structure
Area
(Acres)
cw
k
(Min.)
2
0.18
0.75
6.0
2B
0.17
0.75
6.0
4
0.06
0.75
6.0
6
0.10
0.75
6.0
6B
0.74
0.50
10.0
8
0.17
0.65
6.0
8B
0.19
0.75
6.0
10
0.11
0.75
6.0
10B
0.30
0.75
6.0
12
0.05
0.90
5.0
14
0.22
0.75
6.0
16
0.07
0.65
6.0
16B
0.14
0.75
6.0
18
0.18
0.75
6.0
20
0.09
0.75
6.0
22
0.07
0.75
6.0
24
0.05
0.90
5.0
26
0.12
0.75
6.0
28
0.12
0.65
6.0
30
0.16
0.65
6.0
30B
0.18
0.75
6.0
32
0.14
0.65
6.0
32B
0.16
0.75
6.0
36
0.10
0.75
6.0
38
0.09
0.75
6.0
40
0.14
0.80
6.0
42
0.15
0.80
6.0
44
0.24
0.65
8.0
46
0.06
0.75
6.0
48
0.15
0.65
7.0
50
0.18
0.75
6.0
52
0.24
0.75
6.0
54
0.52
0.65
6.0
56
0.13
0.65
6.0
56B
0.18
0.65
6.0
58
0.11
0.75
6.0
58B
2.46
0.35
14.0
60
0.10
0.75
6.0
62
0.13
0.75
6.0
66
0.11
0.75
6.0
68
0.02
0.90
5.0
70
0.21
0.75
6.0
72
0.00
0.90
5.0
74
0.00
0.90
5.0
76
0.10
0.75
6.0
78
0.00
0.90
5.0
80
0.12
0.75
6.0
82
0.14
0.65
5.0
84
0.14
0.65
5.0
90
0.20
0.65
6.0
92
0.11
0.65
6.0
94
0.12
0.65
6.0
96
0.95
0.50
8.0
102
0.42
0.65
6.0
106
1.00
0.90
5.0
112
3.52
0.40
14.0
114
1.06
0.50
11.0
" 1
0.11
0.50
6.0
YD2
0.12
0.30
7.0
YD3
0.04
0.50
6.0
YD4
1.64
0.55
15.0
YD4A
1.64
0.55
15.0
"1
0.08
0.35
6.0
YD6
0.21
0.45
6.0
Y1)7B
0.19
0.35
6.0
YD7C
0.09
0.35
6.0
Y1171),
0.06
0.35
6.0
Yi
0.06
0.35
6.0
YD8
0.09
0.35
6.0
YD8B
0.24
0.40
6.0
YD8C
0.08
0.30
6.0
YD9
0.04
0.30
6.0
YD10
0.19
0.40
6.0
_ YD10A
0.08
0.40
6.0
YDII
0.00
0.90
5.0
YD11A
0.04
0.50
6.0
YD12A
0.41
0.30
9.0
-� YD12B
0.36
0.35
9.0
YD13A
0.04
0.30
6.0
YD13B
0.10
0.35
6.0
YD13C
0.09
0.40
6.0
1 YD13E
0.08
0.40
6.0
YD13G
0.06
0.50
6.0
YD13H
0.11
0.40
6.0
YD13I
0.09
0.35
6.0
YD13K
0.12
0.45
6.0
YD13L
0.08
0.60
6.0
YD13M
0.04
0.60
6.0
YD13N
0.01
0.30
5.0
YD130
0.08
0.35
6.0
YD13P
0.30
0.30
6.0
YD14
0.09
0.30
6.0
YD15
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YARD DRAINAGE DESCRIPTIONS
PIPE INFORMATION
INLET INFORMATION
STR. NO.
DIA.
(in.)
LENGTH'
(8.)
