HomeMy WebLinkAboutSUB202000082 Plan - Approved 2021-10-26GENERAL NOTES
OWNERS:
TMPo4600-oo-oo-oigB4
CROCKETT CORPORATION
CIO HAUGH & HELVIN
435 PARK ST
CHARLOTTESVILLE, VA zzgol
DEVELOPER:
RIVERBEND DEVELOPMENT, INC.
455 SECOND STREET SE, SUITE 400
CHARLOTTESVILLE, VA 22903
ENGINEER:
COLLINS ENGINEERING
zoo GARRETT ST, SUITE K
CHARLOTTESVILLE, VA 22902
TAX MAP:
D4600-00-Do-01984
D.B. 5Dz1, PG.17o
162.75 ACRES
ZONING:
NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMAzoig000zz WITH
PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17, zolg)
THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA201500007
ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT.
ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED
AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH)
ZONING DISTRICT.
NOTE: A SPECIAL USE PERMIT APPLICATION (SP201500025) WAS APPROVED TO
ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH).
THE SP WAS APPROVED ON NOVEMBER g, 2oi6 BY BOS WITH CONDITIONS.
TOTAL PROJECT AREA:
04600-oo-00-03.04-16z.75AC. (PORTION OF)
BLOCK 9 - io.99 AC
BLOCK io - 9.66 AC
BLOCK 11-13.91 AC
TOTAL = 34.56 AC
PROPOSED USE:
BS TOWNHOUSE (VILLA) UNITS
ALLOWABLE DENSITY:
BLOCK g: ig UNITS (MIN.) TO S7 UNITS (MAX.)
BLOCK io: 9 UNITS (MIN.) TO 27 UNITS (MAX.)
BLOCK 11: 11 UNITS (MIN.) TO 53 UNITS (MAX.)
PROPOSED DENSITY:
BLOCK 9: 32 UNITS
BLOCK io: 25 UNITS
BLOCK 11: 28 UNITS
REQUIRED SPACE:
Bi9 Bo
Bii
OPEN SPACE PROVIDED:
CIVICIPARK
GREENWAY
OPEN SPACE
BUFFERS
TOTAL GREEN SPACE
o
z.B ACRES
o
z6 ACRES
.6 ACRES
o
.6 ACRES
i.o ACRES
o.z ACRES
ACRES
i.zA E
8.2ACRES
1.3A E
o
10.7 ACRES
L
CIVICIPARK
GREENWAY
OPEN SPACE
BUFFERS
TOTAL GREEN SPACE
o
z. ACRES
i.z ACRES
z. ACRES
6.z ACRES
o
ACRES
o.66 ACRES
o. oACRES
ACRES
i.io ACRE
8.66 ACRES
o.5y ACRES
o
io.3o ACRES
Bg
Bio
13.94
Biz
BUILDING HEIGHTS:
NO MINIMUM HEIGHT REQUIREMENT.
MAXIMUM - 3 STORIES 14o FEET
SETBACKS:
NEIGHBORHOOD DENSITY RESIDENTIAL- BLOCK 5TO BLOCK 1g
FRONT SETBACK: 8' MIN. & 25' MAX.
PORCH SETBACK: 5' MIN & z5' MAX.
SIDE SETBACK: 5' MIN & NO MAX.
SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX.
REAR SETBACK: io' MIN. & NO MAX.
GARAGE SETBACKS: 18' MIN.
SUBDIVISION STREETS:
CURB & GUTTER
WATERSHED:
SOUTH FORK RIVANNA RIVER
AGRICULTURALIFORESTALDISTRICT:
NONE
TOPOGRAPHY & SURVEY:
TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN
SURVEYING AND BELL LAND SURVEYS, JANUARY 2015.
BOUNDARY INFORMATION WAS COMPILED BY LINCOLN
SURVEYING ON MARCH7,zoz5. FIELD VERIFIED BY COLLINS
ENGINEERING IN NOVEMBER OF zozg.
DATUM:
NAVD 1988
EXISTING VEGETATION:
MOSTLY WOODED.
PRESERVEDIMANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS
OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS.
LIGHTING:
NO LIGHTING IS PROPOSED.
PHASING:
THESE BLOCKS SHALL BE DEVELOPED EITHER AS ONE (1) PHASE OR ATOTAL OF
(3) SEPARATE PHASES.
RECREATION:
UPLAND PARK (CIVIC SPACE #z)
z. OUTDOOR PLAZA AND MEETING AREA
z. TOT LOT PLAYGROUND AREA
3. OPEN RECREATIONAL AREA
4. HARD SURFACE PLAY COURT SUCH AS A BASKETBALL COURT,
TENNIS COURT, OR SPORT COURT
S. MINIMUMS SPACES FOR PARKING
6. TRAIL CONNECTION TO THE GREENWAY TRAILS
PARKING:
TWO (z)OFFSTREETPARKING SPACES ARE PROVIDED PER TOWNHOUSE UNIT.
ONE (z) ON STREET PARKING SPACE PER EVERY 4 UNITS IS REQUIRED.
B5 UNITS 14 = zz PARKING SPACES REQUIRED
zz ON STREET PARKING SPACES PROVIDED
BUILDING SITES:
EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS
OFSECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
BURIAL SITES:
NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THESE (3) BLOCK
AREAS.
FLOODPLAIN:
THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO28oD
DATED FEBRUARY 4, zoo5. IN ADDITION, A DAM BREACH INUNDATION ZONE
EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL
DAM LOCATED UPSTREAM OF THE PROPERTY.
LANDSCAPING:
A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE
WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9, STREET TREES ARE
INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES
ALONG THE ROADWAYS.
LAND AREAS:
OPEN SPACE: z1.43ACRES (62.0%)
LOTS: 7.43 ACRES (21.5%)
ROW DEDICATION: 5.7o ACRES (26.5%)
PROPOSED IMPERVIOUS AREAS: ROADS & SIDEWALK: 158,632 SF
BUILDINGS, PATIOSIDECKS: 16o,65o SF
DRIVEWAYS: 37,93.8 SF
AMENITIES: 11,620 SF
TOTAL IMPERVIOUS AREAS: 368,820 SF (8.47 ACRES)
RETAINING WALLS:
RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING &
DRAINAGE PLAN FOR WALL LOCATIONS.
TRASH:
EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.
UTILITIES:
ALBEMARLE COUNTY WATER & SEWER
AFFORDABLE HOUSING:
AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THEAPPROVED
BROOKHILL PROFFERS. SEESHEETI6.
TOTAL PROPOSED UNITS: 85
TOTAL PROPOSED AFFORDABLE UNITS: 13 UNITS OR CASH IN -LIEU
OFAFFORDABLE UNITS
NOTE: LOCATION OF AFFORDABLE UNITS TO BE DETERMINED WITH
THE FINAL SITE PLAN OR CASH IN -LIEU OPTION.
BROOKHILL -BLOCKS 9,
FINAL ROAD PLAN
I I
I
I
I
l I�IIIIII
A---- -----
j
PROPO.'WIDUTEPg BUFFER
oLUNDI BUFFER
rp3 NATURAL UNDISTURBED BUFFER
/ 3a'PUNTEDlREFORESTED BUFFER)
I
J \\
OPENSPACE
�
o i
m
\
l
BE
a'
z �
i
o;
0
o
\
\
�'. LOT LOT LOT LOT
T\
a x _
LOT
SUB202000082
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
--�-- I - -- '
EGEND
EDGE OF PAVEMENT
- CURB
PROPOSED ASPHALT PAVEMENT
L - - - - - - - - - - J EXISTING VEGETATIVE/LANDSCAPE BUFFER
------------ GREENWAY BUFFER
---------- PROPOSED EASEMENT
Q DROP INLET &STRUCTURE NO.
® DRAINAGE PIPE
nT
\
1 1
i
BENCH MARK
VDOT STANDARD STOP SIGN
C1
PROPOSED HANDICAP PARKING SPACE
09
PROPOSED ASPHALT STRIPING
- EXISTING CONTOUR
PROPOSED CONTOUR
200
EXTENSION OF ARCHER AVENUE TOASHWOOD
y�;' : ,
`
606.71 TC EP
PROPOSED SPOT ELEVATION
\I BOULEVARD TO BE COMPLETED (UNDER A
`
TBC DENOTES TOP/BACK OF CURB
SEPARATE SET OF PLANS) IN ACCORDANCE
\
T/B DENOTES TOP OF BOX
WITH THE APPROVED BROOKHILL PROFFERS. _
' � \
506.71 TW
5os.2f Bw
�
PROPOSED SPOT ELEVATION
\\ --�.
\\
TW DENOTES TOP OF WALL
BW DEN07ES BOTTOM OF WALL
\
\\
PRESERVED STEEP SLOPES
_PROPOSEDGREENWAY�
OPENSPACE
\\
MANAGED STEEP SLOPES
---
LOT - PEDESTRIAN AND VEHICLE ACCESS
LOT LOT LOT LOT ` °
Lor 33 34 35 36 LOT ;. a PROPOSED CONCRETE
7 37 \
� ' \ PROPOSED & EXISTING GUARDRAIL
LOT iy
38 LOT I
\ PROPOSED FENCE
Lor c 39 Lor \ FUTURE ROAD EXTENSION \\ 00 00 0O 0 100 YR. FLOODPLAIN
3a �
LOT (UNDER DIFFERENT SET OFPLANS) \
' LOT
x
� LOT ____ -' - � .. . _ x \♦ \ - \---
_T _ •VI g 1 LOT ii � I \ \ - i// LOT �\ -� �\
LOT i LOT
('
�l wr i 1 p c
! a8 I y a Lor 1 1 5s
LOr a I ' LOT ( ` �'' '�IM� k y'T ✓, LOT
1 1 \ \\
LOT
i LOT •
z5 ) I LOT + LOT \� I _ _ \ ` � \ \\ I, \`
ROPOSED GREENWAY
B4 1 52 Lor ' Lor
LOT Lor Lor se Lor V A
�-
I 34 1 V � _ iLOT I ;� % .'.
60
L� \ ��' Lor
'
I \ 1 LOT OPENSPACE xx 9\ \
-
' LOT �-
\\ / 'f L�5T \ cpO 65
�c \ JS
'
I
I
;
I
,
�
v
u LOTv
`.� xo L01
x9
Lor \ G EJ
\ F.\ y
LOT \ `t OPENSPAC\
LOT
a8 i
y'T-
`�
PROPOSED GREENWAY J \
----------------------
-
\
1
I' III I I
SHEET LAYOUT
SCALE: 1" = 100'
75 LOT _ 1 / L6B '' \
LDT 'i LOT 74 J1
/ / ii LOT72 LOT -
S
Pot 0
GR pUN�
VICINITY MAP:
SCALE: 1" = 2000'
Sheet List Table
Sheet Number
Sheet Title
1
COVER
zA
PROFFERS
1B
PROFFERS
2
OVERALL MASTER PLAN
3
OVERALL BLOCK PLAN
4
EXISTING CONDITIONS
5
LAYOUT PLAN
5A
LAYOUT PLAN
6
UTILITY PLAN
6A
UTILITY PLAN
7
LAYOUT &UTILITY PLAN
8
LAYOUT &UTILITY PLAN
g
GRADING &DRAINAGE PLAN
zo
GRADING &DRAINAGE PLAN
1i
GRADING &DRAINAGE PLAN
1z
GRADING &DRAINAGE PLAN
13
NOTES &DETAILS
14
NOTES &DETAILS
i5
ROAD &WATERLINE PROFILES
D.6
ROAD &WATERLINE PROFILES
17
ROAD &WATERLINE PROFILES
18
SANITARY SEWER PROFILES
zg
SANITARY SEWER PROFILES
zo
STORM SEWER PROFILES
zi
STORM SEWER PROFILES
zz
STORM SEWER PROFILES
23
DRAINAGE MAP
zq
DRAINAGE CALCULATIONS
25
DRAINAGE CALCULATIONS
26
SIGHT DISTANCE PROFILES
27
SIGHT DISTANCE PROFILES
z8
LANDSCAPING PLAN
zg
LANDSCAPING PLAN
30
BOX CULVERT PLAN
31
BOX CULVERT DETAILS
35 TOTAL SHEETS
ROAD CROSS SECTION NOTES
1. ARCHER AVENUE WILL BE DESIGNED TO THE "CONNECTOR ROADS -
PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN
SECTION z.80FTHE ZMAzolS00007CODE OFDEVELOPMENT. ARCHER
AVENUE WILL BE DESIGNED TO THE CROSS-SECTION SHOWN ON PAGE
25 OFTHE COD TITLED "FIGURE 10: CONNECTOR ROAD AND MAIN
STREET CROSS SECTION"AND AS SHOWN ON THE DETAIL SHEET 13
FOR THE PROPOSED ARCHER AVENUE ROAD CROSS-SECTION.
z. EUSTIS AVENUE WILL BE DESIGNED TO THE "CONNECTOR ROADS -
PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN
SECTION 2.80FTHE ZMA201500007 CODE OF DEVELOPMENT. EUSTIS
AVENUE WILL BE DESIGNEDTO THE CROSS-SECTION SHOWN ON PAGE
25 OF THE COD TITLED "FIGURE g: CONNECTOR ROAD CROSS
SECTION" AND AS SHOWN ON THE DETAIL SHEET 13 FOR THE
PROPOSED EUSTIS AVENUE ROAD CROSS-SECTION.
3. FLORA LANE AND KOCH COURT WILL BE DESIGNED TOTHE
"NEIGHBORHOOD STREETS - PUBLIC VDOT ROADS" CROSS-SECTION
AND STANDARDS SPECIFIED IN SECTION z.80FTHE ZMAzalS000D7
CODE OF DEVELOPMENTAND AS SHOWN ON THE DETAIL SHEET 13
FOR THE PROPOSED FLORA LANE AND KOCH COURT ROAD
CROSS -SECTIONS.
4. FLORA COURT WILL BE DESIGNED TO THE "NEIGHBORHOOD STREETS -
PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN
SECTION z.80FTHE ZMA201500007 CODE OF DEVELOPMENT AND AS
SHOWN ON THE DETAIL SHEET 13 FOR THE PROPOSED FLORA COURT
CROSS-SECTION.
APPROVED
by the Albemarle County
Community Development Department
Date 10/26/2021
i3i1�.3i(7PLII.IIIIIIIII:IR�
Lic. No. 035791,E
� 10/14J21 �44
���IONAL E�G�
LL Cie cl� of
M
O
U
O
U
O
U
w
�
O
�
Vai
O
�
O
x
off
a�
Z
k
tUif
m
� N N N .•+ .-I N
O N N O
H \ N N � N N �
N N '••I
En o0
Cn
1 _
zM
Cn
N
M
1
N
O
W °'
N
N
W Q
W
zJ\
\J_
VJ
� W
O
U
W
zW
�
J~
J�
o�
O
N
z
Q
O
0 �
W
U
co
.J
H�
\2
i
O
O
co
w
J
F-
F
o
w
a
�
or+ No
182150
SCALE
1 "=100'
SHEET NO.
1
Original Proffers
Amendment X
Brookhill
PROFFER STATEMENT
Date: April 18, 2019
ZMA No. 201800011 Brookhill
Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600-
00-00-019A2, 04600-00-00-019B1, 04600-00-00-019B3, and 04600-00-00-019B4
Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO
This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA
201500007, approved on November 9, 2016.
Owner(s) of Record: CHARLES R. HAUGH & ELiZABETH ANN OGLESBY HAUGH; CHARLES
R. HAUGH & E. J. OGLESBY JR TRUSTEES; CROCKETT CORPORATION a VIRGINIA
CORPORATION; HORNE LAND CORPORATION, a ViRGiNiA CORPORATION; CRAFTON
CORPORATION, a VIRGINIA CORPORATION AND BROOKHiLL APARTMENTS, LLC
Approximately 277.5 acres zoned NMD (Neighborhood Model District)
CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel
04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of
Tax Map Parcel 04600-00-00-01800; BROOKHiLL APARTMENTS, LLC is the owner of Tax Map
Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600-
00-00-019A1, 04600-00-00-019A2, 04600-00-00-019133, and 04600-00-00-019B4; all of the owners of
such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the
"Property'. HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018B0 and
CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018DO. The Property is the
subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for
a project known as `Brookhill"(the "Project"), which includes the application plan prepared by Collins
Engineering entitled, "Brookhill Neighborhood Model District (NMD) Application Plan," last revised
September 16, 2016 (the "Application Plan"), and a Code of Development entitled the "Brookhill
Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County
Board of Supervisors and revised for variations #I and #2 on September 5, 2018 (the "Code of
Development"). Capitalized terns, not otherwise defined in these Proffers, shall have the same definitions
as set forth in either the Code of Development or the Application Plan.
Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers
the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district
identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner
acknowledges that the conditions are reasonable.
1. Transportation improvements.
A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department
of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane
improvements, including improvements to the horizontal alignment, vertical alignment and cross-
section of Polo Grounds Road ( P "Polo Grounds Road Improvements"). . The Polo Grounds Road
Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as
of the fortieth 40thCO for a residential dwelling unit in the Block in which it is located. Parks
and Civic Spaces shall be conveyed to and maintained by the Owner's Association.
3. Cash Proffer for Capital improvements Projects.
A. The Owner shall contribute cash on a per "market -rate" dwelling unit basis in excess of the number
of units that are allowed by right under the zoning in existence prior to the approval of this ZMA
2015-007 for the purposes of addressing the fiscal impacts of development on the County's public
facilities and infrastructure i.e. schools public safe libraries arks and transportation. For the
> P safety, , P P
purposes of this Proffer 3, the number of units allowed by tight under the R-1 Residential zoning
is two hundred sixty-nine (269) single-family detached units. A "market rate' unit is any dwelling
unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable
Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven
Thousand Three Hundred and Thirty-three and 18/100 Dollars 7 333.18 for each single Tamil
rtY ($ ) B Y
detached Market Rate Unit, other than a constricted For -Sale Affordable Dwelling Unit within the
Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate
single family units shall begin after the issuance of a CO for the 269th single family dwelling unit
and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions
P B Y B
for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty-
seven Y rtY
seven and 57/100 Dollars $5 447.57 other than a constructed For -Sale Affordable Housing Unit
or a For Rent Affordable HousingUnit within the Project qualifying as such under Proffer 4. The
J q fY B
cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred
Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing
Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4.
4. Affordable Housing.
The Owner shall provide affordable housing equal to fifteen percent (I S%) of the total number of residential
units constructed on the Property. For exam le if one thousand 1000 total units are constructed in the
example, ( )
Project one hundred fifty 150 units or their equivalent, are required to be provided to satin this Proffer
1 ftY ( ) 9 > q P satisfy
4, subject to paragraph 4C. The Owner or its successors in interest reserve the right to meet the affordable
housingobjective throw a variety of housing s including but not limited to for sale units rental units
J through tY B types, 8 >
accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly
described in sections 4A, 4B and 4C below.
A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units,
(defined below) shall be approved by the Albemarle County Housing Office or its designee. "For -
Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which
households with incomes less than eighty percent (80%) of the area median income may qualify,
and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time
homebu ers. The Owner shall provide the County or its designee a period of one hundred twenty
Y P tY � P
(120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The
one hundred twenty (120) day period shall commence upon written notice from the Owner that the
unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior
to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the
County or its designee may then have thirty (30) days within which to provide a qualified purchaser
for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a
qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right
to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carriage
Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable
Units.
Page 5 of 11
depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the
issuance of a building permit ("Permit") for the first (I") dwelling within the Project, and the Phase
I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i)
a Permit for the fiftieth (50") dwelling (other than an Assisted Living, nursing home, rest home or
convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a
multi -family dwelling within the Project. Phase IV, as depicted on the Traffic Phasing Plan, shall
be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling,
Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the
Project. The Polo Grounds Road improvements shall be designed and constructed to applicable
VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds
Road Improvements shall be determined to be substantially completed by: i) the Albemarle County
Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction
bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete.
Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander
tunnels shown conceptually in Figure B "Salamander Crossing Exhibit"). Maintenance of the
P Y 8� > ( B )
salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be
established and approved by VDOT during the VDOT review of the road plans for the Polo
Grounds Road Improvements.
B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall
construct all intersection and turn lane improvements along Route 29, conceptually depicted on the
Application Plan ("Route 29 intersection improvements"). The Route 29 Intersection
Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth
(501) dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility)
within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling
within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be
designed and constructed to applicable VDOT standards, including, without limitation, VDOT's
Geometric Design. The Route 29 Intersection improvements shall be determined to be
substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are
constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official
otherwise confirms that they are substantially complete.
C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary
construction easement and maintenance agreement approved by the County, the Owner shall
construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and
landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard
Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall
be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the
five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living,
nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th)
Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall
have completed the Ashwood Boulevard Connection prior to the completion of the western
extension of Ashwood Boulevard to Berkmar Drive Extension.
Until such time as the County determines to submit the Ashwood Boulevard Connection for public
dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of
the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement
and maintenance agreement that is acceptable to the Count prior to approval of road plans for
Br P Y P PP
Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the
County -owned right-of-way at such time as the County determines to submit the Ashwood
Page 2 of 11
B. For -Rent Affordable Housing Units.
(1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks
qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall
not exceed the then -current and applicable maximum net rent rate approved by the
Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent
0
for each For -Rent Affordable HousingUnit may be increased u to three cent 3 /o .
Y P Par ( )
For of this Proffer 4B the term "net rent" means that the rent does not include
purpose
tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing
Units may not exceed the maximum rents established in this paragraph 4B shall apply for
a period of ten (10) years following the date the certificate of occupancy is issued by the
County for each For -Rent Affordable Housing Unit, or until the units are sold as low or
moderate cost units qualifying as such under either the Virginia Housing Development
Authority, Farmers Home Administration, or Housing and Urban Development, Section 8,
whichever comes first (the "Affordable Term").
2 Conveyance of interest. All deeds conveying an interest in the For -Rent Affordable
() Y N B Y
Housing Units during the Affordable Term shall contain language reciting that such unit is
subject to the terms of paragraph 4B. In addition, all contracts pertaining to a conveyance
of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term
shall contain a complete and full disclosure of the restrictions and controls established by
this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any
For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner
shall notify the County in writing of the conveyance and provide the name, address and
telephone number of the potential grantee, and state that the requirements of this paragraph
4B(2) have been satisfied.
