HomeMy WebLinkAboutARB202000024 Plan - Revision 2020-08-24GENERAL
NOTES
OWNER:
STANLEY MARTIN COMPANIES LLC
11710 PLAZA AMERICA DRIVE, SUITE 1100
RESTON, VA 20190
DEVELOPER:
STANLEY MARTIN HOMES
404 PEOPLE PLACE, SUITE 303
CHARLOTTESVILLE, VA 22911
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST, SUITE K
CHARLOTTESVILLE, VA 22902
(434)293-3719
TAX MAP NO.:
090000-00-00-02800 (DB 4571, PG421)
1776 SCOTTSVILLE ROAD
CHARLOTTESOLLE, VA 22903
TOTAL AREA:
13.00 ACRES
ZONING:
NMD - NEIGHBORHOOD MODEL DISTRICT WITH PROFFERS AND CODE OF DEVELOPMENT
(ZMA 2013-00017 WITH ENTRANCE CORRIDOR OVERLAY (EC) & STEEP SLOPE OVERLAY)
CODE OF DEVELOPMENT - LAST REVISION DATE: NOVEMBER 8, 2016. VARIATION #2 TO THE
CODE OF DEVELOPMENT AND APPLICATION PLAN IS CURRENTLY UNDER REVIEW.
VARIATION #3 APPROVED MAY 20, 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 APPLICA7ION 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-RESIDEN7AL GROSS FLOOR AREA = 60,000 SF
OPEN SPACE:
PARKS: MINIMUM AREA REQUIRED FOR PARKS WITHIN DEVELOPMENT = 328 ACRES (25.2%)
PARKS AND AC77VE/PASSIVE RECREATIONAL AREAS PROVIDED:
OPEN SPACE A (BUFFER): 0.06 ACRES
OPEN SPACE B (BUFFER): 0.09 ACRES
OPEN SPACE C (BUFFER/POCKET PARK #4): 0.54 ACRES
OPEN SPACE D (POCKET PARK #3). 0.19 ACRES
OPEN SPACE E (BUFFER): 0.02 ACRES
OPEN SPACE F (POCKET PARK #1). 0.63 ACRES
OPEN SPACE G (BUFFER): 0.10 ACRES
OPEN SPACE H (POCKET PARK #2): 0.83 ACRES
OPEN SPACE I (BUFFER): 0.21 ACRES
OPEN SPACE J (COMMUNITY PARK): 1.00 ACRES
TOTAL PARK AREA PROVIDED: 3.67 ACRES (2&27 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=
PROPOSED VILLA BUILDING HEIGHT=
SETBACKS:
RESIDENTIAL:
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-RESIDENTIAL:
FRONT.- 5' MINIMUM (25' FRONT SETBACK FROM ROUTE 20)
SIDE: 5' MINIMUM & 8' CORNER LOT SETBACK
REAR: 15' MINIMUM (25' REAR SETBACK FROM ROUTE 20)
SUBDIVISION STREETS:
CURB & GUTTER
WATERSHED:
RIVANNA RIVER DRAINAGE DISTRICT - NOTE: THIS SITE IS NOT LOCATED WITHIN A PUBLIC
WATER SUPPLY RESERVOIR WATERSHED.
AGRICULTURAL/ FORESTAL DISTRICT NONE
TOPO & SURVEY.
THE BOUNDARY LINE AND PARCEL INFORMATI0N WAS PROVIDED BY ROUDABUSH, GALE AND
ASSOCIATES IN MAY OF 2018. THE TOPOGRAPHY INFORMATI0N IS BASED ON FIELD SURVEY
COLLECTED IN JUNE OF 2012 BY LINCOLN SURVEYING. THE PROPERTY IS CURRENTLY BEING
SURVEYED FOR UPDATED TOPOGRAPHY FOR THE FINAL SITE PLAN. INFORMATION 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 LIGH77NG IS PROPOSED WITH THE DEVELOPMENT.
PARKING:
PARKING REQUIRED: 2 SPACES PER UNIT + (1 SPACE PER 4 SPA UNITS)
100 SPA UNITS = 200 OFF-STREET PARKING SPACES
25 ON-STREET/SURFACE PARKING SPACES
TOTAL PARKING SPACES REQUIRED: 225 SPACES
PARKING SPACES PROVIDED (MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE):
OFF-STREET PARKING SPACES: (2) SPACES PER LOT = 200 SPACES
ON-STREET/SURFACE PARKING SPACES PROVIDED FOR GUEST PARKING = 33 SPACES
+ (9) ADDITIONAL SPACES FOR THE FUTURE COMMERCIAL AREA.
TOTAL PARKING SPACES PROVIDED: 233 TOTAL PARKING SPACES FOR RESIDENTIAL UNITS
PHASING:
THIS PROPERTY SHALL BE DEVELOPED IN 2 PHASES. ALL RESIDENTIAL PROPERTY SHALL BE
DEVELOPED IN PHASE 1, AND THE COMMERCIAL DEVELOPMENT SHALL BE DEVELOPED IN
PHASE 2.
BUILDING SITES
PARCELS 1-100 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS
OF 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 SECTION 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 APPLICATION PLAN. SEE THIS SHEET AND
SHEET 3 FOR ADDITI0NAL INFORMATION ON THE REQUIRED AND PROPOSED LANDSCAPING
BUFFERS.
TRASH:
EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE
GARAGE.
SPRING HILL VILLAGE
ARB PLAN
ARB202OmOOO24
SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA
STORMWA TER MANAGEMENT AN UNDERGROUND DETENT70N FACILITY IS PROPOSED WITH THE
DEVELOPMENT TO ACCOMMODATE THE WATER QUANTITY
REQUIREMENTS FOR THE PROJECT. WATER QUALITY SHALL
ACCOMPLISHED WITH THE PURCHASE OF NUTRIENT CREDITS.
ADDITI0NAL 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 cc.
BUILDINGS 2.66 ac.
DRIVEWAYS 0.75 cc.
TOTAL 6.30 AC (50% IMPERVIOUS AREA)
PROPOSED USES:
LOTS.• 5.40 ac.-47.5%
ROADS (RIW): 3.95 ac.-30.3%
OPEN SPACE: 3.67 ac.-28.2%
OFFSITE EASEMEN T.•
OFFSITE EASEMENTS ARE REQUIRED FOR SANITARY SEWER
CONNECTION AND ROADWAY CONSTRUCTION. SEE EXIS77NG
CONDITIONS SHEET FOR EXISTING EASEMENT INFORMATION.
AFFORDABLE HOUSING:
AFFORDABLE HOUSING SHALL BE PROVIDED IN ACCORDANCE w/ THE
PROFFERS. THE SPECIFIC AFFORDABLE UNITS HAVE BEEN IDENTIFIED
w/ THIS FINAL SITE PLAN.
NOTE: A VDOT ACCESS MANAGEMENT EXCEPTION HAS BEEN
APPROVED FOR THE ROUTE 20 ENTRANCE WITH ITS PROXIMITY
TO THE COMMERCIAL ENTRANCE ON THE ADJACENT PROPERTY.
AN ASTERISK (`) NEXT TO THE LOT NUMBER INDICATES THAT THE UNIT SHALL BE AN AFFORDABLE
UNIT. THE LOCATION OF THE AFFORDABLE UNITS MAY CHANGE DURING CONSTRUCTION, BUT A
MINIMUM OF 15 AFFORDABLE UNITS SHALL BE PROVIDED WITH THIS PROJECT. ANY CHANGES TO
THESE LOCATIONS SHALL BE ACCOMPANIED WITH A LETTER OF REVISION TO ALBEMARLE COUNTY.
`RT ZOl
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
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
16
TOTAL NUMBER OF SHEETS
LEGEND
ROADS
EXISTING CULVERT ,•,�,,,
EARTH DITCH
a
0
CULVERT
CULVERT
QDRIVEWAY
DROP INLET &STRUCTURE NO. �
BENCH MARK
CURB
CLEARING LIM17S
a
CURB &GUTTER
PROPOSED PAVEMENT `�`
0
EC-3A DITCH
DEPTH OF EC-3A DITCH
EC-2 DITCH
DEPTH OF EC-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.
F
F
z
z
w
w
0
0
zz
o
F¢
F
z
U
z
U
a
G
O
v
v
V
O
m
J
J
J
f
f
z
o
z
a
a
H
L V
a
a
En
En
>
>
�
�
O N N
N
LU O
Q en r4 00
� M N N
r ti N .D
t�0
m
r v
0)
M
MYI
W
�y W
0
Q
Y
W
�n
z LU
W
U)
Q
J
CL
Co
LL
w
1 w
,�.0 _
V
QOf
W
p
> U
J
J
I�
2
z
I^^
V/
o
w
a
�
JOB NO.
182157
SCALE
1"=80'
1
TH OF �
SCOTT R. LINSZ
U No. 35791
°p
6/12/20
w�
IONAL
These proffers are part of the requested rezoning and the Owner
may not exceed the maximum rents established in this paragraph
current owner shall notify the County in writing of the conveyance and
acknowledges that the conditions are reasonable.
shall apply for a period of ten (10) years following the date the
provide the name, address and telephone number of the potential
PROFFER STATEMENT
certificate of occupancy is issued by the County for each for -rent
grantee, and state that the requirements of this paragraph 1 C have
1.Affordable Housing. (The Affordable Housing Units will be provided in
Affordable Hog usin Unit or until the units are sold as low or moderate
been satisfied.
ZMA No. 2013-00017, Spring Hill Village
the form of for sale or rental units). The community could have as few as 80
cost units as such under either the Virginia Housing
qualifying
units and as man as 100 dwelling units. The Owner shall provide 15% of
Y 9
Development Authority, Farmers Home Administration, or Housing
2, Cash Proffers for Residential Units. Beginning with the thirteenth
Map: TMP 09000-00-00-02800
Tax a p
dwelling units constructed as Affordable Housing Units with in the
the g
n Urban Development, Section 8, whichever comes first the
and p (
residential unit for which a building permit is obtained, the Owner !
Owner Of Record: Spring Hill Village Holdings, LLC
Project in the form of 2 or 3 story townhouses.
"Affordable Term"). The Owner of each Affordable Housing Unit
shall contribute cash for each new residential unit that is not classified
shall, at the request of the Albemarle County Office of Housing,
as an Affordable Housing Unit. This cash contribution shall be for the
Date Of Proffer: September 29, 2014
The Albemarle County affordable housing policy defines affordable housing
provide written reports documenting rental rates and occupancies of
purposes of addressing the fiscal impacts of development on the
z
�
12.99 Acres to be rezoned from Residential R 1 to NEIGHORHOOD
as the following: Affordable Housing, in general terms means safe, decent
30% of the household
the affordable units.
County's public facilities and infrastructure, i.e. schools, public safety,
arks and trans ortation. The cash contribution shall be
libraries, p p
vi
o
MODEL DISTRICT NMD
( )
housing where housing costs do not exceed gross
principal, interest real
owners shall include rmc
Housing costs for home p p
income. Ho g
B For Sale. All purchasers of for -sale Affordable
( ) p
Twenty Thousand Four Hundred Sixty and 57/100 dollars
y Y
Z
o
..
a
r
z
estate taxes, and homeowner's insurance (PITI). Housing costs for tenants
Housing Units shall be approved by the Albemarle County Office of
($20,460.57) cash for each new single-family detached dwelling unit.
C
a
K
o
Project Address 1776 Scottsville Road
shall be tenant -paid rent and tenant -paid utilities with maximum allowances
Housing or its designee. The Owner shall provide the County or its
The cash contribution shall be Thirteen Thousand Nine Hundred
~
Contact Person Vito Cetta
for utilities to be those adopted by the Housing Office for the Housing
designee 180 days to identify and pre qualify an eligible purchaser for
Thirteen and 18/100 dollars ($13,913.18) cash for each single family
0
z
Q
<
LU
1730 Owensfield Drive
Choice Voucher Program.
the Affordable Housing Units. The 180 -day period shall commence
attached or townhouse dwelling unit. The cash contribution shall be
~
o
~
m
Charlottesville, VA. 22901
Affordable Housing is defined, for the purpose of this policy, as those
upon written notice from the Owner that the units will be available for
paid at the time of the issuance of the certificate of occupancy for
LU
z
a
4 4 531 2192
3
uses affordable to the forty percent of the County population that have
houses rty P
sale. This notice shall not be given more than 120 days prior to the
each new unit in order to be consistent with current state law.
W
° median income . For 2003
household incomes at or below 80 /° of the area media
n or
anticipated receipt of the certification of occupancy. If the County
p P
o
the maximum affordable home for purchase (80% median income) would
its designee does not provide a qualified purchaser during this period,
the Owner shall have the right to sell the units without any restriction
Beginning January 1, 2015, the amount of the cash contribution
U)
w
Magisterial District: Scottsville
be $172,000 and maximum housing costs (rent and utilities) for tenants
on sales price or income of purchaser. If these u nits are sold this
required b this proffer shall be adjusted annually until paid, to reflect
q Y
would be $787 (50% median income).
proffer shall apply to the first sale of each unit. The maximum sales
any increase or decrease for the proceeding calendar year in the
Vito Cetta is the manager of Spring Hill Village Holdings, LLC and will serve
Each Affordable Housing Unit shall be located on a single lot. The Owner
price for Affordable Housing Units (65% of VHDA's Maximum Sales
Price for First-time Homebuyers). The calculation currently put the
Marshall and Swift Building Cost Index ("MSI"). In no event shall any
cash contribution amount be adjusted to a sum less than the amount
as the owner's representative of Spring Hill Village Holdings, LLC which is
p
shall have offered for rent or sale as provided herein each Affordable
Housing Unit within the project. The Owner shall convey the responsibility
maximum sale price for Affordable Housing Units at $211,250.
initially established by this proffer. The annual adjustment shall be
for the
the ownero f Tax Ma and Parcel number TMP 09000-00-00-02800. TMP
p
owners of
'n Units to the subsequent o
the Affordable Housing q
of constructing 9
9
made by multiplying the proffered cash contribution amount
preceding year b a fraction, the numerato r of which shall be the MSI
p 9Y Y
_ _ . 2013
09000-00 00 02800 is the subject of rezoning application ZMA No
"Owner"
lots designated affordable on the site plans or plats.
(C). Conveyance of Interest. All deeds conveying any
as of December 1 in the preceding calendar year, and the
00017, a project known as Spring Hill Village. The term as
interest in the for -rent Affordable Housing Units during the Affordable
denominator of which shall be the MSI as of December 1 in the year
C)Pp
referenced herein shall include within its meaning the owner of record and
(A). Rental Rates. The initial net rent for each for -rent
Term shall contain language reciting that such unit is subject to the
preceding the calendar year most recently ended.
successors in interest. The "Application Plan", refers to Exhibit A to the
Affordable Housing Unit shall not exceed the then -current and
rent rate approved by the County Housing
terms of this paragraph 1. In addition, all contracts pertaining to a
o
N
N
Code of Development last revised August 28, 2014,
applicable maximum net
Office. In each subsequent calendar year, the monthly net rent for
conveyance of any for rent Affordable Housing Unit, or any part
3. Over Lot Grading: The owner shall submit an over -lot grading
N
°
Pursuant to Section 33.7 of the Albemarle County Zoning Ordinance, the
each for -rent Affordable Housing Unit may be increased up to three
thereof, during the Affordable Term shall contain a complete and full
and controls established by paragraph
plan (hereinafter the "Plan") meeting the requirements of this
the
Owner hereby voluntarily proffers the conditions listed below which shall be
° term "net
ur ose of this proffer statement, the to
percent (3 /°). For purpose p
that the rent does not include tenant -paid utilities. The
disclosure of the restrictions
1 least thirty able days prior to the conveyance of any interest in
3 with the application for each subdivision phase of
paragraphpp
Property. The plan shall show existing and proposed topographic
applied to the Property if it is rezoned to the zoning district identified above.
rent" means
requirement that the rents for such for -rent Affordable Housing Units
any for rent affordable unit during the Affordable Term, the then-
n o
features. The Plan shall be approved by the County Engineer prior
LU
O)
ti
cY)
N
1
to approval of an Erosion and Sediment Control plan. No building
that will not be served by a stairway. This area also shall extend
accepted into the secondary system of highways or the County
N
C:)z
p ermit shall be issued for any dwelling on a lot where the County
from the entrances to the driveways or walkways connecting (i
Engineer determines that the roadway is safe and convenient for
N
Q
Engineer has determined the lot grading in not consistent with the
9 g
the dwelling to the street.
9 �
travel. At its sole expense, the Owner shall make the needed
N
J
approved Plan. The plan shall satisfy the following:
i) Any requirement of this proffer may be waived by submitting a
improvements, if any are required, to the portion of the lot
Q
all proposed streets, building sites
a) The Plan shall show p p 9
exception with the over -lot grading Ian . If
request for special except o g 9 p
setbacks, surface drainage, driveways, trails and other features
such a request is made, it shall include a justification for the
immediately adjacent to the site south on Route 20 that may be
the County Engineer determines are needed to verify that the
request containing a valid professional seal from a Professional
needed as a result of widening Route 20. Should these improvementsLLf
Plan satisfies the requirements of this proffer.
Engineer, Landscape Architect or Land Surveyor. In reviewing a
require a retaining wall and / or a reworking of stairs, these
J
Q
b) The Plan shall be drawn to a scale not smaller than (1) inch
waiver request, the County Engineer shall consider whether the
improvements shall be reviewed by the County Architectural Review
>
equals fifty 50 feet.
q Y ( )
alternative proposed b the Owner satisfies the purpose of the
p P Y
Entrance Corridor road.
Board since Route 20 in an En a
�
I
c) All proposed grading shall be shown with contour intervals not
requirement to be waved to at least an equivalent degree.
W
LLJ
greater than two (2) feet. All concentrated surface drainage
j) In the event that the County adopts overlot grading regulations
This document shall supersede all other agreements, proffers or conditions
L9
<
over lots shall be clearly shown with the proposed grading. All
after the date this proffer is approved, any requirement of those
that may be found to be in conflict. These proffers shall be binding to the
O
W
proposed grading shall be designed to assure that surface
regulations that is less restrictive than any requirement of this
property, which means the proffers shall be transferred to all future property
<
J
drainage can provide adequate relief from the flooding of
g p
proffer shall supersede the corresponding requirement of this
Community
successors of the land.
Q
J
LL
0
dwellings in the event a storm sewer fails.
proffer, subject to the approval of the Director of
i--i
d) Graded slopes on lots proposed to be planted with turf grasses
Development.
j WITNESS the following signature:
U
(lawns) shall not exceed a gradient of three (3) feet of horizontal
1
W
distance for each one (1) foot of vertical rise or fall (3:1).
4. Improvements to Scottsville Rd and Avon Extended
SPRING ILL VILLAGE HOLDING, LLC
Y
J
Steeper slopes shall be vegetated with low maintenance
At its sole expense, the Owner shall plan, design, bond and construct
�,�
W
J
vegetation as determined to be appropriate by the Countmaintenance
the improvements shown on the County approved engineering
By:
U
_
of an erosion and sediment
program authority in its approvalVito
drawings titled Development Concept Plan, sheet 4 dated 10.21.13
Cetta, Manager
(q
V1
control plan for the land disturbing activity. These steeper
slopes shall not exceed a gradient of two (2) feet of horizontal
and revised on 8.29.14 as prepared by Alan Franklin PE, for both
COMMONWEALTH OF VIRGINIA
~
distance for each one (1) foot of vertical rise or fall, unless the
Scottsville Road and Avon Extended. The improvements shall be
CITY/69'( OFF I l� to wit:
Z W
Count Engineer finds that the grading recommendations for
y g 9 9
designed and constructed to the County and VDOT standards,
�
i--i
steeper slopes have adequately addressed the impacts.
including the design and construction of related drainage, slope and
U)
e) Surface drainage may flow across up to three (3) lots before
utility easements as applicable. These improvements shall be
The foregoing instrument was acknowledged before me this2�+" day of
~
being collected in a storm sewer or directed to a drainage way
completed and approved by VDOT and the County prior to the first
+CA-nlbv-K 2014 by Vito Cetta, Manager of Barracks Heights, LLC, a
J
outside of the lots.
f) No surface drainage across a residential lot shall have more
certificate of occupancy for any structure on the Property. As part of
Virginia limited liability company.
W
Y
than one-half (1/2) acre of land drainage to it.
this process, the dedication to public use shall be completed at the
0
g) All drainage from streets shall be carried across lots in a storm
same time. The Owner shall obtain approval of all road plans and
Q
sewer to a point beyond the rear of the building site.
bond prior to the issuance of the first building permit or first approved
My Commission expire t0-31"i5
h) The plan shall demonstrate that an area at least ten (10) feet in
subdivision plat, whichever comes first, to ensure that these
}-Y1C®
O �
O
width, or to the lot line if it is less than ten (10) feet, from the
improvements can be completed in a timely manner. The
# I G1C ( Notary Public
N
portion of the structure facing the street, has grades no steeper
that ten (10) percent adjacent to possible entrances to dwellings
improvements shall be deemed to be complete when they are
MARGIE K. COLLINS
NOTAflY PUBLIC
REGISTRATIONN100801
COMMONWEALTH OF VIRGINIA
MY COdW I` FIRES
. _. ISS11
�
cc
pLO
F
w
w
x
JOB NO.
182157
SCALE
N/A
SHEET NO.
iA
0
0
0
0
_
JL---
/ _
099_ -
n- o
_
• \ \\ / _ - _ _ _ /- do IsleeggrrpppphhCompyns - \ / PJ -
-57
\
NOTE: E)
RELOCA'
-
/
1
Wk
---------- -- --
�\
/
"
\EXISTINGCULVERT Poiee/
/ / \ TO REMAIN - -
° I--------------- v•_,/_-__-//
- -
/
It 9
/
\ /
,- - - - - --/
- - - - - --� m
-T -_--_ - - - - - - - - - -
009----- - - - - ---- 009--- / _
\ / -
/---------------' I -__ _- EXISTING MANAGED
A
SLOPES TYP.
"
PLAN SHEET (MATCHLINE A)
• / R/W LINE ' // I \ SCALE=50'
/y
--
& Teleaph Company A ravel
\ ''' '''_ S"r�✓ Lr- 'Ferl Bi424 P.279-- I
-- \ 9
��'� none/i'-%'---� 71VEg•-S"E�I I �Jd= `---- \ i /�\I / I �O4\� BENC ARK IS
Pyee%i/' �' -SNE \ I/ I `°� ' I a / / POIN 11T-6, NAILAA DF I /
N3883A16.519
F�
E 11481275.573 - -�
ELEVA7tION649.10
A)LBOX
69
MAILBOX
\� \`------ots'�� /'/ /' //' ' 1 ',\\\\\0' \\ TMP90-35 1
` vAVVVA V, A A\V1�AAAAAA \j1v/ D.B1 , DING7S15LF/iANGHO
IG OVERHEAD LINES TO BE D6.657 234
NDERGROUNDANDTHE AAV\ZN ' LIG DU TRIAL so2"w)0LESWILLBEREMOVED 719.33'(be
vv
\OAs
line)
No. 35791
6/12/20
none EXISTING, ' t , F-
\ CULVERTTO z
BE REPLACED g
XISfiING_I/-// I U '
R/W LINE Q
o°g // ,/ // ,/ //'_ _..I r U\\\\\\\Im\111\I1ll\ \ I i /_/ / Z ZO J
'=Avrax Location ---_-- `I�
65 ___..1 ` Q I \\1 `1\I\II\I / i it --ii'f 20 Va�Trelejlhone-p-__ \ 1 d O
\\\\\\\\\\\ /\ / A LJ ;'Y I' -' nmt. D.B 424 P.273Y - _- \ gravel 11 O U
Ln
t'1 I,_ - \ H UI Elf
w
\
StlaACOE58 EASEMEt_—PLAN SHEET (MATCHL.-' w
w O ~m
W ApCALE
J
Q Uri
LU
LU
NI\ \\ \\ \\ \\�� - _ -r - a111-.-_--18 RCP /'/ / I \ \ \ \\ lib -_TMP \ - N W
�Ln
V)- IN IDI-''�24°42DP / \� \ \ \ �-�°BETTY LEE PROPERTIES. LLC Ii
\ __ oary _ 315.81 40UT \ \\ \ \t ��_, D.B. 4195 P. i82--- w
I --r---
/ /'' / / / // //�j -i-- - --- �/ I \ \ \ \ i \ °_�/ QA D.R.976.P. 474, 477 PLAT Of
/' /' / / // / / \\ \ sep ` \ 4 `� \s ``,� D.B.928F".237PLAT
--_ ' / dye °' INVi ep \ �•�� \ 9t`� ZONE:-LIGHTINDUSTRIAL
I
p0
�065-_ TOP
3.31
��\ \\ // /•° //' // // // // / /fi-_ \\ `\ ����� \\L '.: �__�ENBE6MP 90-WOOD ----_- '�i 02
\ '-_ Wes_ l /
D.B.1727P.674,677PT
O0T\ `� �\ I ---D.R.1707+ 582
� �\ 1- D.B. 1571 P. 245, 246 PLAT �I ____-_
to -'' -___--
- -
�\A `�il. SfN�JQ792
�
/ ' I' _ ___ B P 3 Ate_
TMP 9 -27C 11 // _ - - ,/ v` ���-__ --'' /'� /'/ /' /// /// /// /'/ \\ v� vv`v D: z657 P�234P
\ MINTER ES T. OR I - - �/ ,-_-____---- / TMP 90-28, / / ' / ' �\ \ C, -- II osti / / / / / / / ZO%E: Li HT INDUSTRIAL - v -
' LISA A. _ oss' ' �/I ,/ / STANLEY MARTIN"COMPANIES.LLC / /' /' /' / ,' /' j \ \\ �O \ -- --___-----____
D.B. 114B P.�33 -- / // // ' /'-D"B. 4571 P�421 -0Ls'' // // // // / // /' ------'-�-- �'�-- ---- ---
D.B.-629 P. 616 PLAT / - ---
- // /' / -___-_ - / / ; D.B.D82052. 22 PLAT- // /' / ,' ,' / / _ I \ \ � ppo - - _ __
' D.B. 554 P. 441 PLAT / -----__ -_____
��__-_ / Q L--'' // // / .W.P.B4 P. 35�PLAT - - __
--__-- ONE: R1 RESIDENTIAL ,/' II� // -_- -_-� ;� : H.W.P.�.4P146 PLAj / / / / / / �/' \ \ %_______,-�____ __________
------'''095-' ZONE[NMD - - - - - - - - - / '/ //' //' //'//' /' `\ \ \\ \\ \\ /'//' ---- - - - - - - `\\\�__ - - ____---
oS /' /'' `\� _ \ VERY DENSE �EGET`m(5N / —_--
/
EXISTI A� 'GMO ILE//
/ HO�RETOPE / //' \\0gs- --''// �/ // //' �// i�5'
/
_ _-- - -REMOVED / //
/
STEVEN W. FjND BETyY '1- - // /'
C. JOHNSON,
D.EL, 629 P. 616 PLAT'
-ZOIIE: R1 RESIDENTIAL ,' I -- -- ,/ / / _ - / v AV / ////' �Y -- -
"(
__ — -/' /� -' /' ,/ EXISTING � s
-- TREELINE(TYP.)