SLOPE(%)
INERT
IN
INVERT
OUT
MATERIAL
INLETTYPE
RIM
ELEVATION
VDt
1T' Yard Inlet
534,00
8
23.00
4.35%
5J0.OD
529.00
HOPE
YD2
16" Yald Inlet
539.50
8
23.75
3.16%
535.00
534.25
HDPE
VD3
1T' Vard Inlet
544.00
8
15.25
1.64%
540.00
539.75
HDPE
YD4
3W Yard Inlet - Dome Tap
555.67
15
41.00
2.85%
550.17
541
HDPE
VDI
30" Yard Inlet - Dome Top
555.75
12
4.00
8.25%
550.50
550.17
HDPE
YD5
12" CIeanaul
5ll7.25
8
20.50
3.66%
T4.25
573.50
HDPE
YD6
15"Yard Inlet
591.83
8
31.25
3.20%
586.87
585.67
HDPE
Y07C
1T' Yard Inlet
619.00
8
42,75
1.75%
615.00
614.25
HDPE
VD]B
1T' Yard Inlet
617.50
8
23.50
1.06%
674.25
614.00
HDPE
VD7A
12" Cleemout
618.00
8
73.75
9.49%
814.00
807.00
HDPE
YD7
12" Cleanoul
611.00
8
22.75
14.29%
607.00
603.75
HDPE
VDI
1T' Yard Inlet
829.83
6
41.75
13.96%
625.83
620.00
HDPE
YD7D
12" Yard Inlet
825.00
8
27.75
16.02%
820.00
815.00
HDPE
Y08C
1T' Yard Inlet
623.83
8
38.75
8.18%
619.17
616.00
HDPE
VD8B
1T'Yard Inlet
618.83
8
60.75
0.82%
616.00
615.50
HDPE
VDBA
12" Cleanout
620.00
8
26.25
2.55%
615.50
614.83
HDPE
YDB
12" Yard Inlet
618.50
8
73.50
14.73%
614.83
601
HDPE
VD9
12' Yard Inlet
607.50
B
32.50
0.77%
6M.25
601
HDPE
YD10A
1T' Yald Inlet
549.50
8
92,50
3.78%
545.50
542,00
HDPE
YD10
1T'Yard Inlet
546.00
8
43.50
1.72%
542.00
541.25
HDPE
YD11A
12" Yard Inlet
538.00
8
19,75
0.86%
534.50
534.33
HDPE
YD11
12" Cleanout
539.00
8
7.50
6.67%
534.33
533.83
HDPE
VD12A
12" Yard Inlet
568.67
8
15.75
1.08%
565.50
565.33
HDPE
YD12
12" Cleanoul
%7.50
8
94.00
1.41%
565.33
564.00
HDPE
YD128
IT Yard Inlet
570.33
6
20.50
4.88%
566.33
565.33
HDPE
VD131
1T' Yard Inlet
597.00
8
41.50
13.88%
592.50
588.83
HDPE
YD13H
1T' Yard Inlet
------
8
30.25
0.53%
586.83
586.67
HDPE
VD13G
1T'Yard Inlet
590.33
8
48.00
O.fi9%
586.67
586.33
HDPE
YD13F
12" Cleanaul
593.50
B
27.50
0.58%
586.33
586.17
HDPE
YD13E
1T' Vard Inlet
592.00
8
22.00
0.77%
588.17
588.00
HDPE
VD130
12" Cleancut
595.00
8
89.00
2.54%
588.00
584.25
HDPE
YD13C
1T' Yard Inlet
589.00
8
30.50
18.03%
5811
578.75
HDPE
YD13B
12' Yard Inlet
586.00
8
31
16.20%
5'8.75
573.00
HDPE
VD13A
12"Yard Inlet
576.00
12
50.75
0.49%
5'3.00
572.75
HDPE
YD13
12" Cleanout
577.25
12
36.00
0.69%
T2.75
572.50
HDPE
YD13M
12' VaM Inlet
603.00
8
46.50
0.59%
800.00
599.75
HDPE
YD13L
12" Yard Inlet
607.00
8
90.75
0.55%
599.75
599.25
HDPE
YD13K
IT Yard Inlet
607.75
6
14.50
15.52%
599.25
597.00
HDPE
YD13J
12" Cleenaut
601.00
8
35.50
18.31%
592.00
585.50
HOPE
YD13N
1T' Yald Inlet
623.00
8
60.00
19.17%
818.00
804.50
HDPE
YD13P
15" Yard Inlet - Dome Top
604.92
8
111.00
12.91%
fi00.33
586.00
HDPE
YD130
12" Vard Inlet
589.75
8
35.00
19.29%
580.00
573.25
HOPE
YD14
1T' VaN Inlet
808.00
8
60525
003%
605.50
605.33
HDPE
YD15B
12' Yard Inlet
571.00
8
35.25
12.28%
566.33
582.00
HDPE
YD15A
1T' Yard Inlet
566.00
8
67.50
1.97%
------
557.00
HDPE
YD15
17' Vard Inlet
581.00
8
15.25
3.28%
557.00
556.50
HDPE
YD15D
12" Yard Inlet
561.92
8
71.25
0.59%
559.25
558.83
HDPE
YD15C
Tr Yald Inlet
566.00
8
69.75
0.72%
558.83
558.33
HDPE
YD15E
12"Yard Inlet
560.00
8
36.25
0.09%
557.25
557.00
HDPE
Y01fiP.