3 Reporting Rental Rates. Dunn the Affordable Tenn within thirty 30 days of each
() g B rtY ( ) Y
rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner
shall provide to the Albemarle County Housing Office a co of the rental or lease
P tY B PY
agreement for each such unit rented that shows the rental rate for such unit and the term of
the rental or lease agreement. In addition, during the Affordable Term, the then -current
Owner shall provide to the County, if requested, any reports, copies of rental or lease
agreements, or other data pertaining to rental rates as the County may reasonably require.
C. Cash in lieu of in lieu of Constructing Affordable Dwelling Units.
Units.
In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the
total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the
affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five
Dollars 24 375.00 the "Affordable Housing Cash Proffer" for each such unit as follows: the Owner
shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County,
if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments;
after an inspection and prior to the issuance of approval of a CO for each of the two hundredth 200th five
P P PP ( ),
hundredth (500th), eight hundredth (800th), and one thousandth (I000th) dwelling unit within the Project.
The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as
noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market
Rate and Affordable Housing Units.
5. Cost Index.
Page 6 of 11
Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be
determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or
ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for
dedication, or iii) a VDOT official otherwise confirms that they are substantially complete.
D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner
shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title
to a parcel of land for a public road connection, including right-of-way and granting of easements,
from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit
D, Rio Mills Roadway Connection ("Rio Mills Road Connection").
Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to
December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by
December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner
shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans
approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway
Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by
the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road
Connection shall be determined to be substantially completed by: i) the Albemarle County
Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio
Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are
substantially complete.
The Credit for In -Kind Contributions, as referenced in Proffer 6, shall be increased to
$31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection.
E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a
proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be
designed and constructed in coordination with, and approval by the County Director of Community
Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including
a rest bench, pedestrian access, and signage equal to or better than the current transit stops for
Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently
with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above
referenced features shall be dedicated to public use, or the Owner shall grant an easement as
necessary to allow for the public access and usage of such facilities.
F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property
having commenced by CAT, a regional transit authority, or other provider of transit service selected
by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be
used for operating expenses relating to transit service to the Property; and Owner shall contribute
Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9)
additional years, such that the cash contributed to the County pursuant to this Proffer 1G, shall not
exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2)
through ten (10) shall be paid by the anniversary date of the first contribution and each such
contribution shall be conditioned upon transit service being provided to the Property during the
twelve (12) month period prior to such contribution.
G. Construction Traffic Management. The Owner shall establish Construction Entrances to the
Property in locations as approved by the County and VDOT as part of the Erosion and Sediment
Control Plan and Site Plan process. During the period in which all roads will be constructed within
the Property (and until completion), construction traffic shall be required to use the Construction
Page 3 of 11
Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash
contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash
Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding
calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("MSI").
The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the
preceding year by a fraction, the numerator of which shall be the MSI as of December I in the preceding
calendar year, the denominator of which shall be the MSi as of December 1 in the year preceding the
calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual
adjustment shall be $7,333.18 x 2017 MSI/2016 MST. Each annual adjustment shall be based on the amount
of the proffered Cash Contribution due for the immediately preceding year based on the formula contained
in this Proffer 5 (the amount derived from such formula shall be referred to hereinafter as the "Cash
Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner
be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family
detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57
per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100
Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three
Hundred Seventy Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum
Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash
Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the
amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash
contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly
adjusted each year.
6. Credit For in -Kind Contributions.
Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash
Contributions shall not commence until the number of units to which such Cash Contributions apply 1 have
been completed that results in what would otherwise have been a total Cash Contribution equal to the total
P 4
value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High
School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection improvements, v)
Ashwood Boulevard Connection and vi the Trail Network,( Y collective) referred to as the "In -kind
Contribution'). The In -Kind Contribution amount shall be 28 336 662.00. The In -kind Contribution
reflects the value of the improvements that the Owner has committed to make in these proffers that are for
the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash
Contributions until the time of the issuance of the building permit for a new unit completed after applying
a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the
In -kind Contribution being exhausted, any remaining balance of the In -kind Contribution may not be
applied for any other project or development.
7. Elementary School Site.
Within one year after written request by the County, but in no event earlier than one year after the date of
a
issuance of the first 1 CO issued for a dwelling within the Project, the Owner shall dedicate to the Count
( ) B J Y,
by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public
elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary
School Site" (the " Elementary School Site"). The Elementary School site shall not be less than seven (7)
acres, and shall abut a publicly -dedicated right of way. The Elementary School Site shall be a graded and
compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel
to accommodate an elementary school according to standards of the County School Division's Building
Page 7 of 11
Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall
prohibit such construction traffic from entering the Project via Ashwood Boulevard and
Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner
shall no longer have the authority or responsibility to regulate traffic thereon.
H. Road Improvements, Generally, The road improvements listed in paragraph 1C (the "Road
improvements")_above shall he constructed in accordance with road plans submitted by the Owner
and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall
be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's
Geometric Design.
i. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County
and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal
at the Polo Grounds Road and Norfolk Southern Railroad Overpass. if, within ten (10) years after
the date of issuance of the first (l st) CO for a single-family dwelling within the Project, the County
has not so requested, (or VDOT has not approved the traffic signal within that time period) the
Owner shall be relieved of any obligation to install a traffic signal.
2. Trails, Parks and Civic Spaces. The Owner shall provide the following improvements within the
property:
A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's
design standards for a Class B- type 1 primitive nature trail, shall be established within the
Greenway as described within the Code of Development. The general location of the Trail Network
is shown on the Application Plan; however exact trail locations shall be determined by the Owner
based on site conditions and in coordination with the County. Installation of the Trail Network
shall commence concurrently with the site work for the first Block developed within the Project
and the entire trail network shall be substantially completed prior to issuance of the five hundredth
(500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home,
rest home or convalescent facility) within the Project. The Trail Network shall be determined to
be substantially completed by the Albemarle County Engineer, or its designee.
Upon written request by the County, but not prior to the issuance of the five hundredth (500th)
Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for
public use over the Greenway area, as shown on the Application Plan. Prior to the County's request
to dedicate such easement, the Owner may dedicate portions of the Greenway by easement
concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided
however, that Owner may reserve in such easements, rights of access for grading, utilities and
maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear
a notation that the Greenway area is dedicated for public use. If, at the time the County requests
dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision
plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded
with one or more deeds of easement dedication.
Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the
Owner shall install signage along the Trail Network within the Dam Break Inundation Zone
designating evacuation routes. Signage shall be installed as the Trail Network is established.
B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project
for Parks and Civic Spaces as described in the Code of Development and generally shown on the
Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance
Page 4 of 11
Services Department. At the option of the County, and in lieu of the construction of a school, a public park
may be established by the County on the Elementary School Site.
8. Public High School or Institutional Use Site.
Within one year after written request by the County, the Owner shall dedicate to the County, by General
Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or
such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly -
dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School
Site" (the "High School Site"). The High School Site shall be conveyed as -is, without any improvements
or warranty as to suitability.
9. Historic Resources.
A. National Register of Historic Places Eligibility. ility. The existing Brookhill dwelling is eligible for the
National Register of Historic Places. Owner shall address any adverse impact to this designation
as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA),
which is administered by the Virginia Department of Historic Resources (DHR).
B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on
the site plan or subdivision plat for the area to be developed which contains such cemetery or
cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County
Director of Community Development, or its designee at the plan or plat review.
C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its
licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in
the Phase i Historic Resources Study for the Project.
This Proffer Statement may be executed in any number of counterparts, each of which shall be an original
and all of which together shall constitute but one and the same instrument.
[Signature Pages to Follow]
Page 8 of 11
SCOTT/R. CULLINSZ
Lic. No. 035791,E
P 1/6/21 c`j
z
O �
En a
U m
Z w
0 (n
0 Z
O Q
in F-
> z
w
\H
ui
IJ.
N N N N
CD CD CD r1i
Q N N W M CD
N
N N
4 za� iz o
O
ti
M
cyi
z
O') Q
N
M J
N Q
CD
W M o
N
N
Q
W T�
J T�
J
U)
LU
O
01-1
Q \
U
i U)
Y
LJJ U
o
D J
Ul -
W
LLI J
w
J
U) 2
J w
a_- o
J <o�//
( LL_
OO co
O
N
U
w
I
O
rr
rL
LU
LL.
LL.
O
1Y
d
R
rr
JOB NO.
182150
SCALE
N/A
SHEET NO.
1A
IN
9
• � enr �rtrly. ^• •+ e��
IMPROVER
PHASE 11 ROADWAY IMPROVEMENTS
� v
I
\J
Aa
I
i
F
U PHASE I ROADWAY IMPROVEMENTS
a
PHASE IV INTERSECTION
IMPROVEMENTS r
e
i4v !l E
I
if IIXarRWIDS Waa -.
,rls
PHASE I INTERSECTION PHASEIVR ADWAY
MPROVEMENTS IMPROVEMENTS
�V► GUR BROOKHILL TRAP
I ev *ao+d qsy t \
I r 4 ` ; i 1y000
q ���
r• SLou ' PROPOSEDPEDESTR>�
E1a5TINGTREFMEA
PR0PO5E DwoTaR00yy1\\1EE\B\\\� r O— _ ONCRI31TFco crwNm _ \l
"� \ /'_ AFROA<aENTS-SW1.(Pf10 i a'
ne
O i \
pROPmanCON
r \
{`,,�a I i AL GCON<N�C �M� Fi S.,
0 '
r
0
PROPCGEDVI�a1I_ !
PATNWAYCONNE
q} �
r 'I A. , r'
~ I �
FIGURE C.'ASHWOOD BOULEVARD CONNECTION EXHIBIT
4 v•
CONSTRUCTO)NEWWESTBOUND
LEFT -TURN LANE ON POLO
GROUNDS ROAD WITH 375- OF
STORAGE
,..
• WEND WESTBOUND RIGHT. TURN
LANE ON POLO GROUNDS ROAD
FROM So' OF STORAGE TO aW OF
STORAGE
. CONVERT RIO NULLS ROAD TO
RIGHT IN I RIGHT -GUT OPERATION.
INTERSECTION2
• CONSTRUCTASOUTHBOUND
ROADWAY, PROVIDING (s)
LEFT -TURN AND (a) RIGHT -TURN U N
LANE
• CONSTRUCTANEONPOuaD
NAY
LANE ON POW
UEFT-GROUNDS
TS -
ROAD WITH aSO FEET OF
sroRAGE
STORAGE
INTERSECTION 3
• CONSTRUCTA ROHT4N /RIGHT-M
ROADWAY ENTRANCE TO ROUTE a5
• CONSTRUCT A NORTHBOUND RO
TURN EON US 29 WITH 2oC OFF
STORAGE.
PHASE II INTERSECTION
.t+
IMPROVEMENTS _
i
INTERSECTION A
n
OTNORTHBOUND
ROADWAY TO PROVIDE (1)LEFTL
4�
TURN UNE R
61i) RIGHT -TURN LANE
�>
a
PAINTED TO
RESTRPROVIDE
>�
•
ND LEFT
OE WESTBOUNDLEFVTURN
••
LANE
LANE ON A BOULEVARD
o'
WTTd- OfSTORAGE.
v
RESIT IPEOFSTORAGE
RESTRIPEEASTBOONDASHWCOD
BOULEVMDAPPROTO PROM(v)
«
RIGHT -TURN LANE
PHASE IV INTERSECTION
IMPROVEMENT
INTERSECTION
CONSTRUCTSOUTHBOUND
-
ROADWAY TOPROVIDE o) UeT-
IANE ANO IvRIGT-TUN
LANE
EASTGROUNDEFT-
TURN LANE ON
TURN WANE ON POLO GROUNDS
ROAOWAV Wlill aaC OF STORAGE
PHASING PLAN
SALAMANDER TUNNEL
aTION AS
ONLY. THI
WITNESS the following signature:
OWNERS of Tax Map Parcel 046DO-DO-00-0I8AO:
By: e /J-1 X -
��CCCHARLIES R. HAUGH
By: Qs G� r
IZABEH ANN OG�L BY H G
Date: Zy-" -T ZZa / 9
e
OWNERS of TTaaxx Map Parcel 046000/-00-00-01800:
By. ! - ' "1� �/ �/ L�
CHARLES R. HAUGH,'l7 USTT�
BY: < //
DOUGLAS(B.. OG BY, TRUST13B
Date: J — & — / 9
OWNER of Tax Map Parcel 04600-00-00-019B4, 04600-00-00-019B3,
04600-00-00-019A1, 04600-00-00-019A2:
CROCKETTT CORPORATION, a Virginia corporation
By:LV, y�n..eIC.J �✓..,i..���a��
Ann O. Haugh, Its President — J
Data:
Page 9 of 10
PROPOSED SALAMANDER
CROSSING(3 TOTAL)
\
YINVEUW RETAINNG
FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT
r
OWNER of Tax Map Parcel 04600-00-00-018110:
HORNE LAND CORPORATION, a Virginia corporation®�
By: � In :iaLan(�_ ��•2A.GP�rC..
Ann
]0..Huugh, its President
Date: i1,EF's.Y ?a. -;ko1 C%
OWNER of Tax Map Parcel 04600-00-00-018100:
CRAFTON CORPORATION, a Virginia corporation
By: l.4/W C. X�n
Ann O. Haugh, Its President—�
Date: t!lzt 8' -�ZO ( 9
—ram
Page 10 of I I
ORDINANCE NO. 19-A(9)
ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT
AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007
FOR TAX PARCELS O4600-00-00-018A0 04600-00-00-01800 04600-00-00-019A1
04600-00-00-019A2, 04600-00-00-019B1, 04600-00-00-019113, AND 04600-00-00-019114
WHEREAS, the application to amend fire proffers that were approved with ZMA 2015-00007 for Tax
Parcels 04600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A 1, 04600-00-00-019A2, 04600-00-00.019B I,
04600-00-00-019B3, and 04600-00-00-019B4 (collectively, the "Propert)") is identified as ZMA 2018-00011,
Brookhill Proffer Amendment ("ZMA 2018-11 "); and
WHEREAS ZMA 2018-1 I ro oses to amend Proffer Numbers I D I H 6 and 8 of the Proffers that were
, P P
approved in conjunction with ZMA 2015-07 due to V DOT's planned construction of the Rio Mills Road connector
road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road
Connection only if VDOT does not do so, to reduce the value of the credit for in -kind contributions that are available
to the developer, and to reduce the acreage of (lie high school or institutional use site that the developer is required to
dedicate in fee simple to the County from 60 acres to 50 acres; and
WHEREAS, on November 14, 2018, the Albemarle County Board of Supervisors waived the Planning
Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County
Code § 18-33.15.A(I)(a); and
WHEREAS staff recommends approval of ZMA 2018-1 I.
BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon
consideration of the staff report prepared for ZMA 2018-11 and its attachments including the proposed amended
Po P P 8 P W
proffers, the information presented at the public hearing, the material and relevant factors in Virginia Code § 15.2-
2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board
hereby approves ZMA 2018-11 with the proffers dated April 18, 2019.
«««
1, Claudette K. Borgemen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance
duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at
a meeting held on July 17, 2019.
Cps, liar,, . —
Clerk, Board of County Sup isms a
Aye Ivy
Mr. Dill Y
_
Mr. Gallaway
Y
Ms. Mallek
Y
Ms. McKml
Y _
Ms. Palmer
Y
Mr. Randolph Y
OWNER of Tax Map Parcel 04600-00-00.019B1:
BROOKHII.L APARTMENTS, LLC, a Virginia limited liability company
By: CDG Holdings, LLC, Managing Member
By: Haystack Corporation, Manager
By
Andregn),FlWcGinty, Its President
Date: S L3/2a f! j
BROOKHH.L INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser)
By: River Bend qmti
Manaer
By:
Alan R By or, is President
Date: OAK !q III lot
Page 11 of 11
RESOLUTION OF SUPPORT
FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT
WHEREAS Albemarle County included a connection from Rio Mills Road to the new
Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; and
P Y P
WHEREAS, Albemarle County approved the accumulation of Telefee funds in the
Secondary Six Year Plan to be designated to the construction of this Connector road; and
WHEREAS the Commonwealth Transportation Board approved the remaind
er of funding
necessary to complete the connector road to be awarded to Albemarle County through the Smart
Scale program based on Albemarle County's 2016 Grant application; and
WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle
County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed
alignment of the connector road; and
WHEREAS, the Virginia Department of Transportation received public comments on the
preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018;
and
WHEREAS, the public comments received by the Virginia Department of Transportation
supported the proposed alignment of the new connector road.
NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors
hereby fully endorses and supports the proposed alignment as presented by the Virginia
Department of Transportation for the Rio Mills to Berkmar Drive Connector; and
BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests
the Commonwealth Transportation Board to approve the proposed alignment for design and
construction.
I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct
copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of
six to zero, as recorded below, at a meeting held on July 17, 2019.
/
Clerk, Board of Count ervisors
Aye Nay
Mr Dill
Y
Mr. Gallaway
_
Y
Ms. Mallek
Y
Ms. McKee)
Y
Ms. Palmer
Y
Mr. Randolph
Y
SCOTT/R. CULLINSZ
H
Lic. No. 035791,E
P 1/6/21 c`j
Vl
Zun=1
Z
0
�
0
O
!
� 1
J
Q i
O
F_
Z
W
t
H,
`
I/
t
t
W
N N N N
CD CD CD r1i
F N N N N CD
N
N N
7 imp n � •--I
M
N
w
in
LIJ
ZW
U)
01-1
JQ
0
0�
N
U
z
J
0.
0
O
06
O U)
LU
LL.
LL.
d
U
O
W
BJRj�
B`v1'
i
O
O
co
J
ti
u ~
LL
0 W
d (n
30B NO.
182150
SCALE
N/A
SHEET NO.
1B
,TH OFII
No-r ro r3G
C-00snv-C�
SCOTT
R.
LLINS'Z,
/OODB U( •x Q� .
,
PROPOSED AS HWOOD BOULEVARD CONNECTION l
^yi
}' Py c
Z
Z
o✓�oA
1/6/21�
PROPOSED TRAILHEAD ACCESS ARIA T
' •WRb
_
TH OR
UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT J(--- -- - 1 ' t
N
rn
W
�sSIONAL
E�Gl
/PROVIDE PARKING, AN INFORMATION KIOSK
to
OR MORE INFORMATION REQUIRED BUFFER
P n'
W
m w
/ AND A PEDESTRIAN ROAD CROSSING TO
ACCESS THE MULTI -USE TRAILWA
/
�N
��_� 1 �� ca��
-�
O 90 FOOD
a
w
i
Ix n
_
"\ Q
—�
W W o
.4
J �
FOREST LAKES
\
L
I
�Q
�� NEIGHBORHOOD
��
ROUTE :. \-:%'
I o T
Q� P I
SITE ��
W U
Ln
U
u
a g
MPROVEMENT 4 B5,1 f
E'Swo
O
sP
\
SWM FACILITY #3 COUNTY
#
OF 1 30' MIN. NATURALBUFF R
EMARLE c� u -
ROPOSED PRIMITIVE TRAIL WI
c \
, l
R70 yj \\\
�Oq� CS \\
'n
Y I °
�
�
/
Z
CONNECTION TO FOREST LAKES
- - . �
Pot
ui
W F
F
O
¢
m
�
0
O
— —
— — — — ._._ ..-..>+r�-•.��er-. -- ^-- — —.. k
O G ..
RO
J
�
Z
0
w
V
PROPOSED III`
0�/ O II \\
' ALBEMARLE COUNTY
O
P Z
f
j
PRIMITIVE BLOCK13 )
iO�
o
m
TRAILWAY ) III
(REP)RVEDSTEEPSLOPE
o
,.,
�%
M,.,�
Z
o
o
a
o
0
( Ijll
I
TRAILS (TYP.)
- �
OjRT
O�('
VICINITY MAP: SCALE: 1" = 2000,
G<
Z
oDEVELOPMENT
J
Q
aW
W
Q
GENERAL NOTES
.
AREA(TYP)
I
BLOCK 15
Ir
Z
_
�l� v�I'\ _ - —
� `
TMP 04600-o-oo-oi8o-o0-o-ox8Ao
HAUGH, CHARLES R. & HAUGH, CHARLES R. &
E.J. OGLESBY JR, TRUSTEES N OGLESBY H.
V /
IZ_n
>
m
w
>
w
m
wOWNERS:
m
0
,t .�'
PO C,�
RO __ ! r f \
aELIZABETH
PARKST
435 575
w
d
w
w
0-
w
c-
T.M. 46 - 188
..NN r _
- _ '
CHARLOTTESVILLE, VA xag0a CHARLOTTESVILLE, VA ax9oa
Z
0
0
0
HORNE LAND CORPORATION
`. (-O / ._
- - _ n \
TMP 04600-00-oo-oxgoo
CROCKETT CORPORATION
W
1:�
w
ul
w
w
(n
w
w
In
w
y;
(TYP.)
C O HAUGH & HELVIN
=
o
c�
\ .• 't /
BLOCK 12 •
/
\�O
- PROPOSED CIVIC SPACE - \ -ej Q \� _ Q
\
43S PARK ST
CHARLOTTESVILLE, VA 22901
Z
z
In
BLOCK 10 ; +
EASTERN POCKET PARK �O ` rI
DEVELOPER: RIVERBEND DEVELOPMENT,
0
O
0
''-- • :i BLOCKI4
-
EXISTING i
�-
(LOCATION TO BE DETERMINED O O \ LJ
WITH FINAL DEVELOPMENT PLAN) --
R�
455 SECOND STREET SE, SUITE 400
CHARLOTTESVILLE, VA aago3
W
Z
_
ioo-YEAR
y[� 1
\✓4
?A. E
FEMA FLOODPLAIN (TYP.) F' - +
PROPOSED VEHICULAR I� ,� .3
I I
ENGINEER: R ENGINEER NG
SUITE K
(n
J
¢
W
z
W
z
Z
Z
g
BLOCK g
\ `
% PROPO EDPRIMITIVE
�! \' °,
INTERCONNECTION ACCESS
TO THE MONTGOMERY
2ooG
xooGARRETTST,
CHARLOTTESVILLE, VA as oa
g
Z
z
O
z
.5
O
0
a
0
0
0
o
o
N
\
ROUTE 29 +`
�...,:, TRAILWAY
�_ . \ � � :
0' MIN. NATURAL BUFFER
RIDGE NEIGHBORHOOD _. o
TAX MAP &ZONING: oy600-o0-oo-oa800 oy600-o0-oo-oaBAo oy600-o0-oo-oagoo
O
IN
m
w
w
f
a
m
w
F-
o
`;
0
`;
o
`;
N
o
N
`IMPROVEMENT ,I
PATHWAY_
-' \ , " OPEN ,!�
° � •!
i
OA -
D.B. 732, PG. 690 D.B. 1333. PG.4So D.B. 73x, PG. Ego
N
�
U
E
2
O
O
�
0
ti
v
N
N
M
�
ROPOSED CIVIC SPACE SPACE -
_ _
o' f `
ALBEMARLE
- L
R i RESIDENTIAL R-i RESIDENTIAL ZONE. R-i RESIDENTIAL
LLI
o
U
U
ROUTEag A;I
' _�
- ��
(
BLOCK i1 GREENWAY , TYP.) !