TMP 90-35V
pm
RONAYNE, LLC
/
o`y // / // y/' //_� I\ i // _-'' // EXISTING OVERHEAD _\ / D.B. 4719 P. 402
EXISTING SHEDS / POWERLINE AND POLES ) \ \ / D.B.4473 P.48 PLAT
TO BE REMOVED t' TO BE REMOVED -/ `. \ // / D1�. 440 P. 198 PLAT
I
/ `/ / ZONE: LIGHT INDUSTRIAL
-09$-
r __-- - -- {
9.5'x�n4' \ \513 'x15'S�' I ,/ EXISTING GRAVEL\\ 14,-
'' pE' I I ! - \ \ ____-_ - - \ \ shed\ \ she8'\ ��REMOVED
I \ \ ( / / \
of I I / \ \ \ - 1 _ -Sao
\\ \ \ 1 9 \ \\\\ Pole \ Ar \
QD
r
' TMP - 7A
/'--
LE AND
' / / /' - - I/ / _ /' ��� �� �- _ \v � -_- ' / / � j • j \V AI a � I // V I / \
' - MINNI LE BEST/ -L S_AT- '- `
_____o
6 EXISTING STRUCTURED.B. 28 453-Ogg- ______ITO BE REMOVED
D.. .264 -----' z N : R1 TMP R0-27
LOT1
T P 0-26 I RES D NTIAL I RO�ER SCHICKEDANTZ I 3 / /' ---' _-- `� --_ ---- EXISTING S RUC/fURE
-- _
STE E L E - --, --J 1 1D.B. 1244 P. 461 1 II I / //' `� - TO BE REMOVED
S PLED i / \ D.B. 530 P.1 PLAT I. \ \ / -_�\ -- oss___ ---- y
.B. 1 7P. 388 I h \ \ D.61 \530 P. 16�PLAT �\ /\ ----- -oo
D.B. 1 58 P. 88, 590 P I II \ZONE: R1 RESIDENTIAL \ \ \\ \\ \ / - -
-NOTE: EXISTINGOVERHEADLINESTOBE
--- ___ --
_
ZON 1 ESIDENTI i \l EXISTING STAIRSTO \ I \ \ \ I / RELOCATED UNDERGROUND AND THE EXISTING OFF -SITE UTILITY EASEMENT
\\ ` I �\ \ \ I / --�--- /' I/ \
I 1 \BE REMOVED \h \ \\ \\ I //'----_-- -ASSOCIATED POLES WILL BE REMOVED - �- / ,/' / -'I r
`\ --_ - - -_-' / / / / // -\ D.B. PG. 1
- _EXISTINGMANAGED-_- ': t_ _ 1 `I�
I y \ VDH o \ I \\ \ \\ \ \ /-'------ ---- SLOPES / / /' /'' o�`' # EXISTING OFF -SITE DRAINAGE EASEMENT GRAPHIC SCALE
R v , \ \ H \ \ EXISTING PAINT / -LIMITS OF PAVEMENT .--LOP ' -' /'/ \ `_
----- GRAVEL ------ EXISTING DRAINAGE_- MON. \ , I\ EXISTING 1 I LINES TO BE / EXISTING EDGE OF / /'' / - 1 I / G' so o zs so 10o zoo
.sso__ --- \ \ I REPLACEMENT/ _ \ l 1 _D. B. P
DRIVE 42EW5 STRUCTURE TO BE I I \ROADSIDE DITCH I / 'PAVEMENT 09S �\ \ I
-- sse.as 48ELM ' 1 \F �\ I REMOVED WITH / PAVEMENTOVERLAY ---_-_ --'-�/ I -
sse.aA ' AS REMOVED Aproximate \ \ / EXISTING DRAINAGE / - _ \ \ 1
- - DRIVE Va Public Serdce smt. TURNLANE k --- -- ---- BENCH MARK IS
oHEOHry _ Y I \ \ 1 I o /'----- --FOR - �/ p _ IG
INV INt DEB -- - _ 1, 0.B.221 P.30 _ - - STRUCTURE TO BE I P \
omm. CWARLOTTESVIL IS
FULL OF DEBRIS - / Tv. t------ +--1-- _IMPROVEMENTS /- / LANE BSL/' 1\ \I ' vaalt&
----_Pole 1 I \ __-___ ---- / REMOVED Y\\ - + USE-SIRINE
.\ / I 1\ T--�--�------- -'" -- ---- — -- ---- - - -- FLeI-ol>G _ ( IN FEET )
_ _15"CMP - _ oHE OHry --- __ __-___ _ -_
- _ \ INV-IN - _ ___-___- _
IIN 3882993-.340
Pope P` + 11 inch 50 ft.
_ I_55J.28 � \ � 1 oe pole � -BPeon€ � / � - �8233O4N yIEXISTINGCURBIN
_' =_ sse.as \ -- ------- �-------- - ---- -- -------- - LU
-- ---- --- , x TO BE REMOVED G I
4 W - ----------------- -- '-- --- - -------------- --- -- ----
T � � \ \ `914 � . 5$3
33' 18. & / OH ,1------ w w
_---- ----- J \98� S333 '20"W 246 6' is eec. a T O+°-" 4en -� C = Z_ Ln -
5 . 7" o¢e
Ln
/
IFI
- DEBRIS � / _r. -. / � �.t. r•_ - - � eP �-� _-_ J \
sao-"CMP.- e /o iI I �1 I-'�P�\ x -
`-_./ ---- _ __- _
r oHry INVIN 3' - \ L..... -' U.S. RT 20 (80 OTTSVILLE ROAD 55 M H - - ' - — --____ - ----------- ~t
!. ... ,. , . -_-1- _ // 5z2.5e _! r@CPE �w
170 1 552�7 \ MAILS X \ os D / / / ( ) . _ t;RgTS - _ _ - _ _ _ _
SIGP MAILBOX \\ e / 0 _ / / /' / / .1 PG. - - ` TOPOZOWfl(iINT)_- `-__ _ - �-- _--_ -__
lV OUT tS / FG< `i--/ ,MAILS X - ��oHro -
JLLOF BRIS mm Hr ry = /-----/ 4°..-_-.__-. _ PB 3 _ _
/ INV OUT 55 9 r 7�-_ D - _ oe _ l N - ---___ o - _-__--sso- MAILS-4 -_-__ _
HW 54
/ FULL OFD RIS TIMBER ose--� oer oery �-a/ _- \� _ - _ - -4NV IN_-_-- __ --__ ____' _ _-_ _ -
b Ph / /' 527.60 7 'C N- --Tv1A1LBOX--___-_ I _ ■
WALL � _ ___ _ __
/ O P01 -- /— _ — _ — — / __ _ -�
-� \ r-- - MAILBOX IIT MAILBOX- ___ _ _
—__—_____—__—__/- �l _ _ _ _ _ _
32
I T P 90 2 E I ,- — — --- a 52 .71 -- ---- HMO -'' - - - - -- ---
0 0 �\ \ �\ \ \ )IF /VDH. Aproximate \---- A rox 10 VEPCO Esmt. VDH. /'"�� .-=— - - -/'y �- -
E DIE LEE D I I_ 7 II i \ MON. Public Service Esm�t. ,% P - -�.- -- _ EXISTING DRAINAGE- - �sza __
EXISTING Is D.B.462 P.116 MOy/ I ` __ \ .B.221 P.305 / EXISTING DRAINAGE --°=�--� -STRUCTURE TO BE-
' MI LEE ST _ 1D , , � m � � - � ` � I `
LIFE STA E I P 90-21 I NORTHBOUND LANE \ \ f- D.B.288 P.80 /
I JERRY LEE AND PB / T 90-21F �� -I g \` TO REMAIN ( \ \ I\ I 'LIMITS OF PAVEMENT STRUCTURESAND -IMP- 90-21H-REMOVED ------------------
/ TMP 90-21 H - / I D.B. 3716 P. 243 a STE HEN B. HE RY \ I r \ I DOROTHY B. HUNT _ _-�saa-�
' DE 15,Do WI BU R. AND EV \ MP 90-19 1 ' \ \ DOROTHY B. HUNT / REPLACEMENT FOR \ CULVERTS TO BE • / o , _ _ tecEoas
D.B. 325 P. 367 PLAT I p l D. . 2816 P. 7 I 1 \ - Q - / D.B. 3289 P. 68, 71 PLAT I� < - 3'' .]a _ _ _ _
I ZONE: RURAL B. 3767 P. 332 ',", D.B. 3 6, 3 P / IFFLETT I JULIAN P. BATTEN, JRI 1 \ \\ D.B. 3289 P. 68, 71 PLAT / NEW DRAINAGE PIPE REMOVED o o Q \ _ _ _ _szo ----
D.B 325 P. 367 PLA I D.B. 19 P. 718,720P AT I' 3 / \ & I I I CROSSING �'I / D.B. 1717 P. 31 I z� I \ _-,------ _-�,N --
a I ZONE' L a� \ D.B. 1717 P. 33 1 1 -D.B. 1717 P. 31 \ \` I o� D.B. 1350 P. 226, 227 PLAT , / ,n \ \ _ _ o-
NE: RURAL II _ ` ` D.B. 1350 .226, 227 PLAIT ' D.B.1350P.226,227PLAT �\ 7 \ m \ _---_ �_z »o--� _�--
\`� \`\ ZO E: RURAL ZONE: RURAL ----� I \ 9� / ZONE: RURAL ,/ a \
L9
ti
M
® M
N
4
M
N
W C) z
CA
N ^J
1 L
LU
J Q
O
Q J
Hq
W U >
Ul C/)
J
H�
� v
ZLU
w
U
J
C:)
N
z
O.
O
z
L I
LU
w
a V)
JOB NO.
182157
SCALE
III _ 501
SHEET NO.
2
0
I
i
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
i
1 LANLl
DSCAPED V7
/' - iacatioO BUFPER AREA
OPEN SPACE
" 0 Yd iekphope
: &'ielegidph Company (0.67 ACRES)El D
i I
TMP 90-33" �/ / / / ss. PORCH
6 °ns PORCH PoacH
JEANNETTE D. SMITH % LOT LOT
- PORCH Poaw LOT. II
D.B. 4254, PG.118 � ``I \ `` LOT LOT o 29
32 31
OT I ��
LOCK E �p4OT 3
i Rp 3 HI
Aprox. Lomtion / " $ �Q 1 , Z 7 A C 2'VaTelephone �/ psl Telegraph COmpony �°/�' �poPc 36 1' - I
,� -. ... Esmt. 8.8.424 BD9 i LOT F', - T'n on_zcee
_°.- - - - sLOT
LOT POac" PORCH Poaai 3
LOT LOT LOT \���
AREA#5 2
i 4
1
39 4 o
i EN ACE PARK 4 h
�d,.Zi LOT
e
wv 1 e e
r
G
ARDEN
Ile
I%
wv —DA
—DRIVE
t LOT
ROPoseovAR. WtDTHPu6ucsrREEra
AMENITY AREA 4 26
LOT DOG PARK
/ 43 (0.19ACRES) LOT
LANDSCAPING LAN 24
L
LkODSCAPED 44 _��� . DO6 PARK LOT
BUFFERAREA LOT° !-,g _
OPIfN SPACE B i 45 �o, 2 3 L
y Nti ,Op2 ACRES) - `\ P -- -
DFWAY BEDICATION %,' LOT LOT LOT - - -
�7421MPROVEMENTS J 46 LOT
f 47 4B 49 15LOT
I.L7 A, ; / i 22 L
E r
9
• . �.� �1 LOT
— - I
— —— LOT*
20
F
- ___-L_.- -
AMENITY AREA:#3
`QCK-F-- -- 19 1 L .
_ - 1 -� I I
jGRE ENWAY PARK —� ----- _ 0r75 AIC
• (D.SS ACRES) f \ I 1 +o'x+6' PORCH PORCH I PORCH PORCH' I; r
SEE LANDSCAPING PLAN �_ "� \ *+R °°%e• PoacH LOT LOT LOT 1 1 .LOT*
\ ,°x+v aORM
FOR DESIGN OF GREENWAY PARK OT PoacH LOT
\\ SA LOT I T 54 53 52 1 50 I LOT GARAGE
ROR LOT 56 1 55 1 1
IF \ ooaH LOT 1 C 17 =°LuIH
=1, no OT
LOT 59 'I 1 -.1 s6 L
RS60 11 m 1
F
-
Js \ \ r-
I I 61
i
LOT '• YOLA Y
62 + e f LO - PDe�
I
I
• . _� - r
—Ti
L63T nm / / - `sfl• _ �_ i LOT GARAGE I.
I $ I
I A '
v,
}
1,v 1 LOT LOT E/CrF/C LU:.
f,1 LOT , + ak LOT L8oT L$ T Sz 83 LOT IL
79
} LOT 1 II LOT I GARAGE � r
1� j LOT mPl / 78
p 6
I
' 5 �`s 3P9CF L III �
LOT i.
i
l� J i7. 7 10 Iry 1
i LOT LOT \"�y I ._°PE
66 I / 76 / J ` LOT 2 1 Ri
a * IL
9 11
I
LOT
i� I LOT ,; ... r i.—_`.A q o 8
al 7
a
------ - - -- 4 LOT �r: BLO K 6
w I LOT
t I EP 4.16 AC o Y EP: I LOT / 75
68
`—+
AM NITY AREA#1 2I ° Il
I / TMP 90-27B I _ F/c qc mPl I L_ --- -----
Lj STEVEN W. AND BETTY C. JOHNSON _ _ ' x=o min. LOT I j LOT F
/ = I.. 100 ACRES vAR GE d }
D.B. 1026 P. 715 it wRAGE 4B 74 I' -SEE LANDSCAPE PLAN FOR DESIGN Q SIC W
/ D.B. 629 P. 616 PLAT
I /
II
I
I I
EDDI 27 D
IMINNI L. EST
LIFE E T E
P. 453
P. 264 L T
1
I I
I �7
I 'I
I I
/ aG
I
I
I /
W MAILBOX
-----
O—
i
D]
w I
I
w
TMP 21E
I
LOT )
EDDI LEE AND
Q'
MI. E LEE BEST LI E ESTATE
w
OR 3 18 . pI-A
Z
I
J
I
I
I
Q I
I
I
u
/ .
/
/''
I
1
6g
_ LF II
OF THE COMMUNITY PARK
B'
-
LOT
I�
J
-ji'
LOT
r L
LOT
r
B/ -B/C '
I
LOT
r, In
I„
73
—
{
- �.
•::
LOT
GAR GE
— —
)I—
I
LOT
R�
LOT
In
p
72
LOT
j
:.
II
71
,
1
L
I,
TMP090-27
-- ------
- I_
n S3
LL
`
---
BERWYN LANE-- ---
PR POSED VAR. WIDTH PRIVATE STREET
-
___
-y-----°w
o.
A,
—
1
•
N
l
DGER SCHICKEDANTZoG
D.B.12"P.461
L
---�-
•
9
:9
--
j
D.B. 629 P. 616 PLAT
I
(TYP.
D.B. 530 P. 164 PLAT
III
1 l
J-J L J L-J L-J
�oJ L J
L J L-J L-J L-J
L 'i
i L-J '--J L-J L-J L-J
L -J
I
'
¢
*
E
_ -
_
*
/P. E
I /P
D.B.10 P.715 II
D.B.
65] P. PLAT
CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS,
vj
VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY
DISCREPANCIES.
CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY
COTT R. I
(1U
ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES.
(DREPRESENTS ONE PROPOSED PARKING SPACE.
No. 35791
OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6".
6/112/20
ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS.
ac
�SSIONAL
CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING
S-l"(
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 (3.) CAR GARAGE. THE MINIMUM SIZE OF
THE GARAGE SHALL BE 3.2' x 20'.
ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT.
WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS
UP)
SYSTEM.
z
BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 3T 2985 MUST HAVE AN ASBESTOS SURVEY
2:
PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE
p
REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS
V I
u
FOR DEMOLITION PROJECTS.
ALL PRIVATE ROADS, STREETS, AND ALLEYS SHALL BE OWNED AND MAINTAINED BY THE
Z
o
E
J¢
HOMEOWNERS ASSOCIATION. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF
O
o
ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE PRIVATE STREETS, ROADS, AND ALLEYS
En
�
w
WITHIN THE NEIGHBORHOOD.
Lu
Ln
ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE
V /
z
<
w
EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE
FBI
o
1--
On
ALBEMARLE COUNTY SERVICE AUTHORITY.
/\
a
ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE REQUIRED
L
PROFFERS ON SHEET iA.
W
�/
p
LU
EACH LOT SHALL BE SERVICED BY PUBLIC WATER AND PUBLIC SEWER, AS SHOWN ON SHEETS 6 &7.
Id.
Ln
DECKS MAY PROJECT NOT MORE THAN FOUR (4) FEET INTO ANY REQUIRED YARD, PROVIDED THAT NO
>
SUCH FEATURE SHALL BE LOCATED CLOSER THAN SIX (6) FEET TO ANY LOT LINE.
�
ALL PRIVATE YARD DRAINS SHALL HAVE A io' PRIVATE DRAINAGE EASEMENT.
WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE
COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED
BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR
HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS
ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC
SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE.
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.
RECORDATION INFORMATION:
THE SUBDIVISION PLAT FOR THE PROJECT IS
RECORDED IN DEED BOOK PG .
ALL ACSA UTILITY EASEMENTS AS SHOWN HAVE BEEN
PLATED WITH THE SUBDIVISION PLAT.
------ ----------------------
NOTE: THE WATER AND SANITARY SEWER DESIGN FOR
RV�ENSEVEGErATI�N THIS PROJECT IS CURRENTLY UNDER REVIEW AND
APPROVAL BY ALBEMARLE COUNTY SERVICE
AUTHORITY AS PART OF THE ROAD AND UTILITY
PLANS FOR THE DEVELOPMENT - SUB 2oi9-ooi58.
TMP 90-35 THE INFORMATION SHOWN ON THESE (2) UTILITY
DUANE E. AND ROWENA M. SNOW
D.B. 702 P. 792 PLANS IS CONSISTENT WITH THE ROAD AND UTILITY
D.B. 657 P. 234 PLAT
PLANS FOR THE PROJECT.
r
<
c
0
0
a
o0N /
TMP 90-35V
RONAYNE LLD
D.B. 4719 P. 402
D.B. 4473 P. 48 PLAT
D.B.440 PASS PLAT
NOTE: THE PROPOSED PUBLIC AND PRIVATE ROADS
AND THE ROUTE 20 IMPROVEMENTS ARE PART OF THE
SPRING HILL ROAD PLANS - SUB 2019-ooi58. THESE
ROADS AND IMPROVEMENTS WILL BE REVIEWED AND
APPROVED WITH THESE ROAD PLANS. THE
INFORMATION IS SHOWN IN THIS SITE PLAN FOR
REFERENCE AND IS CONSISTENT WITH THE ROAD
PLANS.
LOT LOT LOT LOT LOT LOT T - LOT LOT LOT LOT LOT LOT LOT LOT L $T LOT LOT
TMP 90-27 i 84 85 86 87 88 89 90 91 92 93 94 95 96 97 9 99 'oo de / Cx A H1C SCALE
LOT 1A
ROGER SCHICKEDANTZ - - -- --- --- ---- --- -- - - - - --- ---- 056 AC
BLOCK A ,� R P S L
D.B. 1244 P. 461
I .) R 6r 50 0 25 50 700
O.B. 629 P. 616 PLAT • { + =�- - - W
D.B. 530 P. 164 PLAT ? - RIGHT OF WAY DEDICATION I
AMENITY AREA#zLINEAR PARK: FOR ROUTE 20 IMPROVEMENTS '
11 �' FOR EDESLG DESIGN HE LINEAR ' ( IN FEET )
i K (0.68 ACRES) r 1II�II( ----_ ----_
BUCK LANDSCAPE PLAN I BENCH MARK IS
-:- '- $II CHARLOTTESVILLE GIS 1 inch = 50 ft.
�. _.-- -- - --- - -- --_- _I ROUSE-SIRINE
STATION 105
-
GET - J
-------------- -
MAILBOX SIGN
MAILBOX o �►
MAILB X —... —... _... —...
_� • SIGN
0 ((91P21D I I I l „
JE R�LEE AND
7 ORAH B. BE TM 9g0.2113 '
]..3787 P. 332 LAT S HEN B. HENR TMP 91-09 r
D.B 2816 P. 287 I MR -21F I JULIAN P. BATTEN, JR.
I LOT 1 '� D.B. 1717 P 33 D.B 338 P. 36. 37 LAT WIL R R. AND D.B. 135D P. 226, 227 PLAT
TMP THY
EV . SHIFFL 8, 7 ' I D B a289 .HUNT
D.B.1 39 P. ]18, 720 T I D.B. 3289 P.31 71 PLAT
/ O B.
1350 P. 226, 227 PLAT
I I I
N 3882993.340
In .ram •
E 11482334.683
ELEVATION 527.73
�.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH
--
---
- -
IF
— ---__,
HWPB.1 PG.354
1 �z
__
—__
y
o
MAILBOX
MAILBOX
I
MAILBOX
—__--------
—
—
\
----.
\
TMP 90-21H
DOROTHY
_
`
B. HUNT
-
D.B. 3289 P. 88, 71 PLAT
D.B. 3787 P.31
—
I __—_-
D.B. 1350 P. 226, 227 PLAT
200
0 CD
N (V
Lu O
N
N
0 \ N
N to
M
® M
N
Y
N
uJ C:) z
Gn
N J
I�
J � z .
J
— Q
U JL9 F--- Lu
LU
i n � LL] '
O Q �.
J U
Q J J
r-
U i Q
W ? �
LLJ J w
H
D O
Cu/) I
i
I
Zw
Lu z
LL
Lu
U)
vJ
J
N
Lu
15
w
d (n
JOB NO.
182157
SCALE
III _ 3Q1
SHEET NO.
3
LOT
NUMBER
LOT AREA (SF)
BUILDABLEAREA
(SF)
LOT
NUMBER
LOT AREA ($F)
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
2,683
1,835
7
1,402
1,101
57
1,935
1,604
8
1,104
864
58
1,920
1,590
9
1,089
849
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
1 3, 191
15
2,024
11,186
65
3,501
Z925
16
2,075
1,249
66
3,230
2,545
17
1,319
1,040
67
3,681
2,491
18
1,055
932
68
3,673
2,478
19
1,319
1,040
69
3,102
2,406
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
1,445
1,040
77
3,296
2,815
28
1,987
1,170
78
3,319
2,937
29
2,107
1,371
79
4,484
3,493
30
1,700
1,356
80
4,489
3,426
31
1,739
1,408
81
3,187
2,697
32
1,794
1,462
82
1 3,197
2,725
33
2,663
1,799
83
4,445
2,993
34
2,793
1,882
84
2,007
1,300
35
1,707
1,376
85
1, 193
1 953
36
1,671
1,341
86
1,194
954
37
1,682
1,352
87
1,494
1,194
38
2,844
1,979
88
1,496
1,196
39
2,947
2,081
89
1,979
1,283
40
1,743
1,412
90
1,969
1,275
41
1 1,709
1,379
91
1,201
967
42
2,190
1,498
92
1,202
962
43
4,726
3,606
93
1,504
1,204
44
3,259
2,781
94
1,976
1,281
45
4,649
3,538
95
1,980
11278
46
3,744
2,755
96
1,510
1,210
47
3,093
2,613
97
1,209
969
48
3, 117
2,636
98
1,210
970
49
1 3,656
2,694
99
1,514
1,214
50
1 2,523
1,717
1 100
1,954
1,282
GRAPHIC
SCALE
A7 L�
. .HLli
- HVAC UNIT (TYP. yoxs6 ) 1 so'zs6' PORCH 1 LOT FRONT
` ): % LOT' LQT .LOT. �\ I \ 1rpl{ al. it II 30 0 15 30 60 I 120
- 2 y�xycN \ pORCN ( 11 PoecH LOT LOT 1 0 PROPOSED 6' j O-II I 18 SETB� m., it
PROPOSED SEGMENTED RETAINING WALL ` xy� P°R LOT LQT S S2 5 5 PLANTING STRIP \ {4
w/ HANDRAILS - SEE GRADING SHEETS FOR 4° ` s pRCN LOT °� 54 d0 I ) \ \ o NL LOT GARAGE �I,' •ll o
FINAL WALL HEIGHTS AND DIMENSIONS(TYP.). S P 56 55 TCILIN A-S ES EET51 1] (J/') w, ) -° ( IN FEET )
_ i yoxs I \\I f l I - I, 1z'xzo'IMIN ai I m�
DIRE I I ` .. I' \,\II L:-:. _ N 1 inch = 30 ft.
W I:_ 49 -\ \ s cN \1 II oAI u+l I-- __I I.NOPARKING 4: y SPEEDLIMITSIGN �1 NO PARKING
I
D w r . OPEN $PAI t H • . , PpR OT 8 9 D I_- -- 1 r SIGN (TYP)
OR LL I f ' -- ) II $ mll- SIGN (TYP) \ -o"ol o II
(0.83 ACRES) ti� R \ m ,; I z I 5 45 Ib LOT 16
R" m I \: LOT 59 m 1 _ STREET PT:1 +zo. I\
I ` i '�-\ CK _ II STOP SIGN(TYP.) I.