30" Vard Inlet -Dome Tap
547.33
12
19.25
3.12%
543.35
542.75
HDPE
YD16
24" Geanoul
550.25
12
8.75
5.71%
5311
534.00
HDPE
YD16C
30" Yard Inlet
5511
12
44.00
3.41%
550.50
549.00
HDPE
YD168
12" Cleanaut
5511
12
81.00
3.70%
549.00
546.00
HDPE
VD18D1
30' Yard Inlet
557.00
8
34.33
3.41%
553.00
551.83
HDPE
YD16D
30' Yard Inlet
555.83
8
21.83
8.38%
551.83
550,00
HDPE
YD16F
30" Yard Inlet
563.67
B
1 39.50
8.66%
551
556.25
HDPE
YD16E
39' Yard Inlet
560.00
8
1 74.67
1.67%
556.25
555.00
HDPE
ROOFI2A
12" Clemoul
55975
8
5.00
1.60%
555.00
554.92
HDPE
ROOF12
12" Cleanout
559.42
6
20.75
4.43%
554.92
554.00
HDPE
Lic. No. 035791�� I
09/25/20 ��
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- for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr
11
- -
- for inlets draining to stoonwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr
gutter longitudinal slope of 0.001 should be used in a sump condition ' gutter longitudinal slope of 0.001 should be used in a sump condition
- grate inlets (DI-7) in open pavement areas will not hale a curb spread, but will hale inlet spread and depth - grate inlets (DI-7) in open pavement areas will not hale a curb spread, but will hale inlet spread and depth
-for inlets draining to stormwater management facilities, the 6.5inthr check stone will suffice for the 10yr conveyance to the facilities -for inlets draining to stonnwater management facilities, the 6.5in/hr check storm will suffice for the 10yr comeyance to the facilities
NOTE: Inlet size for structures determined by o%edand flow. Pipes hale been sized to include overland flow as well as yard inlet and roof drain drainage areas. NOTE: Inlet size for structures determined by overland flow. Pipes hale been sized to include overland flow as well as yard inlet and roof drain drainage areas.
NTH 0Fll
�S-
SCOTT R. LINS',
U Lic. No. 035791,E
�O 09/25/20
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JOB NO.
182157
SCALE
N.A.
SHEET NO.
D
(IN)
FLOW TIDE
INLET
TYPE
AREA
(FT�
PERIMETER
(FT)
A
(ACRES)
C
I
(AV/HIi)
Q
(CFS)
YDl
l2"Nybplast Yard Inlet
0.42
4.49
0.11
0.50
4.00
0.220
0.77
WEIR FLOW
YDl
12"Nybplast Yazd Inlet
0.42
4.49
0.1t
O.SO
6.50
0.358
1.07
WEIRFLOW
YD1
12"Nvbplast Yazd Inlet - SO%cblged
0.21
2.25
0.11
O.SO
4.00
0.220
1.23
WEIRFLOW
YDl
12"Nybplast Yazd Inlet- SO%cblged
0.2]
2.25
0.11
O.SO
6.50
0.358
1.69
WEIRFLOW
YD2
1S"Nybplast Yard Inlet
0.64
5.40
0.12
0.30
4.00
0.144
0.51
WIIRFLOW
YD2
15"Nybplast Yazd Inlet
0.64
5.40
0.12
0.30
6.50
0.234
0.71
WEIR FLOW
YD2
l5"Nybplast Yard Inlet-50%coged
0.32
2.70
0.12
0.30
4.00
0.144
0.82
WEIR FLOW
YD2
l5"Nybplast Yard inlet - 50% clogged
0.32
2.70
0.12
0.30
6.50
0.234
1.13
WEIR FLOW
YD3
12"Nybplast Yazd Inlet
0.42
4.49
0.04
O.SO
4.00
0.080
0.39
WEIRFLOW
YD3
12"Nybplast Yazd Inlet
0.42
4.49
0.04
O.SO
6.50
0.130
0.54
WEIRFLOW
YD3
12"Nybplast Yazd Inlet-50%cb�ed
0.2]
2.25
0.04
O.SO
4.00
0.080
0.62
WEIRFLOW
YD3
12"Nybplast Yard Inlet-50%cb[ged
0.2]
2.25
0.04
0.50
6.50
0.130
0.86
WIIRFLOW
YD4
30"Nybplast Yard Inlet
2.85