• �;
(TYP.) ,.. „°�.• '
°^
MANAGED STEEP PE
PSLO y
(TYP-) RV
TOTAL PROJECT AREA: oy600-o0-oo-oi800 - 4a.55 AC.
o4600-00-0o-oi8Ao - 27.29 AC.
z
ii
=
w
a
z
g
p
U
IMPROVEMENT ' l�
A
\ '''° s!'
1. \ ••, GREENWAY % . -
-` O O� '�
BLOCK V
o4600-00-oo-oa oo - ao .66AC.
g 7
d
z
SWM FACILITY#a I' ji
GREENWAY"'
(TYP.) -_
- '�°' (TYP.) ems` J�•
f
UPLAND \ °--`•'.% 1 `°° ,''
18 �pG�"g
`4.� '\1, ��
NG/�?
x77.5oAC.TOTAL
G
N
O
w
O
U
a
PROPOSED 50' BUFFER I'
AROUNDVDOTSTORMWATER-
#
- _
PARK \ •' '_.
•' .'
:5 ''\ / °•,` .\ rEXISTINGARCHAICWOODLAND
-
n Y�' v'
MY
DEVELOPMENT
PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT
TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN
w
Z
MANAGEMENT POND 1
�'
\.l
rq; ••° �. \ Y,� " . AMPSITE AREA TO BE PRESERVED
�\
AREA (fYP.) `�'j \
SURVEYING AND BELL LAND SURVEYS, JANUARY 21315.
d
J i I
/+
`j';
I ° `�. � _.,-
BLOCK I6
BOUNDARY INFORMATION WAS COMPILED BY LINCOLN
SURVEYING ON MARCH xoa5.
0
�
,�
l
••° o.•�•'-- •••°• s \
I _ •
�
7,
CY)
M
z
J .•,
Z
O
_ _
'�' �� ��{"� ``�, L EXISTING ioo-YEAR
-REAM \�\�
_
DATUM: NAVD xg88
cr
BUFFER (TYP•f °,o. �'�'`•�- FLOODPLAIN (TYP.) //
UTILITIES: COUNTY WATER ANO SEWER
CV
� �
PROPOSED RIGHT IN OU a'm
o:
BLOCK O
_'
i � _ - � % \ ��
a': ••,° •,
� �
- '
FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003Co28oD
DATED FEBRUARY IN ADDITION A DAM BREACH INUNDATION ZONE EXISTS ON THE
wCL
�n
uA
,0
+o
�o
-RIGHT n Q
Z
BLOCK �`'.;' ••
4
200 .
¢
Nei
�-+�r
-
INTERSECTION IMPROVEMENTS. w
F- Q
SEE BROOK HILL TIA REPORT O)
�'.1�
/
Y \ .,'
J TRAFFIC CIRCLE/ROUNDABOUT MAY ALBEMARLE COUNTY qY
�„ _
--r
j
PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH 15 A FEDERAL DAM LOCATED UPSTREAM OF
THE PROPERTY.
."'.
0
0
0
0
0
I
FOR FURTHER DETAILS 0 v
AIN STREET
_
BE CONSTRUCTED AT THE STEEP SLOPE { -
MONTGOMERY RIDGE i
3
-PRESERVED BLOCK S .. • _
I
; .
NOTES
CV
vi
OULEVARDENTRANCE
w
3�
INTERSECTION OF MAIN STREET AND (TYP.)
I THE NORTH/SOUTH CONNECTOR ROAD BLOCK / / / 1
O
", NEIGHBORHOOD
'-- -,
z. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET
CROSS SECTIONS FOR THE OOKHILL DEVELOPMENT.
O
N
O
Z
OPEN_
�
B
a. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND 7RAVELWAYS SHALL BE
�
(V
Q
l _ / SPACE I OPEN
�`�
DETERMINED WITH THE SITE PLAN PROCESS.
�
(V
J
(TYP)
1 r L i SPACE
__ ,
3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH
��LL
(TYP)
��
`
ALBEMARLE COUNTY REQUIREMENTS- ALL TREES SHALL BE MAINTAINED BY THE HOA.
4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE
�I
w
\
BLOCKi I EXISTING aoo-YEAR '�� PROPOSED
I I
/, \�'
OR FOREST LAKES.
L1
/
w
'•
_ °
I FLOODPLAIN (TYP.) „ RIMITIVE
�O
_ h \ Syy
S. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE
EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN
U,CRAFTON
T�
LU
T.M. 46 - 28D
I TRAILWAY
°•
2� O� _
J
CORPORATION
I `:> )-
BLOCK
O C+ SOP I'
O 2
THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS
TO THE FLOODPLAIN.
7
Z
J
T�
Q
-
_
�
z DEVELOPMENTAREA
I �•' - - o BOUNDARY (TYP.)
•e•
1
(��
(• q\V 3
6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN
ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND
LL'
\
/
/��//�
-
- -
I ROPOSED NEIGHBORHOOD ENTER
(LOCATION TO BE DETERMINED ••
°.
IMI S OF PROPO DR -
SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE
U)
W
J
_r
1
i — _ e BLOCK 1]
WITH FINAL DEVELOPMENT PLAN.) a
— — — _ _ — —
u �i— - 1 —, v °°
r
2
- nr - -
ti
PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN.
7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY
DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP
Q
ti
W
.
O
J
Q
C�
PROPOSED BUFFER ALONG RT.
�,�`'� `l • ;`•
�rfA z (
- �� - -
9 ���(((
INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT
SAFETYACTION PLAN
Z
Z Ce
f—
O
W
ioo' ag
7o' NATURAL LANDSCAPE BUFFER
&3o'LANDSCAPEBUFFER
/
BLOCK 4
I
f"+ : ,`,
j t ACRE HISTORIC • •0
�++�•✓' BROOKHILLPARCEL BLOCKS mot_ BLOCKS .
1 - _
�.-�
8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN
ON THE APPLICATION PLAN. SEETHE CODE OF DEVELOPMENT FORADESCRIPTIONOFTHE
��
5
(/)
'-�
J
�'
O
I
I ----� ALBEMARLE COUNTY •-
-`
AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA.
L
�J
APPROXIMATE LOCATION O
1 ,� 1 ANAGED STEEP SLOPE I
g. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO
<
J
=
T
V ,
v
J
J
NOTE: A PROPOSED MULTI -USE PATH
IS PROPOSED BY VDOT ALONG THE
ROUTE ag FRONTAGE OF THIS
HISTORIC MARKER FOR THE
BROO_KHILL PROPE
i r-yp j GREENWAY
- / • (TYP.)
- )
r,.
_
1
f/j-- -, �r •
ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER
MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE
DEVELOPMENT.
Q
Z <
U
I --I
PROPERTY. PATHWAY TO BE ,
_ - - - - I _
7
i ROPOSED ao' BUFFER----�'� �,1
_ _
�• / ` �1
J `--1
10. CONNECTION POINT"N THE APPLICATION PLAN SHALL BE A FULL VEHICULAR
INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTC5HALL ONLY BE A
O LU
i-
YY��G
LOCATED WITHIN THE VDOT R/W.
`•�'�3. - /� A \
a; •� k. I
f�
PEDESTRIAN)BICYLE ACCESS CONNECTION.
(n
Y
O
LOCATION OF EXISTING 'A,
BLOCK 1 UNN CEMETERY TO °s
• - i
\
aa. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND
DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE.
0
w
O
O I
9 REMAIN LOCK LINE (TYP.) %-s
" I NOTE: ALL STORMWATER MANAGEMENT FACILITIES
`°°, Q
~
O
i .�
1 MEASURES SHALL BE
LEGEND
z
(
BLOCK 6 ALBEMARLE COUNTY, ` ' ` °`f°o'••
AND EROSION CONTROL
LOCATED OUTSIDE OF THE PRESERVED SLOPES.
• J
GREENWAY PRESERVED SLOPES
1L Q
(n
I
BLOCK 8
PRESERVED STEEP SLOPE
:• ROPERTY BOUNDARY (TVP.)
Z
1L Z
Ly
NOTE: AREA WITHIN THE xoo'BUFFERI
AND OUTSIDE THE EXISTING TREE
0
• ` J \
,� (TYP.)
�� BLOCK7 t> \,•
1
-_
-,_
•• °'• —"
VEGETATIVE BUFFER MANAGED SLOPES
® 0
O
z
Q Q
LIJ
\\/.`�/ L
I
® OPEN SPACE
N
>
LLI
LIMITS SHALL BE REPLANTED IN
ACCORDANCE WITH THE PLACES29
FORESTED BUFFER REQUIREMENTS
„ -
.- H
'., -
% DEVELOPMENT ✓',.,///'�L�EXISTINGioo-YEAR �` , `,.�
--� FLOODPLAIN (TYP.) •.e � ` _.
NG BROOKE! LL ' AREA (TYP.) ,+ `-
LIM S OF igTH CENTURY *"'
SE TO REMAIN \.:. a
�•- •••••••,•.••••••
-
o WITH HOA APPROVAL, A 1o' MULTI USE PATH
SHALL BE EXTENDED TO THE ENTRANCE OF
- --
GREENWAY IMPACTS &PRESERVED SLOPE IMPACTS
®
WETLANDS
1 �A
J
�J
r
J
14
T
d
Q
t )
j
. COMPONENTS OF BROOKHILL -
7;' R.
MONTGOMERY RIDGE. THE HOA WILL NEED
Q TO APPROVE THE TRAIL AND EXECUTE ALL
2
y
"o °o
e�
i
BLOCK 8 t DEVELOPMENT AREA
_/k ' 4 •
` BOUNDARY(TYP.)
EASEMENT DOCUMENTS ALLOWING THE -
CONSTRUCTION OF THE MULTI PATH
PARCEL WITHIN & THE iILL ENCOMPASSING THE NTSOKHILL
HISTORIC HOUSE&THEa TH CENTURY COMPONENTS OF
g
Y
W
EXISTINGaoo-YEAR ,
FEMA FLOODPLAIN
K - ° !�
4 •�E \
I
-USE
HOA PROPERTY.
BROOKHILL
O
O
(TYP.) -'•`,.
'
°
�
` OPEN ROPOSED ao'PAVED
1 ' SPACE MULTI -PURPOSE TRAIL
�ON
1 ,
20, MULTI -USE PATH TO BE CONSTRUCTED ALONG
PRIMITIVE TRAILWAY
�
O
-
.
i (TYP.) ( /
THE NORTH SIDE OF POLO GROUNDS ROAD Com w
'�A2p2AmBnf
PROPOSED TRANSIT STOP - TO BE INCLUDED WITHIN OR
O
Q
4••
-
°ee° i * ' %
/, �••
4 'a
Flle# '���_ QfJf }•
* ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL
•ji;
,�
IMPROVED INTERSECTION
AND STOPLIGHT. °~
ee•,o•
•°•
^yam
•-' -._- ROPOSED
PEDESTRIAN TUNNEL �`--`—_
i FORK Ap ro Supervisors
LOCATION TO BE COORDINATED WITH TRANSIT SERVICE.
°
0000 EXISTING YR FLOODPLAIN
co
O
O
POCOGR PROPOSED IMPROVEMENT TO
V•M Y4s%
SUPN04 wt �f
ioo
N
SEEBROOKHILLTIAREPORT
\.,
GROUND POLO GROUNDS ROAD FOR
STATE
R�
FOR FURTHER DETAILS
-
•` '
R, R
643(D, O'4O(So TURNLANES- SEETHEPOLO
B' )
...... STREAMS
JUNE
15, 2015
48a, P z6 GROUNDS ROADWAY
3)
1 ann2f
* LOCATION OF HISTORIC RESOURCE TO BE PRESERVED
w
- ,% +
°O•• -. `,
IMPROVEMENT PLAN
APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 3o' BUFFER ALONG
GRAPHIC SCALE
O PROPOSED LOCATION OF CIVIC SPACE
GALE
'• r,
FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GRO NDS ROAD
ao' MULTI -USE PATH
W
DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS.
SEE PROFFERS FOR FURTHER DETAILS
xao o zoo foo eoo
PROPOSED LOCATION Of HISTORIC MARKER
®
11
—
i
0
a
w
_
u)
JOB NO.
182150
�
PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. T.M. -
CROCKETCORPORORATION ( rx FEET )
O
SHEET 1 OF 1
SEE POLO GROUNDS
ROADWAY IMPROVEMENT PLAN &TRAFFIC TIA.
/'�
I inch = 200 ft.
PROPOSED ELEMENTARY SCHOOL SITE
SCALE
N. T.
S.
SHEET NO.
2
c
Ol N
� N
laaa
N H m
N Ma
mm�
Epp yyt
it II
0
ILL]
J
N
II �
>
LL
o
/ / i HjRNR/ AY \ \ 1'J / �Fp2 /" \ \ \ �,- Fed
�\ �gRO ---- / /NH
-- , ;l j \ _ \ �;/ \`, J 9AO / ----- -- ij - -- SCOTT R LIN`
w
\
I b u
1 1 1 L- -�---'------� J I= -- 'LL�I------JJ \ I C
BLOCK 13 / I BLOCK -1 I \�
,�I � I
15 ' \\ I , �A�YAN CO�UR�I
r
C) Lic. No. 035791
I \ I I 1.10% 1/6/21
_1 I s1
ec \ c
a /\
I
o I / ,� \_ Z
Lu f w
i u ca
2:
w Z:)
Kp 000
- ` ♦ / \
CI
0#0 --- -
SDP202DDDoo8 ,� \-'�� \I\ II �� //♦�♦�I �� O QAA'VAxx / /���W l
1 INITIAL SITE PLAN I __ / /
APPROVED - 03/06/2020 \ ♦ / 11 �� \
1 SDP202o00082 \ /♦ / • ) �`/ `I�//-/ /
FINSITE �AN . �/ ♦_-
��� y h -, <Y BLOCK12
♦� BLOCK 18
L� y♦y BLOCK 14 _ A
r +
LOCK
/-
e p
e
BLOCK 11 b ^� ♦ \ /
\ e '
` /� \
° ° ° BLOCK 16
Gift
\ X.0
000000
SCSPzoil�00050 ' � � �� .000
°�� : , \ \ Till�
FINAL SITE PLAN I
APPROVED- - -% `��vso
12/1 /2o18 \ BLOCK4C
o '.�� °°o
1° _ _ / b
ROAD PLAN
SUB2017-00117 , BLOCK 3
BLOCKI I ���ftft 000� I / a
f \ \ \ \ \ I I
r o ;
BLOCK 2 jsw
000
\
I SDP201900078 ::��.._:. o 1 . \\ BLOCK 1]
INITIAL SITE PLAN 1 `°b\ 1
APPROVED - oz/z1/2020
BLO K A I I SDP202000035 ROAD PLAN BL o
FINAL SITE PLAN S11-1132oi8-oo115 // o I I ( �- OO
�
5� 2ol8000 50 I �0
201 00021 b
FINAL SITE PLAN I INITIAL LSI SITE PLAN °°
APPROVED I I B K APPROVED - o6/ )8/2o18 8
1z/17/zo18 SDP2o1800049 b ° be o°
' IN 5 E PL °e71
i
000
e
I _
1 , Pa° ' BLOCK AREA SUMMARY
1
1�
r� BLOCK 19 1 X o
1 BLOCK 6
JJJ -0.
°Ob1�
e o
1 I ♦� BLOCK 7 °°lobo
i C
\ C 201 00054
INITIAL SITE PLAN 0.
APPROVED - 09/07/2o18 / \
SDP201900015 �/ 00 � �\
I A, ' b
�i.
/ 000000
SPq�OGR uN
:.... O - . ...
1 ..•,.......... ••..... `: E RT. 643 fD B ROgp (So') ............. �
...................... 481 P, 263)
+bier. r;t;r I PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT
all _
"� - • • � � •' (APPROVED INITIAL SITE PLANS)
• ........
-- PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT
(APPROVED FINAL SITE PLANS)
200
GRAPHIC SCALE
( IN FEET )
1 inch = 200 ft.
Block
Land Use District
Area Per
Bmokh8l
COD (AC)
Proposed
Area (AC)
Development
Area (Roads,
Lots Buildings,
Parking lots) Per
COD (AC)
Proposed
Development
Area (AC)
Greenspace/ Amenities (ac)
Civic /
Parks
Regaired
Civic /
Parks
Pro
Proposed
Greemvay
Required
Greenway
Proposed
Open
Space
Required
Open
Space
Provided
Buffers
Required
Buffers
Provided
Total
Greenspace
Re aired
Total
Greenspace
Proposed
I
Neighborhood Service Center
12
12
0
0
0
0
•
7
Urban Density
5.1
1.2
0
0
0
3.4
3
Urban Density
5.R
5.1
15.8
0
0
0
0
0
3A
Urban Density
3.3
38
Urban Density
1.8
4
Urban Density
24
27.95
19
14.0
0.2
1.38
3.4
1.09
1.9
0.44
1 2.9
2.97
1 8.4
5.88
4A
Urban Density
9.98
1
7.17
0.86
1 0
0
1.43
2.29
4B
Urban Density
11.39
6.83
0.52
1.09
0.44
1.54
3.07
4C
Urban Density
6.58
1
-
2.31
1.46
0.85
5
Neighborhood Density
6.6
5.1
0
5.7
1.5
0
7.2
3
Neighborhood Density
7.2
0
7
0
0
0.2
7.2
7
Neighborhood Density
17.7
11.9
0
2.9
4.7
1.1
8.7
8
Neighborhood Density
25.8
25.91
12.7
12.92
0
0
5.1
4.58
4
4.56
4
3.82
13.1
12.96
8A
Neighborhood Density
8.55
5.52
0
0.54
1.80
1.64
3.98
8B
Neighborhood Density
17.36
1 1
7.4
0
1
4.04
2.76
1
2.18
8.98
a
Neighborhood Density
9.6
5.8
0
0
1.8
2.47
0
0.95
2.8
2.49
4.6
5.91
10
Neighborhood Density
4.6
3.4
0
0
3.6
3.94
1
0.92
0.1
0.3
4.7
5.16
11
Neighborhood Density
5.7
B.2
1.2
1.1
8.2
8.66
1.3
0.54
0
0
10.7
10.3
12
Neighborhood Density
6.7
15.7
0
3.2
1
0
4.2
13
Neighborhood Density
11.7
9.7
0
1.4
1.1
0.9
3.4
14
Neighborhood Density
5.4
4.1
0
4.7
1.3
0
6
15
Neighborhood Density
16.9
1
13.6
0
4.1
2.1
1.2
7.4
16
Neighborhood Density
9.7
1
1 18.4
0
1 1.8
1
1.3
1
1 0
1
3.1
17
Neighborhood Density
15.8
1
11.8
0
3.0
3.8
1
1 02
1
73
18
Neighborhood Density
34.4
27.3
0.7
4.4
3.8
2.6
11.5
19
Brookhi11House Parcel
3.2
3.2
0
0
........_. __.
0
1 0
0
Total
223.9
168.8
10.3
53.6
2R8
1 16.0
108.7
O O O O
N N N rN
N N N CD
N
L
ti
Cn
N
Ir I
N
CD
w C)
N
N
w >
Lu
z J
U)
L9
Lu
U
w '
Lu
D
ul U)
zW
Lu
U)
Lu
LNr�/
J VrQn
O �
lV
u
H
w w
w
a to
JOB NO.
182150
SCALE
1 "=200'
SHEET NO.