I \ 6o SIGN (TYP)\ \ L
LL ro / J Nxy\ �\ o _ ° Z 4\ \ _ IMITS OF PUBLIC ROAD R/W PROPOSED GUARDRAIL
L I LOT \d �\ \ ~O' `o v\ \'� I _ rn-•i :�: •:.a. `ice\ III ., 33' 41' y9 I
C z j'1. 61 sue\ \ 2 - + - + 3
V' \ \; PROPOSED �5+50 16+oo PG 15+49.66 �L _IX) N 30' LOYOLA V1/ Y17+5o + TRANSITION FROM CG-6 CURB
i C n • +00 CG-6 (TYP) .. _ - e I -I\/� I - H I' (� TO ROLL -FACE CURBING
p ♦, , 15 - u _ PROPOSED 3o`pR ATE
14+5° _ - 5 ®I STREET EASEM T PROPOSED
LQT \ ��\ �'' = ' PROPOSED STOP BAR YP. -+ 17+00
I z ' I vti � _' Slz'R (T ) 16+ o \ I
62 - L YO�' PUBLA STREET i °' �\ CG z (TYP)
1 k I .00 P05ED 4 0o v� 4' 42` I -
000 STREET SIGN (TYP)--
LOT ' 3z' _ _ --- 32' N ROPOSED WALL MAINTENANCE EASEMENT
6.. d° y,i Oj �� - F LOT GAR(Ty GE I' _ I I _I.
I; CL
IPROPOSED3'DECORATIVEWALL �� x5° 2� -- (TYP:) I 5 ri
iz'zzoLlN.I g
NOTE: WALLS 3 IN HEIGHT OR LESS DO L y3 ✓ Z1- -> I O +°
'NOT REQUIRE RETAINING WALL PLANS R - T' N PT: 16+00. 66 III a
) j ry • . a h� i \ x > STOP SIGN (TYP. I. LOT d PC: 1 +o 0
..% I L 2 j 4 3.7
PROPOSED 5�7►�`� e /
-" ` PR POSED PROPOSED 6' LANDSCAPE AND 3 m_ PROPOSED E/P E/P iLF I _L TMP 90-35
HVAC UNIT TYP. PROPOSED- O 6 z I PROPOSED 30'PRIVATE ( ) PLANTING STRIP MAINTENANCE EASEMENT CG-1z (TYP.) 66' w " ALLEY EASEMENT DUANE E. AND ROWENA M. SNOB
9 ■ PmmiLAN iSTRIP ' 3? o � I o LC1T 1$I + I D.B. 702 P. 792
---------- \ k
2 I I 1 � Mlhl.) � D.B. 657 P. 234 PLAT
PROPOSED 5 m I- 3 L NOTE: RETAINING WALLS SHALL
CONCRETE SIDEWALK 00 1 F/C F/C b
LOT LOT I of 66' W REQUIRE BUILDING PERMITS
LOT �'' LOT I LOT ;
=a2 �\� I LOT $2 83 I } "I " L
I j j 6 \ NO PARKING'. .ryf LOT 80 81 12 I J o
4.. SIGN (TYP) ; �� do. \ \`. I p•,. II N I L Q + PROPOSED PROPOSED SEGMENTED RETAINING WALLS
79 - - / j
66' r HVAC UNIT(TYPJ w/HANDRAILS - SEE GRADING SHEETS FOR
NO PARKING h LOT j `I FINAL WALL HEIGHTS AND DIMENSIONS (TYP.)
L` p 1oT GARAGE / it LOT il0' II -------------J I SIGN (TYP) I 11 o"o j PT:14+61.31
---- ''`,
m / I LOT 78 /-------- z 3z, - _ 4z' :,: h 66,-------J TRANSITION FROM ROLL -FACE
c zYxzo' MIN ti - v i ry$ 36' 3 - /..:W , p 5' SIDE SETBACK I -i CURBING TO CG-6 CURB AT
% I I M ��l� +o,�O✓CF - w II ¢ -- - - - - - - - - - - - - DRAINAGE INLET IN THIS LOCATION
PROPOSED io' WALL MAINTENANCE EASEM NT d. LOT �i /. , PROPOSED m N
ti �PCi HVAC UNIT (TYP.) _ - I $ ^ LQT GARAGEIQ5 (6' MIN. TRANSITION LENGTH)
/ -.- / ... `/ - :T.. :: • '.: ; • :: ' ..� I (T ) I + SIGHT DISTANCE=i 0'
L I I PROPOSED 6 s� ?'::` , x 10 + 7
C:.: - 1 .. / F.i •. ::..:; ..... '..: `• `• '.. •: `• / _m l9 12'x2o IMIN
LOT PLANTING STRIP LOT ,�� !` 4 k .. ; .: : ' • • .: ' • .: • • ::: • • .: ::: Iv, I NOTE: RETAINING WALLS SHALL REQUIRE
j I II_ r° :::' --__,..... :::: ::;) / a = 68 NO PARKING
I 66 M . • 6 �% PROPOSED _'•.._• _.-�, ,`' BUILDING PERMITS. ALL PROPOSED
7 is _ 0 �I LOT MI
SIGN (TYP)
11 o / ti 1) o * r� ; E -IE/ RETAINING WALLS SHALL BE ANCHOR
I 01 3 . ,` • . ` SWM FACILITY::i Q lu
DIAMOND PRO COLOR "DAMES RIVER"
_ _ M / N/� PROPOSED 6' LANDSCAPEIz
)I I 98, MAINTENANCE EASEMENT r :. -..: °I LOT r9'
-Im C° ROPOSED GUARDRAIL
PROPOSED 5' - 1 \ i ,` ,` ` ` 6 I' 11 ,
NOTE: RETAINING WALLS SHALL PROPOSED N ` I
I I LOT N CONCRETESIDEWALK irC, � i �� /. , ` ` • 5' o L _
QFS' \\ REQUIRE BUILDING PERMITS / �* CONCRETE SIDEWALK. o o I 1 30
NOTE: PROPOSED HVAC UNITS SHALL BE ^ ( 6� I / FT 'PROPOSED L' ^::I of 7° U o
ENCLOSED WITH A 4' WOODEN FENCE, III F ryl� / e9C ; ,` PROPOSED SEGMENTED RETAINING WALL •'' TOT LOT AREA Q �I ^ ` "I LOT d o
PC. 11+6 + + ROLL -FACE CURBING
SIMILAR TO THE 6' FENCE ALONG THE I I I _ _ _ _ 4 57 ,� 1�. w/ HANDRAILS - SEE GRADING SHEETS FOR PROPOSED 6' // ] L m "
SOUTHERN PROPERTY LINE. I I v ---- -_r 'I FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) / ~ FOR DRIVEWAY ACCESS
W
LL - - - _ m yIJII' II I . PLANTING STRIP / II I 71` r -1�
w1 -- ---97' ° I!
---- -----i + 1 " LOT m BLOCK D �` - / O o bo PROPOSED
,, /; w I I I L T Iw
�I '/
CG-z TYP
Z OT 2 I 75 1 4.16 AC PRO*POSED SIGHT (�l o eo -- -- -------
L �
j I I 68 ' ' 97' a ? " 7z
DISTANCE EASEMENT ry Z I 1
TMP 90-27B I _b1 im F/C F/C i �rvPGjE ' - - - - OPEN SPACE J = 1 61 N : ` - - - - -- -� o
AMENITY AREA#1: R POE 2 N o
a N1 lzxzdMIN. LOT YI I` • 1.00ACRES hti� d I °° a r +
STEVEN W. AND BETTY C. JOHNSON v 97 UI COMMUNITY PARK ( ) GAZEBO h LOT GAR GE00
O`
D.B. 1026 P. 715 M o1 GARAGE �I 4 74 ml ^" SEE LANDSCAPE PLAN FOR DESIGNLS (rv)
D.B. 629 P. 616 PLAT Z (TYPJ R/W R W �I _ i 5
LOT / 1 1z'xzo'104I TRANSITION FROM ROLL -FACE
wl OF THE COMMUNITY PARK a
J 1z'xzo'MIN v ° 97` V71 v CURBING TO CG-6 CURB AT
j of 69 wln•1 - +° - - // II 'N° LOT 74L - II DRAINAGE INLET IN THIS LOCATION
PROPOSED 6' WOODEN PRIVACY FENCE TO BE j F wl FIRE PIT T
i " I ACTIVE RECREATIONAL (Y [F if "I a (6' MIN. TRANSITION LENGTH)
Z AREA L 5
CONSTRUCTED ALONG THE PROPERTY LINE I t � r
O of GRASS ATHLETE FIELD PG 18+
SEE DETAIL ON SHEET 10' 11 I gT wl LOT ~I ry L` ` ° PROPOSED 33.45 LOT 75 L 61 -B/ PROPOSED
yr I 73 n CG-6(TYP), e of • N_.e * HVAC UNIT(TYP.)
LOT PROPOSED LOCATION OF MAILBOX KIOSK 1 + 3 L I o
70 _ j FOR CENTRAL MAILBOX LOCATION °D 76' r I i
n, N 98-
W
...,-......- -.., .. m
r,•_... •^" - NO PARKING I o GAR GE
_ I I PROPOSED PROPOSED 6' SIGN TYP 4� "I LQT `°'4� ° °' '
PROPOSED 2o' LANDSCAPING AND - p I STREET LOT NO PARKING PROPOSED (TYP) (7v rKII AI[
MAINTENANCE EASEMENT TO BE j I I ° SIGN (TYP) SIGN (TYP) HVAC UNIT (TYP.) CONCRETE SIDEWALK CG-12 (TYP.) j 2 1z'X20 LMw. I A LEY
PROVIDED FOR PERIMETER 97 -- + - 7z m. PROPOSED STREET 7g' F- AS ME T
LANDSCAPING BUFFER
STOP
LOT SIGN (TYP. ' PROPOSED 5' at CG-6 (TYP)' • SIGN (TYP) �o j LOT I TRANSITION FROM CG-6CURB
CONCRETE SIDEWALK SPEED LIMIT SIGN f 00
PROPOSED S' LANDSCAPING.' 71 L p of IMITS OF PUBLIC ROAD R/W
- �: °1 • "` 1 L " I TO ROLL -FACE CURBING
' AND MAINTENANCE EASEMENT I I PROPOSED m dOIR ----- ----- -- -I .. . , : ° I ° ----
CG-1z(TYP.) y 86' o + N pT 14+8z.so =85 ---- --- °
OPEN SPACE G I �� 9' } 16 r Z STOP OPEN SPACE ET'
4s --' _ ', PROPOSED6'LANDSCAPEAND � F O-Q w / - P
(0.10ACRES) 7 li ry--____-- v Ci SIGN (TYP.),``•.(0.02ACRES)
S-"---- NT(TYP.) (TYP.) co > w .a:: a 3� ■ ■
-
MAINTENANCE EASEMENT s - a SPEED LIMIT SIGN
` I• :PROPOSED IGHTDISTANCCZ 22 - o_tod / I ¢ _I
EME
+ + U + + + w
PROPOSED VDOT STD BARRICADE , 10+00 -- _ 5 _ p 11+00 � Lu 11 So _ u_ � � 1z+oo rHVACUNIT(TYi z 50 - s' 13 00 -- 13 50 14_00l 14+50 � 15+0o d 15+So �
` ' r 10 0
_ 'L 3oo'R w w
PROPOSED o L- J o- n BERWYN LANE+ -+- STOP 6 R- I -" a -I �Z PROPOSED GUARDRAIL
HVAC UNIT (TYP.) IL " SIGN (TYPJ � w j F
: � WIDTH PRIVATE STREET EASEMENT I ♦. P ! w -
I. I,` 1• .` „ : ,k, • ♦ a Q d :� NO PARKING
I` 1 '�--- ----- --- -- -- - - - - -i. .� -- `- --- - - - - �,, �- -- -- -----` - -- - - - --------''°� � 3� : SIGN TYP
16' -& 20' -20' z ' z6' 16' 6' 20' 26' 26' 20' 16' 16' 20' ' a 26` ° *c° Q PT,•I 9 O w > ( )
- r: - o)nh 9x3✓ 8 TYP.) ~ • : ,j ' .1. - --- - � _ - - - ' `` I --, _ • ' • � BERWYN L NE
PROPOSED 6' LANDSCAPE AND PROPOSED 13 16' PROPOSED 5' 16' - z 13 16 NO PARK - y 2
- ETBAC CG-12 (TYP.) 1 - 60^ 0 - J 9 PROPOSED VAR. WIDTH
MAINTENANCE EASEMENT (TYP.) TYP.} (TYP.) CONCRETE SIDEWALK (TYP.) (TYP) (TYP.) SIGN (TYP) PRIVATE STREET _ _
• TEASEMENT
PROPOSED 5' L z w Z PROPOSED '--LIMITS OF PUBLIC ROAD R/W '
L L JSPEED LIMIT SIGN. ° L J L L L � J - _J % 9xS PROPOSED 2o' LANDSCAPING
CONCRETE SIDEWALK L - L J �' ; o _ L - * L � L J a L o L L HVAC UNIT TYP. o, PROPOSED 6' _
;n „ r ( ) f I� So - - - - - - - - - AND MAINTENANCE EASEMENT
`^ < x �n a x F ^ a �- % ,'--------------------- - WALK TO BE PROVIDED FOR PERIMETER
* „ ^ fn= r{ * ^ * ^ „ Y „ o I 32 STREET CONCRETE SIDE
n „ ^ y In Q * - ° ° f1P.�/P ' SIGN (TYP) LANDSCAPING BUFFER
LOT LOT LOT LOT LOT a OT LOT LOT LOT � LOT LOT LOT LOT i i/ -,PROPOSED I I 8 LOT LOT w LOT LOT° CG-1z (TYP.)
86 88 89 in 98 * EXTEND CG-6CURB THROUGH
TMP 90-27 4 85 $7 PROPOSEDULANDSCAPEAND 90 91 92 93 94 w 95 �g6 97 99 100 36' I o NOTE: SPRING HILL RE SHALLMAINTAIN NTERSECTIONANDTIE-IN
I
I O I BLOCK A THE 8' ASPHALT SHARED USE PATH AS
LOT 1A MAINTENANCE EASEMENT (TYPJ ^ PROPOSED WALL MAINTENANCE EASEMENT /C'F/ 'PROPOSED SIGHT PART OF THE LANDSCAPING PERMIT WITH EXISTING PAVEMENT
n DISTANCE EASEMENT C/'+
ROGER SCHICKEDANTZ j I I ` � --- -- 72e
--- -- 'SET C - --- .--- ---- ---- '1 6 Al.i- 0.5 D.B. 1244 P. 461 zT1 16' zo' z6' 16' 16' 20' : 26' 26' • zo' 16' 16'' ao' z3' / R PROPOSED OPEN SPACE
D.B. 629 P.616 PLAT y ■ a : a . I� I 7 ' CONCRETE SIDEWALK (0.06 ACRES) \
D.B. 530 P. 164 PLAT . , .` : , , 4 • . , o / SPEED LIMIT SIGN TIE-IN CG-6 CURB TO EXISTING _
NOTE: SPEED LIMIT SIGNS WILL BE PROPOSED 6' o NOTE: AREATO BE DEDICATED
NOTE: SPRING HILL HOA SHALL MAINTAIN I CURB -MATCH EXISTING GRADE
t _ REQUIRED TO BE INSTALLED UPON PLANTING STRIP I TO VDOT WITH A FINAL
OPEN SPACE F
THE 8' ASPHALT SHARED USE PATH AS REVIEW DURING CONSTRUCTION v° I ROPOSED PUBLIC ROAD R/VV SUBDIVISION PLAT
PRQP.C}S�D :; PARTOFTHE LANDSCAPING PERMIT (0.63 ACRES) y�/'.�I! IT +
LB.LO`1CK B BYVDOTTRAFFICENGINEERING : `PT:20+77.71 I n / G - - - -------------- --
-----------
MARK IS
�WM 1. 5 n� STREET SIGN (TYP) - BENCH TTESVI
-ti PROPOSED 6' CHARLOTTESVILLE GIS
PROPOSED STOP BAR (TYP. 1 _ �_ _ _ _ _ _ PLANTING STRIP ROUSE-SIRINE
: :::: • ..: • .::: - -- -- -- - -- - - - - PROPOSED - - - - - - - - - - STATION IRI
=- PROPOSED 8' ASPHALT STOP SIGN (TYP.) Joe
_ NOTE: SEE SPRING HILL ROAD PLANS FOR DESIGN - -PROPOSED 8'ASPHALT 105
-
PROPOSED SHARED USE PATH PROPOSED 6' J - - N 3882993.340
NFORMATION FOR THE CONSTRUCTION OF dO1S dOIS 1 01 CG-12 (TYP.) SHARED USE PATH
PLANTING STRIP /
- - - - CG-6 (TYP) A 111482334.683
THE ROUTE zo IMPROVEMENTS (SUB2019-00158)
ELEVATION 527.7±
' � FS
- --- PROPOSED
-- ------
__ --- - - SIGHTDISTANCE-665' ♦. �--- _ - CG-6(TYP)
♦, U.S. RT 20 (80') SCOTTSVILUz ROAD (55 MPH) - --- _
DISTANCE=66�'-
HWPB.1 PG.354 ♦ - -- --
- - - - - - - - - - - - - - - - - ---- XISTING PROPERTY BOUNDARY
El El-- ----- =--- -----
MAILBOX MAILB X - - ��~� ~ O BE DEDICATED FOR THE � Milo.
,.F - VARIABLE WIDTH RIGHTOFWAY
M
F `r , TAILBOX PROPOSED ROUTE 20 IMPROVEMENTS - - -----
G = TOTAL AREA = 0.07 ACRES. MAILBOX -
- - INV IN
No. 35791
8/18/20
Z
Z
w
w
U
O
Zz
O
Q
Z
Z
U
m
w
w
J
J
w
0
1n
J
a
a
.F.
(n
z
Q
Q
Lu
�
a
O
a
O
cc
�
0 0 0
N N N
LU CS17-4 IN IN
0 re) IN00
N 00
Cn
ti
M
® M
CS)
N
4
M
N
W TYT z
VJ
N
111 N J
�! > 112L
CID
Lu
J LL
J
U
Lu
I..0
L9 F --- (.D
Q J
i
Y
w
� Z
H
ZLu
w
H�
U
s� (n
L '
Jw
J
0 C:) O
N
u
G j
JOB NO.
182157
SCALE
1" _ 3O1
SHEET NO.
4
I I I
I II I
I I I
I I I
I I
I I
I I
I I
0
i r r
r i
I
OPEN SPACE C
(0.54 ACRES)
i
/
\ - / / LANDSCAPED
PROPOSED SEGMENTED RETAINING WALLS / /-000010BUFFER AREA
NOTE: SPRING HILL HOA SHALL MAINTAIN w/ HANDRAILS - SEE GRADING SHEETS FOR r' PROPOSED
THE i°' ASPHALT SHARED USE PATH AS FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) r HVAC UNIT (TYP )
i
I /
I /
NOTE: PROPOSED HVAC UNITS SHALL BE
ENCLOSED WITH A 4' WOODEN FENCE,
\ SIMILAR TO THE 6' FENCE ALONG THE
\ SOUTHERN PROPERTY LINE.
PROPOSED2o'ASPHALT
\ SHARED USE PATH
I
vijIE-IN PROPOSED
I
G-6 TO EXISTING
CURB AT ENTRANCE
I
VARIABLE WIDTH RIGHT OF WAY
J�
TO BE DEDICATED FOR THE
PROPOSED ROUTE 742 IMPROVEMENTS
TOTAL AREA = 0.123 ACRES.
PROPOSED zo' LANDSCAPING
AND MAINTENANCE EASEMENT
TO BE PROVIDED FOR PERIMETER
LANDSCAPING BUFFER
NOTE: RET I ING WALLS SHALL REQUIRE
I I PART OF THE LANDSCAPING PERMIT
22' zz28' I
\ o� PROPOSE 6' / / iorREARSETBAZIZ loxis III
' i07xi6 -PORCH
PLANTING II
ANTING STRIP ib
I I MP 90-33 ; .` ,` i • .` ,' ` •` .` ` y� / 9 ^ \ \ \\ --PORCH -P -H LOT TIli LOT
I oac LOT
JEANNETTE D. SMITH LOT LOT p 29
I D.B. 4254, PG.11831
�y6 \ \\ 33 32
/ PROPOSED zPARK / ' / / ! '( r'r/ y i\ 1Qo�`� \\ � o00
I LOT
BENCHES TO BE LOCATED(
\ I WITHIN AMENITY AREA ON ' / �O ��L / / ti ' \ 'e°4C 34 \\ \
FOR FUTURE BUS STOP �� '� , I _ r' ' �tiG LOT NO PARKING
zz:zz' \I "' '�P NS / / LOCK E y r ��°�d \ ' \\\ \ \ SIGN (TYP) . 0) — o
I PROPOSED 1.27 AC / \ e LOT 3 9' r \ _ -- �_I
P HVAC UNIT (TYP.)6
I i PROPOSED 5' i Y9 i 1°°RL� 3E �6 i Y
CONCRETE SIDEWALK \ e r y
NOTE: AREA TO BE DEDICATED TOVDOT �' --20' 2:- 2z' 21 <' +,6 LOT ' j y ry, }' S� t
ARDFN D WITH A FINAL SUBDIVISION PLAT 1z+oo m N 12+50
R/VE F ti :, 9
io'xiG io xi5.. 10'x16' rj a m L.0 h — m
PORCH PORCH
PORCH i.
° STOP LOT LOT LOT ° v°oR ° Z�m a / LOT \tn\ \ PROPOSED 5'
r� ) AREA #5 42 41 4p 39 \ \ CONCRETE SIDEWALKi yy+5 NUl
/ ENTR, 5A
E PARK
GN (TYP.) / iA E I ° Q`<�� t^ o F,N
r NO PARKING NI la > \n \ v x° �� d
/ PROPOSED r o � N / 1y ` PQ • �p
vR f SIGN (TYP) oo s :, \ J t�h -- ------ - a~
CG-12 (TYP.) r O C `i OQ
PROPOSED 6' PLANTING STRIP • x _ p PROPOSED 6'I 12 -I \ \ fir' 1
/ / // a o --- `4 `PLANTING STRIP ' C ` QR �� 7 xl LOT i
.,�, So � � TYP.) • PROPOSED6' \ �� �\� �/ / • r ry I EXISTING PROPERTY BOUNDARY PROPOSED + - _ - PLANTING STRIP A /'� , RQ / Q� rt I' 28 L
CG-6 (TYP). 29' N z ( o ' - l PROPOSED 6'. w I
' PROPOSED �\ - Zixo` �� STOP lox o� r / SIDEWALK Iol r L o<.
CG-6 (TYP) \ ;'';, - L. '' SIGN (TYP.) �9) s q PROPOSED 5' LOT o
CONCRETE SIDEWALK . 2 ~+
6 L
STREET R u+So DA PHIN - NO PARKIN G
4, 1z+00 v dp SIGN TYP 'Y OPEN SPACE D r
SIGN (TYP) \?, y ROP DRIVE —° a N ii �2+S° 4 R s (0.183ACRES)
�� ✓o 25 �� STREET`
-PROPOSED VAR. WIDTH PUBLIC STREET w - SIGN (TYP) I BLOCK C
--_T PROPOSED PUBLIC R/W 4
it
13x`, \ "PROPOSED J J AC
ry// FT qcK r\` oo CG-iz (TYP.) MENITY AREA # 3 �5 L J
/ 4r PROPOSED PAVED TURN LANE- /�i l - '
i� ALONG AVON STREET EXTENDED I % LOT ° _ iz' - - - r \� 0 \ \SEE LANDSCAPING PILA
i 43 �P Q _ 4 ��'' . OT H
Q FOR DESIGN OF. L n ! N
`PROPOSED io'ASPHALT / c, �` b I I (TYP') I \ �\ � �, 1 �4 I
PROPOSED ASPHALT
EDGEOFPAVEMENT
r
r
r
r
/ 'PROPOSED 6' WOODEN PRIVACY FENCE TO BE
CONSTRUCTED ALONG THE PROPERTY LINE
r SEE DETAIL ON SHEET io
3
PROPOSED zo' LANDSCAPING
AND MAINTENANCE EASEMENT
TO BE PROVIDED FOR PERIMETER
LANDSCAPING BUFFER
AREA RESERVED FOR FUTURE
OMMUNITY GARDEN, IF DESIRED
BUILDING PERMITS. ALL PROPOSED
RETAINING WALLS SHALL BE ANCHOR
DIAMOND PRO, COLOR "JAMES RIVER"
�_,-,
SHARED USE PATH . y LOT ry+^ \ ��x SR DOG K ' I
L DSCAPED I Q a NO PARKING \ `\ 2 Q C O
i1 / I o PROPOSED 6' I � LOT o= ) I
BUFFERgREA /k o) LOT i / PROPOSED6' Q SIGN (TYP) \ p PLANTING STRIP I� 2 I �I
1.45 PLANTING STRIP 1 �I `'o. PROPOSEDS' 3 L n _I
/ • ,` ,` . • .\46 /` ` PROPOSED 5' a .