8.60
1.64
0.55
4.00
3.608
3.23
WEIR FLOW
YD4
30"Nybplast Yard Inlet
2.85
8.60
L64
0.55
6.50
5.863
4.00
ORIFICE FLOW
YD4
30"Nvbplast Yazd Inlet - SO%cbged
1.43
4.30
L64
O.SS
4.00
3.608
4.00
ORIFICE FLOW
YD4
30"Nvbplast Yard Inlet - SO%coged
1.43
4.30
1.64
O.SS
6.50
5.863
7.03
ORIFICE FLOW
YD4A
30"Nybplast Yazd Inlet
2.85
8.60
L64
O.SS
4.00
3.608
3.23
WIIRFLOW
YD4A
30"Nybplast Yazd Inlet
2.85
8.60
1.64
O.SS
6.50
5.863
4.00
ORIFICE FLOW
YD4A
30"Nybplast Yard Inlet-50%cblged
1.43
4.30
1.64
0.55
4.00
3.608
4.00
ORIFICE FLOW
YD4A
30"Nybplast Yard Inlet-50%coged
1.43
4.30
1.64
0.55
6.50
5.863
7.03
ORIFICE FLOW
YDS
l2"Nybplast Yard Inlet
0.42
4.49
0.08
0.35
4.00
0.112
0.49
WEIR FLOW
YDS
12"N b last Yazd Inlet
Y P
0.42
4.49
0.08
0.35
6.50
0.182
0.68
WEIRFLOW
YDS
12 Nvb last Yazd 177kt-50% clogged
. P
0.21
2.25
0.08
0.35
4.00
0.112
0.78
WEIRFLOW
YDS
12"Nybplast Yazd Inlet-50%cb�ed
0.21
2.25
0.08
0.35
6.50
0.182
1.08
WIIRFLOW
YD6
15"Nybplast Yard Inlet
0.64
5.40
0.21
0.45
4.00
0.378
0.98
WIIRFLOW
YD6
15"Nybp�st Yard Inlet
0.64
5.40
0.21
0.45
6.50
0.614
1.35
WEIR FLOW
YD6
15"Nybplast Yard Inlet - 50% clogged
0.32
2.70
0.21
0.45
4.00
0.378
1.56
WEIR FLOW
YD6
l5"Nybplast Yazd Inlet - 50% clogged
0.32
2.70
0.2I
0.45
6.50
0.614
2.15
WEIR FLOW
YD7B
12"Nybplast Yazd Inlet
0.42
4.49
0.19
0.35
4.00
0.266
0.88
WEIR FLOW
YD7B
12"Nybplast Yard Inlet
0.42
4.49
0.19
0.35
6.50
0.432
1.21
WEIR FLOW
YD7B
12"Nybplast Yazd Inlet-50%ebbed
0.21
2.25
0.19
0.35
4.00
0.266
1.39
WEIRFLOW
YD7B
12"Nybplast Yard Inlet-50%cbiged
0.21
2.25
0.19
0.35
6.50
0.432
1.92
WIIRFLOW
YD7C
12"Nybphst Yard Inlet
0.42
4.49
0.09
0.35
4.00
0.126
0.53
WEIR FLOW
YD7C
l2"Nybplast Yard Inlet
0.42
4.49
0.09
0.35
6.50
0.205
0.74
WEIRFLOW
YD7C
l2"Nybplast Yazd Inlet-50%cbged
0.21
2.25
0.09
0.35
4.00
0.126
0.85
YD7C
12"Nvbplast Yazd Inlet - SO%cb�d
0.21
2.25
0.09
0.35
6.50
0.205
1.17
-WEIRFLOW
WEIR FLOW
YD7D
12"Nybplast Yazd 177kt
0.42
4.49
0.06
0.35
4.00
0.084
0.41
WEIR FLOW
YD7D
12"Nybplast Yazd Inlet
0.42
4.49
0.06
0.35
6.50
0.137
0.56
WIIRFLOW
YD7D
12"Nybplast Yard Inlet-50%cb�ed
0.21
2.25
0.06
0.35
4.00
0.084
0.65
WIIRFLOW
YD7D
12"Nybplast Yazd Inlet - 50% coged
0.21
2.25
0.06
0.35
6.50
0.137
0.89
WEIR FLOW
YD7E
12"Nybplast Yard Inlet
0.42
4.49
0.06
0.35
4.00
0.084
0.41
WEIRFLOW
YD7E
12"Nybplast Yazd Inlet
0.42
4.49
0.06
0.35
6.50
0.137
0.56
WEIRFLOW
YD7E
12"Nybplast Yazd Inlet -SO%cogged
0.21
2.25
0.06
0.35
4.00
0.084
0.65
WEIRFLOW
YD7E
12"Nybplast Yazd l77kt-50%cb�ed
0.21
2.25
0.06
0.35
6.50
0.137
0.89
WIIRFLOW
YD8
12"Nybplast Yard Inlet
0.42
4.49
0.09
0.35
4.00
0.126
0.53
WIIR FLOW
YD8
12"Nybplast Yard In
STRUCTURE
DRAPVAI�
D
(IN)
FLAW TYPE
INLET'
TIDE
AREA
(FT2)(FT)
PERIMETER
A
(ACRES)
C
I
(IN/HR)
Q
(CFS)
YD13C
12"N}bplastYard Inlet
0.42
4.49
0.09
0.40
4.00
0.144
0.58
WIIR FLOW
YD13C
12"N}bplast Yard Inlet
0.42
4.49
0.09
0.40
6.50
0.234
0.80
WEIR FLOW
YD13C
12"Nybplast Yard ll7kt-50%cogged
0.21
2.25
0.09
0.40
4.00
0.144
0.92
WEIR FLOW
YD13C
12"Nybphast Yard Inlet-50%cogged
0.21
2.25
0.09
0.40
6.50