3
\\ \ \ / / / / A I�1 I- \
l"'\It I
r� ) �I;' IIII/ ��\ ;�\\ \ \ \ \ \\—..�,.G.G,.� f I \ URT - III
L v� v�� II I' TP\VA A Y�� o o do Co //// / / // / SWOO C ��_ +H �I Iv
\ u I v -- /////�� /1 RAV N I \ v ` II vI
// P�
v \ VAA V (AWN i2\\ \ , ALBEMAT Ll / // / / / 'I / -
VAV VAA I I II`ACitE ��\� \ v�////// /// / " VA /, /I I � v_ v 11I � ��� � �v
I I y vv �/ vvv v v v I � ti�l I _ _- v
\ V A11 jj , 11IZONIN \p \\ vA - - / / // // / / /h� \ I � ( I I - - -, zZ: _
\ V A\IIIII � I III I' II II�'I�I �' � \�% /"\ v ///// , / ! ti I �/ �/ TMP: o 00 00 000To _ _ _ _ 0 SCOTT�R. CDLLINS�
y 1 �B/ G: I 4 I I I - v
\ / / ! \ I � l 1 v � �_- L� Lic. No. 035791,'n
�/ I I VAvAvVAvvv -�/ /////z/J 1 IV l II / I I .� /� +( � -
I' I �I \ V AV�\ - - / / / / J 1 I IIII III A \ �rl IV I OWNER: FOR AKESCOMMUNITY -
/ / JIII I \ 1 \\ / I ASSOCI ON INC I / \ - J - - ` ; \ A 1/6/21 ��
/ \ \ \\ \\ \ - %/ / / / // / / \\ \ I ACREAGE: izAC \ - - - �`\\\ - O
/ / IIIil�
\\ \� / i // I I /-, 4. tv
/ \\\�\ \ \- /i / / / I I 1 IX \ 4 I " ZONING: PUD - - \ , \ \ - \ -�\\\ �Ssr�
\ / / I �J I'
V /ll JIt'1 f'fi1 '' �I� vvv,Avy %/ / / / V I �- � _ �� >> i 0448- v - a - / - - - -- v v,
/ / /1I I /UI IVvv �v / /// IIII (I \_ - - // a-/�� vv \ -- D�/PG: i jg/4�73 V AVA\ �VwVAv ITS= // / �- v� ��vwv
v 3 4�+ �/ \ 1 .I / � - \ � v
�� / _ I I I A __ / A v V A Vv (\ / v- —w— v \vvv v
/ //I 1+ /II j III // A / c � ) ) IIII ^�I - I 1 1 ? )� - v ,v_ �
- —�A � / / I I I I I I I II: _ : A , � — / . / ) II I / ! / / /� I IIII A ------ / � / / --- � -/ - � �- -� / / / I ' - -_ � � v vv - v
---- - -
- - —� �� --� --- '= �- L-�1---- ---- �- �- - vv v \
-- ------ - / l y--t t t r - - v v
vl/ // (��I II II L \III \ V A \ \ f �I I I =� _lam v
��, I III'." = � I v / // // / / / / / // � i rl / nl 1 / �- �ti�� v� �; w
111I'v. v, \V AV vA // / / I \� v / / // / / / l II J n I .� ."�\AV A A v // / h 1 \ V / / //� / / /l/ll/ll I ` vv/ 1 / / / / / / / -\ \// 4 l \\\ \ \ \ / / I \ i , i, i, -- --I �\`\ \' \ \ \ / / \ \ \ \ \ 11 \ \ l 1 \\ sy,� / I: II /, ill I I 1 .�V // � IIIa V �.A� \� V A V / "GENERAL NOTES: hI I v v
—v I vI v v� v // ////// 11 vv v - — v' r v\vvvI o „vvy v I
—— _ I ', I 'a ° � v� - <. \ � ,�- I \ 1. THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID I V � O v I
v / � I I III 447 3� 39 v 1 �� ,V � =s v \ � ��v � /// // IIII 1 V A V \ ) < / v I I )/fVI � \\ \ v I I / --� �e wv �
e / I - `_* v. i - A -- V A A A �,� � // / / , I A \ / 51003CO280D DATED FEBRUARY 4, 2005. IN ADDITION, A DAM / n / I I I A \ \ V / / Q� w- v
�/ � �I III 1 M A A / / - I V A � � / / / Ov -
°� 1 I I \�. A-\ � ti � ,I v v v I I / / // A \ V / BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE / � - V A VA v \ I I �I /I' vvvv F I
// I �I \ 1 \ v -,� � /� II 1 //I II IIII \ \ I I � � vvv �/
- '�� �I 'i" v� v v \ v v /// I A \ SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED / I A \A \A V Av \ I 1 \ \ 1 / �) A �Vv ��Q -
v v v v ` - ' UPSTREAM OF THE PROPERTY. /1 1 I V \ V I / / \ \ vvv
vvv a; " V\ C; �� 's �\v� A/// 111 I I I V AI A �I hI l v �\ l vv v '
I', v vA vvA V� V 1' 'A -�, �" \�;A wv _A v ,, - - / / \ 111 I V A 2. A PROPOSED GREENWAY IS SHOWN ON THE SUBJECT PROPERTY. / I I I 1 - A \\ \ \ V I I II �J V A VA vv v z
f - - _ \ \ 1 1 \ \ \ I \ 1 \\ \ \ \\\ \ _ _ - - // I \ � � I 3. BEFORE BEGINNING SITE WORK THE CONTRACTOR SHALL ) I JII + \ \ \ / I I I I I I I / / \ \ \ �\'�\ ~ \ \ o
r - - \ \ \ \ \ I I \ � . " - / EXISTING SANITARY SEWER AND INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF ' \ / - _\ i_l III \ \ \ \ \ \ / I I � I / / ) \ \ / / 1 J
/ \ \ - _ - \ / I II \ / a
r \I \ EXISTING STREAM \ \ - - - - - - / , I I I 1 \ ?o' SANITARY SEWER EASEMENT \ I + 111jn 11 \ \ \ \\ \ / I I I ( ( l \ / /// ( I / ( / ,w � -
I y / / i I \ \ \ UNDERGROUND UTILITIES MECHANICAL AND ELECTRICAL SYSTEMS �I \ \ ( I I I I I II, I / / ( I / Vl �
I d / // / II Imo•'; — \ \ \ \ r 1 / \\\ \ \ 9J (
- - - \ I I I / / / / // / \ \ 1 \ \ AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE ) I \ II � / 1 ` In CO
`1 \ III / / /// ////�/`�� \ �� 54s°3,, j1 �\ ) \ \ \ I \h ,\ \\ \\ \\\ J III �/ \\ Z w =
— ll a\ 1 I 11 I / / / / / / - \" °863°E - - - -' / , I \ \ _ CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION I I __ \ I I 1II111 (\ \ l \ \ - / / l I I I I I I 0 Ln
° l\ ` \ \"\ \ a j°' - '\ I IIII / \ \\ BLOCK i3 AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY II \ IIIh ` 1 \ \ \ \ \\ \ \ / I b / \` O o
_ - \II m °' \ II I I / \ \ M \ ' :, \ \ \jl�
I SEWER, STORM SEWER, AND WATER -SERVICE PIPING;
_ _ \\ \ \��l I I I I III \ \ \ \ \ / i / \ �...�
\IIIII I I 3 \�;\\I\\ \ I II � V \\ �.\ - 11 1, \ \ \ `_ / / \ {
\ \'� I� / \\\ \\ / /// I I I > � I
o A \ V\ V I - ` -- v A v�\ 'v- �` i-�' �" / k' I VA V V A A A UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE I I I I I I V A \� \ // } l / � w I
\ I r o \ I - � - \ - ��\ �\ \ - �\ \- , �!, • ` �. . -t i k' \, r I 1 \ \ \ `- CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED \ �I I / \\ \ \ \ \\ \ \ \ \ - / / / / / / / \ ` VI
III Av V'A: VAA\— -� >���vv 1 �v ��� v,v vVv� -` VV II vv �// //
>Y"- - •' /^ \ TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES I \ \ U IIII I ( \ \\ \\ \ \ \ \ / / / / H
_ III \ \ \\I\ \ \\\\\-- � �\ \ \ z=_ _ - r_ EXISTING WETLANDS(TY_P.)----- I \\ \ \ \ \ \ 41y ,
\ IIIIII \ \ \I \ \ - + - \ \ \ \, � — ��T _ ., 1 =" : \ SERVING THE PROJECT SITE. \\ \ q \ \ \ \ \ \ f / / / MV
I ``
` \ \ \ - \\\ \ �`�'=�� ^� \'\�-T \ \ \ 4. CONTRACTOR SHALL VERIFY SIZE, TYPE &LOCATION OF EXISTING ``\ Y`� "IIII �\ \\\ \ \ \ \ \ \ \ - /Y� j / ' /
Is
I \ \ IIIII I I I \\i \ i\ \Lu
- \ \ \ \ y 1 ti� \" , \ - \\ \ \ \ l WATER LINES ON THE SITE. \ \ \\ II I T�[1ill �\. \.� Y� o0 o do Co_ / / / / / / - - ,y
IIIII II \ \I \,_- �, - \ \\-, \ �. �1 �� \ I\\\\ \ \ '\ \ \ / ;I \ \\ •I I I� I 1 Q \� / %// // // ` \ li \ -,�-_ \ \ \\ 1"�,-- \� , \ \" •." \, \ \ \ / / / I I \ � 11 \ \ \I LAWN R: C ALBEII /
IIII I I \ \ \ 1 \ o- - - \\ \ \\ \ > �,� \\� \� " . - • ' \\ \ \ \ _ / J \ \ I 1 \ \ I C EAGE: \ / / // // /
\IIIIIIII \ \ I\ \ _� \ \\ \\\ \��\�\�\� � �ti�•� �< � �\ \\\\\\\ _\`\ _ III / \III 11 I IN "\ I'I)�(� -� \\ / //�// �l \\ \\ \ \
IIIII IIIII �\\\� -- - / / �/ I \ \\\ \ \ \ yy _ III \ I_ \ \ _ `� �\ \� ��� sz \\ \ \ \//I /// // 1 \\\\�\\\1�1111 \\ \1 \ ( ONIN1F\\\\� -//// / / /4\\\\ly�
\ �\ �- - / / \ \ II II �� �\ // //// \ /
al IIII Q \I \\ \ \ ► \\\ \ \�\ o,\,- \ \ / / I II / �/ I I \ II I II 1(1 \\\� � \_;-/// /// III I/
/ III II �v \ v --_- -v mowvv v v I / / // 1
r IIIII I II \I \ \\ \\\1 -_-- -- \ \ \ s„ - - - \ / / / iI I / / I I ( 1 III I I j' II 1 1 \\�\ - / / IIIIII \� t J
II \ - \ \ \ \ \ \ \ \`g �� \ \\\� . 1 ,, F � � - \ \ \ \ \ / \ I \ / ! I I J 1 I: I )1� 11 \ \\� \ - / / x
� / 1 I IIIIIII J = II " III I I— 70' UNDISTURBED \� \\ \\I'°\ - \ \ \ \' \ ��' �` �� `'° � I \ \ \ - l / / ) U ( I / I \ \ \ \\ \\ /i / / / // / \
\ _ _ \ \ \� �':. 6 \ - \ �\ - \ I\ \ I1\ \ / / I l \\\\ '\\\\\\\ �„ ,- // /jI Ilj\ �1
TMP: 0 600-00-oo-oi8Bo / II IIIII 0 H I I BUFFER AREA \ \ \ 1 - - - - \\ a' - \\ \ \ - - - - ' / I I / / ^ l \ \ \ \ l I \ \ \� \\\\ \\ \'- - / / / / \ V I I \
OWNER: HORNELANDCORPORATION -/ IIIIIII Z II I' l - I - - - \ \\\ \\� \ \ i "- ----\\ ill � \ \a\�\` \ \ \ \\ \\ -\ \ I / j T / /-/ I I 1 \ \\ \\ 1 1 I / / ///I flll{ 11�1 IIII \ 1\ \� \\\\\\\--' j / / / I I II I ,- \ I \
/ Jlll II - III ] A A VA VA v v- � PROPOSED A \\\ v vvv A - � — 3) 1$ / ( \ 11 \\\V / //I I.I /Ill I Ill V v vvv
\ / \\ \- / / \ I rt�- -
z
w
2
, g
:0,
a :
Ln ;
Q1
I � I
w 1
a
0
I w i
I IV) I
I
ACREAGE: g6.43AC -- IIIIIIII w II I 1 _ \ \ \ \ \ \ \\ \�\- '�� \GREENWAY,TYP. \ \ C\\\, ''.' ' - - , \ \ \\\\\ ---- - / \ \ \\ \� \\\\ / / / 1 h ! (/I IIII I \ P�3 4tn. N N N N
ZONING: RURAL IIIII J II I \ \ r \. \ \ \ \ \ . \� \ - _ - -,� \ / \ \\ \ \a���� \ .\ \ \\ - _ - - - -BUCK iz \ \ `\\ \\�\\ \ \ / IIII ; ...., \ / / / J I w o 0 o not o
DB/PG: 6z4/ .91 \ I, Q IIII II I; IIII 30' LANDSCAPE/REFORESTED \ \ \ \ \ \ ° \ \a\ \ - - \ \ \ \ / / I I III (.: y J ----- - - / _1
/ II I _ I, BUFFER AREA \ 1\ \ \\ \ \\ i\ I \_-_ --- \ I \ \ \ I\ \\\ /// ) \llllllll � - \ \ C o r4 N Nko
III — �\ 1 \ \ 7 \\ \ \\ \ \ t"'E� ♦ -_ — / \ \ 1 \\ // I I II
y \ /�e / 8aa°56'43ad 1 \ \
IIIIII �� � m° \ I \ \ \ ■\ __ -_ \ 11 \\ I \ \ \ 7 o
I a o \I ` � 1 \\ \ \a \� \' - __ l I - \\ \\ / I I II IIIIII \ \ \
IIIII, hj I,II'� , �\ � / \ 1 I 1 % \\\\ \• ��_ --- - \ \ \\ / �/ I 'II I lIl \11, ��� 1 \ \ \
r\ III I w \ I \i / J \ I B�O Kio I \ \\\\ \ �� \- -_\ - ROJECTBOUNDARY(TYPJ \ \ 1 I 1 \\\II ' // I I \ \ \\ \\
//IIII �vII` �I q , \4\ / // � /I J /j /_,� / ( / / / \\\\ \ . :-\:, �\ \----_ \ \\\ I I \1\\I I\ 1 j \ IIII ^.-N84>47,j0,,,�399�IP ��.�_ \\ 3 \\ \ \\ �
G \)I h 11111�1 , x v-i 1__v .,-_' / \ / / / 1 / / / / �( / / I 1 \VA�\ v - _ -A --_ I I �- v A A�\ \� \ / I ��ll III _ �\ A \ v
r I °m "\ I —I-- / / / / ( �'W � / / / / ) V A <. Ai A��. _�—V�v—A —/ I I I , A\ \A ✓ I _ A 1 I\ A A \
II `�" _ �v vvv I �v
/\ III I z v_��i �_ � / // // ,- / / \ sa vy vv-- �V A \ 1\ _ �� _ v I � � A �� v
r I- r--_ / / / z /. _ � / / ir / A \A\\ � �.v / A \ �i 1
(� _� 'r \ _ _ T — — --K,s_ _ — i / / i A
III V II
v/L9
/ /�� �� �� // /'//- / I ) AX \.A" \ s°9s V / EXISTING SANITARY SEWERANDIAAII IIIIII1111 .\V!,l IAI /' / /,
t fi l \I - -� V- ' - - / / / � � - / / / \ \\ \ \ \ ... \ \ a. \ \ zo' SANITARY SEWER EASEMENT \ \ � \ \ \ \ - - -~ -, / // / 0 / / - - / / / �/I / M
_/ �I -----BLOCK9 / / A III \ 1V 0 \ A / //
- - -- / � 0/, - "\\\ w \ \ \ \ 1 IIII IIV
_ — ��: \` `, - j / / /- \_ -/ �/ \ \\\\ _ - \ \ \ IIIIII I .\ 11 ��, z
�____ \ -i ce J _� �\� _ '/// �/� - _ --� % /I --\ \ \ \ \' \ \ , \. -- \\\ \\ \ \\ I I�� IIIIIII I `\Il\' ® V\`' �. \ - - / // �' //`/ C\1
i _ \
_�
r 1, // _/ \ '\ \ \ '\ � " I I I \ \ /
r / / /I \ \\ - / // \ \ \- - / Y� BLOCK �� \ \ \ \ \\ I - 1 \ \ \ - \ \ \\ 1 \ \ \ \ \ - - /
_ I ALBEMARLE COUNTY / / // ` �' " " - �/ 1 1 \\ 1 \ \ - - / � / / / /,� / I NT
MANAGED STEEP SLOPES / r \ 1 / i \ - \ - -"' \ • , 1 \ \ - \ \ ` / /I \ \ \ \ \ \� \ \ \ \ - - - -_ - -T _ _ \ \ \ ,_ \ \ / I l \ \ 1 •. \, \ \ , - / / / /fix
I v I I \ w 3/ \\ \ \ --- /- / I I //�-\\\\- /// �1y // / \\ \ \ - --
/ \ \-- _ / \ \ / \\ -11
/ / \ \ \ \ s
-- 1 I I I j a / , N \ - -'�// \\Ji \ \ \ / / \ \ I \ \ \ \\\ \ ,'•. \r . \ \ \-` - / ___ / y % / N
VA \ \ �' . °
II v ti \ / / v - -J ) \ v < I1 \ vv v v v -- / //
r I1 A \- Av v v v v
r IIIII P / // //I \ \ \\\ / / - �{ 1 i \\ / / \ J \ . ") �y \ �::.'..; / O
I� =IIII I / / I/ I \ \\ '� _ !_ / // •� 7 �/� \ \ \ \ - 1 - _�' \ -. - I / ! \ \ \t ��-_ /// ,
\ \\ \ \
-__ - 1 / / \ \ - \\ \ \ e1 / / I III \ �` di
\ IIIIII 1.i / //i �� \\ ----, _-- / __ / ��- // \\ \ J \•." _\ �,
\ \ / �: / // / / i 'i
IIILIIII III - -- ;- - /--/�y / - _ ` / /- \ \ \ - ,-- \\\ \ / k/ ( \ \ \� \ \ \ \ - /:: /{�// // /// W N
_ - - -
jj-h \ IIIIII III\I,I Ill' y! \\ \\-- _ /' - / ' 4\ - - /%•-. \ \°\ - \ \ \ \. �`�\\ \ \ \ \\ \\ f/ :'. l / / //////// N
IIIIII I "11: \\ ---' ' ,"/ •�:--,\\ \ALBEMARLE COUNTY \ \\ ��`\"\\\Vi\<'��\ ;�., �--- -0 I\ I I \\ \ \ \\\\ \ \\\ ��r / /l,y////j j/ jjj,///
ILA, \\\I I I I I I I II � :.I, \.. I _ � -_ - \ " '�' � : Sr- , - i ( \ _ � � -_ - _ \\' \ -PRESERVED STEEP SLOPES � -:� \ 1 \ \ \ \ � \tee \\. \ \ . ' ;,- >_ ' \ J \ 1 ®\ \' ' \ \ \%\ vv - //�" / / ///// // / / / / / / / /'
III I 1 II / 7 ,G r / \ • \ - \ \\� \. - \; LIMITS OF SUNNY I 10 v \ / r //
L� 11 I I I )' III(,(( _ : " '� ."T - Y /7 y. . -. "\ \. - - -- -- - RE
\, / \\\. . _ ' " DAY DAM B ACH I ( \�9 / / / / / / / /
—��\ I ) III IIII �r "����rv"•-•.:-� :�'-.�-�%•,-" % �''-. 'i /\\— "�%'—='--="-=�.—' �' \ �sY \ \ \ \, _ ® \ ./ >- "�„- // // / / /// /i W
\�\ I I I III!II111I-,_.T>�=r— .— --
"—._ > , _' ._. �.\ — _„o — _�
/% \ III I . �-.1— :.ems "f �.,�" - -.m. ; j ';/, " - o \ _ — .�s 1 1 \ �, \ ` / / ) :::.' �_, .// j / / / / / / /� —
\\\I w . ' " —'_` " --_ 1.. _ ,. !-row � . i 9 //\\ µ� J \ \ \ ' y —_ \ � "ems J I ( '� �� 9. / / / % �, ill /// /� / / / / /
J \\\ \ I I� O O,\.\�,. • " .�y/"..': / _�-�/..\ \ " J�j __ '/ \ h'\.- % - -\.1. .�.. , . `\ yI :'.� \ "� / / // /////// ////� /// // z
IIIIIII III ( 3�s �. ` - --� �. 1:' \� I �7` / / / /'/'' /// // / /� /
% 1 / / III r \, a ' ' -�� ZJa�°E; s e 9 9, `• -" 5.' L 38 a� R Aso' L _�_ , / I J ` \\ \ co ). :'; : ' \ / / / / / /
/ III ' I III ° , - = X . o�.ag -' — -- - - -\ ® / d /'' , , / / LLJ
N63° 44�7 37" 676 9?9� _ _ \ 1 _ - �.�:. --... > - - — - __ .;.-.. / svl_�__
. • �''4$ . '7 / � 4 &,/ 'I mm \ \�� _sew _ - — - . __� -- -- -- _ �°° 49-zr46'M/.. e:27 . \ .N > - __ � —,—� -- — _ /f I -'': .%', \ / / / / / / ' t h /// z m `\\ \\ _ -- _-----=43996', R�6a.5�' - / _ _ __ — S_ 3� 3Joa.. '��=: -�\ �'�, . �" - -. - T. -1 — — — — i t l \; \._ :"': ' ' ` / I 1\� .'.'.': /,. ": : ( / / / / / / J'� .*°' .� / / / / / r
/ / / J (( �\\ - / - -.\ _�.. - - - PROPOSED / I \0 .;y. ® ` I.:I I / /l / / /p s
/ L9
/ I I (,'IIIII' _�\\\ /, - - \. 1G6� 46., -_-_ \ q :.._,_:.. �II / / /� / // ///// /% �'
/ \\ \ __ \\ \ \ - GREENWAY TYP. / i 1 ® ' " ' ' I I I ♦ �/ l7!- � / / / r
II �/ II II I, �\ - - - to�3o'zz.z' ' / � -_� \ \ \\ a. s \• -="''--- \ * / IIII / / / /// /� // / / %
i " ` ®'' s �/. 111 /
I Ill / I111 ( \ 1�(//li \\ �m / i'_ \ ', \\ \ ✓/ - /i/ ' % \ , \�\_� _\W_\ \\\\ _ . 4 \ i ! \ �/' \, t . .\ .L'! �... ro / I/I //// / / / / / /
III ff I 1 \ //�/ \C� \/ 9 r \V\\ \\ \',�= .:;."'•,. - / / \.�. \ \" / \ I V // / /// I II I
\\\�\ 111 l I I� i IIGI \ \ / ///Y���� ��\ �/ a - \ \ \ ��\\\\\\\\ \\\ -I - - -, / ����=.=: / \` ` I // / / /// I II II I \ \ \ 1TZ
I \ \\\ I j1 I I —,I/Z -, \\ \ // i \\ \ \ \\ \\ �� \''. +': \ /® / / 1\ \ I I I I � I z
I I
J,' �'\. :,'y"/ �/® I /T I I I II 1 I / / / / 1 J III \ \ III
/ , " Ill` 1 � -= M� \ \\ '�j//l l /// ', — - \\\� \\\\ \� \\- - ---\, `: � == = "J'� �'+: 4--": " '1. a /- /..:`',.. I I I / / / I
\ \ ) I I _ I r\ \ \ / ///////' \\ \\ \\\\\\\\\\� \ \ - �\\ " \ —_.- '.'_��•" i."1:�y\�_ l //i/"' \• // 1[ llllll / / / / / IIII \ \ \\11I/III Y
/ \ \IIII ! Ill -I IIII\\\\ \\: /, Ll„ i I \ ` ` \\ a ,¢so \\ \� \O\\\\ \\-�---- \\ ro °` ._ _._ - ---._,J=.' ,�:,®� �.:,'."''.- \ ( �I ! / / / \ 1 / /( /
\ \ I - �- IIII \ \ BLUCK B \ - _ \ \�-_---%__-- ��\\ - .�` [''is•
/ \ IIII I, - \ \\ 4 I \ \ - \\ \\\ \\ \ _ _ \ \ \�'sti. \' : '� .- = ' . �`'�1 `' y �•�' �% : / )1, . / \ \ \ \ I I I / / / 1 I / / / / / / 1 ( I W
\ I I ) % 1 J f \ SDP2018000i4 ' \ \ 1 N \ \ \\ \ \ \ \� - -\\ \ \ \\'Z" v . ; " : • ®.� " : ' '' ." /
I r` _ N IIII III = //� \\ \ b INITIAL SITE PLAN n ) \* / % \\ \\ \\\\\ \ `� �ti = — _ �\\� �� \ \ \ \\\ . - -,i •! -�- �— . , .i " \ \\ \ III\\\\\\\ \ \\ \ I I \ / \
l I // —I—, \ \\ \\ =k- - \ - \ \ \\\\�`,��� t -�\\�� \� ",Y �6w / \ \ \� 11 \ \\\ \ \\l JI((/ 11 I ~
_ APPROVED o5/a5/zoi8 \ 11- " y . - 9 \
III / - \ I L-- - --- w BLOCK i \� �\ - - - - - --__� \\\\ \\\ \ \ \ \ \\- \ " N��°1� 3 - -
\ I \' IIIII h, I'.,` I I / /�--+— \ SDPaoi800050 ,T \ \ \_I �\ N a a ^ / \ \ \ \ \� \ _ — � — � \\�\\' \\\\ �\\\\,�) I _�_ �-��-' \ , � \ \ \ \ I \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ ^
/ n / A FINAL SITE PLAN I"\\
v o, / A A V v — vv \ VA VA >v� \\V A V A \\\ I;f \__li- —v— +� ���C� ®®q a ®® V l \\ \ \ V A \
��� v Aul
.' V� V �1 A� V AVAVA \\VA\\\\\A\\ V� I-
V \
/ vA v I v v v v vv\ vvv V �- `� - - - -� ___ :. v 11 \ \ \V v A
\ IIII I I' / - v v �A v v� v - v vvA v- ��
\ / - L - su63oi o osi " r v v v v vAv A \V ` - - - A _� �v V' \ V A V A V A \ \ \ A
\ I II I �i/i 11 I 11 A v\ v �A ,v /v Vvv A\ - v- �- ---- _ � -v X- \v A VA V A \ \ W
\I IIII I / v �-�-_�' �vlI �I A vvv v v vEXISTINGLIMITSV VA- \\\ ,�- �_ y - �----- -A A •- ��� vv sV�-- AA 1 \� \ �1 1 \\ \ VAVA \\VA A\ \VA W
II I// I I� a V A \ I I I��I �- \\ \ \\ \�V IIII 11 I'` I - - i I V �� vv v OF TREELINE l - - y-v - - = _ - � � `\ v v ��� v V A \ v' \ \ I I 1 I \ 1 \ \ \ V v \ V \
-�---A ,v ___ -v v vvv �
1 IIII I v I M� I I A \IA � 'I PROJECTBOUNDARY(TYP.) vvv A\ A \ \ III I � I,,,1/`/ , --� - --_"w_ ��� VA®6�V A .: �� \ V\ \ I I I I 1 1 V A \ \ V A A \ V V v �Av z III
I v / / I v v II Av�vv v A \ \ \ V1 111 _ _ v d v II I \\ v
I I v A I I I/ - ��7� - ,- v A 1 1 1 vv v/ \v A VA � I I I I I/ /)/ �--� 1, � --- �, v v \\ v v :,';:) w \� A A v v v v O
\ - III I I I _ 0 I \\ �"C�I �\ �\ \\\'R�\d,\\ \..\ :.� n \�` \�\\ \1 I 1 1 \ \\\\ \� \\ \
l \ \ \ \
\\\�- �lIll 11 ( I IIIII IIIII /� �' ' / l//i\j \\\ \ IC I \\ /j j% //) ) I /// ///II(/ )��� TING M- —�\ ���� \\ \��1\\\�`\\ \\ \ \\\ \\\\\ \\_ 1'I ~
\\ I \ \\ \�\, \ \ - \\ \ \��\ \ \ \\ \\�
/ \ // / /� / \ � _ \\ \ \\ \\ J
\ \ I I / I \ \ \ \ �I //� / / / / / � _ \ `\�\ \ \ \ \ W
\\_- 111 I { lyl / /I / \ _ \ - I IM // / / / //�--_`/ LIMITS OF FEMA APPROVED - \ \ \\ \ \� \\4 \�\\ \ \' \ \� \ \\\\ \ \\ \\
I //I/ \I\i I � \\ L Il /' J /�/// /� �i% iooYRFL000�LAIN;— \ \ \ \y\\\\�\1\\\ xi 117\\\ \-
1 / - II / / /- coy/ I I I G_- v - \ v\ V\\ I - v _ m
\ IIII
II II A / \ V I /I I BLOCK ( I / -- �/ - v 1 \ \ \ \"�#I,.' �� Q
\ � II \ '% I \4��,\ \ III 11\\ , 4 \ _ // - - - - \ \ I \I I \I \ � � \ \ � s .