°j .` ; k` • ,/ \ CONCRETE SIDEWALK �A CONCRETE — 5' SIDE SETBACK J
/•,`,
Io LOT LOT JF'ml- OPEN$PACE IsIDEWALK------- �,PROPOSED LOT LOT_ } °
HVAC R 46 Po Qs, d o
I \32 F^ 47 48 (0.21 ACRES) ` \\cy �o 117 a +
SFT °J m 49 \ \\rY o �'J PROPOSED LOT eamIN I N
/ BLOCK G eqC / I m ■ \\ors CG-6 (TYP) 22 vw
k PROPOSED PROPOSED SEGMENTED RETAINING WALL \ \\\ L
1.47 AC PROPOSED WALL MAINTENANCE EASEMENT- - HVAC UNIT (TYP.) FINAL WALL HEIGHTS GRADING
SHEETS
FOR
TYP. \
\ \rF $ io' REA SETBPcCi
O
46' / / PROPOSED 2o' ACCESS & ( ) ` ` \ ` • \ \\°�8\ 'I 1
I I • .` ` ` • .` ,` ` • . • •` ,` , ` • � MAINTENANCE ASE I � \ ` 7ti� •�• \\o, LOT LL I ,
PROPOSED VAR. WIDTH - ---------------- -- - - --
CE E MENT PROPOSED SIGHT \ 21
SWM, EASEMENT ' • . ` ` ' • . ,` ` • ` • _ . � � - - DISTANCE EASEMENT i
r� .WM ED j 36� 32'. 3 �i--- - - a8 I _ vv ?� tv v
. - �L LOT ML
FACILITY 22
o j
1 PROPOSED 'ASPHALT PATHWAY ----CK PROPOSED io'ACCESS& a\\ °rvl of
5
36 L,` ___-- 1O€q SMACK MAINTENANCE EASEMENT o\\\ \ LOT �°
75Aio xi6' 1 io xi6' l 10x16' \'. �1,\:. 19 L I I
PROPOSED 22 I I . ioxlF PORCH PORCH 1. PORCH PORCH \ L , . • \ ,v, '. �I( y _ •� I
HVAC UNIT (TYP.) xs6 1 f io'x16' PORCH LOT I` \.` N11 +: LOT FRONT VI I
�cN QoecN y ) i PORCH LOT LOT LOT iv I ` ' ` • mU * SETB6 al 1
1° OT PROPOSED 6' it
PROPOSED SEGMENTED RETAINING WALL 6, \ POR LOT LOT 5 _ 52 51 5p PLANTING STRIP.\. , d o r .I
w HANDRAILS - SEE GRADING SHEETS FOR J yo y0x' -� 54 00 °o I 'u \ \\ I o of LOT GARAGE = b !I o
/ I PORCH LOT 6 1 °D °o I to I : Il t �. + - rvl (TY ) Q ry I. °.
FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) / S SS TC LIN A - S E S EET 4 I i 3. w l — +
.I s' -� rr \.. ox16 \ 1 I I I `\'l. \ I PPPPPP izxzo MIN mI
6' cN LOT N c I it I I4 i., I
49 'ox1 pOR x y \ I SPEED LIMIT SIG Ni
LLJOPEN SPACE H _-''��y pORCN AI �I _ I (:NO PARKING I
OT $ �I °' I-- -- -- SIGN (TYP). Y\ 1 r
I
w - \ 1 II z m l I, y y- 0N°j LOT 16
m (0.83 ACRES) y , \\ LOT 59 m - STREET PT: i5+zo.45 \
r r \ 1 0o CK _ _ _ \ STOP SIGN (TYP.)
v ♦ r \ 60 m \ ONT - 2' 28' SIGN (TYP)\ \ L
Z I` r N v\ cp \ _ _ - 2 1 \ \\ _LIMITS OF PUBLIC ROAD R/W
uj
--I 3 r LOT \� O�.\ °-.q'\ `° - ••r .. 5 \ II �s 13' 41'
a .�. r� 61 +— 4 2 :. c v.. _II••• ly.,. i is a 'L \\ II ° �.
r.. \ a a E-cT� + �� y..I of
Q I:I,' r �\\ - .. PROPOSED �S+So 26+oo PC:i5+49.66 dL-�---- of 27+5°+
v r y r. CG-6 (TYP) e G 3 LOYOLA W
�\ o y5+oo- - _ J I PROPOSED 30' PR ATE
Z I ry • x� , LOT \ _e-- 5i2 R PROPOSED STOP BAR (TYP. a6+ o i7+oo Y
1. 62 ff i4+5o �. 5 I STREET EA T
o 0 p B STREET �',.I 2S h� 4 2 Sal
I 2 14 - PROPO y r STREET SIGN (TYP) �9
LOT 32'
N - 1: LOT LGAR GE ) I II
63 von tib 1 -- i8' a I o i (PROPOSED 3'DECORATIVE WALL �e- ° 22_ _- 1.xzo' MIN. : °
NOTE: WALLS YIN HEIGHT OR LESS DO L yg i ?i -( ( I L o
NOT REQUIRE RETAINING WALL PLANS) i 4� i \ H q n STOP SIGN (TYP.) I. 2 �I �QT 66' II +
I PROPOSED Np r \ * II
0' i i Y • PROPOSED 6' LANDSCARE AND 3 m PROPOSED E/P E/P 14 L
HVAC UNIT (TYP.) PROPOSED 6' PROPOSED 6' z
H / 3 MAINTENANCE EASEMENT CG-iz (TYPJI j of LOT 66 r i81
PLANTING STRIP / ti r' PLANTING STRpIP
- --- �� J / \ \ C o rn
�. c9�' PROPOSERS' L. 1 Im '.1 z I 13* L MIN.).;. ,
\ / y3 do / a+o3j �� CONCRETE SIDEWALK LOT LOT I00 F/C F/C I 66` r W p
LOT - - r LOT LOT NI LOT I _
I41 it 6 _ Yr. LOT \� 81 $2 83 I i N I J 0,
\ NO PARKING. 80 + 12
III 4 SIGN (TYP) r P I L +79
BUILDING PERMITS. ALL PROPOSED
RETAINING WALLS SHALL BE ANCHOR
DIAMOND PRO COLOR "JAMES RIVER"
PROPOSED WALL MAINTENANCE EASEMENT
PROPOSED SEGMENTED RETAINIING WALLS
w/ HANDRAILS - SEE GRADING SHEETS FOR
FINAL WALL HEIGHTS AND DIMENSIONS (TYP.)
I
I
PROPOSED 4' WALL MAINTENANCE EASEMENT
(LOCATED 5' OFF RETAINING WALL) I
I
LIMITS OF PROPOSED 30' PRIVATE
/-ACCESS EASEMENT FOR ALLEY
I
T V734
ANG HC
D.B.
D.B. 6T
PROPOSED GUARDRAIL
TRANSITION FROM CG-6 CURB
TO ROLL -FACE CURBING
JO PARKING SIGN (TYP.)
)EED LIMIT SIGN
NEW 6.26' PRIVATE SIDEWALK,
ACCESS, & MAINTENANCE EASEMENT
_PROPOSED
HVAC UNIT (TYP.)
)
OPEN SPACE B
(0.09 ACRES)
LOLL -FACE CURBING
OR DRIVEWAY ACCESS
TRANSITION FROM ROLL -FACE
CURBING TO CG-6 CURB AT
DRAINAGE INLET IN THIS LOCATION
(6' MIN. TRANSITION LENGTH)
PROPOSED WALL MAINTENANCE EASEMENT
SIGHT DISTANCE=i7o'
I
PROPOSED I
HVAC UNIT (TYP.)
PROPOSED SEGMENTED RETAINING WALLS
-w/ HANDRAILS - SEE GRADING SHEETS FOR I
FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) I
GRAPHIC SC ALE
1 inch = On lU
NO PARKING
SIGN (TYP) I
GUARDRAIL
TRANSITION FROM CG-6 CURB
TO ROLL -FACE CURBING
PROPOSED
—CG-z (TYP) - - - - - -
-PROPOSED WALL MAINTENANCE EASEMENT
i4+03.70
PROPOSED 30' PRIVATE TMP 90-35
ALLEY EASEMENT DUANE E. AND ROWENA M. SNOW
D.B. 702 P. 792
NOTE: RETAINING WALLS SHALL D.B. 657 P. 234 PLAT
REQUIRE BUILDING PERMITS
PROPOSED PROPOSED SEGMENTED RETAINING WALLS
HVAC UNIT (TYP.)
No. 35791
8/18/20
z
z
w
w
V
O
U)
zz
O
¢
z
z
a
0
0
O
U
U
U
m
w
w
J
J
w
0
J
z
o
�
w
m
w
m
z
a
a
LuLu
a
o
a
0
III
CC
�
0 0 0
N N N
O
Q 17-4
N W
O
ti
Cl?
® M
C)
N
4
M
N
W C:) z
N
111 N i
�! > 112L
LLi co
J LL
J Q
U
Lu
® w
O
Q J
= "-I
U >i
Y J
W
ZLu
w
H�
Lu
0
U
J
O
O
N
u
w
a V)
JOB NO.
182157
SCALE
1" _ 301
SHEET NO.
5
0
a
y
E
0
C
i i I PROPOSED VAR. WIDTH ACSA {{ {� / j �' \_PRUPOSED SANITARY - --
UTILITY EASEMENT (TYP.)
SEWER LATERAL (TYP.) I I
LOT ,t ��' - ------ - I I a
LOT ,i 78 >'� 1�---------_-- _ = 1
I65
LOT
77 / _ —� `L" of
\� v U 1
LOT { / LOT : ::: a a
TMP 90-27B ! I 66 PROPOSED WATER ' I ` 76✓' _ _'.; _
TEVEN W. AND BETTY C. JOHNSON I ' ( SERVICE LATERAL TYP. ° PROPOSED FIRE HYDRANT
D.B. 1026 P. 715 ! I { ry T ASSEMBLY WITH 8"x6" TEE
D.B. 629 P. 616 PLAT ! i l C \ : / s — — — — o: I
0
PISMO
_,. ��.� ♦ e iC
ly.. -L6�11�
e/ `\� ' eerereeeeee� eeeeeeeee��eeeeee�PROPOSED FIRE HYDRANT
—AqqFMRLY WITH 8"1 TEE
1
ERWYN
PROPOSED VAR. WIDTH A SA
UTILITY EASEMENT (TYP.)
,��ee�e���ee■a_��eeee�eee�� aa eeee�r�eeee�e��eeee�eeeee���eeeeeeeeee�=�� a ®��6 ■ ° J r
PROPOSEDTYPEA
•�,
BLY
TMP 90-27
—PROPOSED VAR. WIDTH ACSA
LOTIA ---- UTILITY EASEMENT
D.B. 1244 P. 461 1 pma
D.B. 530 P. 164 PLAT UTILITY EASEMENT (TYP.)—",*—
VDH. Ell No m Eli!
Aproximate
' ■
• :
• — — — — — — — — — — — — — — — — — — — — — — — �'• 1V .� . ' G
�- ,;',d.�•r...1•r..�r,Minn,.der.�i.�i.)ar,ln..1•r�i.)n�n..der..hr)•r.hr.�rr�i�ilu:.A•.Aer..�i..�•rd•r..Irr:�i.)ar,-?•r...Aa r Jr ..i• . • . .) • • .:• :• � I: -- .: / • .,� r ...r..er.d.r.iii..•rl r,,ln�i�i�i:der der..�i�i.der.drr.�i...�ii.ler..der—1�1®�Rl ' • • • . • • •
Service
RONTAGE OF THIS PROPERTY SHALL BE
B - - --
it
• •. . .UNDERGROUND. r.k..d .�rMerY.r;..r a.-...L_.,__en._.rr r._ r�rlrr drrler �i..�i.deed•r.dii�r�..der..�i.)erder.Ar.drr�i�i�..4r�r.�i.de►.der..der.�i..dar.drwdu�i�i lender lrr.�i..der..der..drr -
•ASSOCIATED •REMOVED.
ie & . ; n
�JIG11�J�
PROPOSED LOCATION OFTHEUNDERGROUNDPOWER--------------------------------
❑ ❑ LINES BETWEEN THE BACK OF CURB AND EDGE OF SIDEWALK
MAILBOX °5566so o�� MAILB X — — — —
NOTE: EXISTING OVERHEAD POWER LINES ALONG THE FRONTAGE
D OF THIS PROPERTY SHALL BE REMOVED AND INSTALLED
)HT OHTV VJ UNDERGROUND. ALL ASSOCIATED_ POLES SHALL BE REMOVED.
- - _OHT OHTV OHT OHTV /
-- ° * t
o
°" U.S. RT 20 (801) SCOTTSVILLE ROAD ( 5 MPH)
HWPB.1 PG.354", ~
J J
------------------- y
GIN
° GMAILBOX MAILBOX
Pole
o Phone01 IT
r INV IN
GRAPHIC SCALE
1 inch = 30 ft.
IH-z3 I
II
NOTE: SANTARY SEWER MANHOLES WITHIN THE
ROADWAYS MUST BE INSTALLED WITH THE MANHOLE
TOPS FLUSH OR SLIGHTLY LOWER THAN THE
PROPOSED TOP OF FINISHED ASPHALT (TYP.)
VERY DENSE VEGETATION
PROPOSED 2o' ACSA
UTILITY EASEMENT (TYP.) TMP 90-35
DUANE E. AND ROWENA M. SNOW
D.B. 702 P. 792
D.B. 657 P. 234 PLAT
PROPOSED SANITARY
SEWER LATERAL (TYP.)
PROPOSED 8" SDR-26 PVC
SANITARY SEWER (TYP.)
i
I
PROPOSED TYPE A
BLOW -OFF ASSEMBLY
I
G
fl
MH-2i IS THE END
OF THE SPRING
HILL VILLAGE
ITE SANITARY SEWER EXTENSION PLANS —
I
NOTE: SEE OFFSITE SANITARY SEWER PLANS,
INCLUDED ON SHEETS 30 & 3i FOR REFERENCE
— A
BENCH MARK IS
CHARLOTTESVILLE GIS
�- =�.
— — —
— — — ROUSE-SIRINE
— _ STATION 105
l'US-
Comm.
N 3882993.340
�`
—Vault_&
S E:- 'h1482334.683
I
pt
Fiber o— — — — —
— — — \,E LEVt0N 527.7t
—
—
— —
OH — — —
--QH7P OHE ------ ��\
----- oHiv
MAILBOX
No. 35791
8/18/20
Lr)
Lr)
z
z
w
w
U
O
Zz
o
¢
z
z
a
goo
0
U
U
U
m
w
w
J
J
w
LU
J
ti
ilk
Oz
F
w
ma
w
ma
z
Q
Q
LU
�
a
LULU
a
cc
Lu
O O O
IN
N
LU O
Q 17-4 IN 00
LU M N 00
N to W
ti
CM
® M
CSC
N
M
1
W N
z
Cn Q
N
111 N J
�! Q i2
J LL
J
U
LU
L9 H LU
O
Q J
_ I,
W" >
Y
LL I J
Ul -
w z
LU
i—
eeeeee� (n
J Il `�
JIY
Q
O
® O
N
LL
D
O w
JOB NO.
182157
SCALE
111 _ 301
SHEET NO.
6
N
0
C
iE�
wv
TBETWEEN
ACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER
RUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES
THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL
CT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE
EMENT BEING PLACED.
2. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE \� ,
I THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. r
EXISTING i2" DI WATERLINE
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. \p /
L 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. o� i
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 NOTE: EXISTING OVERHEAD POWER LINES ALONG
THE FRONTAGE OF THIS PROPERTY SHALL BE
I I REMOVED AND INSTALLED UNDERGROUND. ALL
ASSOCIATED POLES SHALL BE REMOVED.
TMP 90-33
JEANNETTE D. SMITH
D.B. 4254, PG.118
✓ ` i
I �
N / V
I __-------��� LOT
LOT LOT LOT I 29
LOT 31 30
CONTRACTOR SHALL REPAIR ROADWAY / �� /, �� 33 32 iFL
PROPOSED 6" go' BEND TO
ON� 34 FIRE HYDRANT ASSEMBLY
co
V I
TIE-IN TO EXISTING i2" DI WATERLINE !�
g' - I
\ I WITH PROPOSED 22"x8" T.S. & V. L0T
35 --
/ P. i' PROPOSED VAR WIDTH Arc
NOTE: SANTARY SEWER MANHOLES WITHIN THE ' p —
\ 3 UTILITY EASEMENT(TYP.)> '
ROADWAYS MUST BE INSTALLED WITH THE MANHOLE
�I EXISTING 22" DI WATERLINE ^
TOPS FLUSH OR SLIGHTLY LOWER THAN THE LOT — N PROPOSED TOP OF FINISHED ASPHALT (TYPJ 3T PROPOSED 6° CL. ✓ _ _ _ —
F / --- - - - _ - --- _
�RIVF � \ � �.� t � .. � � � — — — \ \ LOT _ s2D.I.
• � � D.I WATERLINE / L
-- I
I \\
I -- LOT—
o \ PROPOSED 8" zz.5°BEND. LOT LOT LOT
41 40 39 \ --—— I
x I
PROPOSED FIRE HYDRANT . ,` k` • .4 \ \ i .
ASSEMBLY WITH 8"x6"TEE.` ` . ,' `PROPOSED 8" CL. \ \ y �j �� ,/i h �y� !, .. , ` MH-15
Y \ ` [52 D.I. WATERLINE _ \ \ F' j k•I \�
-': z
S16`40'02"W
119.33'(6e line)
I
x7
ANG H LDINGS, LC
D.B. 026 P.71
D.B. 65 P. 234 P T
PROPOSED SANITARY
SEWER LATERAL (TYP.)
PROPOSED 20' ACSA
UTILITY EASEMENT (TYP.)
PROPOSED 8" SDR-26 PVC
SANITARY SEWER (TYP.)
I rl-i3 I
I
NOTE: SANTARY SEWER MANHOLES WITHIN THE
ROADWAYS MUST BE INSTALLED WITH THE MANHOLE
TOPS FLUSH OR SLIGHTLY LOWER THAN THE
PROPOSED TOP OF FINISHED ASPHALT (TYP.)
GRAPHIC SCALE
( IN FEET )
i inch = 30 ft.
No. 35791
8/18/20
z
z
w
w
U
O
Zz
o
¢
z
z
a
0
0
0
U
U
U
CID
Lu
Lu
J
J
IA
W
J
Q
Q
v,
ti
u
Z
[)
F
W
m
W
m
z
a
a
Lu
9
a
o
a
0
Lu
Lu
cc
�
0 0 0
N N N
Lu 0
Q r
N
to 00
r
CM
® M
CD
N
M
W N
z
N
Q
111 N J
�! > CL
LLi CID
J LL
J_
U) 'Lu z
L9� L1J J
O 0
L J
Q J I—
U1--II J
W 1
Y J �
ulC/) I
I
Zw
Lu z
Lu
J
O
N
w
a v=)
JOB NO.
182157
SCALE
1" _ 301
SHEET NO.
7
------ LOTS -
/ OT S L " v \. F : \r ;1 I OT ' ., I jl i 17 :Iva �578-00
574.00BW� \ \ \ \ \ \
-- - 1 I Z
L86.00TW\C5Osso.00BW�PROPOSED VAR. WIDTgz LFF 4 FFE= FFE\is / \ \ \ \
1.6 000 / I I I (rNo.
PROPOSED SWM ACCESS - DRAINAGE EASEMENT- FFEtl1 59z.00 59 GPROPOSED VAR. WIDTH PRIVATE -- 8 .00-- -- -i 59z.67 -BSM=IBSMT- IFFE=s4�5sa. I \ \ \ \&FACILITY EASEMENT• . ,S8 LOT rFFE= BSMT= I y /\\S Z
r DRAINAGE EASEMENT y / 5/ 'S9333 BSMT 584 33i' 68 PROPOSED zo' PRIVATE
LOT - 93 So \ I BSMT- , 5 81. tl 3 17 L \ - -
i 8z.16 5 49 \ 580.8 580.16
- \ 58z.83 i 5sz.e3 Saa.a6 aoso _57g.93 J LJ DRAINAGE EASEMENT 1 \ I 35791
BSMT= i\ 58 •50
a5za6z,. g 5j5.68z7\.\ �� i6 N �a= - -- �• � _76°,5-io:. Tz/C .- ° 7°I/8i
\ \\ \ \\\ \ \\ \\ \ \ \ \ \
-
8I/O1N8A/L20
91.58300 x-8 s7z.o�w
oOT-6 gSMT 536
FFE= sso.00Tw6 5.j- 5L 574.00BW
PROPOSED 10'PRIVATE YD13A BSMT- 581.o0
DRAINAGE EASEMENT 8 / LOT6i 79.00
I" Frwa FFE=
PROPOSED WALLS (MAX. HEIG 6) 577.00 Q ERG1
cw
4 PROPOSED VAR. WIDTH PRIVATE 5 o gs� - - ' - - y oo \ o \ _ y / 15 / - \ - ^ r -� - EL- \ PROPOSED WALLS
DRAINAGE EASEMENT r 79 0' /. :r _ _ _ 16B �4 - PROPOSED STORM j / \ (MAX. HEIGHT \6')
J ,. f _
Q Ga< FFE= - YDi3 OYO VV _ _ - i6+5o SEWER SYSTEM
574.3 576.67 k �.zo p - r / 64 11 566.00rw
7 \ T
�- / �---- � � � � TWS�z i.. B / -. r/ %\� a �-/144'e/:: // .---'T4"' •,:'.:, :`. � .. ii/ ••' /z-r 68
/ CD : �w ao o- LOT 62 / „ •. s7 79 s7s �z 67 \ \
PROPOSED 8"YARD J 33 LOT 63 _ - oo / / %Sgor' / \sso o;: -- - 1\ �o L 56.0o W \ \ \ \ \ \ \
/ r / I, / 7 M � � _ - - nsso ., \ \ \ rn rn TE /
I ° ' r\ c
DRAIN I FFE= / � - '" 0 94 � / • /�'- . ` ___--_- ,.: � w � 79� / l s74•oo LOT I ' \ \ - - - z z
\ \ w w
571.67 / a `' y x5 \ / 5aa oo / I \ - - 570 � �
° oo- -1 yr, \
JJ L�
7 2 'I
-- � i - -�� - 579.E I / \ \
/ \ \. 7355,.E ,, T: - - Sg.. 58z 67�_\ \ /. t 12 I / C •II \ \\ \\� /� O O
/ PROPOSED 10' PRIVATE n\ , / \ 57z33 i fj ° \ i FFE= 5 a.67 / 57z.oz I Ir \ \ \ \ \ - V / U U
\ 7
- 68.67 /\ \�� /, 6' ... 57940� 1 I r I - I I_I \ \ -
- DRAINAGE EASEMENT 5 r ��-_ �_ t \ > � _"" - // '° � � _ \ � PROPOSED zo' PUBLIC> I 570 ,� I 57z.00 .LOT 4, l3 11.1 \ \ \ \ � - - � � z �
r , \ \ DRAINAGE EASEMENT I / I C I 557ooBW 6 \ \ \ - - j - - \ \ Z 0 ¢
- - ' S,IS iVv \ / r / 57o s S \ \ _
0 9 / 57o:5oB � `` \ 93 F✓° w 'COT
\ a 0 0
51 U U
r s796Y - N �, I\. LOT81 - _ L9' LOT83 r I I 570.0o LOT1 - I L... r.1 5,o.00Tw \ \ �_ _
O
I i y / s7°so $J0.33 --<. •� t � __ o ,_ PROPOSEDSTORM 3.6� � � \ FFE= 80.00 / I / I z ll I \ \ �
i PROPOSED3DECORATIVEWALL �- l 57 T b ---- - ---/ �---- \ ~ w u=i oJc oJc
5 / Li3 564.00BW
I o`b 1 - - - \ y� SEWER SYSTEM y 4 \ FFE= 582.33 BSMT= 570.37 FFE= 57933 / I r I 63 - - - \ 60 0 ¢ ¢
(NOTE: WALLS 3 IN HEIGHT OR LESS DO f ! 5,406 / 5jj.6j / LOT 79 \ FFE= 58z.00 85MT= y. o BSMT= 569.50 I / 7
57 5 I FFE=
NOT REQUIRE RETAINING WALL PLANS)- I / FFE= >\ �a / \� / % 567.67 m m
BSMT z.16 - tE}�8� - - / 68.0o J \ / /
0 570.33 I/ pjo s f FFE= 580.00 57 \ / I / L 7 \ \ \ ¢ ¢
57000 i� 9 �� i�a r \ PROPOSED VAR. WIDTH PRIVATE � . / I I I I \ \ \ / / / � j � �
s'asoaw I 5 LOT 64 - - - I� I f s 9z ii g BSMT= 570.r7 /-- W w w w
6 / 7 / 1 \ DRAINAGE - YDy D LOT i \ / / oc a a
II a. slag 1 a9 i s7s oo / / 1 PROPOSED YARD DRAIN SYSTE - 5 FFE= 565 67 s / / - - - - - -
5 5
578.00 - - w w
LOT 6 - z� YD15B ' PROPOSED WALL HEIGHT=6' -- - 11 566.00 \ \ /
/ - I 5 / a BSMT- 568.3.7 (MAX.( - - )- -- --- - / d I _ \ \ VER //
PROPOSED io WALL MAINTENANCE EASEMENT 568.o0 0 - 1 / f 3 I - - y DENS GES3ETAy C7N y0 - - - > >
/' t y FFE= i �� / y PROPOSED VAR. WIDTH PRIVATE ----- ` - - - Y i i I \ - / / / /=5 - - - owc owc
;,
` x ,/ � 570 - YGis C- _ 68 / -- �-
�v 9 ff
�6cP - 568.33, I I i` . , 7 •, � 57z33 DRAINAGE EASEMENTi YDiSA � - - 5 �=5 I '' . � / _: 5�
\ < ✓. / d` •5666 S66:ao 56a.00 - I --------------- ,`., `'90,43
.Sores �565.50 568 -= ew 6o.00BW 56z.00BW • r 11 1 \ \ \ } /
-s6�.5oew 90 - 76 f s6o _ -- _ / I L aoT D NE E. AND N '/M./SNbW / /
' /I / / / s { s \I / �T77 / w / Seo:ooew-558 __ - ------ YD4A 56o i / FFE= 6067 59o33 �I I: \ \ /
s - _
/ -- - -- i 1 N ----- - 6 x D.B. 702 P. 777
NOTE: CONTRACTOR TO INSTALL PRIVATE 8" >566 00 \ ! FFE= z.6 / -- ;, 55 561.0 5,-.00BW \ \
DRAIN LINE FOR ROOF &FOUNDATION DRAINS FFE= 5 3 / / '- ___ L I i
i 9 55z.00aW \ \ D.B. 65j P 234 PLAT /
/ zo. /i / BSMT= 56z.83 YD75 i � s66.00 - \ y' I I �
WITH 3.o' PRIVATE DRAINAGE EASEMENT _566.jj ) \ `q 6°.°°Bw % i - Ty 56o:ooew NOTE: CONTRACTOR TO INSTALL PRIVATE 8"
TMP�O-27B / / I I i YD16F ' I ••" - --• 1 ' / �, ` • /-'-� -SSgto / FFE= 5 8 6 �ss 1 i 1554 RAIN LINE FOR ROOF & FOUNDATION DRAINS
STEVEN WAND BETTY / s66.667BW LOT 66 I I o YDiSE T�
/ s 3 7 64• , Yp4 0
/ � r + � / / \ � 5 /,�c,` � '' - •_._ - _, I I I i S59• L 6 _ � � \WITH 10' PRIVATE DRAINAGE EASEMENT / �
D.B. 1026 P.)15 / / 0L5 _ i 51 .a t n I 89 % i 1. 6z.00r^N / ' - -, - •- \ / / / \
D.B. 629 P. UAU PLAT / / \ / bti % s6o96BW;./ L $ r I I o p /
/ / L0�67I ZIA
I r/z %\
FFE= PROPOSE .,•.x•;u
PROPOSED yo'PRIVATE 56
DRAINAGE EASEMENi .'r..;✓• . •: •:.':`:/`:::,• ' :: '' / ' - • ` / i' NI i / 1Q6 F5F57E.=00 7 55L667 fs3s z5z I, II:
I
S5s5..00rw
ooBw
.TW 56o PROPOSED DRY SWALE`SS46554 o
ew X
\ LOT 75 / i J I f !L T6 \ pl\ II
/ SSa SSz -�- x FFE= 5X 9
_ __ ISz 67 SSz 6 548.0o W \
LOT 68 I 9 oio FFE= 56i.00 \ - - - - - - - - - f 553.00 ';a \
FFE= i- I 8z I s's8.83 560 67 BSMT= 551.17 \ i / / I YDioA PROPOSED SWM ACCESS & i I I � / - L
\ FACILITY EASEMENT
/ r 6o.o0 - 1 1 \
ob° // -/ % /� �� 55967 I ---- - 4 So' • „ �- _ I - -\ (- - \ II -\
sn93 2 LOT / \. / ------ -- \ 548.o0TW
81 �4 / r 60
r. C- tl 547 ooBW
__ - - - ' - 557J3 559 33 /. , • `I • • \. I /
_ FFE= 559.67 pp \ • . , \, \.. Gr FFE= L T S 48 1
toBSMT= .$ I. Y ,•-,I`�,',. \`• �.. '\. \ ( , `, •, �•``` i., .��. rlw {.. /'.. f.. ° 54867
/ / I rn FFE= {. \ 549 3 : \ 4 4 549 0
/I 09S ssg,00 I I j NOTE: CONTRACTOR TO INSTALL PRIVATE 8" L j r
55933 j sIr \ i' + I DRAIN LINE FOR ROOF & FOUNDATION DRAINS I . l° ✓ \I -.