0.234
1.28
WEIR FLOW
YD13E
12"N}bplast Yard Inlet
0.42
4.49
0.08
0.40
4.00
0.128
0.54
WEIR FLOW
YD13E
12"N}bplast Yard Inlet
0.42
4.49
0.08
0.40
6.50
0.208
0.74
STRUCTURE
DRAINAGE
D
(
FLOW TYPE
INIPC
TYPE
AREA
(FT2�
PERIMETER
(FT)
A
(ACRES)
C
I
(IN/HR)
Q
(CPS)
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth)
Mannings Coefficient, n is 0.013
Inlet
Hyd
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
Intensity 6.50 (Intensity is 4 iNhr for spread, and 6.5 in/hr for capacity and depth)
Mannings CoeficieM, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
p0 t
a > �
p,
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¢ U U O O O
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D iv
N
11
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,a y ,i'i � � ui o o u �
28
3B
8.0
0.17
0.75
0.128
0.83
0.00
0.83
0.0200
0.0200
2.0
0.0833
4.1650
5.46
0.86
3.5192
0.7466
0.1461
8.87
0.87
1.00
0.83
0.00
4
3B
8.0
0.06
0.75
0.045
0.29
0.00
0.29
0.0500
0.0200
2.0
0.0833
4.ifi50
3.11
0.99
3.5192
0.14fi6
0.1852
5.43
1.11
1.00
0.29
0.00
66
36
14.0
0.74
0.50
0.370
2.41
0.00
2.41
0.0210
0.0200
2.0
0.0833
4.1650
8.06
0.68
3.5192
0.1466
0.1197
12.29
1.14
1.00
2.41
0.00
8
3B
10.0
0.17
0.65
0.111
0.72
0.00
0.72
0.0700
0.0200
2.0
0.0833
4.1850
4.09
0.94
3.5192
0.7466
0.1578
9.00
1.11
1.00
0.72
0.00
Be
3B
12.0
0.19
0.75
0.143
0.93
0.00
0.93
0.0700
0.0200
2.0
0.0833
4.1650
4.50
0.92
3.5192
0.1466
0.1599
10.12
1.19
1.00
0.93
0.00
10
3B
10.0
0.11
0.75
0.083
0.54
0.00
0.54
0.1200
0.0200
2.0
0.0833
4.1850
3.31
0.98
3.5192
0.1486
0.1837
9.15
1.09
1.00
0.54
0.00
106
3B
18.0
0.30
075
0.225
1.46
0.00
146
0.1200
0.0200
2.0
0.0833
4.1650
4.83
0.89
3.5192
0.1466
0.1505
14.87
1.09
1.00
1.46
0.00
12
3B
8.0
0.05
090
0.045
0.29
0.00
0.29
0.1200
0.0200
2.0
0.0833
4.1850
2.64
0.99
3.5192
0.7466
0.1852
7.06
1.13
1.00
029
0.00
14
3B
10.0
0.22
0.75
0.785
1.07
0.00
1.07
00300
0.0200
2.0
0.0833
4.1850
5.57
0.85
3.5192
OA488
0.1446
8.70
1.15
1.00
1.07
0.00
16B
3B
8.0
0.14
0.75
0.105
0.68
0.00
0.68
0.0300
0.0200
2.0
0.0833
4.ifi50
4.70
0.90
3.5192
0.1466
0.1520
8.99
1.15
1.00
0.68
0.00
18
3B
12.0
0.16
0.75
0.135
0.88
0.00
0.88
0.1200
0.0200
2.0
0.0833
4.1650
3.98
0.95
3.5192
0.7488
0.1593
11.44
1.05
1.00
0.88
0.00
20
3B
10.0
0.09
0.75
O.OfiB
0.44
0.00
0.44
0.7200
0.0200
2.0
0.0033
4.ifi50
3.07
0.99
3.5192
0.146fi
0.1652
8.37
1.20
1.00
0.44
0.00
22
3B
8.0
0.07
0.75
0.053
0.34
0.00
0.34
0.1200
0.0200
2.0
0.0833
4.1650
2.60
0.99
3.5192
0.1488
0.1852
7.53
7.08
1.00
0.34
0.00
24
3B
4.0
0.05
0.90
0.045
0.29
0.00
0.29
0.0109
0.0200
2.0
O.OB33
4.1650
4.74
0.93
3.5192
0.146fi
0.i5fi4
3.55
1.13
1.00
0.29
0.00
28
3B
6.0
0.12
0.75
0.090
0.59
0.00
0.59
0.0109
0.0200
2.0
0.0833
4.1850
5.37
0.88
3.5192
0.7488
0.1481
4.95
121
1.00
0.59
0.00
30
3B
12.0
0.16
0.65
0.104
0.68
0.00
0.68
0.1200
0.0200
2.0
0.0833
4.1650
3.61
0.97
3.5192
0.1466
0.1622
10.14
1.t8
1.00
0.68
0.00
30B
3B
12.0
0.18
0.75
0.135
0.88
0.00
0.88
0.1200
0.0200
2.0
0.0833
4.1850
3.98
0.95
3.5192
0.1468
0.1593
11.44
1.05
1.00
0.88