I �\ i I 59°o4'z4s6"w9=9s9' \ \�\ V n3 //� - y , � vA� A �\ I 11 II I� III' V '�! \ \ V�I I A >�� C�v I v I/ C / A ��\\\
\--\/ I al \ �, ' - \ a_ ]- l \ / -- _� - I I I \1110 \ 01 � \ O
/ \ I / \I I \� L-- -= _ i ---- � 14 IIIIII J I \ \\ \\\ \ \\ \ - I \ I I % - --_ _ -/ I I I III 11 I I � T � I \ I � / . I
\ �_ 1I -r I - \ \ -1 J I / 1 _ I I O
\ \ 0 O
II \ k
_ T ).
I I I ,, � � �I �� -
V/y AV// / / (�� _ �� J IIIIIII fvv IWII vvV)AA / — _ A �I I I II IIII 01 / /�'\.•Ill l dull/I ///I, I///'r/i�i/ /// /
// I / ( -- - I I I v III I //�, � �� - vJ I I I I I II II 9 / r� J IIII JI / /// l ll�i /
/ - v III - _ = -_ _ I I I I q / / //II I� lI /I /I/ I ll/l , I l
' v I 450-- � i / ( _- _ - - - - I I I I PROPOSED ROAD / / _ �' /// �� - - _ _ vV I 1 I I I I d % I l I / l /l / / I f \ I u
V11A�\II II I I -- _ -� / � II v / / _ _ / /// �- - _ v I III ( /
/ J _ - - - - — �__ I (CURRENTLY UNDER REVIEW / /// // ///% _ - _ \ \\ / / I / I / �/ I 1 1 / / II I / I I
\ I - - - - = —/ ii JI \ ) l l/// c j /s /// // `,�\ i / / l l I I , I 1 ( �/I II I� ll l l l Il 11 \ \
.. — — — — `` - _ _ _- i/ 1 \ \ SDPzoi7ooii7 �(I l \ �\ %�/' %� - _ _\\ \ \\ \ - / / / / / / / / / IIII I i 0
�( �� _ vv _ 1.1 IIlll/ VlIV/j/=1 vAID
_ - _ - - - I / 0, I II / I
I I - -", __=-- --�•. \ \ \\ == � - = �_� - j \ / / // I I / o � / // // / \ l/I \ I/II �\\ \\ \\ \
)I Ill II III I a"�, —w d /� V v \vv�v� — - _= jl\,IIIIIIII - / / // / / / I I I'' / I� / AA VAA�A \1Ivvvv y vv vvv v v
II / / / II
IIIIIIII —.._. v - - - J - - — — - - - - lI / / / / I I VA A \ \ v V v
I I II _ — — _ ----- I III II / / / l / 0 I I AA A vvv vv vv vv1 v v�
k / I III - / / / / /// / 1; 1'11 I \e A \I\I I vvv vvA vvv 1 vv
Iit I III 1 — I 1 //II/I _ / / /// �ll ' -/ fib \ 1I )I 1v v vvv vv vv ,1 vvvv
I e V \ GRAPHIC SCALE I I II — / / / ' 0 �'
III v / I I �. �/1, U✓, �/ \V A\ \ \ \ \ VV
4 � _ � - - x ; . 4— a �°° U 5° i,°° 20° /IIIIIII/ I/� II// III -- — , � - / / / � I v / / 1 v v v vv v v v
11l III` I I � h I I \ I I IIIIIIII � � /// / J � e 0 / / \\\ \ )l �J l 1\\
II\\4-, I I \ ,I : r(x'% / -- III 1 - - --'_ / ' ,\\ II J// I // l l I I ) l I I
�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - _ _ _
II l I I I 1 II 'I / / / / -____;\� zr---- JIIIIIIIIII'111111Ii111111 -_--_' // /, r 0 \\\� \;\\�lll l ( l l l l / I I I
V A -' I U �/ / / - - / / - - - ( IN FEET )�_ _ — IIIIIIII II III II IIII/ / k \ V v h / / / i I I I I I
I\ / / I - /— -- /'--- --_ 1 Inn = o ft. \ /-- S \ \1 Ir/ I /
/ / / -- -- / // I l v / � o )/
I
l<
m
0
Q
O
1__q
O� 0
r1 0
0
Z
H
U
O u'
W
J
ll_ 1
O
O�/
LL
co
w
t
w
w
Ln
JOB NO.
182150
SCALE
1 rr=100'
SHEET NO.
4
0
6
c
D
POSED
GREOENWAY—� —44 — — — 777
— — — — — — — — - _ PROPOSED N/ALL/ 7 �UNpISTURBED /\
MAINTENANCE EASEMENT OF ER/
-- (TYP.) FUTURE PUBLICGREENWAYTOBE - - NOTE: 30' PORTION OFTHE ROUTE 29 BUFFER MAY BE DISTURBED FOR GRADING WITHIN
e DEDICATED TO ALBEMARLE COUNTY - ! NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM / T7 �
E AT TIME OF FINAL SUBDIVISION PLAT r THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. — — _ THE DEVELOPMENT, AND SHALL BE REPLANTED WITH A MIXTURE OF DECIDUOUS AND
PROPOSED WALL EVERGREEN SHRUBS AND TREES TO BE APPROVED BY THE DIRECTOR OF PLANNING. � PER PROFFER #z OF ZMAzoiB000ii / - -
� � // / /' (MAX. HT. = 6�)/ / / - - -
/ ,/ / / ROU E zg BU FER — N 3:1 SHALL BE PLANTED WITH NATIVE STEEP 3�: 30' 3B' 38: 16' 14' / / / 30' PLANTED/R FORESTED BUFFER
30� ; -' / ��/� / ioo' WIDE BUFFER ALONG ROUTE NOTE• SLOPES GREATER THA ,
E - - - io' R AR SETBACK (TYP. _ / L-1
z T SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A j ` y'/i - - - - - - - - -- - - - - - - -3 171111 � �/ O SCREEN THE DEVELOPMENT. , —T - -
30 SEE NOTE, THIS SHEET. RATE OF 6o LBS. PER ACR OR 1 LB PER 1 00o SF. ,
k3
Lic. No. 035791,E
10/14/21 'Ad
Ln
F-
W
! O
E
Q
I w L
W [
d �
L
w [
I (n [
W f
H
' Z
j w
j O
u J
S Z
0
O m
W N
c� W
ca Q
J Z
i Q O
w N
. a
[ w
(n
Lu
1 �
i o m� (18'Xzo' MIN.) s Q my \ FUTURE 5' CONCRETE SIDEWALK o 0 o N .. .. N
LOT aq \ �, / LOT _ ; LOT �� LOT 6 ; .;., //%! N N N O N N O
/ LOT LOT Q:am .. LOT i
as i m LOT 11 _ 0 p0. ml UTURE4 BIKELANE
e 18 , aB I WI LOT 12 10 9 wujn h 8 7
d a\ \ 1_ 13 I O O TT, PROPOSED LANDSCAPE &
9� C9 h _4 J { LL a o MAINTENANCE EASEMENT PROPOSED GRASS ----
p \ zs O o
LOT �e \ rjA9 ' m01
y li �- I :� 1 �o SWM ACCESS PATH
\ 1 ti0o wq , MI ROPOSED 6' PLANTING STRIP I -/
--
----
\ s F �' I I I PROPOSED CG-u ENTRANCE (TYP.) o
ROPOSED 5' CONCRETE SIDEWALK I I / / / / o: STREET SIGN (TYP.) p R o
PROPOSED WALL LOT " I I STOP SIGN (TYP.) SC P — i
e (MAX. HT. = 6') s aQ < / PROPOSED CG-6 CURB (TYP.) PROPOSED CG-6 CURB (TYP.) / / o' L N g 9• - - - SIG DISC NEE-335' AVENUE gLVD.
\ i6 amp sg / / ZB, sPROPOSED CG-iz (TYP.) Bois ROPOSED CG-iz (TYP.) - - - - - - - - - - D�ESION TRIW SHWOOD
PROPOSED BIKE LANE o' 44 —
\ \ a� 5 / s - - FUTUREROA ��EPUBLIC LL ,
^ (15) PROPOSED PARKING SPACES (8'Wxzo'L) �� �$ ti`' / - —ps .. ,' ,'. o
LOT
it \ O R PROPOSED SIGHT DISTANCE EASEMENT' - o, °J
Il _ _
END OF ARCHER AVENUE ROAD CONSTRUCTION
\ \ POP SE\ CONCRETE SIDEWALK PNOS Pp O SPEED LIMIT(TYP. DISTANCED NEAREST INTERSECTION=�go E T' .' sz+oo 52 e
R /l g, F° E
FUTURE PUBLICGREENWAYTO BE ' /// 20 \ �50+00 59+50 5i+oo� 51+So ��� NCE'335 e ��t t tFtt et NOTE: ARCHERAVENI
DEDICATED TO ALBEMARLE COUNTY / RI N + o I \5 E
RI 49 5 f� � G\-\"C D __ --- F � t t t � �� SHALL BE COMPLET
E AT TIME OF FINAL SUBDIVISION PLAT, C 77 5\ � WITH
E PER PROFFER #z OF ZMAzo 8000u E p"FI 49+0i 5� - W
CE'33 PROPOSED CG 1z PROPOSED TYPE III BARRICADE END OF ROAD SIGNAGE e E/ �` E �
ENvOPO \SLANG /\5� PN PRO ORBDCUTYP) o o ,PER VIRGINIA WORK AREA PROTECTION MANUAL
PROPOSED 6' PLANTING STRIP E 4 E EXISTING STREA ,
e E CN�FtP g�Rl� ��15 / 5 t„LL
e C pp tp O 60 oR e FI r �a E
7I
F PROPOSED CG-z CURB (TYP. ' PR I I Ixaxo / 16 E - _ _ - s� - _90' - - -k 4� E
C ti� ROPOSED CG-u ENTRANCE (TYP. - FUTURE 6' PLANTING STRIP F e F E F �I E W F
_ - -
F
PROPOSED CG-iz TYP.) z4' F/C-F/C I I t E z
( _ c / STOP'SIGN (TYP.) \ I I / ^ _ - E EE J .
3o gAr�(TYP.) STREET -SIGN (TYP. 9' R� R/ { _r �m \ I P� �_ F E ' F _
E f r. _- - _ / ea' 10' REAR SET_ - = - =r I r a d I PROPOSED WALL _ _ F E u F
TY - s �a. _ - - / o I ; LOT (MAX. HT. = 6') E �- -F- _ �_ LIMITS OF GREENWAY. E
.. - - - SPEED LIMIT (TYP. + : t. < {i d 33 E . - -.- - -� - - -� FUTURE PUBLIC GREENWAY TO BE / Q
AT, / / �53 F e �E DEDICATED TO ALBEMARLE COUNTY
1 PROPOSED SIGHT -I /° - { I rr _...q I I - ..�< E
k1 / ROPOSED 4' BIKE LANE Y0 / AT TIME OF FINAL SUBDIVISION PLAT, E
/ - - - DISTANCE EASEMENT - k a /
E
PROPOSED � \ _ I ,/rN zo E ...• s � la � � � � E PER PROFFER #z OF ZMAzal8aoo11
\ > I PROPOSED WALL �. \ e <
LINE TYP. \ 4 F a; E
( ) LOT r e
� i O I \ PROPOSED S GHT � LOT K., b I ° _ I, f : LOT. —� MAINTENANCE EASEMENT. � � � � ,�� , t � ��< � ,
ti DISTANCE EASEMENT \ 2 m a� �s Y } E e t E
7
56 r 57 a e t t t e /
PROPOSED LANDSCAPE& o /� 37F:: m I �. �. t �.t. t t. g �t �%
MAINTENANCE EASEMENT r. 55 0 -
x • _ ROPOSEDCG-6 CURB (TYP.) - tf'..... `' : a�s -. : O PARKING SIGN (TYP.) p : :: tWn � � - �-. E �. .,E .I t . t E - t' � � t <
� F
t
=03' J �
to\ earns"`
11 r pJ(.FROf�T
ko0 Pr azs :. LOT
OPEN SPACE / LOT A SETBACK TYP. : / ( g$@
� / \ 9\ , SETBA -(-
�C Qom' 35 E @
I1o+00 5/ o r� \ RONT .. / PR e. E .
.F / / _ OPOSEDCG-POSED / { �. E �l
m° / E
h > /�/y r44e ®@@ � ARAGE `SETBACK (TYP.) \__P
/.,ROPOSED CG-lz (TYP.) LOTBACK (TPi . 30LOT IS,TINGWETLANDS(TYP.)
Lu
PROPOSED CG-qD ENTRANCE (TYP.) ry ash�ROPOSED GARAGE (TYP.)W \ROPOSED CG-ii ENTRANCE (TYP.) / 53 > 2e'y /PROPOSED GARAGE (TYP) 8°a\ STREET SIGN (TYP.) ..': ti y18'X20' MIN.
E E
z5 Ln �o WM FACILITY tx k io . . F E E
.�\\ x LOT , i ryk12+ N m r 4. 3 1. / / .�.
.; /
\. � Z � �/ j +00 / So PROPOSED 5' CONCRETE SIDEWALK
ROPOSED 5 % 12 .�' �_ EXISTING TREELINE (TYP.)
\ / / / i ( / / LOT I e.
+; ROPOSED 6' PLANTING STRIP E E F. � . E � �
pG \L"R� / b f 37 I j
W mQi\ : ROPOSED4 BIKELANE ! LOT mf �a C[LPQv.LR ROPOSEDCG 6{URB(TYPJ
E a.tP�J� \ \J - w / r � STOP SIGN (TYP.) • ' �. \ � �: I �. E � � � � / /
51 / xc,° F QpS Qv / S�
PROPOSED 6' PLANTING STRIP yy Rp 55 / a� % M� ¢ T oe, \ I E k E e /
r p \. / a o Q SFT / e k OPEN SPACE 1
/ 0 PROPOSED CG-iz (TYP.) O �e . a0 , &q <. k. k F /
PROPOSED CONCRETE SIDEWALK M ., •.. Q' x •- ' /0 I
V � •�, Sn `'x\ .. � / _ 5 m �, / � e E � /
p o \ ! PROPOSED DRIVEWAY (TYP.) (5) PROPOSED �. /
v p L RKING SPACES _ � PROPOSED SIGHT AQ- w .'�zfx � <v / is o PROPOSED GARAGE (TYP.) P-: I � � F � � k
3 E _ ' S-` - - - DISTANCE EASEMENT Wxzo'L) Q v I e .
CC ti F\C Q J 01. ` / Fi8Xzo MIN. F E e / I
I G
S ETBACK(TY`P.) / �QJm / 4 " i� LOT / I. �, E e C > /
------ o° OPEN •Ie. Q p 0 8 / / `
1 ROPOSED 6 PLANTING STRIP - ___ v .. Q 3
` \ .: 1� k •p rLF
i-- _ ry� /.•�' �Q ROPOSED GREENWAY(TYPJ �. .'
0 BE[� �x LOT M : RAQ yv . / / y T
UNTY \ .r \ ;' 26' ;., o '1'' �i ,� N � LIMITS OFGREENWAY.
PLAT, \ ° / 50 -- -r � j0 E/P `P� 4
m /P- / r< LO / r/I FUTURE PUBLIC GREENWAY TO BE
y \ /C F/C i. lye. 9 Pn NO PARKING SIGN (TYP.) y 39 „ DEDICATED TO ALBEMARLE COUNTY 000u
W O O O N O O N
F N_ N_
.� N N '� to to 'a
r, o Ln o
, .
• CA
ti
®® M
�® M
N
co
[
N
CD
WN
N
W>
ui
co
J
L1_I
O
J
U
[
w
Lu
ul U)
z Lu
Lu
U)
Lu
0 O
O
N
u
w
J
F
w
a U)
JOB NO.
182150
SCALE
1"=30'
SHEET NO.
5
k k k j f -.-k_ - kk k k�k� kk . k- -. .' ' .kkk (\/ /,kk /- �k .• �k� � ko k kk k� �Ek Ek..k.k _ E. k- / kk /k,/E__1 - / -k ..Fkk. ke. �k .k�� k-/.-- / �kk /kk.'jk, �Ek/XWk./ I� kSkkTk kk1/k j.t --�. i<\kF. $//\� k. k .-. .. k/-k\k E \ k ky ck"6khF. �k x/'�f/kj\ak /._^k k./k- ../-..`kkfkek. k.�Eke/. /k / k/ E/ H\ k. 7 k_k. //k -a .�k k ,�o/k Ek /AE /k k./ / r�-/ ,E. /_ .�k/ k- . / M'�/k/ k j./ k // [k \ E/ / /k .//.-� 'k\.?/ m Os:\.;/kr®'0/ / \ O/ '\/ 9\ /5/hr.am\ / I�//✓\_ C®Ck�/S,d'`�-e .F/\ �\/j�\,.afq\ 8.' /C -/ r 'f�/+\i\�h rN%/.. y:\�// ryram\ \ `�p�',o ��/A�0P^aP30°�� - .•.L��. . �/°-- -e-Q/,h" .,1pr 9, a'Q0tx'' ,y Oh's. '.4' b�f,..- d!..7°/e'.:/fF�»�.R 0/ `�� r �°�.„:...R ; _7ti ./ .,'.,.yoo / /T
S- T6-OO8) \ P Qx:\Shr. oIG.._. /_.N - "-. (ar\Tj.�\\/t/y/ 7.'.;-/ / G-\ _ yN 1\ X( T/ Yemf\ \\- ✓P/-.\. C\)/ .n9 P/Z..\ E/ //. R\ \�h C/'Vk\`�/k Q1IRT°
�k P Sk\ LOT
e_kP�/.Rk- .k Ok
kk /Pk /kj Okkk.k�
k t ESk�
Ekk.D
kW'
Ak kkk k
L
L
MAINTENANCE EASEMENT
11�
$5 44LOYPR � PROPOSED CG-9DENTRANCE (TYP.).kk./
.k kk kt
k
PROPERTY BOUNDARY (TYP.) '/
STREET SIGN (TYP.LOT aokLIMITSOFGREENWAY. LOT PROPOSEDCGuISFUTURE PUBLIC GREENWAY TO BE s0. EDICATED TO ALBEMARLE COUNTY $L_ k .k k
.E k
k
�.