LOT 69 + / • . , A •PROPOSED io' PRIVATE FFE= 546.67 5454
- - - - LOT 73 PROPOSED io' PRIVATE, \ 0\. , . DRAINAGE EASEMENT 'S47 °o
I� I�
55 36 5 558 00 I DRAINAGE EASEMENT ' I ', / ( I -•
/ FFE= 558.3 PROPOSED VAR. WITDH PUBLIC � 5j /
� ,-- L rn PROPOSED 20'PRIVATE \ I � �'��I'''"""
/ LOT o BSMT- 548 So " DRAINAGE EASEMENT I5�
7 = DRAINAGEEASEMENT sas33
ss e7 l L_ i �I - o t 545.67 � I /
FFE- - - \;; I sslJz � '- • ' - r- - - � � it II 55° -�- + �
- - - / PROPOSED zo' PRIVATE / + / 558.o0 . ' ! h l - - - - - - - - - LOT z
EN r I 8o s ss LOT z w 8A �� FFE= 5
DRAIN EASEM - _ oo _ .0 � 7
/-
- - �-=c - -,-�� sss 37 556.8, - - -1 " /' 1 Yp3 54433 0 �. � I \ I j• ? /
--- - -- - / FFE= 557.00 YD1o20 L \
LOT/1 + \ 0 1 - BSMT=547.17 I h DRAINAGEEASEMENTPRIVATz ,LOT1 r o j/
7 _ ss7.00„ I T - _ sy6.00- - \ YDz 7 \. B FFE- s aiv /
FFE= 554 9 - TI. .� / /r ° \ - 34z 67 54z 0 •' S8A;'
557.33 - 9e%6 I I w 54 I A v 8 543.00, i
YDiiA
/66
PROPOSED 20'PUBLIC _ .•;
I � ` •I . I � s I
57
DRAINAGE EASEMENT "" I • _ _
/ `• `' ' ` ✓ - - --
I $ERWY LANE
+ �
TMP W-27 ' I/./ ss 93' �` L � �� n o \ I\ I - - � - - - - � � 50 � 6 PROPOSED ORM� �- - 56 - P /
\ LOT 1A / i` ` • - - �'� = h '� " - - __"�. - - '-. _~ SEWER SYSTEM-1. -PROPOSED zo' PRIVATE / \
T. .-.
\ ROGER SCIjIICKEDANTZ / . ` ` 1/ I/.` a` , _ ycm V DRAINAGE EASEMENT \
I, 5 _ I' /
D.B. 12 4 P. 461 / ... 4- -- ---- - T •-- =- --- - __ � .Y:__ - - • .:. - ; _ • , .� � :, � - - - - - - - _ -- -- - -- 0 r :Y: - - - I I 2I
j `� C 4 55. 1.' S z_.. 555.79 -: 55553 :: 55490 554z Ssz.go.:` Sz83 So.io 49 3.'.'. 5479z... 4 7. 54437 r 4337.54z 47 4z z 5409 54a.z:. 5�A.j /
I D.B. 629 PI. 616 PLAT I .p ,` ,a"„ i 75 -' - v - �- _w_ _ , _ � :- P - � � �-� =- -= z ----_ ` � - -` �� _ � / o� / I I /
u 5
D.B. 530 P 164 PLAT jj t r o w q e r ( I
6.z -: o.z\.': I. _ z. l�
III 556.z5. 5 5 555 59 Sz84 - ` 7 8 a _ : 4475 4 75 54z 4z \
II 56.25 556.z5 : 549z . 1.50 4950'.- 4 a60 4409 ; 4z 09 I 49
,To
-
\1 \ \ \ \ I 74 L L L L J L-J L-� I I- -1 L J L � -1 L � 1 I li L_ L�J L J L LL
4LOT $5 LOT 86 LOT 87 LOT 88 LOT 89 LOT 90 LOT gy LOT 9z LOT 93 LOT 94 i to LOTg6 LOT 97 T g9 LOT ioo-
YD7 T95- w Z 1 \ \ 6C L � II _ I 538BW I 4 _�
,` l = FFE= - / I
\ \ \ FFE= FFE= FFE= FFE= FFE= FFE= 'FFE= FFE= FFE= FFE= z o8 FFE= FFE_ 1
I. FFE= FFE= -FFE=
\ \ I 556 58 556.58 556.58 556.58 555.9z 555.z5 I 553 17 1.8 55°'$0 8 548.50 li I ,` I 546,42 545_08 544 4 543' z z 541J5 °
\ 20'PUBLIC I \ /I 55 3 549 3 - - _ - 6-
PROPOSED
/ DRAINAGE EASEMENT Y' Is�esl s I, >_I_ % '\
c•� L I
\ I 7z I \ I I z.6 ----I -- -
556.o X 5554z 55475X 55 7x SSz33..I Si:oa. 4933X 548.00X j ` 5459z.X.. 5445 X 439z 4z5 X 54z z5 X...f 66W I Q r I y �✓ /./ /i // 3• , ( -
/ 554_-... ` -_-- 4850' 4750 4 ` _ _ -_ _
/ S6, 71 .2 5z.4z Sz33 0 6 • 49a7 548.83 4783 �-. 54z.o 5399z I y) `
-` - '. / � i I i - � -
\ O 55 551.42 55z.az ' S 7 49 $ ° ` ` ' S42 92.. 5 BW / j / / / Q5' .. \ • ,` • / -
z r
. S 4 o 0 8 a 54
-15 �
Private Drainage Easement Width Chart (10' TYP. UNLESS NOTED)
Pipe No.
Size
(inches)
Max Depth
(feet)
Easement Width
Required (feet)
Easement Width
Pro�ded (feet)
YD-7C - YD-76
8
3.50
9.7
10
YD-7B - YD-7A
8
3.50
9.7
10
YD-7A - STR.27
8
3.50
9.7
10
YD-IL-YD-7D
8
3.50
9.7
10
YD-7D - YD-7A
8
3.50
9.7
10
YD-8C - YD-8B
8
3.50
9.7
10
YD-8B - YD-8A
8
3.50
9.7
10
YD-8A - STR.48
8
3.50
9.7
10
YD-8A - YD-10
8
3.50
9.7
10
YD-10 - STR.54
8
3.50
9.7
10
YD-12A - YD-12
8
3.17
9.0
10
YD-12 - STR.92
8
3.17
9.0
10
YD-12B - YD-12
8
3.50
9.7
10
YD-13M - YD-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
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
8
5.83
14.3
16
YD-13D - YD-13C
8
8.50
19.7
20
YD-13C - YD-13B
8
3.50
9.7
14
YD-13B - YD-13A
8
4.83
12.3
14
YD-13A - YD-13
12
3.08
9.2
10
YD-13 - STR-94
12
3.50
10.0
10
YD-13N - YD-13K
8
3.50
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
3.50
10.0
10
YD-16B
- YD-16
12
5.25
13.5
14
V/
Lu
~
0
0
N
N
r 1
N
0
0
N
�
0
0
CO
r
M
® M
Cn
CV
4
M
W "
z
CA
N
W
J
>
z
Q
Ld
.
J
Q
M
U)
�
w
z
J
Q
Q
Q
J
_
"
I-
>
CZ
W
_
z
�
0
Z
a
W
LJJ
I
W
Z
H�
i
\ 1 - 5z.z8 P, z X. 55i.z8JE 30.3b: • Sz.z6 x.':. 55 s x - .>3• _ , -: 7C i4 .4zX 54 .00. S47Sz 47.00x r z ax. ¢. Xo. 'S4 44 0539 5 si .08 s, 7 f / -i i I` •
\ � .SSz:. I X.. 4 5 4 9 4¢.o X• o. x x: Bo .>' 2 �.. /i r
/ f,AMI •A I .-, 488z - -, __ - _ `546. I N j Y- ✓. -.'
- - / PROPOSED WALL (MAX. HEIGHT=3' ` ` - 5 43'5a, - - - - - - - - - ^ - - 0 YD7 / / / \
\ -'----=----- , .` • NOTE: CONTRACTOR TO INSTALL PRIVATE 8" +, $° / f w / / w .` 1 / \ MARK IS LLI
BENCH
___548 ,` , 1, .`.' - , • , • - ! ' ' o . oo / o • •, / CHARLOTTESVILLE GI I
Aproximdte , i " RAIN LINE FOR ROOF &FOUNDATION DRAINS zA o /
Va Public Servipe Esmt. ! ss4YW I: : ; i YD76 PROPOSED SWM ACCESS & o WITH 1o' PRIVATE DRAINAGE EASEMENT , _ + I / / / / `. ` ,` �'�• \RO - 1
/ D.B.221 P/305 iawl FACILITY_EASEMENT PROPOSED SWM ACCESS & t ° - --- �- -------------- ----------- - I I - �'� _ Q
AT SIRI� E
/ Pol Iv I'_'c;` [\ ' - - - - - - - FACILITY EASEMENT - / - - - / j Ng882 Q3.340
I
- i
SHE OHTV / " E.. _-Iik - - 8234.683
__- PROPOSED DRY SWAL .-_-- , •
- - -
YD16A \ --- __ ELEC : _ ~ k / \ v �LEV I6 �27.7±
of 55 -- - =-- ``_ e 44 - ---- - - -- - a a 1 �_- _ Elec.&Phone / I CV
s - -- o --\- ---- --8-- Hof - gS w
-----__----- L e s, 55 54 5 / Pole -- -- - - -- --
i
56o PROPOSED UNDERGROUND STORMWATER_--
/ MANAGEMENT DETENTION FACILITY
-
- - U.S102
. RT 20F 80' SCOTTSVI L R D 55 , _y_ s� sI - w w
----- 1 --\ - `r? JOB NO.
/ ho------------------- -- -� °-BAPHIC SCALE s
h ! - ------ T------------- - + _
0 Li-------
182157
MAILBOX OT-6001 \ / / / / / / / / / / /..' ✓ / / ry / / 30 a u 3o so120
SCALE
---- s- / o� / MAILB X' \ - - - - ---- - c -- r-- - - / -
> --_ -- sso // /__ --- ---- - -
INI OHTV _ rv1AILBOX\ / - - - ` _ _ _ - _ SH O.
-0 \ _ - _ - ------ - --- - - - -
_ _ - _OHT OHN \ OHT OHTV \ \ Pole Phone / / - MAILBOX - - - - - - - inc = moo- - - -
/ INV IN \ o - \p_1 - - Z MA116OX { tt - 8
Ile
II ' � / / � ��' ��' // /' �� / l � � ✓////jam ,-
/ // .09/
,---GRAPHLC'SCAL� /' � 9
_ -No-
�� inch - 30 ft. // \ // / -� � / /// --� bzy0`t✓
0&0 ✓ / - -' /' / / / / i i ! / PROPOSED lo' PRIVATE
62.>�sZ6 1
ONE�IP /
---'/ S1
/
/
PROPOSED WALL (MAX. HEIGHT 6), -NOW
' 6gv� __- - 620-
�
BW \
./ /// - / _ --2IFFE.
-F ----_ 1r1IT
- - - - - / � � TIVIr �-3� / / / / ' i / '` -' '1 s FFE= II FFE= FFE= 'll 6z2.8 � I \• \ \
/ / / / PROPOSED YARD DRAIN SYSTEM i - m
- - - I - - - - - ' / JEANNETTE D. SMITH- /' / ' � / / / Ii � I /FFE- I I 622.1 _ / / 1 / / u? _/ 620.8 621.51 BSMT- 7 4 z6Tw
---- -----/ / I - ' / / y y i- .'` 4 _i BSMT= 61 °0
- - i - / � \ - -D.B. 4254-P�,.118 / / ✓ SMT- I
_ - - -099- - - ' / ' ✓ / / /' / /' / / ^/ ^ 2 6 PROPOSED 1o`PRIVATE j /6ti9 BSMT SMT III 611.67 612. g 3' \ \ 1
- - - F/ 7c 9 611.67 I z
_ - - - - - - % - / / �� / 1 DRAINAGE EASEMENT g2+ / 6a&oo- / 611.6 L \ \PROPOSED WALL
- - - - - ` /' / \ � ' / ' I %/ / // / `` '(" f � " � .N 622 FFE= i 7.. 32 � . LOT 31 biz oo I biz 67. .
- .i // w ` �('� ' �6 68 byo YD7C , b21.50 L T 33 6ii.33 6aa 33 1 II , MAIN \ENANCE EASEMENT
I�
SMT - - 61133 r !.4 \\ \ \
/ 6
` v- _ - - 611.67 i 6 w \ I\
` --------- _ � ` L.� _ I- \ \ \ \\ \\\
\ -' -OP9 - t Ob / / / i y - 3 SMT= LOT 6io z3 - io s5 ii.zS 1 \ \ \ \
-----�---- _-`9� / r / / / /y _ __i FFE= zz33 1 •a -ao 03 - _ I_:'I 6\ \ \ \ 1
632
1
�-
" �F = SMT-
rz
E 611.00� , • II i¢W \I 1IW
\ �\ //-F--=--�I `\ �•-_ '/ . °:. '- -/ ./ / _6 30 __..- -6�0A 620.8410
`�
\ \ tMP 90-35A1
LOT 4_z - \ - -- byo BSMT-�o 67' r �. k �i r 11 { \\ \ \AN HOLDINGS,
PROPOSED VAR. WIDTH PUBLIC FFE= -FFE= \FFE= FFE= .J 611.00f Aog: - \ \\ \ \\ \D. . 1026 P. 715
DRAINAGE EASEMENT 33.84- 631.37 628.50 \625.84 - ra `16io.67 °a j y -.4= \ \\\ \\p\ R. 7 P. 234 PLAT
PROPOSED VAR. WIDTH PUBLIC a i I/= 1 SMT = SMT \
j / r BSMT SMT , ? o 608 \ \ \\ \ \ \\ \
1 � I�
DRAINAGE EASEMENT 34 / 8 1 624.0o 621. 3 618.67 616 00 } a cf / 47 ,- 'I\`\\` ?' I U I \ \ \ \\ \ \\ \\ \
5
Q
\I( 6a5.6�. __� O� ,. i �, ''-• qf.�y ���: y�y //\-l\i .YDLOT�8 I ~` ILL�O
cB.o
\ \\\\ \\ \\
o
bog. L II \ \ \ \ \ \\\\\ \ l \
/ I � � - - _ - _`. .. ', 1. ,. O � k�:. --• - -:6 .00 `bag. 3 z N - �• '.:/ 45 ^.� I. r'. f. I I I 1.1 \ \ \O \\ \
3 l �
/ / / 6i //i •�•`- �::._. ---'- ,--'" eT._ _ - ...e. '..'\ -4 ``� 30- O ic. - 608. �,,. /y/. /I. -I LOT�7 I \\ \ \\ \\ \
I 6o6:oofW\\ \ \\ \\ \
��`'' 06 0
36 /'/6'06 '. 31 ,.. N - 2 / �` i' 60 . L \ \600.o ew \\ \\ \\\ \ 1J
21+50 a + 9 / �i. /i, l 733 i \\� \\ \\ 0'
I\
y � ' I
PROPOSED zo' PRIVATE FFE- '
PROPOSED STORM DRAINAGE EASE
/60500 6b395 I \ \ \\ \\ \\ \\\ \ \
I 3oA r :
SEWER SYSTEM
i r
T
//�/ --� I ---------- i 'LOT4 ?>3034 FFE=/ j;` `- \ .� �., ..I _... �..y �o3x0 : ".-.-... ''-. / � I /6,,/fio3oox.. 6pzo4 �I.-
/ 2 i - i! 32g z.o�._. `'_ c• \- .: -,,.° / NOTE: CONTRACTOR TOINSTALLPRIVATE8„603.33
FE= 5 4 �z'p& Sa6'43 is 7 \• \ DRAIN LINE FOR ROOF & FOUNDATION DRAINS
✓/ _
631.33 WITH 10 PRIVATE DRAINAGE EASEMENT FFE- 6.33 LOT2 5
BSMT= LOT
\ \ \ \ \
621.So FFE=it sz5.59 g .."F / /; �4 va ( \ 590,0 \\\ \\ \\ \ \
1530 .6 / 6zzgzSo, \602o.007W\\
/ 17 PROPOSED10 PRIVATE i j I 620.25 759 / ' / / �, 5�4.00aw \\ \ \ \ \\ \\
LCIT-k5 YD13N L/. DRAINAGEEASEMENT / \ \ L. \ = o { \\ \ \\\ \\\ \ \
ri -:.-• •/. >.
l
620.83 FFE- t LO 6 /L6T LO f 4a L(7T 49
_ � - ' rT4 _
629.337 I �_- 4 " 60 \ j/ 59933 - -- a \\\\ \\\\\\\
i 6z4 I FFE= o.� � / , ✓ -- --- L � I \ \\ \
NOTE: CONTRACTOR TO INSTALL PRIVATE 8" �- ' - BSMT= i I r 62 z FFE= FFE= \ \ '� %' ✓ - - - - \ \ \ \ \ \\\ \\ ��
59 \ \ \
- DRAIN LINE FOR ROOF &I FOUNDATION DRAINS 61 0 w BSMT= 623.25 6zE- 617.g2 \ -- - ` • f -
SWM FACILITY & 9 5 g - --616.08 BSMT= 5 BSMT= I 6 z1' k0 22- 6 PROPOSED WALL \ \
620` o. 8 0
O�SMT \ { \ MAINTENANCE EASEMENT \ \
--PROPOSEDlo PRIVATE + 613.41 0 608.08 Y FFE= s9aoo s93.6
- - ACCESS EASEMENT - / 6 i PROPOSED VAR. WIDTH PRIVATE 61D. PROPOSED lo' PRIVATE \ \ \ \ \ \
DRAINAGE EASEMENT z 74 / o • oo �I: \
PROPOSED DRY SWALE 8 / ` ' DRAINAGE EASEMENT PROPOSED WALL 6 • DRAINAGE EASEMENT
MAINTENANCE
0L \
Ol9- - - r- - - (MAX.HT=6') . , 5g -., \\ / 'y „ , . I -I
--- - - - N ROPOSED WALL MAX. HE v FFE= 59z oo s9i z
- YD1 w _ o y
I \
I - - :: '",'. �� - --- -- NT6os \ W y YD YD13M
__I901 \ \\ \ \\
PROPOSED VAR. /' /r ��E= 5 000 589 \ \
YD13H / -,\ 9 56zOOBW \ `
_ WIDTH PUBLIC" / " a 59033 LOT a 1 'I i 570.00aw \ \ \
I PROPOSED VAR. WIDTH PRIVATE - YD13F YD13G \ 2 -DRAINAGE EASEMENT \\ \ 59 \ \ \
_ DRAINAGE EASEMENT- - - o - - YD13E. - - 59 J 584 ooBW \ \ \
YD13D Sg6 - - -- _590
PROPOSED -YARD DRAIN SYSTEM / YD13J 598 O !--- - I _- - - = - - s9o33 ss9
596 _
- - - ---' ATCkiL( EE-SHEI T 80 06S \ \ / / 65' r \ \ \ \ \
sas oo s
,So I
- - 3 s
YD1 C ,,5 \9z.0o /FFE= ss6 00
/ I � na.00aw` \ \ \ \ \ \ \
YD136 ,-^ 9T5 // - \ COTS LOT 51 F E5o 1 / 58633 L 6ss47 I III 59o.00BV✓- \\\ \\\ \\\
LOT 54 FEE= FFE= - FFE=
58$ 5gy,00 PROPOSED VAR. WIDTH PRIVATE T 592 FFE= \ \ \ \
PROPOSED SWM ACCESS DRAINAGE EASEMENT �'� 5g2.00 59133 590.67 590.0o I I LOT ,I I I \ \ \
PROPOSED VAR. WIDTH PRIVATE a .oa - - 'FFE= / 592 67 \ BSMT- r BSMT- BSMT- 1 1 FFE= 5a4 00 �'sBz \ \ \
& FACILITY EASEMENT - - DRAINAGE EASEMENT S8 LOT yj FFE= _ BSMT= I - I - _ly v ` I \
- 4 r \ 59333 I/BSMT- 81. 80.16 / / /58433 6 PROPOSED 20' PRIVATE \ \ \
s8/ LOT FEE= 593.5o BSMT 582.16 I 5 49 1 580.83 5 17 C
- 582.83 8a.8 I P \ I W / L DRAINAGE EASEMENT \
C .I - - rw5aa ` - �- 80. -� 592.83 !BSMT- 8 . o \ s80.5o s79.a3 LI
�\\I 4 5. 5 �I�i s \ 5 3 --- Sa_�e - I I' / 6. -
/FF1. o � 8 6 \ 5 563i7 ��- g •\ -
LOT-6o- 59 5- \583.00 5 3 7 ,, 1 'ri x I--- - - 78 ` YD5 5a�64 /�81.6 ss 33 sso.zs'I 58b s7z.o�v✓ \\\ \\ \\ \\
FEE- BSMT 58z.67 58333 _ v ✓ 5 7�eo�, I \566.00B \
FFE= 590.83- 581.6 / / ' I _
57, \ \ \ 588.83- $SMT 58a.33 N °....� I I _.\ 560.47 - _- y:65 ;37 87 '578.4 - __* 77 16A /•; 7 80 1- 574OObw \ \ \ \\
PROPOSED lo' PRIVATE , YD13A BSMT= L -- -1I \ \ \
DRAINAGEEASEMENT Tw s / /' - \ S ao.67' ✓ y �.73 4 = 76sorc 1i. \ \ \ \\
BW 5Je - > LOT 6i FEE- \579.00578.6�
a \
/ PROPOSED WALLS (MAX. HEIGHT 6 . � 577.00 0.6"� •: ,..... - '. >, \ 15 :gG 1(i+oo 16 Q - �- -- \� 1 ° \ 9
PROPOSED VAR. WIDTH PRIVATET 5 s✓ �* ` / 25 00 \ o \ _ = i - - - �- - PROPOSED WALLS \ \
DRAINAGE EASEMENT =PROPOSED STORM 1 (MAX. HEIGHT=6') \ `
FFE= YD13 ) ,•! ,. / 0 - -. w 16+50 _-� SEWER SYSTEM
YDi,574 33 576 67 \ 78.zo s / 566. oTW \\ \ \ \ \
�,� /..\, e ;\ //j /.-.^�° 4 'x.. :; : �..,., •:o-_ .•--�•` .... I/� ;•.�./s-/ _�68 6.. - 6o.00aw---� �- \\--- / Bw ao 70.33 LOT 62
/ PROPOSED 8" YARD LOT 63 - - f y> r S _ 57 79- �B-12-b 6.00BW \
� � \.580.0 � I 7 57 .00TW \ \ \
O -
A
/ M - 574 57550 - .. 5 z9_ --- '� r ��* FFE � �I \ \ \
DRAIN�YSTE/ . - _- _ `� ` .00 173.67 �O�S73 �a •' 1 {r \ \ \ \
574 LOT \ \ \ \
l
/"/' \` 73ss' 7 - Sg 5e�67 \ _ FE=
F ,\ - PROPOSED }o' PRIVATE -t` / / / \ \ �\-57a.33- - /., ✓ S�6 �- a � I � O I �- - - i � : j �
/ DRAINAGE EASEMENT rPROPOSED zo' PUC
I, I S70 57BLI; 2.00 LOT t \
\ \
�
r 6 I L. ooTW DRAINAGE EASEMENT 570.56z
5 8[FE= 569.��11 557.00BW
\
6�'\
/ / \ LOT81 65 LOT 83 570.00 LO 1 3 2 57o.00rW \ \
/ / i•-------- YD1zA _ s7o 7s X o / s79 67 T 8o FFE= 580.00 i I: 564.o06W
noso s7o. -------� `�.,� �._ o PROPOSEDSTORNI 3.695 / � / I `` I \ \
PROPOSED3'DECORATIVEWALL I O� f 1 33 574\ -\5 33 - 70.17 FFE=57933 -----\-
s SEWER SYSTEM FFE=- 81. BSMT-
., �
(NOTE: WALLS DIN HEIGHT OR LESS D ; 67 / LOT 79 \ 5 BSMT= 1. 0 5 BSMT= 569.50 ' / / L0 1; LU \ \
574.66 / \ FFE= 82.00 57 5 I FFE- 67
NOT REQUIRE RETAINING WALL PLANS)' i I I FFE- ,� /. p , / \� BSMT= 2.16 LOT-8-z- - u '' i 56767 f 1, �5 695 J Ir
y 57 \ I /; 568.Oo J \ \ \ ' S I
_\ � F S��.'' \, •: - �� s° � ✓ // �.- FFE=580.00 \r \ - \ y \ \
PROPOSED VAR. WIDTH PRIVATE i L 11
/5685oBW I 5�'.. LOT64 --_- / _: g2 �/ -/ 78/ BSMT=57o.17 \ \. DRAINAGE EASEMENT YD1 D: r, r / 9 \
DRAINAGE DESCRIPTIONS
PIPE INFORMATION
INLET INFORMATION
STIR. NO.