0.00
32
3B
10.0
0.14
0.65
0.091
0.59
0.00
0.59
0.0820
0.0200
2.0
0.0833
4.1650
3.69
0.96
3.5192
0.146fi
0.1608
8.80
1.16
1.00
0.59
0.00
32B
3B
10.0
0.16
0.75
0.720
0.78
0.00
0.78
0.0820
0.0200
2.0
0.0833
4.1650
4.09
0.94
3.5192
0.1468
0.1578
9.77
1.02
1.00
0.78
0.00
36
3B
8.0
0.10
0.75
0.075
0.49
0.00
0.49
0.0411
0.0200
2.0
0.0833
4.1650
3.81
0.95
3.5192
0.146fi
0.1593
8.48
123
1.00
0.49
0.00
38
3B
6.0
0.09
0.75
0.068
0.44
0.00
0.44
0.0282
0.0200
2.0
0.0833
4.1850
4.03
0.95
3.5192
0.7468
0.1593
5.54
1.08
1.00
0.44
0.00
40
3B
8.0
0.14
0.80
0.112
0.73
0.00
0.73
0.0222
0.0200
2.0
0.0833
4.1650
5.10
0.88
3.5192
0.1466
0.1490
8.84
1.21
1.00
0.73
0.00
42
3B
8.0
0.15
0.80
0.720
0.78
0.00
0.78
0.0184
0.0200
2.0
0.0833
4.1850
5.42
0.88
3.5192
0.1468
0.1481
6.53
1.22
1.00
0.78
0.00
46
36
4.0
0.06
0.75
0.045
0.29
0.00
0.29
0.0109
0.0200
2.0
0.0833
4.1650
4.14
0.93
3.5192
0.1466
0.1564
3.55
1.13
1.00
0.29
0.00
48
3B
6.0
0.15
0.65
0.098
0.63
0.00
0.83
0.0109
0.0200
2.0
0.0833
4.1850
5.53
0.85
3.5192
0.7486
0.1448
5.15
1.17
1.00
0.63
0.00
50
3B
8.0
0.16
0]5
0.135
0.88
0.00
0.88
00300
0.0200
2.0
0.0833
4.1650
5.17
0.88
3.5192
0.1466
0.1490
7.85
1.02
1.00
0.88
0.00
52
3B
12.0
0.24
0.75
0.180
1.17
0.00
1.17
0.0500
0.0200
2.0
0.0833
4.1850
5.23
0.87
3.5192
0.7486
0.1476
10.39
1.15
1.00
7.77
0.00
54
3B
18.0
0.52
0.65
0.338
2.20
0.00
2.20
0.0500
0.0200
2.0
0.0833
4.1650
6.62
0.77
3.5192
0.1466
0.1329
14.42
1.11
1.00
220
0.00
58
3B
8.0
0.11
0.75
0.083
0.54
0.00
0.54
0.0473
0.0200
2.0
0.0833
4.1850
3.94
0.95
3.5192
0.1466
0.1593
7.04
1.14
1.00
0.54
0.00
60
36
10.0
0.10
0.75
0.075
0.49
0.00
0.49
0.1200
0.0200
2.0
0.0833
4.1650
3.20
0.99
3.5192
0.7466
0.1652
8.75
1.14
1.00
0.49
0.00
62
3B
10.0
0.13
0.75
0.098
0.63
0.00
0.83
0.1200
0.0200
2.0
0.0833
4.ifi50
3.53
0.97
3.5192
0.7466
0.1822
9.87
1.01
1.00
0.63
0.00
86
3B
10.0
0.11
0.75
0.083
0.54
0.00
0.54
0.1200
0.0200
2.0
0.0833
4.1650
3.31
0.98
3.5192
0.1488
0.1837
9.15
1.09
1.00
0.54
0.00
68
3B
4.0
0.02
0.90
0.018
0.12
0.00
0.12
0.0300
0.0200
2.0
O.OB33
4.ifi50
2.43
0.99
3.5192
0.1466
0.1652
3.17
1.2fi
1.00
0.12
0.00
80
3B
6.0
0.12
0.75
0.090
0.59
0.00
0.59
0.0200
0.0200
2.0
0.0833
4.1850
4.79
0.90
3.5192
0.7488
0.1520
5.80
1.03
1.00
0.59
0.00
82
3B
8.0
0.14
0.65
0.091
0.59
0.00
0.59
0.0200
0.0200
2.0
O.OB33
4.ifi50
4.81
0.90
3.5192
0.1466
0.1520
5.83
1.03
1.00
0.59
0.00
84
3B
8.0
0.14
0.85
0.091
0.59
0.00
0.59
0.0598
0.0200
2.0
0.0833
4.1850
3.92
0.97
3.5192
0.7486
0.1622
7.77
1.03
1.00
0.59
0.00
90
3B
12.0
0.20
0.65
0.130
0.85
0.00
0.85
0.0991
0.0200
2.0
0.0833
4.ifi50
4.07
0.95
3.5192
0.74fi6
0.1593 10.63
7.13
1.00
0.85
0.00
92
3B
10.0
0.11
0.85
0.072
0.48
0.00
0.46
0.0991
0.0200
2.0
0.0833
4.1650
3.25
0.98
3.5192
0.1488
0.1637
8.14
1.23
1.00
0.48
0.00
94
3B
8.0
0.12
0.65
0.078
0.51
0.00
0.51
0.0643
0.0200
2.0
0.0833
4.1650
3.65
0.97
3.5192
0.1466
0.1622
7.45
1.07
1.00
0.51
0.00
102
3B
12.0
0.42
0.85
0.273
1.77
0.00
1.77
0.0215
0.0200
2.0
0.0833
4.1850
7.18
0.74
3.5192
0.7468
0.1285
10.44
1.15
1.00
1.77
0.00
INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH)
Intensity
4.00
(Intensity
is 4 in/hr
for spread, and 6.5 in/hr
for capacity and depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
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left
0.09
0.75
0.068
0.27
000
0.27
0.0010
0.0200
2.0
0.0200
1.0000
6.29
right
0.09
0.75
0.088
0.27
0.00
0.2]
0.0010
0.0200
2.0
0.0200
1.0000
8.29
2
3C
8.0
corrbnetl fora
0.5
0.07
0.162
3.71
ieft
o.05
0.75
o.e3a
0.1s
o.90
0.75
o.aot6
o.oza0
2.0
o.ozoo
1.000o
s.ea
right
0.05
0.75
0.038
0.75
0.00
0.15
0.0010
0.0200
2.0
0.0200
1.0000
5.04
fi
3C
6.0
conbFetl flrnv
0.3
0.08
0.124
2.86
In
0.04
0.65
0.028
0.70
0.00
0.10
0.0010
0.0200
2.0
0.0833
4.1650
4.39
right
0.03
0.85
0.020
0.08
0.00
0.08
0.0010
0.0200
2.0
0.0833
4.1850
3.95
i6
3C
fi.0
corrbiretl flwv
0.2
0.04
0.089
2.04
left
0.06
0.65
0.039
0.16
0.00
0.1fi
0.0010
0.0200
2.0
0.0200
1.0000
5.12
right
5
0.06
O65
0.039
0.78
0.00
0.18
0.0010
0.0200
2.0
0.0200
1.0000
5.12
28
3C
8.0
canbnetl flrnv
0.3
0.06
0.128
2.93
left
0.06
0.65
0.039
O.iB
000
0.18
0.0010
0.0200
2.0
0.0200
1.0000
5.12
right
0.07
0.65
0.046
O.iB
0.00
0.18
0.0010
0.0200
2.0
0.0200
1.0000
5.42
56
3C
fi.0
conbnetl flrnv
0.3
0.08
0.135
3.08
left
0.09
0.65
0.059
0.23
0.00
0.23
0.0010
0.0200
2.0
0.0200
1.0000
5.96
rght
0.09
0.65
0.059
0.23
0.00
0.23
0.0010
0.0200
2.0
0.0200
1.0000
5.98
56B
3C
8.0
corrbned fbw
0.5
0.07
0.14]
3.38
left
0.09
0.75
0.088
0.27
000
0.0010
0.0200
2.0
0.0200
1.0000
8.29
right
0.12
0.75
0.090
0.36
000
P00A21
0.0010
0.0200
2.0
0.0200
1.0000
7.00
70
3C
8.0
corrtnetl love
008
0.160
4.72
left
0.04
0.75
0.030
0.12
0.00
0.0010
0.0200
2.0
0.0200
1.0000
4.64
rght
0.08
0]5
0.045
0.18
e00
0.18
0.0010
00200
2.0
0.0200
1.0000
5.40
]6
3C
fi.0
cortbinetl fbly
0.3
0.06
0.124
2.85
INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH)
Intensity
6.50
(Intensity
is 4 in/hr
for spread, and 6.5 in/hr
for capacity and depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
a
fl
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a
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left
0.09
0.75
O.OfiB
0.44
0.00
0.44
0.0010
0.0200
2.0
0.0200
1.0000
75q
right
0.09
0.75
0.088
0.44
0.00
0.44
0.0010
00200
2.0
0.0200
7.0000
7.54
2
3C
8.0
canbnetl fbw
0.9
0.10
0.224
6.13
left
0.05
0.75
0.038
0.24
0.00
0 24
0,0010
0.0200
2 0
0.0200
7.0000
6.05
rgh[
0.05
0.75
0.038
0.24
0.00
0.24
0.0010
0.0200
2.0
0.0200
1.0000
8.05
8
3C
8.0
corrtmetl flow
0.5
0.06
0.172
9.94
left
0.04
0.65
0.028
0.17
0.00
0.17
0.0010
0.0200
2.0
0.0833
4.1650
5.27
right
0.03
0.65
0.020
0.73
0.00
O.i3
00010
0.0200
2.0
0.0833
4.1850
4.73
16
3C
6.0
canbnetl fbw
0.3
0.06
0.123
2.82
left
0.08
0.65
0.039
0.25
0.00
0.25
0.0010
0.0200
2.0
0.0200
1.0000
6.14
rgh[
0.06
0.65
0.039
0.2s
0.00
0.25
0.0010
0.0200
2.0
0.0200
1.0000
6.14
28
3C
6.0
corrtnetl flow
0.5
0.08
0.176
4.06
left
0.06
0.85
0.039
0.2s
0.00
0.25
0.0010
0.0200
2.0
0.0200
1.0000
6.14
rpht
0.07
0.65
0.046
0.30
0.00
0.30
0.0010
0.0200
2.0
0.0200
7.0000
6.50
56
3C
6.0
carrEnetl fbw
0.5
0.09