F.
F_
kkk'
tk kk
7�kk
/knk
k
k //k
;
f.kk/'
�.
�k
T TIME OF FINAL SUBDIVISION PLAT PROPOSED CG-1i ENTRANCE (TYP.) LOT
PER PROFFER #z OF ZMAzoi8000u ROPOSED 5'CONCRETESIDEWALK
(Ty YP.) 14v k
OT-STOP I83 -w O�'15'R LIMITS OFGREENWAY.
xoL
SPEED LIMIT SIGN (TYP. p FUTURE PUBLIC GREENWAYTO BE
kDEDICATED TO ALBEMARLECOUNTY
LOTPROPOSED 6PLANGTP AT TIME OF FINAL SUBDIVISION PLAT,.
82 s, E k PERPROFFER #z OF ZMAzoi8000-i k
OF EUSTIS AVENUE ROAD CNUCTION CE (8'\ k
POPOSD III B{i) PROPOSED PARKING SPAIV ARRICADE& END OF ROADSGNAGE
WORK AREA PROTECTION MANUAL
ING STREAM OPOSED CG-6 CURB (TYP.)LOT/01
$1 S k
tFkO PARKING SIGN (TYP. \ kk
PROPOSED CG-9D ENTRANCE TYP.) !
kLOT E �`
LOT UTURE 6PLANTING STRIP k
$O CAI kk
PROPOSED PARKING SPACE (8'Wxzo' ` k k
k LOT UTURE 5'CONCRETE SIDEWALK0000,
59
LOT s, S•
4z 4- 79 FUTURE 4'BIKE LANE k
A
PROPOSED LOT LINE (TYP` LOT k k k
60 F
Al
LOT ROPOSED DRIVEWAY (TYP.) $ 9oLOT�P 1 63. k LOT v c
N' 77'IF ROPOS�6'PLANTINGSTRIP ��oQ
If tik
k � _0LOT k 4"kk
LOT 962
7 PROPOSED PARKING SPACE (8'Wx2o'L) k
hPROPOSED GARAGE(TYP.)
Ak
kk ki8xzoMI." (2) PROPOSED PARKING SPACE (k '
/ k
k
_.�k
',.i.i.
LOT PROPOSED LOT LINE (TYP) .E
LOT
..nay 63 k . _ k
75 \\, k k /
k /
.
k k k / "" / 4 � ROPOSED 5' CONCRETE SIDEWALK f k k k k k k y /
k k 9g, d j v3�R
k. R " / A _ .LOT / %/ k., k -, k �. -/ k
r � o 'ti ,
k k k j LOT 8 A s4 // /. OPEN SP CE k k k' k- ./ k k k k 5
�' al „/ pg 99. 64 k k k k k LOT AREA CHART FOR BLOCKS 9, 10, & 11
74 �m / :20 %'0 ✓ / k k k F. k. l k k k k k k k / LOT LOT BUILDABLE LOT LOT BUILDABLE
g4 " ryh° "ry y LOT / "o ' k k E k k k k k NUMBER AREA (sf) AREA (sf) NUMBER AREA (sf) AREA (sf)
PROPOSED GREENWAY (TYP.) / k (� - % / / / k k - k
k LOT / +. '�® 65 ' / k k F . k lk FUTURE6'PLANTINGSTRIP k 5 3 4,994 3,682 44 3,124 2,583
73 " �h 1 b 6/ d i k F k E k. / k k k k k k 3 3 250 2 2,947
25 46 3 106 2 564
/ ° �; / / PROPOSED DRIVEWAY (TYP.) k k I k k k
E k k k k f'y ( /i/ip89o• LOT w�f k k k k k k k 6,630 ,,3,138
66 ROPOSED GREENWAY 5 6,319 4,527 78 5,089 3,686k
LOT /
?z-.1 3,457 2,620 79 3,230 2,701k 72 k .000 7 3,369 2,524 50 4,341 3,148LOT /
p
167 .000 3 5,323 3,539 53 5,500 4,042
k I 3 3,996 2,605 52 3,300 2,751
k LOT iok 1y 3,425 2,541 60 3,496 2,947
71 ea _- / ryh \\ k _k k k.�, 13 3,363 2,519 5C 5,852 4,432
�8, k k k k k k k 5// 12 3,453 2,608 64 4,960 3,622
ROPOSED CG-gD ENTRANCE (TYP.) XISTING STREAM A - k - k - k / ' 13 3,532 2,682 56 3,080 2,539
Ek
k 13 4,576 2,958 52 4,617 3,392
k k k k) PROPOSED GARAGE (TYP) � k k . � k r: / 16 1 4,245 3,106 58 4,486 3,351
- - `
- k.
/ 16 3,069 2,512 GG 3,227 2,659PROPOSED PARKING SPACE8'Wk -- 96,o'L) k
k 13 3,026 2,531 60 3,222 2,65518'x20'MIN.
13 3,704 2,679 61 3,285 2,743
p . k k .'h. 13 3,957 2,903 62 3,679 2,579
PR6'
PROPOSED PLANTING STRIP k E 'ice k k k /
� k y'� 20 2,975 2,451 63 3,555 2,491
k k j / / 21 5,793 4,303 60 3,036 2,490
LOT �� Tw/?c k ROPOSED CG-6CUR6(TYPJ k, k ktFt tkkt k.kkk k k 22 5,618 4,210 65 2,779 2,202
k _ k ,k k OiLT �¢vp .rs k �- k .k /
k k 70 d s� TAv� k k O PARKING SIGN (TYP.) F k k ' k t� tt kk tk /�kk k k 20 4,232 3,072 67 3,238 2,1198
k, k k k k k k k k k e k k k' PROPERTY BOUNDARY (TYP.) 20 4,134 2,982 69 4,135 3,084
k \ ° ¢ \ �Q W k ROPOSED 5' CONCRETE SIDEWALK k k k k / 26 3,243 2,702 60 3,203 2,661
LOTaa jG`�` k / e k k .k- 20 3,134 2,591 70 5,048 3,710
69 a ` �' P /. XISTING WETLANDS (TYP) 29 4 D61 2,903 70 4,864 3,492
29 3,704 2,608 72 3,251 2,706
k / m
k k \ m /�O 20F k /k LIMITS OFGREENWAY /� k k k . 33 2,970 2,429 79 3,159 2,617
/ ° \ LOT / 'CF k / k k FUTURE PUBLIC GREENWAYTO BE
6$ / 'C k / . k �. DEDICATED TO ALBEMARLE COUNTY / / 3i 2,945 2,403 70 3,033 2,491
k
AT TIME OF FINAL SUBDIVISION PLAT33 3,617 2,516 79 3437 2,355
k F k / /
PER PROFFER #z OF ZMA2oi8000ii E k k y / 32 4,996 3,636 7e 3,453 2,360
k k / " 3 33 3,060 2,516 79 3,021 2,479
k / PROPOSED LOT LINE (TYP. /
�8 \ i `� k/. k k k k k k p / k / L k PROPOSED ENTRANCE k k / 33 3,124 2,582 79 3,130 2,589
30
k \ 'TO PARK AREA k _ -/
GRAPHIC SCALE
3E 3,093 2,550 79 3,177 2,633
k
k ,k. k go o is 3o so 32 4,660 3,395 60 3,722 2,615
PROPOSED 6CONCRETE SIDEWALK ROPOSED CG-2 CURB (TYP.)
38 4,645 3,396 6/ 3,671 2,587
zz
. k e k k k k k h 32 3,117 2,576 82 3,097 2,557
k irk ' F �k/ MATCHLINE - SEE SHEET k. k k k' k k k 33 3,137 2,595 60 3,028 2,458
k / k k E k. / y/ ( IN FEET )
I I I I� I I� I k k 1 inch - 30 ft.
/ 33 3,106 2,562 60 3,084 2,516
k k k k k k 42 4,589 3,337 1 85 1 4,569 3,322
X
k - /....a• _-k k k k_ -'k. k k / 0 4,735 3,466
Lic. No. 035791,E
10/14/21 'Ad
V/
z
z
O
u
w
z
O
J
=I
J
O
z
w
I
�
`
I
Lu
c
H
z
w
f
O
J
z
= f
O m
U D
W 01 -
Lu
caca
Q
z
Ln
N
W
d
Lu
w
W
0 0 0 0 'I
N N N
F N N N O O N
Q M CN C 7
.� N to to
N '� 'a
o In o
ul
z
ti
M
cyi
N
CAM
i
N
0
rn
N
N
Lu
J
U)
Lu
U
LLI
Lu
Lu
U)
LLI
C:)
C:)
(N
z
Q
m
Q
O�/
LL
T 1
C)
O
V ' Q
U
O
J
\H�
i
O
O
QM
W
w
J
ti
F
a �
JOB NO.
182150
SCALE
1"=30'
SHEET NO.
5A
°
6
a
ED OF ER
---� ROUTE z
PROPOSED — io 9BUFFER
/!j / / // o WIDE BUFF
L REENWAY T-1 +f 1—L ///////2 TO SCppr: , ER ALONG ROUTE
m%�% I � Lic. No. 035791,E
m/ "0n 10/14/21 ¢�'41
V/
zW=I
Z
O
�
Z
J
� I
J
O
Z
^�
Lu
I
�
I
W
c
H
Z
w
f
f
O
r J
Z
= f
O m
U D
J N
ca
f Q
Q (D
N
W
I �
V)
c
o
F
N
N
N
W
O
O
O
O
N
N
O
rq
C4
N
O
O
N
Q
�
M
F4
F
7
7
n
O
.\+
N
O
t\O
\ 5ERVICE LA I ERAL ( I YP.) % Y PROPOSED TYPE A I- — — PROPOSED FIRE HYDRANTS
\ \ LOT baA " _ BLOW -DOFF \ SEMBLY J I / %I ASSEMBLY W/iz"x6" TEE F T E OAD TEN SON AVENUE
ASHWOOD BLVD.
V mm \��' % PROPOSED zo' ACSA 16 mm / WATER EASEMENT (TYP.) —
01
LOT / / PROPOSED u" DI WATERLINE
— -- _ _-
\ 15 PROPOSED 20' ACSA -1 _ --- o 53+00'
.. ,• ¢ e a
\ SEWER EASEMENT (TYP.) — +' '
Il —, / J/ - -- — -y� o I i
.. \ \.. .,,,rr-_od orrr,�eo,k,� n,nr Ml,...nrr, r,n ,'n„nr,,,u .. -. _ •:n� -y2+5-------- "--------- t "
It
w
w
L9
ul
ti
M
C'7
N
c)
i
N
O
Cf7
N
N
Q
Lu
J
J
U)
Lu
0
U
Y
Lu
Lu
Lu
U)
Lu
Gf
Q
0
0
N
W
J
ti
0 W
0 W
d N
JOB NO.
182150
SCALE
1"=30'
SHEET NO.
6
/ / / e i 5 /\ \ \ Lp2 // e VLic. No. 035791 �F I �. T OPEN SPACE/ \\\\\ ?J \ \�R/ POSE��z" DI WATERLINE / / Z,0o / e C/a i \: � !`\\/ /I F E �I I 1.� a44�
\611
10/14/21
Ln
Z
I W
I
O
En
V
I Q
w
w
a
Lu
w
I U)
w
LOT.. - /�-.: \ @ O O O O N N O
/ - O O
- /� /� fddd / ice. ., ..� �� a®. 59. f'
LOT r / po, PROPOSED SANITARY \ a E �. ii v w n o v�i o
U
C
z
Q
J
0
Q
O
i
CZ5
z
O <�
^ J
V) ~
ZD
U
O
J
m
J
J
O
O
m
W
J
H
0 W
0 W
d N
JOB NO.
182150
SCALE
1"=30'
SHEET NO.
6A
U
PROPOSED WALL LIMITS OF GREENWAY.
FUTURE PUBLIC GREENWAYTO BE
MAINTENANCE EASEMENT
/
DEDICATED TO ALBEMARLE COUNTY
AT TIME OF FINAL SUBDIVISION PLAT
E \ E
F \
PER PROFFER #z OF ZMA201800
I
SCOTT
R.
LLINS_Z
�1
Fr
O Lic.
No.
035791
PROPOSED WALL k OPEN SPACE
�
(MAX. HT. = 4')
I E F \
E I
0;p0�
10/14/21w4
�rSIONAL
V,
FUTURE U PLANTING STRIP E
FUTURE 5' CONCRETE SIDEWALK
kI E
UTURE 4' BIKE LANE -_ - - -- - -;-
k
UTURE CG-z CURB (TYP.)In-
/
., _-....
Z
Z
Z
o
RJ
C)
C)awf
W
0
o
W
ODBLVD.
AR01
/OZFoZ
pJp
>Z¢>35
wV
En
0
o
V
TOASHp
REROAD
Q..
a
gxUBLI
O
a5
O
f
=
/l
U
g
0a>>WfZ
Z
Z
Z
__
-----
_
i6 F/C
/
Lu
O
�
uE
LCe
Q
----------
o
f
Q
E E
e Lr1 NOTE: ARCHER AVENUE ROAD EXTENSION I
F ' I
_
FUT ARC
AVE
-- _ ==-_= URE RpARD EX NE
ENSIpN
/
¢
>
¢
¢
CC
W
d
N
E SHALL BE COMPLETED IN ACCORDANCE k F
W- /F WITH THE ZMA PROFFERS I E
e k
n' R
Lu
0
d
0
d
0
Ln
F Lu�((/
I
R��
/
Lu
Lu
Lu
Lu
�
Lu
EXISTING STRE < k //_ E
e
-
W
F /
.
�.
FUTURE CG-6 CURB (TYP.
a
w
w
w
Lu/
4
Lu
/ kLn
h E E
k EJ/ Lu
\\
4z
FUTURE 6' PLANTING STRIP
s
s s
F
1
vl
/ 47 c
`i `
_ E
- - -
F -.---
F V E
�" LIMITS OF GREENWAY. E
E FUTURE PUBLIC GREENWAYTO BE /' Q
E
�` /
i
!
-
�s
Q;
�Q
S°
w
¢
O
N
�
n
C
O
N
a
v
rN
O
N
�
00
O
o
N
m
IN
C�
O
C�
O
o
N
k
E Ek
DEDICATED TO ALBEMARLE COUNTY' E�
— AT TIME OF FINAL SUBDIVISION PLAT, E
PER PROFFER #2 OF ZMA2oi8000u
E
i ��5
/
-
_s —
Z/
^
o
+
In
O
E
f I k k
tk E
k 4Z k E k ✓// // 5
k
/
XISTINGSANITARYSEWER
\ \
��
/
EXISTING WATERLINE
L9
®
M
C'
I
�
®
M
J
m
-
-
LIMITS OF GREENWAY.
G`'
I _
-
I
FUTURE PUBLIC GREENWAY TO BE
O
/
4z
F
DEDICATED TO ALBEMARLE COUNTY
AT TIME OF FINAL SUBDIVISION PLAT,
E PER PROFFER #2 OF ZMA2oi8000ii
�I F
CV
Q
>
/
aR
r
W
d
IE
I
EXISTING 22" DI WATERLINE
G
I
PROPOSED ' BIKE
4
I
PROPOSED 12" DI WATERLINE
LANE I `�
j/ I
6x
S�/
/
O
J
O
�
J
r-i
I
PLUG &TIE-IN
REMOVE EXISTINZD
PROPOSED 5' CONCRETE SIDEWALK
o� 3�
m$'Rk o
/
O� N
Q
I
TO EXISTING 22" DI WATERLINE
PROPOSED FIRE HYDRANT
F
PROPO
=
/'l\
V
° E
°
PROPOSED FIRE HYDRANT
ASSEMBLY w/iz"x6"TEE
(4) PROPOSED PARKING SPACES (8'Wx2o'L) PROPOSED CG-2 CURB (TYP.
o ASSEMBLYw/iz"x6"TEE.
'
l/1 PROPO
C)
°�
- -� -
_ n - -
PROPOSED iz" DI WATERLINE STEEL PILE BEHIND FIRE
HYDRANT REQUIRED.
ROPOSED BIKE LANE
4' PROPOSED 5' BIKE LANE
Lu
u
O
39+2S M M
_ SIGHT D ..%
- �"
0 /
, /
�p
~
O
J
39+50
40+00
W
--ISTgNCE=335'
-
w// 44+5
r
��"�\
?o�pg
ul
(n
EXISTING A
PUBLIC NUE
UBLIR
W
40+50
W i6' E F/C 1 - - - - - - a C W
Wes' - - P FIC W
+oo NCE'335
4� HT D\STA
:. e
G\
LLI
z �< 2�
coEXISTING
ROE
93' WID AD
7H R/W 'S'
41+0o
93 R/W-R-1
^ W--� W i� ,
W- W �� .. +50
41+So 43 _
—25'GRASS LAND--
5
�
-
J ' , � �
�o . o°
Lu
Lu
J
42+00 42+50 43+00 -i--
_
� �
F
_ 5
Q
V
�
J
H�
i6' E/ - F/C
ARCHER AVENUE
PROPOSED PUBLIC
23' E/
�.
PROPOSED 4' BIKE LAN
Cl)
FCC VAR. WIDTH R/W
r
-
- =
E
E LIMITS OF GREENWAY.
1
� `
Lu
[�
O
TIE-IN TO EXISTING
ARCHERAVENUE
yy
FUTURE PUBLIC GREENWAYTO BE ��x
E DEDICATED TO ALBEMARLE COUNTY 'p
[Y
Q
O
PROPOSED 4' BIKE LANE
"{
ROPOSED 5' CONCRETE SIDEWALK
AT TIME OF FINAL SUBDIVISION PLAT,
Gy\
(
SPEEDLIMIT(TYP.) PROPOSED CG-6 CURB (TYP.)
`
6' PLANTING STRIP
PER PROFFER #z OF ZMA201800011
E � c E
L
>�
PROPOSED O
GREENWAY �A
0CPROPOSED
O
M
W
PROPOSED 5' BIKE LANE
/
V(TYP.) �Z
N
E /
�� OPEN SPACE
(12) PROPOSED PARKING SPACES (8'Wx2o'L)
e E/ f/e
\ PROPOSED 3.2" DI WATERLINE
E
F
-
Al
\/
PROPOSED 5\CONCRETESIDEWALK
JOB NO.
GRAPHIC SCALE
182150
0 o
a5 a 60
SCALE
1"=30'
( IN FEET )
SHEET NO.
1
inch = 30 ft.
7
6
z
it
w
w
z
0
z
z
z
J
J
0
U
O
C
C
O
U
a
x
v
v
S
0
0
wf
3
C
Y
O
0
U
0
C
O
U
0
a
c
0
C+
C
C
O
U
2
c
O
U
0
a
0
C
J
d
C
�,TH OFF
LOT
PROPOSED CG-6 CURB (TAP.) k
.; ' w� c k
O SC( R.
LLINSZ
]0
k
vs �T9P9 k NO PARKING SIGN (TYPJ �'
�4'
U Lic. No.
035791,E
1 > ; k / k k. k F
k ROPOSED5'CONCRETESIDEWALK k
k
0r�o�
10/14/21
�SS10NAL
w4
k k k LOT
�r�. // k / k
V,
69`n
-/k
- \J,;• P/ �'/ k /-,' k k.-. k'k k
ng " /�.- .<_ k k
von 4-
,.., / k, ,. k k ,' �,. k k k . / nq mge -. - 0 ? - / k / F k k k
k \ LOT am /��O o o,� MH_ k //k k k k LIMITS OF GREENWAY
/ PUBLICFUTURE
k 68 DEDICATED
/ \ / iC k / k kTOA BEMARLECOUNTY
/ k
/
k
\\
k k k / PROPOSED LOT LINE (TYP. \\
k k AT TIME OF FINAL SUBDIVISION PLAT,
/ j/ f l k/ k k k F PER PROFFER #2 0 FZMA2oi8000ii
i / Grtik / k k k k k
PROPOSED
�n
w
Ln
w
�n
w
w
�/k
ENTRANCE k k / �.
TO PARK AREA
,,k k,._ k ._�.
k kk k
ROPOSED CG-2 CURB
k k .-k - - Q�\_. _./ k k k_k k �., k k./4�E
O
F
o
F
z
f
O
Q
u
O
F
o
Zk
O
u
k.
k
LIMITS OF GREENWAY. k / PROPOSED 6' CONCRETE SIDEWALK
/ k (TYP.)
/ / / k / k k e k
I
0
J
ZFUTURE
PUBLIC GREENWAYTO BE /k
DEDICATED TOALBEMARLECOUNTY �.. /
/ k
�k/MATCHLIN -SEE SHEET 5A &ET 6A k
(A
d
z<
?
OOk
a
z
?
z
?
O
m
k
AT TIME OF FINAL SUBDIVISION PLAT -
/ �k, ,- I. k
u
w
O
O
V
O
O
w
J
--
k -
PER PROFFER #2 OF ZMA2018000u k /
_b\�.
k
' k ' / . - k k k _,k, - k k
o
(n
w
J
¢
w
w
J
w
J
a
f
Lu
7
k- k
*—PROPOSED 8" SANITARY SEWER (TYP.) k k k 4z
,
,A
C)
w
H
'"
¢
m
vwi
¢
m
¢
m<
m
Q
k
k 0
k -k
k
k k k k
¢>¢¢
Lu
cc
a
N
-
k.
k k
<'
k. j✓
k k / C`
E. .E.-.//
4: k- -/
k� k k
k
\ \ k k -k k. e; i
k \ k \ .k. k. _ .� ."k.k .k -
\ k k k E E -. k
k
>
W
Lu d
O
uwI
LU d
0
Ul
w
O
uwJ
w
ul
w
.k
>
>
>
I
/ k k
\ Il k
k / k \
k �
(,) PROPOSED PARKING SPACES (lo'Wex18'L) k 'k - . k _ k E Et .k. EE/ _ k k
\ k
f
/
�,• k k k
k k, k
k k k\ \� k PROPOSED2o'ACSA kE k% k k 5
k PROPOSED CG-z CURB (TYP. \ k. \ \ k SEWER EASEMENT (TYP.) ✓ k k
- ./k k / k
k / k k ° k l .k L, k \\ k k .�. �-,' e' k�E. jk- � /' k
/ k k k WATERTIGHT LID REQUIRED \ k \k k k k k k k J// /
. -. k k k .k.
\k
/.
k.