DIA.
(in.)
LENGTH'
(ft.I
SLOPE
(%)
INVERT
IN
INVERT
OUT
MATERIAL
INLET TYPE
Curb
Type
SLOT
LENGTH
RIM
ELEVATION
36
DI3B
CG-6
8
626.17
35
15
159.59
0.51%
621.92
621.10
RCP
34
MH
CG-6
-
631.25
33
15
74.04
2.26%
621.00
619.33
RCP
32
DI313
CG-6
10
626.50
31
15
131.17
10.67%
619.00
605.00
RCP
30
DI3B
CG-6
12
611.75
29
15
37.02
5.13%
1 604.00
602.10
1 RCP
28
DI3C
CG-6
6
608.25
27
15
15.67
1.60%
602.00
601.75
RCP
26
DI3B
CG-6
6
608.42
25
15
49.86
2.47%
601.33
600.10
RCP
24
DI313
CG-6
4
608.25
23
15
55.62
7.19%
600.00
596.00
RCP
22
DI3B
CG-6
8
600.67
21
15
98.58
7.78%
592.00
584.33
RCP
20
DI313
CG-6
10
589.92
19
15
38.02
3.29%
582.75
581.50
RCP
18
DI3B
CG-6
12
588.08
17
15
75.76
7.04%
577.83
572.50
RCP
16
DI3C
CG-6
6
577.42
15
24
27.79
0.90%
569.75
569.50
RCP
14
DI3B
CG-6
10
577.33
13
24
44.70
6.33%
568.75
565.92
RCP
12
D1313
CG-6
8
570.92
11
24
120.50
6.29%
559.00
551.42
RCP
10
DI-313
CG-610
S5642
9
24
131.35
4.76%
545.00
538.75
RCP
8
DI3B
CG-6
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
DI313
CG-6
6
535.50
3
24
69.03
2.03%
529.00
527.60
RCP
2
DI-3C
CGE
10
533.42
1
30
30.89
081%
527.50
527.25
RCP
213
DI3B
CG-6
6
534.17
2A
15
45.13
1.66%
529.17
528A2
RCP
66
DI3B
CG-6
14
539.50
BA
15
37.95
2.85%
534.00
532.92
RCP
8B
DI-313
CG-6
12
544.00
8A
15
35.22
1.42%
537.25
536.75
RCP
10B
DI-3B
CG-6
16
556.42
10A
15
27.68
0.63%
549.50
549.33
RCP
16B
DI3B
CG-6
8
577.75
16A
15
14.72
2.24%
572.75
572.42
RCP
306
DI3B
CGE
12
610.92
30A
15
28.62
2.86%
604.92
604.10
RCP
32B
DI313
CG-6
10
626.50
32A
15
27.72
1.52%
619.75
619.33
RCP
44
DM
CG-6
-
641.75
43
15
186.10
1.02%
637.50
635.60
RCP
42
DI3B
CG-6
8
641.00
41
15
178.91
1.44%
635.50
632.93
RCP
40
DI3B
CGE
6
637.75
39
15
174.25
2.71%
632.83
628.10
RCP
38
DI3B
CG-6
6
633.58
37
15
44.24
4.52%
628.00
626.00
RCP
48
DI313
CG-6
6
609.33
47
15
46.83
0.68%
602.42
602.10
RCP
48
DI-3I
CG-6
4
608.92
45
15
54.77
3.47%
602.00
600.10
RCP
54
DI3B
CG-6
12
544.75
53
15
45.67
1.05%
538.58
538.10
RCP
52
DI3B
CG-6
12
545.08
51
15
131.98
3.71%
538.00
533.10
RCP
50
DI3B
CG-6
8
!M 25
49
15
39.24
6.37%
533.00
530.50
RCP
66
DI3B
CG-6
10
595.33
65
15
184.89
11.21%
589.50
568.77
RCP
64
MH
CGE
-
574.87
63
15
106.03
10.52%
568.67
557.52
RCP
62
DI313
CG-6
10
562.33
61
15
107.75
12.44%
557.42
544.02
RCP
80
DI3B
CG-6
10
549.33
59
15
106.81
9.13%
543.92
534.17
RCP
58
DI3B
CG-6
8
539.92
57
15
48.29
4.97%
533.42
531.02
RCP
56
DI-3C
CG-6
6
538.08
SBA
24
120.02
0.54%
530.92
530.27
RCP
56B
DI-3C
CGE
8
537.75
SBA
15
43.70
0.53%
531.25
531.02
RCP
5813
DL1
CG-6
-
538.00
58A
15
34.13
0.67%
533.75
533.52
RCP
70
DI3C
CGE
8
576.17
89
15
28.48
3.16%
571.17
570.27
RCP
68
DI3B
CG-6
4
576.17
67
15
15.79
3.17%
570.17
568.77
RCP
84
DI3B
CG-6
8
559.50
83
15
28.91
0.52%
552.50
552.35
RCP
82
DI3B
CG-6
6
559.00
81
15
96.83
3.17%
552.25
W.18
RCP
80
DI3B
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
CG-6
-
554.25
73
18
56.81
0.56%
547.92
547.60
RCP
72
MH
CGE
-
554.25
71
18
19.87
0.86%
547.50
547.33
RCP
94
DI3B
CG-6
8
577.00
93
15
85.75
9.13%
570.50
562.67
RCP
92
DI-3B
CGE
10
566.58
91
15
37.69
0.61%
560.25
560.02
RCP
90
DI3B
CG-6
12
564.08
89
15
75.94
3.16%
559.92
55T52
RCP
88
DI-1
CG-6
-
562.00
87
15
75.70
1.22%
557.42
556.50
RCP
98
DI3B
CG-6
12
544.92
97
15
184.21
4.74%
541.00
532.27
RCP
86
DI313
CG-6
12
536.42
95
15
30.57
0.56%
532.17
532.00
RCP
106
MH
CG-6
-
536.00
105
36
116.83
0.67%
523.97
523.19
RCP
104
DI3B
CGE
8
531.87
103
36
114.36
0.74%
523.09
522.24
RCP
102
DI3C
CG-6
10
529.33
101
42
59.67
0.66%
522.14
521.75
RCP
112
DN
CG-6
-
527.58
111
24
32.80
0.79%
522.50
522.24
RCP
114
DI3B
CGE
16
525.83
113
15
1 57.45
1.01%
521.58
521.00
RCP
No. 35791
8/18/20
Z
Z
w
w
//\
U
O
Zz
O
Q
Z
Z
a
o
0
U
U
U
m
w
w
J
J
w
0
_,
J
<
Z
O
F
w
m
w
m
`
>
z
Q
Q
LU
W
w
w
Ce
�
�
c
0
c
-o
a
c
0
U
in
c
0
U
0
O
O
O
N
N
LU
V
y
O
Q
E
00
f V
to
00
O
r
m
IY
M
o
o
('O
3
® �
N
m
0
0
n
n
r
c
W N
z
o
N
J
>
Z
LU
0
>
w
n
U
0
W
0
LU F/�
\.J
z°
L
O
c
C
Q
J
J
0
Q
0
0
U
>
o2S
`
W r
W
J
z`
T
H�
Q
E
a
c
0
U) Ul
n
z
w
ZCDW
W
N
H�
I
z
w
N
/�
V/
I.N
z
J
o
J
w
T
a
L 1_
N
0
mi Q
�
C:)
x
C:)
0
m
N
L
m
0
c
m
U
O
w
w
o
o
a
�
JOB NO.
182157
0
c
0
SCALE
1" = 30
c
0
0
0
SHEET NO.
o
N
9
GENERAL CONSTRUCTION NOTES FOR STREETS
ALBEMARLE COUNTY
PROPOSED 1" SM-9.5
OVERLAY
1.5" SM-9.5
SURFACE COURSE
GENERAL CONSTRUCTION NOTES
EXISTING
a" 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
DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
1. PRIOR TO ANY CONSTRUC770N W/7HlN ANY EXlS77NG PUBLIC RIGHT OF -WAY, INCLUDING
EX. STONE
SUBBASE
\
/ /
\ /
\
9.5" 21-A
\
2.
UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON
CONNEC770M TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE WRGINIA
\ �//
COMPACTED \� /
BASE COURSE
/�// /�/%�%j
\ �\ \
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 7RANSPORTA77ON (MOT). THIS PLAN AS DRAW MAY NOT ACCURATELY
SUBGRADE
COMPACTED
\\
IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR
REFLECT THE REQUIREMENTS OF 7HE PERMIT WHERE ANY DISCREPANCIES OCCUR THE
SUBGRADE
APPROVAL.
REQUIREMENTS OF THE 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 COIVSTRUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICA77ONS
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 F T N OTHERWISE D DS
MOT UNLESS f SE 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
T
J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR
APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING,
1.5" SM-9.5
THE EXISTING PAVEMENT SECTION.
DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT
GRADING OR 07HER CONSTRUC770N.
SM-9.5
SURFACECOURSE
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: VER77CAL). WHERE REASONABLY
1" BINDER
INTERMEDIATE COURSE
6.
WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.
OBTAINABLE, LESSER SLOPES OF 3.1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILlZA770N MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION
INTERMEDIATE COURSE
5" 21-A
BASE
7.
COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL,
OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A
BASE COURSE
\ / /� // % /\% !/ // / /\
/ /�/�//��'�� /
GouecRTE
SHALL BE STRICTLY ADHERED T0.
\ �O�/�\�
8.
ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE
DRAINAGE CHANNEL.
7. ALL 7RAFFIC CONTROL SIGNS SHALL CONFORM WITH THE WIRGINIA MANUAL FOR UNIFORM
COMPACTED
SUBGRADE
/
ASPHALT
PAVING - AVON ST EXT
9.
PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE
77?AFFIC CON7ROL DEVICES.
8. UNLESS 07HERWSE 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.
SCALE
10.
TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY
N.NO
9. ALL EXCAVA7/ON FOR UNDERGROUND PIPE INSTALLA710N MUST COMPLY WITH OSHA STANDARDS
*NOTE: THIS IS A MIN. PAVEMENT DESIGN.
ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
FOR THE CONSTRUC77ON INDUSTRY (29 CFR PART 1926).
ASPHALT PAVEMENT SECTION SHALL MATCH
11.
THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
THE EXISTING PAVEMENT SECTION.
12.
VDOT STANDARD CD-1 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
GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
1.5" SM-9.5
13.
A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY
FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED:
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.
I. 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 6" ASPHALT
BEING COVERED.
H .,"• -' ` :w :
\
5.5" 21-A
BASE COURSE
GRADING:SUBG/�\/
/� /
COMPARTE°
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA
III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE
COMPACTED
ASPHALT
PAVING - PUBLIC /PRIVATE
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS
PLACEMENT OF ROADBED BASE MATERIALS.
SUBGRADE
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, 5' ASPHALT PEDESTRIAN TRAIL
NO SCALE
STREETS
OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SAl1SFAC110N OF THE ENGINEER.
SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.
NO SCALE
2" SM-9.5
3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND
SURFACE COURSE
VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED.
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE
" BINDER
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE
APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES,
INTERMEDIATE SE
ATEC
SUBGRADE.
FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE
AS SOON AS POSSIBLE.
7 21-A
BASF COURSE
DRAINAGE:
PACTED
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1)
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS
SUBGRADE
FOOT.
PART OFTHE FINAL INSPECTION.
ASPHALT
PAVING - ALLEYWAY
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR
NO SCALE
CONDITIONS INDICATE.
.3. All DRIVEWAY ENTRANCE PIPES (;HAI I RE A MINIMI IM DF TWENTY 00) FEET IN I FN(TH AND HAVE A MINIMI IM DIAMETER
TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE
SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS NOT BEING ELIGIBLE FOR STATE MAINTENANCE.
SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE.
PAVEMENT: I I POINT OF
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE R/w RoCUReP C� FINISHED GRADE R/W
o MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS CURB
APPROVAL THE PROPOSED METHOD OF CORRECTION 114'1' 1/4'1'
(VARIABLE WIDTH)
NOTE: CONCRETE SH
BE 3000 PSI AT 28
4" CONIC. DAYS OR STRONGER.
4" 21-A STONE BASE
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. -'
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE sue wNs °° CONCRETE SIDEWALK
I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4.260T NO SCALE
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS ear 4' eT
BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE 81 9' STONE
COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. z'S(TRA EL LANE) RAVEL LANE) r BASE
5. ROUTE 20 PAVING MUST MEET THE EXISTING SECTION AND ALL OTHER PUBLIC STREETS MUST HAVE AN APPROVED 17'E/P-E/P
PAVEMENT DESIGN PRIOR TO INSTALLATION OF THE STONE BASE. zz' PRIVATE Rono R/w
TYPICAL ALLEY SECTION - 22' PRIlIATE ROAD
(PRIV.4TE ALLEY)
15 MPH DESIGN SPEED
NOT TO SCALE
CG-6
5' WIDE CONCRETE CURB & GUTTER
3 SIDEWALK
EXIST. GROUND 2R' 2g
3:1
_ 6' PLANTING
4" MOOT 21A STRIP . 4- VDOT•
STONE BASE 21A BASE
EXIST. GROUND S70NEE
6 8S
5 2.5 10
(TRAVEL LANE)
EXIST. GROUND
EXIST. GROUND
EXIST GROUND
EXIST. GROUND
5' WIDE CONCRETE
SIDEWALK
4' VDOT 21A
STONE BASE
5' WIDE CONCRETE
SIDEWALK
4' VDOT 21A
STONE BASE
POINT OF CG-6
FINISHED GRADE CURB & GUTTER
SURFACE \
2$
To' -
(TRAVEL LANE)
56'
SUBBASE
7'
(PARKING LANE)
6' PLANTING
STRIP
5' WIDE CONCRETE
SIDEWALK
R/W
TYPICAL NEIGh'BORIIOOIJ STREET SECTION (56 ' R11#)
MRTIONS OF DAUPHIN DRIVE (I.FUBLIC ROAD)
GS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.' 125 MPH
PARKING ON ONE SIDE ONLY
6' PLANTING
STRIP
CG-6
CURB & GUTTER
23
10'
(TRAVEL LANE)
POINT OF CG-6
FINISHED GRADE CURB & GUTTER
5' WIDE CONCRETE
SURFACE
\
SIDEWALK
2X
SUBBASE
to' -
(TRAVEL LANE)
24' F/C-F/C
a'gor I 4" VDOT 21A
STONE BASE
TYPICAL NEIGh'BORIIOOD STREET SECTION (49 ' Rll#r�
BERWYN LANE (PRIVATE ROAD)
CS-SSAR RESIDENTIAL & 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
6' PLANTING
STRIP
CG-6
CURB & GUTTER
POINT OF CG-6
FINISHED GRADE CURB &GUTTER
LTA "ASTAVE SUBBASE STaNE
EASE Bz 5
Z 5 0To'
(TRAVEL LANE) (TRAVEL LANE)
24' FA F/C
EXIST. GROUND
EXIST. GROUND
5' WIDE CONCRETE
SIDEWALK
IVi`�
3,1
2$
EXIST. GROIN
3�
6' PLANTING
STRIP
4" WOT 21A
STONE BASE
EXIST. GROUND
TYPICAL NEIGHBORfI00D STREET SECTION (49 ' R)r)
LOYOLA WAY (PUBLIC ROAD) AND POWTIONS OF DAUPHIN DRIVE PUBLIC ROAD) AND SHERIDAN STREET (PRIVATE ROAD)
CS-SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.• 25 MPH
ON -STREET BUMROUT PARKING OjVLY
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 Ita
Base b a
Sub base h a
Dip
Dauphin Drive (Public Road)
944
2
964
4
4
14.63
SM-9.5
1.5
2.25
BM-25
4
2.25
21A
5.5
0.6
15.68
Loyola Way (Public Road)
283
2
303
4
4
10.60
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
5.5
0.6
13.43
Berwyn Lane (Private Road)
302
2
322
4
4
10.81
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
5.5
0.6
13.43
Sheridan Street (Private Road)
217
2
237
4
4
9.75
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
5.5
0.6
13.43
Private Alley
264
2
284
4
4
10.38
SM-9.5
2
2.25
BM-25
1
2.25
21A
7
0.6
10.95
EXIST. GROUND
EXIST. GROUND
YDOT STD. CURB„
DROP INLET (DI-3)
(WHERE REQUIRED)
TIED ADJACENT TO
4 WITH INI FT TAP
SEE DETAILS _CS-3A AND MS -id
PLAN
NO SCALE
LOGO
zOC
=U
Od
�o
Ofrc
a
ao
1.6.+
3'
3'
- I RRfl3in ----
RTfl6W1
z
Ts . ••
Bottom Option: Area mar be mnf e e
Bolan of aslb may follow slope of
at 7Lase s IS maid a minimum Sept
of ] inld)es rs maintained.
1 R0 in 2110in
Rolitop Curb
TRIP GENERATION LOT
- - /
3
}
3
LOT L
Lor Lor
� 41 39
as
,...
126
I LOT ' \\44LOT\ DISTRIBUTION LOT46 47LGTL6TI 80fl/oRESIDENTIAL
II 5oa/oCOMMERICAL �� LOr
II TRAFFIC ` ��:, �oT
R y 6
LOT
19
O LOi
II LOT L T LOT Lor � le
LOT LOT g4T 53 52 I LOi
LOT ss ,J
yy oT s
}}} li LOT 5T a `1 fii
r LOT
(l{(' LOT fit 1
a2 OLA WAY
\ LOT ✓ LOSE
Ie3
poi
LOT Loi Lor BZT BOy w I LOT
64 - Lor 91 I T2
G Ex
9
I OT
`65 �• T 78
OTLUI
Z
7_
OT \
Ie] : / Y/ 3 •� LOT
I LST X X %-y'
`6T -
OT Lor
Ja
]] 1��Ifl 1 LOT
ILOT J f l �T ]z mT
T- AtY �� 3 ,1
m LI - BERWYNLANE -�ApT�
LOT Lor Lor 1
LOT LOT Lor Lar LOT Lor Lor Lor Lor Lor LOT Lor LgT Lor 1 10,000 SF 1
✓H Na N6 O ON 69 90 91 93 9} 94 gy 96 9J 96
DISTRIBUTION B ' OFFICE
-- BLDG.
I I
20°/a RESIDENTIAL f L __________J
_ So%COMMERICAL zz:•
TRAFFIC -ROUTE 20
TRIP GENERATION CALCULATIONS
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION)
too MULTIFAMILY HOUSING (LOW-RISE) - CODE 220
io,000 SF COMMERCIAL OFFICE SPACE - CODE 710 (PHASE II)
RESIDENTIAL COMMERCIAL (PHASE II)
ADT: 732 VPD (366 ENTER/ 366 EXIT) 98 VPD (49 ENTER/49 EXIT)
AM PEAK: 46 VPH (ii ENTER/ 35 EXIT) 12 (io ENTER/2 EXIT)
NOTES;
1. THIS ITEM MAY BE RIECAST OR CAST IN BALE.
2. CONCRETE TO BE CLASS AT IF CAST N RACE.
4000 PM IF PRECAST.
J. COMBINATION CURB M GUTTER HAVING A RADIUS
OF SOO FEET OR LESS MOM FACE OF CURB)
SHALL W PAR; FOR AS ROMAL COMBMVM
CURB Y GUTTER.
4. FOR USE WITH STAHIMED OPEN -GRADED MANAGE
LAYER THE BOTTOM OF THE CURB R GUTTER
RIIE CONSTRUCTED PARALLEL TO THE SLOPE
BBASE COURSES AVD TO THE DEPTH OF
THE PAVEMENT.
B. ALLOWABLE CRITERIA FOR THE USE OF CG-S
IS BASED ON RO/DWAY MASSF1CATION AND
DESIGN SPEED AS SHOWN N APPBIEXX A OF
R THE ROM DEVON MANUAL IN THE SECTION
ON GS URBAN STNMNAS.
n b 4.4
4 D" " DD D• D,
c
w
Slope break for
drainage. if req'd.
R- 2 Feet y
LL
a Bock of Curb o
0 y ii o
0 11! ! : n
a � 1! I
'RIIII I
1
O Tilt ! 1 I i
LL lilt: I I I i 1
!
n ll Jo
Join) -
M infine Edge of Pavement
Drivevroy Entrance Warp Transition Rol top curb
SIBIE
Part Plan of Entronce Transition
FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL
ROIPMF RElurn
Worp Curb profile to match
driveway entrance opan RJOde
wit Hin 4 IIHI GOOK, Wide 0/ aprPl
above invert line.
Driveway Entronce 1pron Tor R011tOp Curb
Part Section A
FIGURE 8 ROLLTOP CURB ENTRANCE DETAIL SECTION
CONCRETE
METHE COWyRACT0R
RENa COMBINATION 6" CURB AND GUTTER
05
503 VIRGINA OEPMTAENF OF TRMISPORTATION
NOTES:
1. THS REM MAY BE PRECAST OR CAST IN RACE.
2. CONCRETE TO BE MASS A3 F CAST IN PLACE,
4000 PSI F RECAST.
3. CUTE HAVING A RADIUS OF 300 FFFT OR LESS
(ALONG FACE OF CURB) WILL SE PAD FOR AS
R CYL. CURS.
4. THE DEPTH OF CURB MAY BE REDUCED AT WCN
AS 3' ITS' DEPTH) OR INCRE/v® AS MUCH AS
9' U1" DEPTH IN ORDER THAT THE BOTTOM
OF CURB WILL CONCOE WITH THE TOF OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE TIE DEPTH S TO BE RIV AR SIgMR.
MO MLSfIEW N THE PRICE BIO IS TOW MACE
FOR A OECRIE S OR All INCREASE N SMITH.
S, CG-2 IS TO BE USED ON ROADWAYS MEETING
THE REQUIREMENTS FOR CG-6 AS SHOWN N
MNENDIX A OF THE VDOT ROAD DESCN lbalti,
IN THE SECTION MR GS LRBNN STN MIDS.
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
ERE"`E STANDARD 6" CURB
p5
503 VIRGINA OFPAFTMFRR OF TRFHSPORTATICN
A
ROM NO BRIDGE STANI
VISION DATE SHEET 1 I
Z01.03
ROOD AND BRIDGE STANDARDS
Il
SCOTTTR. CII_
No. 35791 1�1
81820
4
z
z
U
U
ZZ
C)
Q
Z
Z
CC
O
CC
U
U
UCa
LU
LU
J
J
U)
w
Q
Q
Q
O
K-
Ca
CO
I1
z
a
a
LLJ
LU
a
a
ce
DO
U0
LU
LU
O O O
y N N
Lu
Q N N N
N G0
N to 00
U
w
w
W
d
lA
JOB NO.
182157
SCALE
AS SHOWN
SHEET NO.
10
-------------
U
SEWER SERVICE LATERAL CONNECTION NOTES:
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
(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 �x I SECTION SERVICE LATERAL
IN LINE WYE-TEE
PLAN
VARIES
i
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD-33
O
' TrEx 4 min ON-LINE CONCRETE SECTIONS 12 MIN �� Y �I / - BRANCH CD oN
YIFT LLPPFA
FOUNDATION (SHALL BE ( ,) D" RING SEALS .4 16' MAX �_ F o N
Qo REQUIRED WHEN SOIL TYPE `B' MINIMUM ELEVATION 12 y I ) Q r N mR USE ON DETACHED SUNL1E FAMILY CONDITIONS ARE UNSTABLEAWAS .--I
REM°mnu TPROMRSUCE MERE AN IMHDanDN ALL PIPE) 1,ry ,i FDROMR NN ET TOROUTLETH. 5" 4'-0" 5E e �� / i p 0 N 'O
uLTm Is NOT PRDnom. i"
SINGLE SERVICE `titi `A 4,SHALL BE 0.20 FEET. - l c
DEPTH AF FLOW d .