0.186
4.28
left
0.09
0.65
0.059
0.36
0.00
0.38
0.0010
0.0200
2.0
0.0200
7.0000
7.15
rght
0.09
0.85
0.059
0.38
0.00
0.38
0.0010
0.0200
2.0
0.0200
1.0000
7.15
S6B
3C
8.0
combinedflow
0.8
0.09
0.204
4.87
left
0.09
0.75
O.OfiB
0.44
0.00
0.44
0.0010
0.0200
2.0
O.Oz00
1.0000
7.54
rght
0.12
0.75
0.090
0.59
0.00
0.59
0.0010
0.0200
2.0
0.0200
7.0000
8.40
70
3C
8.0
carrtFetl fbw
1.0
0.11
0.248
6.69
left
0.04
0.75
0.030
0.20
0.00
0.20
OOOtO
0.0200
2.0
0.0200
1.0000
5.56
rgh[
0.06
Tj
0.75
0.045
0.29
0.00
0.29
0.0010
0.0200
2.0
0.0200
1.0000
6.48
76
3C
6.0
corrbnetl flan
0.5
0.08
0.172
3.94
��� SPRING HILL VILLAGE
SHEET TITLE:
DATE 09.O8-ZO'LO
SHEET NUMBER
Jessica Primm
COMMUNITY PARK PLAYGROUND
SCALE: �"=20'-0^
ALBEMARLE COUNTY, VIRGINIA
t.epsc.ar nxcul+gcr
EQUIPMENT CONCEPTUAL PLAN
DO Bo. IgRa. Charlottesville: VA zs9oz
n3gEas-o6so jees¢a@jeasmeprim^desigrtcom
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SUPERIOR RECREATIONAL PRODUCTS 2-12 YEAR OLD PLAY STRUCTURE > 7 E
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SLIDES 4 CLIMBERS, 2 WHIRLS 4 BENCHES, I HALF COURT FOR w W CD
BASKETBALL z
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^ PROPOSED: 8 SWINGS(4 REGULAR, 4 BUCKET), INCLUSIVE ORBIT, I HALF 7 < % z
COURT BASKETBALL, OPEN RECREATION FIELD, 3 BENCHES 2 PICNIC o
TABLES, PLAYSTRUCTURE WITH 2 SLIDES, 4 CLIMBERS � I --I
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SUPERIOR RECREATIONAL PRODUCTS SINGLE POST SWING FRAME-(2) 2 BAY SUPERIOR RECREATIONAL PRODUCTS INCLUSIVE ORBIT U E
SWING FRAMES- 8 SWINGS WITH 2 SETS OF BELT SEATS AND 2 SETS OF BUCKET (ACCOMODATES 3-6 CHILDREN) 0
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MaxPlayRR, LLC
Slagle Post Swing Fmmo-
125A Eyde Vkwp
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L chbu VA 24503
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MaxPIayFR, LLC
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1254 Eyde VkwM
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Su riot Recreatbnal Products
90018130X%
WMniseO chain
L chbu VA 24503
43a 664-8522
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MaxPIayFR, LLC
126a Eyde VkwM
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PID0010%%
L chbu VA 2/503
/34664-8522
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1254 Eyde Vbwq
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P53-33]23
L Wbu VA 24503
/34684-8522
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MaxPIayFR, LLC
MUIW Or
126d Eyde Vkw Or
PM M<Namaro
1986N FT
En irleered wood fiber
Su riot Recreatbnal Products
depthoducts
6'
Lynchburg, VA 24503
/3d 684-8522
3
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2
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3061E
Aluminum Fence
2
3' Aluminum Gate
SHEET TITLE:
DATEO9.O6.2020
SHEETNUM6ER
SPRING HILL VILLAGE
PLAYGROUND
Jessica �rimm ALBEMARLE COUNTY, VIRGINIA
na A�=��zz`�ha�l�tre ���e��� zp�
EQUIPMENT
Jesign..n
REQUIREMENTS
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