NOTE: ,�� VARIES THREADED COUPLING CONCRETE VARIES 4 2" 3
O sa9aEs sHAu usm a FINE, PIE. i8" BRASS NIPPLE AND PVC FILLETS >
PVC SLEEVE CAP CHANNEL T
CON DIAMETER OF ..�■, .. m
� Box � 6" EXTENSION j LUBRICATE ALL THREADS CONTRIBUTING
NOTE �� ��u
PR4MHm WADE �c SEWER. ° e e •. A 12"
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE "`., THRUST BLOCK METER BOX (SEE FIG. W-7) TT 'fie': NOTE:
tr-Is BACKFILLED ENTIRELY WITH N0. 21A STONE. 6" , A FILLETED INVERT FOR A $MOO LOCK NC METER
DIE A
m1LEi)
RDx
2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING
PIPE SLOT
VALVE
TRANSITION OF FLOW BETWEEN
&OUTLET PIPE SHALL BE
FLEXIBLE CONNECTION
NTH STEEL
ALL CONNECTIONS TO
cGPPmsETrDt
OF INC. 68
STONE SHALL BE PROVIDED"
(2 PLACES)
No. 57 STONE
INLET
PROVIDED. MIN. 6" BEDDING
pSTAINLESS
EXISTING MANHOLES SHALL
1/8 REND COUPUNOI \ r�
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
M.J. FITTING
2" PIPE SLOPED
NOTE W/ N0. 68 STONE
w
BE CORED AND A FLEXIBLE
-
METER
BEDDING OF NO. 68 STONE
-
TO DRAIN IF
GRADE ALLOWS
1. BEDDING THICKNESS REQUIREMENT SHOWN MINIMUM AND SHALL
M
CONNECTION BOOT
INSTALLED
M
WRvaR•Nnav sr6P
�M�,'S
T%.7,,i:3:
A�2
NOTES:
_
�•'•P" VARIES
VARIES 2" BRASS PIPE
T DI
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
®
M
�
SAND HM DUST UNDER
''<'14< `N:
•,
NVE�s'�ARr
wy�,7
" •
1'T":'A�•+2
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
2' THREADED TAP
WATER MAIN AND VALVE
EXTENDED OR NON -EXTENDED BASES.
INLETS, OUTLETS TO BE SEALED &GROUTED
N
6m Ax0 sEirER (z-INa
WwINW Tg%a 5)
Ei' ,"
''y,W-',, iyY !fy?I.,.`ti"
v DAMETER OMAN NI Ir
L.°,-= USING STERE ROCKET F.A,E
200.
TYPICAL SEINER PIPE
ARE SAME SIZE PLUG
3 ALL JOINTS,
HAND OUT. HOLES,
TYPICAL
MANHOLE
PLAN
cy)
TYPICAL SERVICE
LATERAL INSTALLATION
INSTALLATION IN TRENCH
TYPICAL METER BOXES
DEAD END
TYPICAL MANHOLE SECTION
SHOWING
BRANCH
TIE - IN
(5/8"
& 1" METERS)
(5/815-1AA METERS)
(TYPE "A")
SHOWING BRANCH TIE-IN
No
NTS
NTS
p�
Z
NTS
FIG. S-3
TYPICAL BLOW -OFF ASSEMBLY
N.T.S
FIG. W-6A
TUTS
FIG. W-7
FIG. S-I-A
FIG. S-I-B
N
N
TD-10
TD-34
TD-13
NTS
FIG. W-B
_
_j
TD-25
TD-19
TD-27
s
rw
Q
11 L
m_I
W.M
WT
fPAVExfNr
rO1 W M PAr LMIs F argC41
(: �
SURAM OR
Ri rWnxW'Nr
S. CFCU LC1HJW A
°E°TEn1 KE DAMAGE FMMC LWERtMM SHALL WE CENTERED UNDER DOW MORI PER " ANDS.
lJI
OweAP r'-C• AT r°n PAYED y R
CEORxiLF MMWE F.•91K '-Y P M
PAM I ovERAP 1..a' n rCPJ COMBINATION UNDCENTER LINE AT LOWER END OF CUTS
CENTER LINE SECTION DIAEs
PAID •Mi HMM rrE Isnftt wrwM,
BY
9bQME W!L[i PPf LANA `\h
TRENCH PLACEMENT U. FOR
YC MTC 1 055]7 ABAC LYE. YR SLBENE SCHAT ME WfRET PPE TO
CYIM MIIN AB•
P-°- r-°- atls 1QtW Ri aJ AO]EBA E". 1 ME E- PAVEMMr BEAT, A BAY \ ra OF FILL
NAMABLE GRAD. EOIMPFNr. xARCEGA.IF W W9m " a r sLBBFOE /
a. cs WEE. AL
EARS ? PAV[O sgUlf{RI RRHORAr EDJEEM. �w _ _ e _ YIECr MAYOR, "I 64 IrvPwCaW
PAVED SHOULDER SECTION CURB AND GUTTER SECTION •,q " "°"TIT MrR[wIX. Ae MDNwTF M CI
"j-•.••• RAa¢EErw Oa a+ADArgx F£DIRNEYExrs
YOTEznE MADE DONE PLAN VIEW
(PLACEMENT OF CD-1 COMBINATNNN UIOERORNN)
OR
�- PREEMEM NRFLAC[ L RKF
DR AMEN CEMM sA,EzfDUP 4 suEAY
.T. -e rBF 1 MC. TYRECQ 9..WiI°E
5' MIN. VDOT CLASS 1
RIP
MIN.
6" PIPE 6' 6"
STO
VDOT NO 1
HE BEDDING
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I Q
1
INITIAL BACKFILL
BEDDING
3 STONE
O PIPE * STABLE SOIL ROCK �, I61PlV
O.D.
2' SECTION A -A At SCRAPE FOR ALL BENDS FOR TEE OR WYE
THE BOTTOM OF THE TRENCH. REMOVE ALL WIDEN TRENCH TO
NOT TO SCALE STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND _____ ACCOMMODATE
coNDRE1E ENCA5ETIENT THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF ANCHOR IF
#68 STONE. REQUIRED.
45' •
m"n BEDDING AS M
LENGTH (VARIES) FOUNDATION IN POOR SOIL UNDER -CUT CONDITION REQUIRED P'.
/-MATCH E%ISTING PROFILE 1 d
BANK EXCEEDS 1 T041 M. I � MAX.
\ A 45*
N
+ 1 / L UNSTABLE 6" 4 I e" INITIAL BACKFILL 4 MI T
SOIL MI MIN. MIN I B SECTION 1-1
MIN. 106 STONE
MIN. •• $7`;,rr:-'..;-✓T' -GRANULAR FILL AS
.: yr APPROVED BY ACSA
ST L ] CK STABLE SOIL OR ROCK'
.ii'.`�:':(:•:.. •=.: •.:: L•' ;.: 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 BACKFILL.
ELEVATION 3.THE INITIAL BACKFILL 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
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEE
CU.YD.
(FEET)
C0.Y0.
BEND
L
H
T
L
H
T
90
2.50
2.50
3.01
0.24
4" & 6"
45
221/2
2.00
1.50
2.25
2.00
2.60
2.52
C.15
0.10
2.00
2.2s
2.s0
0.7s
11 1/4
1.50
2.00
2.50
0.10
90
3.56
3.16
3.21
0.48
8"
2221/2
2.66
1.66
2.66
2.16
2.77
2.69
0.28
0.13
3.18
2.91
2.6fi
0.32
1, i/4
1.66
2.16
2.67
0.13
90
4.83
3.83
3.42
0.83
10" & 12"
45
3.33
3.58
2.95
0.43
3.63
4.00
2.83
0.52
22 1/2
2,33
2.58
2.86
0.24
11 1/4
1,83
2.33
2.84
0.18
ASTM A36 AND HE% MITT
ASIA A588 (T•P)
UNDISTURBED EARTH MOISTURSED
2 - 3/4" DIA SOIL (TP)
ALL -THREAD ROD
WATER MAN
x
24"MIN
UNDISTURBED EARTH 111dN
III CUSS A-3 CONCRETE
MIN
e" �aTIGN
UNDISTURBED
SECTION
NOTE:
1. ALL RODS AND FASTENERS SEIALL BE GNEN TWD COATS OF ASPHALTIC PARR AFTER ASSEMBLY.
2. CONTRACTOR SMALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM
DIMENSION SHOWN.
3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH MOTH IS
LARGER DURING CONSTRUCTION THE COLLAR DIMENSIONS SHALL INCH
ACTAND COVER AND TO OR EXCEEDS 3, THE TRENCH SHALL
BE BACKFILLEO WITH COMPACTED 21A STONE AND TOPPED ACTH le' OF VDOT CLASS 1 RIPRAP.
SHALL BE DUG OUT IN ALL CASES.
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES
EASE ACCORMNDLY.
SIZE, 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.
SROSS ANCHOR RESTRAINTS FOR VALVES
TYPICAL STREAM CROSSING
PONSIBLE TO THE VERIFY THE TYPE &SIZE OF
4, THE CONSULTING ENGINEER SHALL BE RESPONSIBLE
N.T.S
PIPE INSTALLATION & BEDDING
ALL THRUST BLOCKS.
HIS
FIG, S-7
NITS
FIG. W-2
CONCRETE THRUST BLOCKS
NIS
FIG. WWl-3
R9. W-3c
TD-38
ro-2
TD-3
ro-E
AINING BACKFILL SHALL
CONTAIN ROCK MATERIAL
GER THAN 5" IN ANY
[NSION
� AL BACKFILL*
LIFTS)
THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
COVER LIFT NOTCH
12 3/8"
WATER
�Ea®
VARIES
1' COMPRESSION x 3/4' MALE PIPE COURRUNG
OR APPROVED MAL
OI JE
FDR UBE TIN aTraCED SHARERDUA FAMILYRESIDNnu smMWs GK DuaL RFaExnaL
aND RRIONNON SERACES.11150• TEE 36"MIN24'� NOTE EMBEDMNO SAEAIED FlTTNGSSPRING UOF PIP
4" DIAMETER BRANCH
AND VALVE � -
BOX
PLUG
E - •
• r
qQ
: •
9 •
/��/64` ?=
_
I ����y!a���/%t L
\�,�A�aa��y\
(J�j�1jj'���a�'G•
2500 P.S.I. CONCRETE
BASE ANO THRUST "fl �'[,' \\\Vl(/
BLOCK
UNDISTURBED ------
SOIL. STEEL PILE �fI
WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS
A HYDRANT IS LOCATED IN A FILL. IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE :
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE 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 -"
S.
z
a
PLACE 5' GALVANIZED IF WETNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE �
ADJUSTABLE TRAFFIC RATED
VALVE BOX W/ LID
t---tom � M.J. GATE VALVE
WATER LINE
No. 35791
6/12/20
"
P
z
_P
w
2500 P.S.I.
CONCRETE2'x 2' BEARING AREA.
(�
O
THRUST BLOCK ', a
r/
U
a.
Z
O
J
.° d • a.
Q
Z
o
u
U
U
DO
W
J
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
(A
w
0
Ln
Q
v,
_,
Q-
2:)
o
1--
On
TYPICAL GATE VALVE
>
!n
Z
Q
NITS
FIG. W-5
ui
W
93C
w
w
1D 9
ce
w
fY
H-
z
3000 PSI CONC. 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 CDNPR APPROVED
E • S/4' MILE PRE GODPDNG No. 68 STONE STEPS CAST IN PLACE ., -
DR AVPRWED EWAL 18" METER BOX
BEDDING 6" max + I.
�
PRECAST REINFORCED
STREET SURFACE OR
NON -PAVED AREA
1'-O" MAX
MLS OF Pm. LIMITS IF Pm.
.•GCFSE RWEE® aCLEey NIM 1
UKaVFD SPOLE TaH"TwVERYIBLE : UKAVF➢ SPACE J J
-I (N 1" 13�4' () DM HOLES
soLic3fFCI E.(834mm) DN z• (sl mm) LETTERS J\ r ^
I' 'Exlra"wrE Ji C) (RECESSED FLUSH) / \\\ L /
M: 1
LMIE55 ROUTE'® 1KN-rMVEAYIRLC: IIKCFaS ROUTE® 1,26mm] (n ' J
PEDESTRIAN ACCESS ROUTE DETAIL WITH 4 r PN l A,p (2) CLOSED w Q
WITHOUT UNPAVED SPACE 5 )� PICKHOIES
IDDInaWM RU,r-CC-war Is RE RED EXTEND r,E HATS I-
CE PEKs1RW1 ACCESS ROUTEOfWA . L�:�J > [38mm] OLu
EM6TIM TI FRDPoym YLIT R T M WAY.
®omERTRIU ACCESS "pTA ROUTE, PROVIDE . CONTINUOUS
Z J J
GpiXMW11,C 11NG'41 ' FIRM ACCESaIBLF ELEMENTS CA ♦ 4e?o4ePo4o O
FAD
IUTY CM E AXFNOFCHU. ENTERED AND USEz cz
D BY FEE STRIMES R ACCESS ROUTE IS ADJACENT
TO Bwl Of Lum.MWMLM WIDTH SEOULO BE 0. SECTION F-F '1 �"-- O O
UP iD nB1e W 10 ELBOW _ - MOVEMENT IM LINE s1M OUCH NPyF PLpx ♦ IF ME51RIM ACCESS 11OUTE5 E BUNG Y'_O" O m -1 W CORED
PACE E PONop41ED P ELEw PPX EMag41fD I vRWIEo,A uwuu .' DOX RSA�Li w°M H is (2)
COxxfcTKM 555' *11 tlaLaalE sn RWRfwr[ CR 1311 Is REARED MTN A WAX. Yx CRESS BECK. - m PICKBBi45 � \ 1 , 1
EOIF%RE OUNCE MEMc se cRFDAIIW xfMm[NI3. O / E E A
PRE O.E.E... mwWCE I GENERAL NOTES
PMLMr C. al xi H FAaL +a- « e. .s T 1 1/B- (29mm) OR BOSS 1 Lu
OF WATER SLOE PROURA E PLC 1. DA ^SS SPECPKI MART D C01BNATM VAnCRMN ALL NOT BE JLJ
LOCATED AT nM PONT WHO( bn, YmASE MO sI6RALC AME STMNS➢. WHEN USED IN CONAINCTNRJ MOTH STANDARD .'p- .:
ACAM Maw Y. REM( . E PULL. MM MGIEaR AM '.IS HAD T. to PMMWLIc STAD�`n JTo BE ADJUSTED TO MATCH rxf O
WTLCr PM HrYRC.1L1 NEAR mM/CTAIDES sDEwMx M AXIARHG WM CGfDIMAnON 'oe�•4•Qe� n 1/2� J
`tE` ED°"a�x NON -PERFORATED OUTLET PIPE DE WA AND tl"1EA Ycx"s. WIEM rt rs AwssnL rB mEMm PMva B: aA� w.D ®.a -- --- Wox r° 1as aMDf ---- - A P sION E-E 2 L i/2• ]w LN•Bmm 7.
3. axHEr ME sNML EPH AT THE CORE OF THE TRAVD LAND PAVEMENT MD 899mm I I 1 1
FOR OUCLE7
MVLLE PLACED M A CHASE HARI TO FEEL 9MLIXN SLOPE 2 Z MX 13 Z NORMAL COTTER ® _ __ _ L H , J
a5•CHARECT ESMAED COME A A� SECT 261/47 DIA 7
PM HrTsEXISTRICHOTH °' ° m [Immm] �� L
a MM. gRiOR,OII CWCCNErs mR 1MOumRMs, lEr ME TO E Lac.im NO As TO HAM INTO OWR ' ` ` CLASS As wE.sJ MEAD I� 660mm L38mm]
A rS MEW uw DT §R.T.aR-=, I^-� 4 L687mm] -I 26" DR 1 1/2-
As• EHH]w 5. W SAPEELEVAICD EC,AYS mE191 Is iD E LLQR EMIPE PAVFIENI MEA e9 - N" MAN, WE TYPE I EM 218 IF'
TYPICAL) I.I. WALL nEs SHIA WDH CUnEr ME ax Lox sbE var. y,.°„ 1/4' (6mm) DA] r 3 1/8'
ftwMfRT EUVATOR Ar oulEr DD a WFEET FINE TO E 4 MAXIMUM a v-o- AWVE .SLOPE ®PANT E piAAE LxwE 'e. ^. ,�. 24 DIA NEOPRENE GASKET [79mm]
AVEPI ELLYACS, LE ECFMM aHMHME °ra AS slODlUA . SEAR / /�
OUTLET PPE EDR CYE wD cuTTER oxv A 'A .W..:.. e. O [606mm] Ln
UAJ 1
L LOIWELTgM ICWWs. S ETC.) M1M PAY WTs EM CUTLET ME ME TD A 12 A WYIMUX MCREAM M SAE AT 10 IWM IO' IXIfRVXy _
M SC,ME Y AML TIOxEE MACH -HIES ] E K rHC YME CRUBMW S1REJpM A$ rE WILFT MF. FOR YEEWM CWB M'O CUTTER z Ae.e.p.4 I
NMN rESRO KCtlON] TO aru Da.lx AT sz o[nfrlDV BUILT
CaHWRRExuv 4e. b4o4n:e f 28 7/16' DA s/a"T7L
H .11B,
'X <11ME'�. rD E EL1Rr CCMELRD r0 EW-IIM DMA DRMM6 z z z 3 x wSIWN DECREASE N SLOPE FDA FIRST CH INTERIM AND vMCF-]� [i Bmm] [Sg41vm]
SECTION C-G 0 % NaMM}I DECREASE FAH 4JLCEELMC WIMUM 10' MIERVMe SECTION D-D
���,.y-,r TOR MECFDATwN sECFIwnaH 35" DR Lu
MADAOBRIVDCCSIANDARDE STANDARD PAVEMENT EDGEDRAIN F STANDARD COMBINATION UNDERDRAIN AVTxDHYe REFERENCE STANDARD ENTRANCE GUTTER ROM DaM�ADAme L9t..j [e35TRTn] LI..I !
aMEI H DF 2 Evagx DALE YM EY BCD] (AT LOWER END OF CUTS) Yn O.D. OF GASKET CHOOSE H�
yW HOT mY MVlsox DATE sHEEl + aF + - FRAME SECTION -
1DR.oe VMPAA DEPARTMENT Of TRMNORTAM ,DI pO.M vwERA EPMrM ll 'F TRM29°Pr M VAMP" DEPARTMENT OF TRMBPMTAnON OJttS ZD.l.D2 SECTION L.1� rLYL
DO Y NOTE • A PEEsnBM KUA K°lE
aOSEES A SO WEPCLLL ETRMCE
MIWJN VCIYCIVIL PPAII QM Q JCwPCR RJA.AY✓I I IVII (JVINC LI, LV IJ)
F PIHl, ruL
/VDm'D'FSrtfi A1L OLA1N^
1.
WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA
� T OF CRT"`
gUCE
A I AT AX.T.PPR . SAE SUREMX°
aaW3 r0 E AS 1;1M M MNNWE RUNWAY (WE WE L
GENERAL NOTES
OFFICIALS AT THE START OF THE WORK.
L CCYEHAncH IPLE1�LM
M C 41�m L•E
wn a EMA1
HSII"
CHEC Bsm w MEANT IAA D NTHI SJMADAR D-J
r0
Mf
- -- I - WHOM 01 FiAWNs
E ADJU TIED To WATCH THE MaNiinE LwB
1
WNTIS IgN
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
R
COMBINATION lMOERDRaN co-z ON FLLs
'1
E SEE S ARDMD M-12 FEW CURB HOP DESIGN TO BE
FOR THE PURPOSE OF IMAGERY COLLECTION.
CENTER Ix SECTION
ER NE
_ _ EWMN
E D WITH INS BAND Po.
(MITI 1 wTwOl
rU mOE a vAY➢ME
sI CMK
M E $2 E" n E
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.
>a YR pE
FLOW LIE
LOW LI
WELA P"EXCEPT SHALL E CONSTRUCTED C THE
OW (EXCEPT MV $UBGRME 51491E ZAlgN
TRENCH PLACELE IT
cAL1-'Wi rE E PLL
-
-_ - }-----�
---� .
LNE
SECURED FED MACHINE PAVEMENT WHICH vA E
DATTED 1N 1E CN I
THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY.
%T%%�%%%%7-LI - B BAY
I
pxrMON RW
FONIL'N
4.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
-PAVDEIr
�
a e e e n YSY�
Mr3 OF PAY FOR
4°Mr PRE
_ _
XOTE�S •B"Z-0" , M IMKHE ROADWAY
S. ON TNOM EcrOx.
X.AMA ELL OR COMBINATION CURB NE SETTER
SHILL TOT E CONSTRUCTED BEYOND ME REA LINE
EXCEPT FOR REPLACEMENT PURPOSES
.`
YxECT AATEH6AL lrE xaRE
"
PLAN VIEW SHOWING PLACEMENT OF
AEI"
5.
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
MJ 6 EpAY .B DREwTE DR tlDBED
co-z UNDERORAN
PLAN VIEW
ENTRANCE NOTES
6A45 LFEINC .B gMATgN PEaIFF1EJEe.
6.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
ED x E
ORS '"'
NON -PERFORATED OUTLET PIPE
5. WEAR THE ENTRANCE WI CANNOT ACCOMMODATE THE
TURNING MUIREENTS OF ANTICIPATED WANT TRUCK
MMUHE ROADWAY 4PE
C T E CLPM FEN SERI x CURB BMPs
WIMN }E LATE OF THE RAESIOULD 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
OR
10'PMMYJL LLRVE ENTRANCE WLYI
DR BS MM 0
fmf OF PLOW
m"`MED TO ].(SEE CC 13)
LI o
OvaAL n°w LE CNMC COUNT ®---
° ARE
°mo70 "MD9E Oliiv SERw OFPo
FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
t FAXEMEM MR. L BAS
If
YE
uNANE RoaWAr -== - - TOTE JI
THEE s
E
8.
ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
"e , a o , E M �11f.OR
--
m,DC C ® D
X ---
D
THE
], C DESIRMLE WD COMMA ENTRANCE NANCE LNWNGEs
DURABLE
A-MX La,m A ME RE NOT E MCABLE ORMX
VAIES ARE NOT N9LOPAF to STREET
' YIEICUtt AgFRYI T'FEF aI SBA4f
o E�
COMMEEDOCR5
9.
VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
RBJ MGEPA.. We MW
ie
»»:M� L ro S"« oSAIY AT a:D AFL DK.S.R.Dw°
NTERSECTION NOTES
10.
TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
aAwlOxT apWERortsLAW
s nMs McTxO MA
EM D q
GENERAL NOTES
m LGM.WCI GRaE MM S wI1X"FM BaR CURVE.
E
° "ECH1„t u°;' BE DESIGNED "«�1� WON
L TENCH 9VLL E FL D MM A°a . AND rM 1 NAM IMBED TO
SECTION A - A
MRHTO RYL MD THE MRCMLE RECOMMEND
SGN MAN INRUWL s1CFl-NL
Cwr Drs?Asi uD 1i VALUE RSaJ3FMLMls.
11.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4 2014 SENATE BILL 3874 WHICH AMENDS THE
' (
ewE GMMIESA
Wl VIAL ELowuM wr REDMIE a A
SAFE DRINKING WATER ACT).
WPPROMHH BLAB PA ME
s olrLO POUF HHAL WFW AT TIME mZ (F THE 1XAEL LAW PAMlE,Il Mp
SIAL E ft/®M A RUDE PAIELLL TO THE 9EVLER SLOPE 3 S ROOM
EE+AaO CRME.
r
-`
R. wMNHc
0.NIlOx OF CUTTER TO FROM POSTN'E DRMACE
MR«'*IE 1MTf°Sf°*IDYL
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 5•-0
}. E c1XE AAD COTTER sscmxs, MaE rt M LwssEE TD orERAE MowE
rs"A a sus THEY ASSETS ELDwMn DE1
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
�"°1"° °"° ^ "
a,�`"ERE NLOW SAW "°°`Nam"DRIVE"""T "E"
wrH vnLFr RF al LOW sE OEv.
--
AT •'•. 1`
GRADE CHARGE
MCLUND
SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
B ANENT ElEVAIEMMABLEO
1ON AT ONEET D EGII HET PE ro UC ARE. aP r-D• BO E
ACME T nEVAIgN E EQIVNO DR. DTIM ql SIIDCR.WE
ICL.E s: _�ENTRANCE
a N L c L
NOT
PLACEMENT
FAPPROACMDSLA85 N AT
` UW DMEr I>rt Ae W)
Ive°80MNL"'G'
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
OPWEMF A`11°W'M �FaR
STRENGTH
WYRiHi'm1NC.)W � �AIYI
SECTION C-C
MITI
7. OUTLET PX TIC E YLNMEY m TO REEA WONDER
DIE, MLBw E mMMOE ACME IMF M NOT
COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
MMD11 E.APPLICABLE
ro EFT CORRECTIONS
STANDARD COMBNATION UNDERDRAIN
aEawAUW
�voor
tYK K PM
WOMO y1RE1O1N
.i "Xa1.WE1FR
NW.D
9ONM WML PVC
.yD
COST
Su00TH N(LL M
ip PN SRO[
JO MMM
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 ° NE M WEMF METHOD OF TREATMENT ROAD AID EIWE S MMCB 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) BDY CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES)
COI MLIHA EPMTEXT C! T.A. WAB VIRtlNA LfPM1EHi CP 1RM9•]R]ATOH
15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA.
(•Z) MEM 1/16 x 5/8 x 1 1/2
f RUBBER PMZT/ DO98,d5
//PART/ UW61� Itx} t/2 55 ',..
M}HR 5 8 ID t3D CD ES I
I4 /
/PAr/ C°B81}1°
Our Nx 5/8-11 ZM HOUR:
PM4 O ult
(1J NIR HIS JAM S/8-11 ]N
'-aARrp DDE1Y3e
I) 19}5R LOY"[ LUO
BHOD7 PARE Wunwe,
LOCK LUG ASSEMBLY
I-
U
W
F
w
Of
d
Ln
JOB NO.
182157
SCALE
N/A
SHEET NO.
11
I
I
I
I
,
I
PLANT SCHEDULE:
Quantity
Latin Name
Common Name
Scheduled Size
20
Acer cam estre'Evel n' *
'Evelyn' Hedge Maple- 2.5" cal.
2.5" cal.
11
Acer rubrum'October Glory'
'October Glory' Red Maple- 3.5" cal.
3.5" cal.
28
Acer saccharum'Green Mountain'
'Green Mountain' Sugar Maple
2.5" cal.
6
Betula ni ra
River Birch- 3.5" cal.
3.5" cal.
2745
Carex stricta
Tussock Sedge
plug 50/flat
3
Celtis occidentalis
Hackber
2.5" cal.
10
Chionanthus vir inic6
Fringe Tree
6-T ht.
31
Cladrastis kentukea
American Yellowwood- 2.5" cal.
2.5" cal.
19
Comus florida 'Appalachian Spring'
'Appalachian S rin ' Do wood
6-T ht.
132
Eutrochium dubium'Little Joe'
'Little Joe' P e Weed
1 gal.
21
Hamamelis virginiana
Witch Hazel
6-T ht.
31
Ilex'Ma Nell'
'Mary Nell'Holly
4-5'
212
Ilex glabra'Shamrock'
'Shamrock' Inkberry
3 gal.
23
Ilex x'Ma land'
Oakland Holly
4-5'
49
Itea vir inica'Hen 's Garnet'
'Henry's Gamet' Sweets ire
3 gal.
59
Jasminum nudiflorum
Winter Jasmine
3 gal.
20
Juni erus virginiana
Eastern Redcedar
4-5'
98
Juni erus virginiana 'Emerald Sentinel'
'Emerald Sentinel' Eastern Redcedar
4-5'
41
Li uidambar st raciflua'Rotundiloba'
'Rotundiloba' American Sweet um
2.5" cal.
3
Magnolia grandiflora'D.D. Blanchard'
'DD Blanchard' Southern Magnolia
4-5'
15
Magnolia grandiflora 'Little Gem'
'Little Gem' Ma nolia
4-5'
5
Magnolia stellata 'Royal Star
Star Magnolia
6-T ht.
10
-'Royal
Malus x'Prairifire
Prairifire' Craba Ie
6-T ht.
48
M rica cerifera
Southern Wax Myrtle
4-5' ht.
2367
Packera aurea
Golden ragwort
plug
2071
Panicum vir atum 'Shenandoah'
'Shenandoah' Switch Grass
1 gal.
9
Platanus x acerifolia'Blood ood'
'Blood ood' London Plane Tree
1.5-1.75" cal.
6
Prunus subhirtella 'Autumnalis'
'Autumnalis' Cher
6-T ht.
3
Quercus bicolor
Swamp White Oak
1.5-1.75" cal.
54
Quercus phellos
Willow Oak
2.5" cal.
3
Quercus shumardii
Shumard Oak
1.5-1.75" cal.
10
Quercus shumardii
Shumard Oak- 3.5" cal.
3.5" cal.
52
ThAa x'Stee Iechase'
'Stee Iechase' Arborvitae
4-5'
7
Ulmus americana 'Princeton'
'Princeton' Elm- 3.5" cal.
3.5" cal.
108
Viburnum x pragense
Prague Viburnum
3 gal.
10
Viburnum x rh tido h Iloides'Alle han '
'Alle han ' Viburnum
3 gal.
* CLADRASTIS KENTUKEA AND ACER CAMPESTRE 'EVELYN' PROPOSED AS MEDIUM TREES ALONG
PEDESTRIAN PATHWAYS BASED ON THE FOLLOWING ATTRIBUTES: 40' MIN. HEIGHT REQUIREMENT,
CLEAR PASSAGE BENEATH CANOPY, URBAN TOLERANCE, SUBSTANTIAL AND BROAD CANOPY, AND
EXCEPTIONAL SEASONAL CHARACTERISTICS
CANOPY CALCULATIONS:
NOTES:
I. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE
ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE
HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS
AND TREES SHALL BE PRUNED MINIMALLY AND ONLY
TO SUPPORT THE OVERALL HEALTH OF THE PLANT.
2. REFERENCE VSMP STORMWATER MANAGEMENT PLAN
FOR PLANTINGS ASSOCIATED WITH DRY
SWALE/STORMWATER MANAGEMENT
Qty
Latin name
Common name
Size
Canopy each sq ft
Total Canopy sq ft
20
Acer campestre'Evelyn'
Evelyn' Hedge Maple
7-8' ht.
230
4600
11
Acer rubrum 'October Glory'
'October Glory' Red Maple
3.5" cal.
510
5610
26
Acer saccharum 'Green Mountain'
'Green Mountain' Sugar Maple
2.5" cal.
214
5564
6
Betula nigra
River Birch
3.5" cal.
535
3210
3
Celtis occidentalis
Common Hackberry
2.5" cal.
1 572
1716
10
Chionanthus virginicus
Fringe Tree
6-7' ht.
125
1250
31
Cladrastis kentukea
American Yellowwood
2.5" cal.
289
8959
19
Cornus florida 'Appalachian Spring'
'Appalachian Spring' Dogwood
6-7' ht.
124
2356
21
Hamamelis virginiana
Witch Hazel
6-7' ht.
113
2373
31
Ilex'Mary Nell'
'Mary Nell' Holly
4-5'
44
1364
20
Juniperus virginiana
Eastern Redcedar
4-5'
16
320
98
Juniperus virginiana 'Emerald Sentinel'
'Emerald Sentinel' Eastern Redcedar
4-5'
16
1568
43
Liquidambar styraciflua 'Rotundiloba'
'Rotundiloba' American Sweetgum
2.5" cal.
238
10234
3
Magnolia grandiflora 'D.D. Blanchard'
DID Blanchard' Southern Magnolia
6' ht.
82
246
15
Magnolia grandiflora 'Little Gem'
'Little Gem' Magnolia
6' ht.
82
1230
5
Magnolia stellata 'Royal Star'
Royal Star' Magnolia
6-7' ht.
49
245
10
Malus x Prairifire'
'Prairifire' Crabapple
6-7' ht.
129
1290
9
Platanus x acerifolia 'Bloodgood'
'Bloodgood' London Plane Tree
2.5" cal.
368
3312
6
Prunus subhirtella 'Autumnalis'
Autumnalis' Cherry
6-7' ht.
77
462
3
Quercus bicolor
Swamp White Oak
1.5-1.75" cal.
382
1146
54
Quercus phellos
Willow Oak
2.5" cal.
419
22626
10
Quercus shumardii
Shumard Oak
3.5" cal.
419
4190
3
Quercus shumardii
Shumard Oak
1.5-1.75" cal.
329
987
52
Thuja x'Steeplechase'
'Steeplechase' Arborvitae
4-5'
1 10
520
7
Ulmus americana 'Princeton'
Princeton' Elm
3.5" cal.
1 5351
3745
TOTAL CANOPY 89123
Ir jaxNakj[9]W
Construction area = 12.63 acres
Units = 100
Density = 8 units/acre
Minimum tree canopy 20%
Total site area : 12.63 acres
Open space: 3.65 acres
Area requiring tree canopy = 12.63 - 3.65 = 8.98 acres
Tree canopy: 20% x 8.98 acres = 1.8 acres
Total proposed tree canopy = 2.05 acres
LANDSCAPE REQUIREMENTS ALONG STREETS:
Total LF street frontage on Rte. 20 = 655 LF
Required: 1 large street tree 35' O.C. = 17 trees
Total proposed street trees = 17 trees
Total LF street frontage on Rte. 742 = 670 LF
Required: 1 large tree per 50 LF = 13 trees
Total proposed street trees = 17 trees
LANDSCAPE REQUIREMENTS FOR PARKING AREAS:
Total parking spaces = 32
Required: 1 interior tree per 10 spaces = 3
Total proposed interior trees = 3
Total paved parking/circulation area = 10,423 sq ft
Required: 5% of total to be planted = 521 sq ft
Total planted area proposed = 786 sq ft
RECREATION REQUIREMENTS:
REQUIRED AMENITIES:
Required recreation area:
200 sf x 100 units=20,000 sf or .5 acres
- 2 tot lots each to include
• 1 swings - 4 seats
•1 slides
•2 climbers
-1 whirls or buckabouts
•2 benches
-4000 sf of fenced tot lot
-1 half court basketball
kllrl:1103
Active recreation:
-5000 sf tot lot with a total of
-1 swing - 4 seats
•2 slides
•4 climbers
•1 inclusive orbit- ADA accessible whirl accomodating several childen
•3 benches, 2 picnic benches
-1 half court basketball - 1800 sf
-1 swing - 4 seats
-1 active recreation field- 6500 sf
Total active recreation area = 13,300 sf or .31 acres
Passive recreation:
Greenway park with path- 37,000 sf or .85 acres
Dog Park- 8276 sf or .19 acres
Linear Park with benches- 29,620 or .68 acres �1O Total passive recreation = 74,900 sf or 1.7 acres v
E
O
U
N
O ao
N�
N_a E
0
�W
aE �
Q) `en
U
m
U
a
E
U7�
a(D
� a
oO 3
mp 3
�J
ON
a00
00
M
V
W
Z
V
v
J
>
J
J
Z
IIIIIIIIIIIIIII IIII
D
=
O
U
vLU
Z
J
V)
m
J
Q
tiALTHopen `
<\.� - 2
JESSICA S. PRIMM y
Cert. No. 0406001256
� oFr/1 Fr/2o2o ,�
11�S
*.CAPE ARC�I*
SHEET TITLE:
SITE PLANTING
KEY PLAN
DRAWN BY: LMD, JSP
CHECKED BY: JSP
ISSUE HISTORY:
No.
Date
Description
1
11.13.2019
County/ARB Submittal
2
12.23.2019
Count /ARB Submittal
3
05.29.2020
Counry/ARB Submittal
REVISION HISTORY:
No.
Date
I Description
1
06.22.2020
County/ARB Submittal
1
08.18.2020
Counry/ARB Submittal
SCALE: 1 "=50'-0"
SHEET NUMBER:
L500
E
O
U
N
O ao
!T �
ti
N
N -p rC
0
EW
a��
U
>�E
>.0 a)
a
E
�
Uv
a
U M
s � �
—
U 0 '-0
cf) o
,q
l� a
o 3
mp 3
�J
ON
a00
v
M
V
Q
LU
z_
V
J
>
J
J
z
J
=
O
U
v
LU
Z
J
oC
Q
CL
W
V)
m
J
Q
JESSICA S. PRIMM Y
Cert. No. 0406001256
09/1 Fi/2a2a
G
�US' APE A 08
SHEET TITLE:
SITE PLANTING
PLAN:
COMMUNITY
PARK AND
LINEAR PARK
DRAWN BY: LMD, JSP
CHECKED BY: JSP
ISSUE HISTORY:
No.
Date
Description
1
11.13.2019
Coun /ARB Submittal
2
12.23.2019
Coun /ARB Submittal
3
05.29.2020
County/ARB Submittal
REVISION HISTORY:
No.
IDate
I Description
1
06.22.2020
County/ARB Submittal
1
08.18.2020
County/ARB Submittal
SCALE: 1 "=20'-0"
SHEET NUMBER:
L501
LOCATION OF STREET TREES BEHIND
PEDESTRIAN WALK DICTATED BY VDOT
CLEAR ZONE REQUIREMENTS
'EMERALD SENTINEL' EASTERN
REDCEDAR LOCATED IN SINGLE
ROW TO FIT BETWEEN PROPOSED
RFTAININC WAI I S
E
O
U
N
O ao
!T �
N�
E
0
�W
aE �
Q) `nn
U
U -0
E
a
o.°' E
�U
Uv
a
M
s 7, U
�o
ao
l� a
o 3
mp 3
�J
ON
a00
v
M
V
Q
W
z
J�i
>
J
J
Z
J
=
O
U
v
LU
Z
J
oC
Q
CL
W
V)
m
J
Q
T H 0;s 1
JESSICA S. PRIMM
Cert. No. 0406001256
G
�we' APE ARG� •
SHEET TITLE:
SITE PLANTING
PLAN:
GREENWAY PARK
& GREENWAY
ENTRANCE PARK
DRAWN BY: LMD, JSP
CHECKED BY: JSP
ISSUE HISTORY:
No.
Date
Description
1
11.13.2019
County/ARB Submittal
2
12.23.2019
Cou /ARB Submittal
3
05.29.2020
County/ARB Submittal
REVISION HISTORY:
No.
IDate
I Description
1
06.22.2020
County/ARB Submittal
1
08.18.2020
County/ARB Submittal
SCALE: 1 "=20'-0"
SHEET NUMBER:
A
L502
3-'DD Blanchard' Southern Magnolia
5-'Appalachian Spring' Dogwood
3-Oakland Holly
/ 3-1ittle Gem' Magnoli
5-'Emerald Sentinel' Eastern Redcedar '
5-Oakland Holly ' r
r/
426ctober Glory' Red Maple- 3.5" cal.
10-Winter Jasmine
/ I -Fringe Tree J' /to
3-1ittle Gem' Ma noli
I -'Appalachian Spring' Dogwood
/
I -Fringe Tree
•�j
1
I
I
T do,
ll k /
\ / / �5-Oakland HoI
I I de 3-Fringe Tree
/
I I / 10-Winter Jasmine-
/
// O`O • OO k k k 't kl k
! Ik I
j\ / 321Little Gem' Magnolia ' k 'V OW o e o \ k 4 k k k k k k
3-River Birch- 3.5" cal.
5-Oakland Holl
I I i 2-'Appalachian Spring' Dogwood kk
<
�10-Wint4 k • o Aoo o� � 00o k 4 k k k k k k k k—k —k ` k/ / _ � �. l
I ! k A500o ODO k k �k —
/ • erer jasmine � � 29-Winter Jasmine J�
7 13-'Steeplechase' Arb3-Little Gem Magnolia it —
C
T ff.
I I -'Appalachian Spring' Dogwood—
'
/ 5-Oakland Holly _
LOT:: I I
LQT:.
' 3-Witch Hazel ° oS �!� ' II
� � LOT 30 I
'Blood ood' London Plane Tree ° J/'. 3� ' I V I 'i
_ �: 33 3�.:: I
I / '
3-'Little Gem' Magnolia /
5-Witch Hazel
3
60 k k k `k Y k k• k 4 ' f�.
/ 3-'Evelyn' H�Qe Maple -`cal.—
° ° 3.5
/ 4-'October Glory' Red Maple- 3.5" cal.
./ ' k k / LOT � �\ � :I• \ I
W °
LOCATION OF STREET TREES BEHIND r�':': '• •'' O S / — — � � /:•' <. •. • •
I � ,.... o°as�O
` 37 \. , T,13-P3r•a..'.u.e.V.. ib'.0num'PEDESTRIAN WALK DICTATED BY VDOT. M
CLEAR ZONE REQUIREMENTS-.-.'.-.....�_
/ !
L.
k 0
O
4f o '/'•
4 O
p
k
LOT
LOT ,. 5-Willow Oak . ' "
k
{11I1111 ':�••:'::% k ,.. ,: MIT
LOT:
v.
\ \ f
k I
I
/ '1k
I.
� \' k 1 I •�' Y\ 1
� I
I
\� L.
P —
I I
-AmericanYelloWWood
k I .li
• ::�•• 4 k\ I I � '' 3-Shamrock Inkber
I
k ' S-Rotundiloba Am....... �' . • :'.' .I•
w :;• � , Swee um':'• I
I f'. c
J..
k ,
! ndil I : Rotu m r' oba A e 1 n ! ,.•
\
ca Swee \
� I
I•
k
/
........ ...... .
yGI
�.'.W'• W '
— ,`T
— — W-1
T'
/11'Green MotoYi
Su arM /
I e'
n
J + •/ I III
II OT
L '
:I tI1I
I
k k
V.
1�
W
'07
t:
�. ^ kk I . k I' 7.77
1� 4 I
)
I
1
• .. Y / [ ... Y I w........ ,.).. r f: ...1,•. �, �.. 1 1 /' L• k I AVOID PLAN TING IN
�-
I -Green Mountain Sugar Maple - 1 k r'• k • � �.' � '—�- I. � `� +!� — � CENTERLINE OF
. k OV / k Y •, f
.♦' .
1 � I
SWAL................
. " .. k t � � .;..,'.!1'. .. •• ) .1/ ......:N�.W��—P2 Willow 1
........ ...
! „�.M ,; ^ •. 5, ....... k s.' ' 1 4 t ! I , I.. I � .I ,•.1'.. '...:.f,l.
k
.... .. ...
' .... ... k k ` k �' ..':':_' mil.'.'.. ..• ...... ... .. k
..-. •.—, 1 lV. �.-'•:
. k k k \.V• , k .:•R k k I
...\'. _ k 26 L_
• \. k `k .'.' 1 V V k
•k I . k t k
\ 1'
V`. k 1
k k
k 1 .
Iry 4 kI k F •I
Y I
... ...... .......
k k
kk k kk 4
4! k kk k k ! kk k
k kk 4
kk
k
k
k
k 4
!kk k k k
k k k /4
k/
I i
.'. A. •. 41.1E
\ �•'
� T
.�
i'.—• • `1, 1 ,•
1 /I
`• ^.II ,' s' I:
•'1I ••A ,I •/
\
'• •• ' •„ 00%
•`' �a r M
•Y..
k
k
kk
k k
4 k rzIIII
kk k k
k k k t
! 4 k kl k4 k4
k
kk
k
k k
k
k
k k 4
4
k
k k k
k
!k k
k
k
kk
L k4
k
I
25 f'
f HII1I1
• If
IIIIa
.'
'•.
I
L ! k k k k L
-/4
k /
s kk k ! t ! •1. k k � I Y k 4 Ik k k
k k k k \\ .��• k k
k k
k k 4 k
k k 4 k k k I
LOT ..
..:.... .. :
k k k 4 k k 4 I .� 3- ...5... —5 .... ..5... ...: .SVy ''''.'•.�. k k Y I .'.I , k k k 4 k k .. 5 r • \. b 4' O +\k k k k k k 1 I.
.. ........ ..
k k k 4 k k k �. I �. .4 --- _�' �.'. ..•�. 4 k k k k k I I.
k k k \
4 ... .. ... k k
I k k k
•f
LO ! ! T
3
I I. I I k k C k k k
k � 1 k \k k k k kk k k k k k
I
k li 4 k k k k k0 I
k k
— 1 I k k 4 `•:� \ k k k I k
k I k k I t k
k � k 1 k k
/ I k � k k k k
k ! k I k \
s •1. 4 k T-
k I k
k I k k k k I I �-LOT
k 4 k k k k 4 k
.....'.. kk �' Willow Oak::::''' �
4 I 4! k k k I I Ik k • V• ��\�...\
k \c k \'\\...�. \k k J .• � II.... 'I. .�
k k I I k k k k k I I I< k 4 k k k �r�t .. .. k / I I I I 11 '•' I
k k k k I I I '' k 4 1\k \` .// �:['.'I. .I 1'••.•.'....
I I I k k k 4 Y k\. '�..'-\..\..•t /� I .'LOT:.
k k k k k 1{ k k \\ -I' k • . \•`
k k k k k k k
k k k k Y k
I
.I
k •II k k k k k Y k! �. .r-' ! k k k k t k \ .. �\`. ` ."Il. J I 23 I ''I' I' �I':
k k k I k 4 k k k k 'I I k k k k \� k \ ".l`..Y••. ). / I Lam. ��'.
_. I'.
I k k k I' k \ � ......•. '.
I
k k k k k \ ��. I' t 4 I k k k .\♦/ _ �. I. k II
k I 1` k k k 14 4
k ! I Y k \
t k I )
k k I k k k k t k k k 4 k k �\ k y\ • \\ .! .v I • I.
4 R k k
I k k \b ♦�.'. .•...'.'.'.'. I
k
1 I.
k k k 4 k k Y k I r.'LOT. ! k k k \ k
k 4 k 4 k k k k
k \\'' • ��.'. k 7-Emerald Sentinel Eastern Redceda .
•I I k k k k \ ,• �` •. k I ' 'I'.
��
k k 4 k k k k k •� \
! k k k k 4
\•. . �. k I k k
4 LO' k k T k I k
k k Y
4 \
k k k k k k
k \.
k k Y ! t
LO
R k k \ 4,
t k k 6 f I
k Ik �• ' I k k 1
k k 4 '. •\ .•' . 4 k k k k I � k k •I k k ! k I
I k k k k k k
k k k II T I.��:. .1..
k k 4 k / p I Y k 4 k " k k ( k • k \: "�\ b, I I. 1 I.
r'4J: ! k k\. `" k 1 1 .f
48 \\'•''�:'.'•' I-Rotundiloba American Swee -um . k k k k k k k k k k k 't Y k k k k k k k/ kIk L I k k k k 4 4 \\ 4• 1 k k k .::• I� ..1.'.'..•.I..I
k Ik 1 Vk t k 4 4 k k t 4 k k t k k k \ k k f I k k ....
k k k k k k k 4 k I kI k k 4 k k k k k
k 1 k k k ! k k k k 4 k
k k k k �'. . I k \\ � ! k \ k k k,�.•�,._.•.•.•...•..,..:•::':'. k : r' .LL.
!f��Ij' 4
� k k k k k '� k.L� 1
I k k Y k ! k k k k k k k \ / k k Y k ! k k k k k •\ k k ! Q a I�
k k k k! ! k �
k k I k k k k k k Y k\ \' k k I I 1r k
k k k 4 k k k k k k Y k k k k! k k 4 k k I k k k k k I� '•♦1\.. 4\LL k .�\ �1 —
I
4 k k k k k k k \ ! k k I k I Y k )\ ! k \ k k '. \\. .\'. Y/ / • I �
k I k! k k k k k k k \ / k k I k k k 4 k k• • !I
I k k k k k k! k k k k k I k k � \ ` i f
k k k k I k I 4 k k k\ k � �\`'.I l
�j•I{, k 4 k 4sII ` y �:LOT�:.11
k k k k k k k k k ! k k k I1 k 4 k 4
I .'
k \ k \ ` 1
• I k k k k k I k k • \ \,
k /k k k 4 4 k k k .. k k k k t k k k k k � k k I k
k k k k k k k k k k
I I t k k k k k k k I' Y k I k •i k 4 k k k k !
k k
4 IF k k
k k 4 k O k k ! \
I k k k 4
Ik I k Y k k 4 k 4 k k k k k k k k k k k t \ k I` k k — i k k k k k k 4 k k \ \• I .N
k k 4 k t k k k k k k k k �\ k k \ ` „`. .•"'
k k k k k k k k k k
♦ 4! k _J: — r �\ k k 4 4 k k
—•T� •k♦ T• !♦k '� • \ t k k k k k 'a 4 k ': k k k k k ! k k � k " k k 't k 4 k k.• k k k `
%. k f r ♦ ♦ Y 4k • ♦ [ k ♦ • ♦ ♦ • k � k k ! k k k k k k k k k k k _ _ _ _ _ _ _ _ k k k k \ {\•.'. '. I 'I'. { .
I � r • • � : : k ♦ 4 • ♦ ♦ • � ♦ � � : k • k k k k k k _ _ _ _ _ _ � — k k k k I k I k \ k ... \ L OT . '
• k ♦ y 4 6 k k k k k k k! k k k 4 4 k ! 4 k k k k k OI
•�• Y k k k k 4! k k k k k k k � k k ! k k k k k k k � ! k k k ..3 ... .'.1.
'k•\ Ya k k k ! k k k k k k k, k..• t.
\ y k • I. II.
t♦ • • / '.k k. f. .k. ..k• '.k k 4 k k k k k ! k ! k k k Ik k ..t. .k 4• .k •. .k k3. I'
k k•�♦• .k k. k... ..
! ! k k k
. .k. .k.. i kk k k k • kk I k k k 'k •k I k e 4�•I• I
'k \. . .!
.k k4
•k• 4 -k' k ' `` k • Y k J k 4 kk. • Nk— . k• k k ' kk"T� 4
•♦ kk R�— k k k � k \ k • •l 4 i k ' k 1['. k' 4 k k _ k ' k. I♦ • Ik ! k k k k \\ k k k t' • k' \ k k 4 'k k k k • • kk k �`4 k t♦♦ •ki'' k k 'C. •kk k k k k.k k'.k.. k 4 •k •• k k k k k k k k k Y _ 4 � .,•O: .'.I
>I I ••y • jt• ••/k.'. k ! k k k k k! k k k k k �_�_—_ 1 k{
.\• Ye♦' ♦ k / k k k ..k. k 4! k k t k k k k k 4 k k k k 4 4 k k t '4'� t 4 k —k� k k 4 k k k k•k 4 Y k k j- -- J — �� �\ ^T.I k 4 k 4\y\`k k '. `�•'•''IF
k
4k♦ y♦ .:.•,1. .k. k 4 k k k k Y k k k k k k k k I •.k k k Y Tk k k—� k -rk �� _ \\ I k k l k k .\\•. 11 .f '�". I
...I as ,.♦ ♦ k •._� k[ k k k k .! k k p k k k k '4 k k• k '4 k k♦ k k k k• k 4! Y -lkk� 4 5.. k k k 4 k k k k 4 k ki!' i�k_k k_r. — �- _ ,1 \\. 1 k 'r k l>\ .'.,'. I I�'I': - ._1 I'� .Ir
Birch- 3.5"
k
8-'Mary Nell' Holly
A
E
0
U
N
1> ao
P'6)
N�
N-a E
0
EW
a��
CL U
m
>.0
a
E
�
Uv
a
s ,
� �
n
�o
�o;
l� a
o 3
mp 3
�J
ON
a00
00
M
V
Q
W�•1k�.
Z
V
J
>
J
�
IJ
D
=
O
U
v
LU
Z
J
Q
oC
L
C
4/ /
Mw
W
Q
,NLTHOp
V N
JESSICA S. PRIMM
U Cert. No. 0406001256 Y
i
2 2
9
G
.L
w
d
l
�.CAPEARGi�
SHEET TITLE:
SITE PLANTING
PLAN: ENTRANCE
PARK AND DOG
PARK
DRAWN BY: LMD1 JSP
CHECKED BY: JSP
ISSUE HISTORY:
No.
Date
Description
1
11.13.2019
County/ARB Submittal
2
1 L23.20I
Coun /ARB Submittal
3
0 i.29.2020
County/ARB Submittal
REVISION HISTORY:
No.
IDate
I Description
1
06.22.2020
County/AB Submittal
1
08.18.2020
County/AB Submittal
SCALE: 1 "=20'-0"
SHEET NUMBER:
L503