� k. /
-.' - k 4- /
O
O
O
O
k.//
k
k.
k k /.F
\ _ .k
- k > k
k k. /
k / �
N
�
r,
N
N
N
N
op
O
\
N
O
N
O
O
\
k-
.k .k. k,- k\\\ ,\ \ �. .k, k',. y/
. k \ -k k
� k /, �
O
v
N
w
N
n
O
Eo
.�
E��o
m
O
k k �/
k k
k
PROPOSED PARK AREA- /
SEE FINAL SITE PLAN FOR / k k
DESIGN INFORMATION
k k _
� \ /
k k k \\ k 1_ \\ k / k h
k
k k k\ \ k k' /k,
kk
1
k
kPROPOSEDAERIALSANITARY
SEWER STREAM CROSSING k
k k
k
k /
/k-
k k /L9
k
k k k N k \ k k
k
k k
k k
_ k /
/ k
k � �
.
k k k k TIE -INTO EXISTING k 5/
k
k k k k k SANITARY SEWER/ k k
®
`Y'
�
N
Q
I
k \ k
k/ EXISTING
STREA
J
k k k
k k
EN SP CE - l E. k k
k /
k k k / /k 5
M
Ik.�
k k k k k k,// k' k k. k ._E
k k
k k.,•'k''-. k /� �/ k k /
-E /
N
C:)
O
.E. -.
k�Ek k
/4- E kk
k EXISTING SANITARY SEWER k k
k E_ k k k jk 5 /
CwN
Q
k F k k
k 'k k F k k � k k
�. �
k kLIMITS k
4z k k // y k
LU
J
,- i
k 0FGREENWAY. k
k
k/
T�
'
k
k (k FUTURE PUBLIC GREENWAY TO BE
k k k DEDICATED TO ALBEMARLE COUNTY ,
\\
E /
/ k
>
k` k k k k k AT TIME OF FINAL SUBDIVISION PLAT,,- k k
E k k\ k PER PROFFER #2 OF ZMA2o28000ii
FLOODPLAIN (TYP.) k k k k
k js
k
k /
r
w
`
,q
k kEXISTING ioo-YEAR
�\
k
\\
k k\ k k
k k k k
/ \k k
k k k
k k.
k
k /
�/ k/ k
L9
O
p
T�
k' k k
��\k PROPOSEDG EENWAY(TYP.) k k
k k, k
�
k .�k
k k l
k k k k k
k '-k k k�k
.
;: - k / k /
=
/'���
V'
ZD
cc k k k I k /
k E;I k
k
k ,' k
F, E k k k k k k E /
/ k.. �\ ;-
k k
k/ k
k k
U
V)
oZ5
k k I k /
O� k
k
k
J k l k k
k I /k
I k 6' k E k k k\\ k k k F k / k k
k k k /
/
w
u
0
0
k O' -..I k k k
k k k k k k k
k k �. k.F k k . �.k -\\ k k\
k
k k /
~
p
a
J
I
k �.
/k
.k_
kk_.k._ .�.� k k
k' k. \ - k E,
k //
ul
U
J
M
® k
k I k. k \ E. E
k O k E k k
k E e. '� / k
F k O
/
L.LJ
O4.
/k k
k
k k
k k
k kk kEEE k
k k .\\�k E E
k .k. - k. k E E E k E y k k
Ik k k '-k k. t k E k E
k I -.�. kO. _ k kE E E E kD /t k
E E k
oe
/
Lu
LLi
`
k
k k
k k- k` E E k �
k I- k EO k k k k E E E E F
k/
U)
(ak
{� k k k k
�k
�1�'�J /
k kl k F(azz kEkFE\E\k k
EEr�` EE k/
kl E..I
w
\/
i
' O
k
k k
k
�k�k. k .� k kk. .k, .� .k. k EkkEek / /
k k k
k I k k k k k k
GRAPHIC SCALE
LL
Q
O
p
k
Ik .4z ' k / /..k'
30 o u5 30 6o
V
k k
k k � k /
k .k/4k
O
C)
k
k' k
k� k k k(/11 k
( IN FEET)
N
k
k
k E..k k. _ k k k k. k
1 inch = 30 ft.
1.00
/
O
k k k
k k k k
k
k - k k / 5 k k /0000,
k k .k. k/' k //
0
_
k k k k
k
k
k -. k- k ' k/ k /
k
/
I
a
u)
JOB NO.
k
k
k, ,'
k k// k .:y/ k /
k
i
'
18215
0
I
SCALE
1"=30'
SHEET NO.
8
e y /\ /\ /\ / ✓ / /
I \ / `f X %! f 7\ \/ \ PROPOSED lz HDPE YARD/ROOF DRAIN j /
EXISTINGYM ANAGED
EXISTING AL / //
LIMITS OF 5 NG ALBEMARLE COUNTY PRESERVED STEEP SLOPES SYSTEM w/1o' PRIVATE EASEMENT (TYP.) ^R UT j BUFF J� a H
o _ - - - _ I PROPOSED WALL � % 1 ER � � STEEP SLOPES(TYPJ. � T O
F
HAVE BEEN DETERMINED TO BE LESS THAN z h BASED ON NEW -
0o WIDE BUFFER A F
� S � _ MAINTENANCE EASEMENT / LONG �
TOPOGRAPHIC INFORMATION (SEE: BROOKHILL - BLOCKS to & ii \ 70' UNDISTU Ep 29 TO SCR ROUTE ✓ / f
STEEP SLOPE SURVEY EXHIBIT, DATED 3./6/21) TO THE SATISFACTION OF OF ER / EEN THE DEVELOPMENTS a a I (gfmOTT
' _-_THE COUNTY ENGINEER AS PERMITTED UNDER SECTION 3o.7.y(b)h 47 ' PROPOSEWALL w °' A//YD- D (MAX. HT. R. LLINS ZSED �� � / / � // � ic. No. 035791
GREENWAY � / ,; � V
e (TYP.)F
454 4 70 ; PROPOSED WALL; �rSION L E�Cl
4
YD m m -
/ (MAX. HT. - 6') z
....� / Y 4 I I rn. rnw465 53
4 w rn 4 _33 46 64 - 6 - z
& / � �_ 4 46 g w
�I D3B YD3W. aA ---- -
- - - - N Q: _I �_
m - - - -- - / PROPOSED
U
LOT LOT LOT LOT LOT I� II LOT LOT 1 46 �� / - �� a w aas sw - GREENwav ' o
LOT 27 28 ( LOT LOT i (TYP.) / o
LOT 23 �4 �5 z6 'I �9 3° 3 3 I / I 4 7 LOT '�ti s
\ I 22 I - I I 1 \ 2 6 1 GAi m F- m =
d // PROPOSED 12" HDPE YARD/ROOF DRAIN SYSTEM, L -_-- _ I PROPOSED 12" HDPE YARD/ROOF DRAIN SYSTEM u y6 .83 FF 1 _` $ w w w o
w/ 10 PRIVATE EASEMENT (TYP.) I ! � � li '-'- .8 GAR 6 o G R I I w/ 10 PRIVATE EASEMENT (TYP.) � .. : • � o < z
46y $ 4 5 5 3T
-------
--- - - ____ y6z.17 GAR, 6 o GA $ r \
7- I r 4 •5 b-FFE 7FF�-� 1 • W -- PROPOSED SWIM FACILITY r o 0 0
e 44)Tw / \ \ G 459.33 8 FFE 45 5 _ 4
8.67 4�3' 3 s FFE ------ � � - u-- 'S.67 GAR I , .1 GA / �� c�
y�g8.00 4 _ I -- - 44 7 --- i6. GAR is6: GAR oo G R 6� 7 B
44o Bw l /' R 6 :oo FMt I _ ---- I 4 33 4 33 467 (t - &MAINTENANCE EASEMENTS F o 0
' / / 6' T \ 3 FFE 4 9 : 3 EFE .T r -- ¢ o
e EG \ 8.6 FE z 4 9 _3 --- - - 3---- oo FFE oo FFE 6 FF \ y6y.83 FF o m o
4ao G \ 4�6 7 \ T ` 4 7 4 7 y67 7 (� I --, ----- o z u o u \ - -- - - - II \ ---- $.00 BSMT _ LOT I z ,,, w
�°, 145 i PROPOSED WALL - � _ - / > ¢ > N
6 r --- f Q
I E .A y.; \� T {/ - L, I I : v .:; `•r • I L r � I I / : _`, -� ----�' 2 �, MAINTENANCE EASEMENT-.- - - of of a5
I� 45 33 GAR YD- \ . a ' ' ' '= 18 o -�.. ti / ;; � : I _- - -� � .. k 0 X
II II
I .00 FFE \ ice..,. = - - - - 1 a c / ''ww .. z - z z o m °
,, zCJ
OT �s :17 BSMT - _ - _- ' II I /
_ -- 6 .1 GAR a s _ L-- J PROP ED STORM WATER Z w o v O o w m
7 m a E o m v¢ U M w
2 /
O a.83 FFE o m
4 LOT m MANAGEMENT FACILITY- / z J o f°
gAR 19 y +95< . T e O ¢ w s
/ ,457 7 0 22 _ 1 _ i 3 45.0o BEM SEE VSMP PLAN FOR DETAILS O .. a w H
I � 444 TW �� � / 6/0 .. ., 7 i vp _,co
39 �w 4 :33 FIF „ �4 •.:... ,.. -:-.� - ----- 3;. o, (WPOzoz0000y) ,! .. z o f w z
I � I •.. . ...: OCH CQURT ':: �, + o
I 439 EG 44 s- \.'.'. -1 135 ...
0 9+50 11+00 .. P O OSED PU�LI ROAD lz+ 5 16 r , e / w '" m m m m y
ILOT zro I o0
�.I H C
.... L ¢ ¢ o_ �
I I e I a I zo+oo
I I �,
I < I3g_ d M:-11+go ly .. / ' 1 GAR E H L Lu w LU o
- 1457�7 AR �< �-'"
�I zoA 4 7, 3
: PFE� ° ..: M 16A 6 � 8 FFE LOT PROPOSED VDOT STD. ES-1 m o
I 45�33 / N I 46 4 B.00BSMT w w w>
a fiMT/ io+oo 45 - ' m En m ce 2
I PROPOSED DRAINAGE SYSTEM : - _ -- 4 > Lu
> >
13
\PROPOSED 8 HDPE ROOF DRAIN SYSTEM <. __,. -- _ o
IZv_ - w 10' PRIVATE EASEMENT TYP. PROPOSED VDOT STD. CLASS Al RIP AP OUTFALL
,_ a 46 I (TYP.) w/GEOTEXTILEFILTER FABRIC UNDERLAYMENT o
},E., b I L -
444 o - o l q 56.8 R (L-16' W1- . ' Wz-18. ' D-1. 'MIN.)
q•Y I o � o - - 4 3 PROPOSED WALL 7 5: S e 5 PROPOSED SWIM FACILITY o
- I o Qa ` 46 S4 ESE c
E 440G n dp LGAR _6 ( 4) &MAINTENANCEEASEMENT
- GAR -o G O - - fi 8 GAR
I- - - - 463 83 r4(
y.5o GAR 464.5 0 ' _y 3 go F 457• BSMT
�IPROPOSED WALL / z% i S - 61.1 GAR 43.17 GAR 4�4.5o FFE1 FFE N J 66.8 GAR B T 4
( y, 7 5 7y6g,i7€F LLO 4 3 467.,oFFE
MAINTENANCE 457r0o GAR I 4$g83 GAR 1.8 FFE 4 3 $3 FFE "- -- -- w 45�.5o FFE- 457 67-BSMT` L�T \
EASEMENT 67 FFE 24 I 60.5o FFE 4G 3 =` ¢ --= -- -- _ - O 457.67..BSMfi 1 ' e N N .. .. N .o
1p ' PROPOSED8 HDPE ROOF DRAIN SYSTEM I j N N c
4 BSMT' , ., or� - O N N o
4a Tw 4 T'8�3 \ 4 I - '. w/ io' PRIVATE EASEMENT (TYP.) LOT 5 \ �q r N N N C O O C '
438 BW 444. ,..i k0 k0
438 EG LOT }�� ; \ -' / :. LOT \LOT LOT LO, I LOT 6 ' °o C C o o °
I 18 i*g�.00 GAS ' Zs / ' ! 1 LOT LOT 1O / LOT 7 ., .,
t 45717E M \ �� I I 13 12 9 I b 8 PROPOSED 12"HDPE YARD DRAIN SYSTEM / °
M
I _ 447• � �'_ T \ 4% : , � \ I L �4 I .._ o ry I I � w/ 10' PRIVATE EASEMENT (TYP.) ,' z _ _ � - ,. RCH�R..' V�Nl1 E
LOT m % % 26 I - 2 _ 6 I ® TUR QEXTENSION 7� ASHV✓OOD BLVD.
a44 Tw \ �\ 17 457.66 � ER' // o _7\ \ _ - ; ; _ / FU 7T PUBLIC R/W o
438 B N ---- 45 �,7" - L
438 EG 44783BSMT i / I - -
� LOT . _ , / � � _ 6 / '• ��12A / S2A / / 3 ��'��
5
/ rn
PROPOSED WALL � .-
_ _
(MAX.HT. = 6') \ 16: 4�7.67 GAR / - -
�
458.33 FFE 'n - -
4L9
az Tw s� 448.50 BSMT 45 - - - - 439 BW , ° i :i. • s -5:- 5 Ihffi k i"7
439 EG LOT
°
x' y / / � - 6 � � .: : ': • • • W 2+50 / \ I � / k k k k k V L
e aao Bw W / 1 / 5 13
1 \ E \ ` 44o EG \ 45 N G WT j / F / _ _ / k k k 0
� �I �'jI1
f,�� - \ �g0+00 / Y 50+g0 / /.51+00 i51+g0 / / % f�� </k k k� k Ek k� n
E
\ F\ �\ \ 2 \ W 49+50 / PROPOSED SWM FACILITY / E E Q a
� \_ ✓ -' 9 � ROPOSED AGES ./ m � / � ' � &MAINTENANCE EASEMENT E k � E �W - E CV >
e� �/ W 49+pO 1 r \V / � E / Q °
o - / e �' E N
e e
I ase TW
/ -
I > a
„a
Lu
g
J s
- f e j E v ^
klk�i i f 1 _ I 1 450 BW / °
1 • Q .. - _ _ / ;. -. �- - - - r / , " 'I 1 4t�r1,o G - -L6T ! - ,.�.. 4 w ❑
0 . :6 IFF I
i
7 I 3 1 454 TW LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES Q
00 _ . s - PROPOSED 20 PUBLIC a I I 449 BW �. HAVE BEEN DETERMINED TO BE LESS THAN 25% BASED ON NEW ( XISTING STREAM O Q o
�Ik %L 4 9.0o DRAINAGE EASEMENT i b I { 449 EG TOPOGRAPHIC INFORMATION (SEE: BROOKHILL - BLOCKS 9,1o, & 11 �/ �' ' Q z °
VA PROPOSED WALL STEEP SLOPE SURVEY EXHIBIT, DATED 1/6/21) TO THE SATISFACTION OF ; -i
r-IXISTING 100 STREAM BUFFER (TYP:) 70 \ \ 33 �` I (MAX. HT. = 6') \ E e Qr-I 3
\ LQT y§1.00 F < THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h E ��
\ � � \ :LOT_ � �r OT II � k e � :. > � � � -
'.'�..:� _I ---- 450 T)AI. f �. E/'/ E �k Q
w
o k _Lu 6k5\�� �I ,, / LOT 56 34 1 I *44saw le , �E e V e /.:. f 2
4 ROPOSED DRA NAGE SYSTEM f \ I E
as G I%/ j� e. k /
� k\ k � k � e � U o25
6 n \ PROPOSED DRAINAGE SYSTEM f 4 E \�. k E/ E/ /� n
1�, )PROPOSED WALL � / � � � V 1
PROPOSED 1z"HDPE YARD DRAIN SYSTEM rs y u d 4/0 459.67 GAR / !F' k .< t k k
5 / ,MAINTENANCE EASEMENT / / Y k k t E k.. t k/ d i k
..: i \ / / w/ 10 PRIVATE EASEMENT (TYP.) 4nmz� 453.67 o 46o.33 FFE r / �, \ k E z
P 1 / / / / w
- - I . 1 / - / J / / K-� t.k �. k k k F I / Hy
4`W k0 \ 4 sy / \ \, � � d 453.0o AR �433 / ,i b • I LOIT � I l ) e I � ✓ �� a
W: 46 \. YD-5A LOT \ 45 •33 GAR r553 67� - - / 1 . / �. f E s
GL\ ..... ROPOSED VDOT STD. ES 1 / 54 453 O _F_� i ` 3 I / I
t �/ /, /// / \ / PROPOSED 8"HDPE ROOF DRAIN SYSTEM \ 8 1 I //
` .. .. •° -FlI �. I I I- 1 1 r-c F k k k k LL E
W PROPOSED VDOT STD. CLASS Al RIPRAP OUTFACE PROPOSED STORMWATER w 10' PRIVATE EASEMENT TYP. \ L oo ' (I �. E k
8. GAR j )
45 33 I I. I I� . e/ / I I I. e 1 k k
- w/ GEOTEXTILE FILTER FABRICUNDERLAYMENT DETENTION FACILITY - f y$451:0- g.00 FFE I I E� % 1,
7 LOT 1 N 4s I f r e
\ / LOT � I. 4 � j XISTING WETLANDS (TYP.) � /�/ � / -
.. ul
\ tt (L=8W1=3J5� W2=g.25, D 1.5' MIN.) SEE VSMP PLAN FOR DETAILS l 45? 47 FF \ -' a8A I EI / I � � E� �'
-_\ (WPOzoz0000y)3 5 ! a^ I / /
CD
9 , s
W z
E / z
\ �o Q N r LOT 4$9.0o GA l xcq z8B F- 45683 GAR E / /� E / z
4570o FFE /� /.I
/
LOT / / / / XISTING TREELINE (TYP.) / (n z
4 \ 409 4 LA AI RIPRAP TF 2 <r1� v` 1 } / 1 / E / k J / /
l �. E✓ 1 1 l\ o
\ \ wI GEOTEXTILE FILTER s a / / / .. b : 37 / I / / / / XI
1447.67 � 3k .. � l E E l .ft! EXISTING PRESERVED �. /
k / FABRICUNDERLAYMENT LOT 8 E l / / (, 51 LLF SLOPES (TYP.) / w
_ (L=8, W1=z.5e W2=9e D=1.g MIN.) 44 � :: :• o "" P� � _ � � I /� I / O >
I < �� � � � � � co
� y
'.
O
45z.00 FFE )� E) E
LOT
� V // k /��� / / / /
404 4 .PROPOSED zo' PRIVATE. • p r / ' ''� p / /,LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES
GAL YD-5 o° DRAINAGE EASEMENT`p� �' GA 38 /- h / HAVE BEEN DETERMINED TO BE LESS THAN z5%BASED ON NEW E . s / ,! / w o
--
450.67 FFE / �" TOPOGRAPHIC INFORMATION (SEE: BROOKHILL -BLOCKS 9,1o, & 11 ' � � / ! � � ",
C G g Q o / STEEP SLOPE SURVEY EXHIBIT DATED 1/6/z1) TO THE SATISFACTION OF /
446.33
LOT THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h / w
e /
L& '� /. ' // � / � / / / o w o
REENWAY \ 50 - at7._. p /..' �. / / a m -
(TYP.) PROPOSED 8 HDPE ROOF DRAIN SYSTEM 67 i s Q % /3� ® / / �AP41C �C AL� JOB NO.
58A, w/1o'PRIVATEEASEMENT(TYP.)_ 30 �O / G R / // E / o
FE: / / / /)e // �F e' { 30 0 5/ a sa 182150
/ /
�(
� \ � � •' S8B � \ � I LOT 44i6.�FPE 8 i �; � �`.. .• ; 3 T ,; �i ✓ zLOT env` '" / �/ EXISTINGSTREA
/ / ! �, / ; { scaLE
�/ �. I � /
F /. � E 4 , , / (/1N FE ) / 1 „_301 c
l °
/ ch = 30 / / o
- \
" SHEETO
\yS.00G R 66 ��V'l-
A\��%�T // l l �) Af. �� /�� /
N n
C I ,- SI-�IET10 LOT 4 s67F 7 / C� 6 " 41IN4/ /Ilk,
N/ PROPOSED FLAP VDOT CTL.ASS� Al - \_, /� \j�'L�Y l�\�t�T f
COARSE AGGREGATE OUTLET \ ,�dx 11`rIL�N� - SSE SFICC I
PROTECTION w/ GEOTEXTILE FILTERf pp I.. �. . I� f ...:,.- / ZRL
I I i `i I 4O1 FABRIC UNDERLAYMENT. FABRIC TO . s > -Oo GAR -a- 66 f ... :. w. /. .. -� L(. �T PROPOSED VAR. WIDTH yo ° BE KEYED INTO EX. GROUND 9" MIN. \.' r \ LOT 445 7% a0 s// .I ( 445.67 F�E / �/ EF1OAT ENDS &ALONG PERIMETER. . -. -.' � ::6 '. .� - .. .. DRAINAGE EASEMENT � ' : 5 n / /)-4-
14: o FABRIC TO OVERLAP A MIN. OF 9" 4g--../ - 8 0o G/ / / / k / // k SCOT
L— — — 8„ MIN.)- - \.,. / xh.- , .. \ -44i /. / O
/ / / l l l / I \ /\ ( 0 f.:: h \� / 8:67 FF£/
/ / / / / / / k 10', WI-6'I, W�-6', D-1 k I _ ----- - y < '9
/ PROPOSED VDOTLL. AI RIPRAP LINED DOWNSTREAM OUTLET / k - ! I k I - :.:.:._ -.-. �\ l� ...-. \ o .'LOB
a
/ PROTECTION, WITH FILTER FABRIC UNDERLAYMENT. FILTER \ ;SEE VSMP PLAN FOR OUTFALL- - "� \ 4... \.. ' `'o // - / J�'' k k - - k/� ''G - 10/14/21 w4 .
FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM \ DESIGN INFORMATION Ik / \ - \ 64 - o - �' \ �`� //. - .�k./- k / /- - k I I -/�- 0'f' 1 z
OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE (WPOzoz00004) -� . _ x \ / P ... / '• / '..\ \ ¢ / C / / k k / ./ _ k E. -/ . - k IONAL E w
/STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERGY _ E l- I , '_ \`r0 �/ \ .-.-.'..' !L" ,' \S' " i /PROPOSED WALL/ / -� / k k_ �-
DISSIPATER DIMENSIONS: 16' LONG, 15' WIDE AT THE / / - - - _ _ _ - 'k \ \ \ \ / �,P��,\.. o.' r / -/ k . k I z
X \ i GAR (MAX. HT. - 4) C / / / / k z
CULVERT AND 21' WIDE T HE END. STONE, THICKNESS=18" , FF '.' /�k.. /. . k k -:/I k. w
9 T /� k— k�a / \ a� f� FAO 4' \ / aao Tw / k
\ \ / �Q 3 @BSMT \ / aao Bw k / . / k z
�/
I k \ \ �s .. \ / 4 f y,/ r/too GAR / aao EG �� P c i / J
.07FFE,i LOT /� /e / y k. k /"»
.l , /,. / / ✓ k / 0
43 438 / � �..-
/ PROPOSED WALL k k m m m
P F \ 6 6zA :.':. 43�7 GAR k z F z
LOT \ \ o s / 7 , % FFClg' LOT k / / / z c
/ / / k, k/ kl k. \ ✓ / � \ 6r k MAINTENANCE EASEMENT k �'"k. e
/ 85 O.. / . • 434�g5o:T i /
/ // / /, k /• ik k j 44 / / k j k f w
/ PROPERTY BOUNDARY (TYP.) k kI 1 \ / �: p4 iyAR / /� �. E A u u u
I k \ k 9 / 44 o�pp. FE xoo 67 FF / / ,•� / / 1 v� ¢ o
0:67 F \ f COT // . // k o m o
SMT / ,.. , dixyA �: 4 �1T // k k . / / z 0 w V 0 V w LOT ?;3o.s3s \ a s. ✓ m,f ✓ f k / �/ �/ k �. I k k7 O > a > a
k ,[ 8 55 \ / AR/ / / �/% / F a ,a
4 GAR % ? 3 ' / / % k / & k . k. t. I.: I k '/w� d k O
439;p'3 �G \ 3.0oFFL� L �/ // / / / r l l k `.t k , k VI -- Z O Z z o m
k / k / J 4r�o. o FF • \ \ 433,1T „ y / / k k m M > > w r
k k /k k 417g T \ \ $ 46 is j� / k / e I w o O O o _ N
k / LOT ' "0 / % PROPOSED 8" HDPE ROOF DRAIN SYSTEMi k / \ . k . /k o m c� Q c� c� w
�O _ /. / - /. j` / k k / F � t t. t. J W W W z m
w/io'PRIVATEEASEMENT (TYP.) k k �. z w ce w w s k' ..'./k - k. / / 8 ,` .. ..-. I x�. '.... \ _. I � /. / /� �. e // / _/ k/ .\� �tI - ,,. I k e E. .:. �, O O � � W � a' w F- •-
/ . I k / e / 3 / / y� a \ 7 / // / k / / \t . { F /k k k '-' F a a
f+ ...I .. e,,d�.. &x \ LF%. j / /. -./ /. .k. �'/ _� .-E t < - - k- k. .k. .t �- f, H am. E 0 f E J z
k / / 8467 G O / / / / / k f k . . fF I e J. > Z
/ / t W m m m c / ! / / / / 43 F / e \ / /�� �� / /k k / �. �. k.,: I .. y
2 B5 p \ i/ k /k/e / k - k
k k /k k a a a a
k l k J� LET 9 gJ`q B \, / \ / /i,% / / / �/ �j j'�/ - k// k _ /;-�k ! 1�1 o
k / / // N / 4 \ \ / / k k / /k k k� , k d d d w
e � .
\ .: k k / / H2 a / 6 ROPOSED DRAINAGE TYP. / � / % ' / /. k k ,
/ t k t �k / k > ul o
k / / k / / yJ 7 GAfL.. °/%/ �� \ ( ) \ / . �3ry �/ / . / . / k, k w w w w
FFE N / / \ / /. / /. k r.� /r .. k i / k / > ..
j'42733 xo x �, . k / w w w
4z75o BSI // 0 \ \ / P \ \, /a// k . k k / ;: ` o
/ \ \ fx \ / LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES E a o
/ / e ( k
STREAM k' / \ p 54q / \ o \ / HAVE BEEN DETERMINED TO BE LESS THAN 25%BASED ON NEW k k E / o
6 G / 1 / TOPOGRAPHIC INFORMATION (SEE: BROOKH ILL -BLOCKS g, io, & iL k �' �� . t ; ` �. t
4 43 , 436 �� kSTEEP SLOPE SURVEY EXHIBIT, DATED_/6/z1) TO THE SATISFACTION OF k
Ft 1 54 ' \ �k
42§,5 5 T-'` " 438.67 GAR / THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h F �k k` < t k t t� t ��/ / / �� / o
/ / / / /'k� / �. ��'r t.t k tt k t a c
43933 FFE \ / k / / k /k F t k�
- / /
LOT / / �/�//\ / E �/�
k
4 8 , \ \ J /k /� /k� /l / ,
T -.00.G 5 \ / '/(/\ o k k \k .< o .� .
O.I / \ :-`. Tr �8.6.7.F X p O o
_ / \ a/ _ F N N N N O O N
. J PROPOSED 8" HDPE ROOF DRAIN! YSTEM 80 / / \ k \% k / //� - M N N
/� 5 LOT,, / / k/j/�k / m ACC "���
k k/ w/ io' PRIVATE EASEMENT (TYPJ y. k / /k \ I k /
/ k / k /" s /k / / 43z l/ z �54 f \ / �/ / k / / / - v o n o n o 0
/ I kl /k k / jk 4E 5 / / ��\ //�k k -� e k '" '" o
/LIMITS OF EXISTING AL COUNTY PRESERVED STEEP SLOPES / e k / / / 4z •i75� �� 59 (<
HAVE BEEN DETERMINED TO BE LESS THAN 25% BASED ON NEW k / / j k j / L / (\ / 436 o GA y / / �pGs k/ / k/k�/ / k, k k / '
TOPOGRAPHIC INFORMATION (SEE: BROOKHILL - BLOCKS g, io, & 11 / 7 // 9 AR o / `43 67 FFEy / / /I \ .Ff S / k k k / E
8 0 ° .r . / a ,//
STEEP SLOPE SURVEY EXHIBIT, DATED 1/6/21) TO THE SATISFACTION OF k k/" / oa 430.0o FFE/ \ y� ; / / \ 9 ,y / k / k k k /k /k / /�
THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h 43 1 , / L T / / / p G '/ k ♦� / / _-' o
421.17 BSMT/ s k GAR d O
�434�7 d s
LOT 6° 3 7% .33FFEd/ I G k k k / k / /
PROPOSED 8" HDPE ROOF DRAIN SYSTEM k / -- _
1 -- _
l / 70/ /� /@1 dd w/ io' PRIVATE EASEMENT (TYP.) �s�p\/ k k k k / �/ -
9 - — -
k/ 42s'.33 GA �. . • � / �d T ' o // � - k�k \ 2� k k /e/ /I
+g.00 FF- o h .. / / k k .' I /k. k & k r—- M
I14j pySM h / 43zr�1 GA d 1 / / / / l/ \ / / ( / r / / / /
j LOT r s x oA33•B3Fd$ / / / / \ k k/ k Ik ,/ k k k / / �/ / — — c7
�� / k k \ k k/ / / / N 0
//
1 e k '� / e � / / 426.33 k k J o
k / 427.0o FFE / Q / I / I/� / / /
EXISTING PRESERVED / k / O / / �1// s
I 417.17 BSMT so 621 / l // / \ // k k /
\\ OT / k/ /� / k c� r1
STEEP SLOPES (TYPJ � k / ./ / I L T :.. � / / / ,�/ � � \ \ k✓ k � f y . k � � � L.L a
�v k / k V A �k� /k
a
7� o "FFE oo �� / o %`� / /� ' k V V\\ l / N >
O h0 �/ / / / / k \ /� / / O�
k I - x .�� z ao.GAR / �' k k/ �� I / p
BSMT < � `
v?, ro�/�� g; 42�6 s �v = k / / /
k� . �. � k � � / � � ��u q Q�a� •. /" 7% l�s "
N
7 FF 8
�m v 3FF�°
/ / / % o
e k I I z .ij FF ti 4gq /./LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES // / / / T�
k k Lu
PROPOSED GREENWAY (TYP.) y 8 3 B M 46 0 4$g / LOB �// /' HAVE BEEN DETERMINED TO BE LESS THAN 25% BASED ON NEW k �/ / / / / _j Z o
! / / LaT oxh 4z5��FE dd / j / // TOPOGRAPHIC INFORMATION (SEE: BROOKHILL- BLOCKS g, io, & ii / / / / / / J T� Q
k . k / 8� 1 3 pd 64 / / k / jSTEEP SLOPE SURVEY EXHIBIT, DATED i/6/zi) TO THE SATISFACTION OF
k k / / 74 dJ.$ / / / °�% d/ / / . / /�/. THE COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h k / / / / i d
k kl�kAy`
/ l s83 �% / ,/ j-- k � [� k / y / l / (� W o
PROPOSED 8" HDPE ROOF/YARD DRAIN/ / / tl.50 F i" / 7% V / LOT % / / k /./ k/ k k / / W LJJ
k SYSTEM w/ io' PRIVATE EASEMENT (TYP.) i2.6 lj MT �/ / / k / kk /, / / s
/ LOT I 7/� / �z 6 � 5/ %i e //�1 k//,� l � k / /� /
k\. k E. k f 13 pr $ /J % FE d / / /.k PROPOSED GREE WAY (TYP.) k/ k k
k
[ \ _ f �J
FF J ti 3GA LOT / �� e // / /k /k / k '/ l l / Q
d / k// / k
3. dd % k / /k / /� j / / / k l k / k / k k / y� /� / / l Q Q
oo FFEd k k jr
lk �.: k �/ o LIOT / ;j ��1 �g add / '/ / '/ k �k� k / k / k /
72 �` / �d T k/. / k k /.� // k / U (/'� dS g
e l k k �k l k 1 / 4zq'5oG AR /L� �/� / �/ /. ��� k / k A k �-'k� / k /000, l �+ i
a
YD / 41 3 B$ T 4% 44B '. ;, /.kE'_ �/. k. _ k �,� l Z
I� k I/ PROPOSED 8 HDPE ROOF DRAIN SYSTEM /k k k k k v l /
LO �o w/1o'PRIVATEEASEMENT(TYP.) y.� /k k k �. �. k�k� / W U M °
72 �ti / / /./�/ / ..� /k �j e / Q o
k : 4.1 83 GA i k / k / k / EXISTING PRESERVED E
f 1� k l k I r, 0.5o FF I / k �. k . //k /E/ / /k ��STEEP SLOPES (TYP.) / j. - / k / /
kI I / / / /k ✓ / % / / l u)
"r / /►
/ { / I 4 �®67Bfi�• , 44A ao % k j �� / / < k �� k� �F j / / /'/ / / / / / ul
o
.E.. k. �, /F/- _ /'. / / / l / / 0
/
w
EXISTING STREAM LLJ z
k / Ik - 4s$ / 44D / /. / / /� k/ y k ' / / / / l / / / / / / l ---� z
-/t k /. k!ik�. ,...� "k. _�. 4/'. k_.,� >..,, U Z
k k l l 'kJ I I 1 z 44 /// k /////k� k k k k I/ / / / / / / / / H o
l k k .g`Ak �.;/U
dy 3 / k k /..14�
4,2o.5o RE k k � /`/ A\ �. /� % % � / / � / / � � W � o
-k�T �4�4e.7 16W \ \.�- i ._:/.
44 / f k /�//.k_ �' k �. PROPERTY BOUNDARY (TYP.) o
k / e/ kl I III O �jGAR 4ok \ k/�// /kttk/k Q
k n
a.
&&& / . ` gzo.5o EFE " k //� j k ✓/ k / k k k k R/k .
k / I k l 43g.67 BSrh 4 f 41 ////k f . /k //j k./ k /k/j' I I / / / p� M
Ie/ A \ LOT k/ /k/ k // % / k k k 5/ / / / O LJ.J
k / // k / k / �/ N
/k / J k / I k YD 76" \� 69 41g.83 GAR k /, % /� /jk / / / k / % k k / k / k I k 420.5o FFE // 43 // / /k k E k k r XISTING WETLANDS (� P.) I
k/ 4 �/ - E ;E w o
k./� - 1o. 7B k �. - �/ k S-- �- i_�'. k ✓ / / GLPHI S ALO I /
k' k k \ k / /k/ k k- f k , � / I /
.LOT / / % -���- /e �. - k k k " I l " �5 'O 6"F-
k / \ $8 / k �. /�/ ./ \ W E
PROPOSED DRAINAGE SYSTEM (TYP j �x / / / k. F k / / k/ N / E k PROPOSED 12" HDPE ROOF/YARD DRAIN \ / k
/ k k, k. � IN FEET I / a
k / SYSTEM w/zo' PRIVATE EASEMENT (TYP.) \ /S�/ / //k k k k /k y / I ( /) I \ 106 NO. U
l I
k k /k. / / . / / k k E k / k 1 inci� = 0 ft./
k/ /�/ k k / k �,/ / �I i I / I / / l 182150
k
k
J k k. . k / k / / l / l / I I I I \ SCALE
k
3 � / � �� I=30' o
�'�: -
�. /k/L. [.��. / 11 / k E - .k k. ------ - SHEET NO.10
n
rr
PROPOSED VDOTASS RIPRAP OUTFALI
w/GEOTEXTILE FILTER FABRIC UNDERLAYMENT
WALL_,,-'�L=16', W1=7.5', W2=i8.5', D=i.S' MIN.)
i
\ PROPOiED LATVATCLASSA OARSEA'GGREGATE OUTLET V / / / / / \ / / \ /
F PROTECTION w/GEOTEXTI LE FILTER FABRIC UN DERLAYM ENT.
FABRIC TO BE KEYED INTO EX. GROUND 9" MIN. AT ENDS &
ALONG PERIMETER. FABRIC TO OVERLAP A MIN. OF 9' I
' & /
E 6''. /D =18" MINI I .) / LITYPROPOSESW CI
MAINTENANCE EASEMENT FOUT AL
4,SEE VSMP PLAN
TION
DESIGN INFORMATION I
I
I
R H R V
FU UK E LN I II��'TASHV✓OOD BLVD.
77' P BLICR/W
--------------
t E
\ � F e
W E/ \ \ \ \ \ \ \ \ \ �s� sss�s Is s s s s�
/ �/'tk� /Z _ \
E E k� PROPOSED GR EE NWAY (TYP.) \ \ \ \ \ \ \ \
:RVED ST EE P SLOPES
XISTING STREAM
BASED ON NEW \ �/, �, v �/ / ��y� — —\ \ V O�
BLOCKS 9, lo, & u E \ I \ 1 / I cj Q�
)THE SATISFACTION OF \ E
SECTION 30.7.4(b)h
— �� V I
F
T ivy \
GRAPHIC SCALE
30 ° i5 30 6o
( IN FEET )
1 inch = 30 ft.
PROPOSED VDOT CL. AI RIPRAP LINED UPSTREAM ENERGY
DISSIPATER, WITH FILTER FABRIC UNDERLAYMENT. FILTER
— — — — — / FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM k
/ OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE
STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERGY/
-
DISSIPATER DIMENSIONS: 10' LONG, 10' WIDE AT THE
CULVERT AND, 1$' WID ATHE EN . STOjJE THICKNESS=1�"
/ Y�
V
PROPOSE VDOT STfJ. COfVCRETE
HEADW LL WITH 45° WING WALLS U)
PROPOSED 3-3 E T- o \.
I
SEE SHEETS 0FOR 3� x
/ DESIGN INFORMATION
1 6
Lu
/ aoc
1 I I I I 8°B 8o Li
M _ 44° 5
39+25
p 39+50 8A — — — 4
7. ' \N
I 40+00 ---�_ W —
EXISTING W - `N q4+oo s
/ EXISTING p HER AVENUE 4O+$O W. \ W - NI
UBLICROAD 74 3,
93''.., t-I R/W —+00
v _
1 — 41+50 7z.
�_ � 4z+oo 4z+So 43+00,
— \ ABC}1ER AVENU '
PROPOSED PUBLIC ROA I
\ VAR WIDTH R/W 6A 75
i 7 \
44
� � r \ -' I C yoq
403
43°� /
7 2 4
4
0
•
1
\ \ PROPOSED DRAINAGE SYSTE PROP SED T STD. ETE
\ \ \ \ I I �� ADWA L WITH 45° WI G WA S LINO
-' PR�po ED DOT CLASS
I COARSE AGGREGATE OUTLET
401 PROTECTION w/ GEOTEXTILE FILTER
PROPOSED VAR. WIDTH 40° / FABRIC UNDERLAYMENT. FABRIC TO
\ l
/ \ DRAINAGE EASEMENT I I / I ( EBE KEYED INTO EX. GROUND 9" MIN.
J v i o AT ENDS & ALONG PERIMETER.
PRO�OSED VDOT CL Al RI RAP LINED OO NSTREAM OUTLEY o FABRIC TO OVERLAP A MIN. OF 9"
PROTECTION, WITH FILTER FABRIC UNDERLAYMENT. FILTER ., // (L 10', W1=6', / W2`6', D=18" MIN.; FABRIC TO BE KEYED INTO THE EXISTING GROUND A MINIMUM \ / ��/- d I I
/ OF 9" AT THE ENDS AND ALONG THE PERIMETER, AND THE I \ :SEE VSMP PLAN FOR OUTFALLTRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF 12". ENERGY/ \ I ESIGN INFORMATION _E
/ DISSIPATER DIMENSIONS: 16' LONG, 15' WIDE AT THE (WP020200004)
/ CULVERTAND 21' WIDE ATTHE END. STONET,HICKNFSS=18" / , J „ i_ J, :�i i - ,� A_
Lic. No. 035791,E
10/14/21 'Ad
Zw
Z
O
F
u
p
Z
J
Q C
�(
L
J L
O
LuZ
`
Vl
[
>
L
W
I
Z
� W
�g
J
S Z
= i
O m
L W N
� w
m Z
L Q (D
w Ln
.d
W
Lu
,>
c
0
6
c°
W
O
O
v
O
O
NN
w
O
O
n
N
N
."-i
o�
••+
O
tto
.+
O
to
Ln
N
N
o 0
a
C
J
VJ
L
�
y
A�
J
1 _
M
=
z
N Q
® M J
L
N
O GL
0
N
N
Lu '� z
W (D
L9p 0 z
J T-j I --I
z
U 016
w Y (D
W U o
O
ul
W J
W
� J
JLu
0
�0/
( LL
0 O co
O
N
U w
J
ti
F
W
w
a
U))
JOB NO.
182150
SCALE
1"=30'
SHEET NO.
11
�,TH OFF
k YD 76' \\ 691 8 GR R
�49.3
4SoFF.F ,. 43 /` /k /k k
/ �/ k' k
4107 B
�SCOTT R. LLINSZ
U Lic. No. 035791,E
LOT
/ /e
10/14/21 w4
``\PROPOSEDDRAINAGE SYSTEM (TYP.)�/ �_
/// k j
PROPOSYSTEM wSDROOF/YARD22" HOPE D io'PRIVATEEEAS MENT(TYPN \
ONAL
\ /k
/
_4r k k_ .�. -. I _/.� r .. „4?//� /kid/. k/
k k
/ l I k. /k /k k/ k k
///
H
Ln
F
H
j /�/MATCHEINE SSE SHEET so'Ilk k k k k
Z
YD-�
4oB
oJ
O
V
><>
OO
U
U
/kk-.
\ k. / k / k/
k / e
V/
w
k
z
O
O
o
V
of
O
a5
z
O
o
J
m
N
E
O
>
(lIUQUU<W
H
,Zi
¢
W
d
W
¢
W
¢
W
m
Q
(7
/ kEE:
k.
LU
N
E
4oDk/ �J�/ / �..F -/ �k/,kF �.-."k /_,. k
w k v k / k h
(%� / / /
���k� k
W
LU
Ln
LU
LU
In
w
LU
LU
LU
LU/
k k \ k / k k
PR/OPOSE�zo�P�VATE/ � � � k i i ��/ i� � k
-0RAINAGE EASEMENT
PROPOSED zo' PUBLIC / I �. / /' k �� k DRAINAGE /' / k
E// .E / k / \
N
N
N
0
;j
;j
N
N
/k�\_\/k
I I - /. k ,I\k k k kli /. k k/. kx, . k k \ k / k k /
- - Y
W
ClO
O
IT
O
00
M
o
o
O
EXISTING STREA
/
k / tiw1-YL9
39V.
//<,
1 /
CY)//.'•��k���
k.,� / /
/cy))
VJ
N
k Ix.�.k.. I. k j/k
M
LL
-k- /
I I /
E
N
1\
k /r-EXISTING k / k kI k kI /
>
,
ioo-YEARfLOODPLAIN (TYP.)- k
�..- _.._�.'
k' �\1 ROPOSEDGREE WAY(TYP.),h�
/
J
/ /
k k / \
F I I k k 1k /k �e k k j -, '�k�� titi�. k /. k/ k/ k /k l /
I k k -�9y / -/k /
i
U)
>
`;+
d
a-
k / k \ k / /
k k w
k k k _
I CC! k. 37a k \\k k� k l / / /
(LU
D
< k ROPOSED DRAINAGE SYSTEM(TYP.) (\ k k k /
�/ k k k / 0�
k k
lO. -.k Ilk k k ' F _/k�../k-.. _. .\ /k k k ` • k k -.I �. / l l / / I / / ,.C�
O
J
O
T-
Z_
Q
k k �
1 k k �1 / k . g9
_
Q
�/\
k PROPOSED VAR. WIDTHS 994 \
DRAINAGE EASEMENT k /
oZ
�� I `O
1 gill r / i u .k.
k k� k l k�k k�k. k�/-\\�k E E
1
Z
�'
k
�k E
/■� /
i / k.k./ l
k
k\E E
k� l/k Ikk �-.�k
��
kk/��, /
k
Ii � I� k-k.
�kk//,k.k
L�LJ/l
U
OJ
�VQ
/a . _k
.k _k_���-.
.
k k.•
�
Ul
K\
LJLJ
EEE
FkE�E
. k
k l k , k , kEt k
1
'� \
LU
LU
/-
k k k XISTING ioo-YEAR FLOODPLAIN \
\ \ -
Cn
~�
k
•
�► O �/ k / \ —
k
/ / \ \ \ \
LU
O
PROPOSED VDOT STD. ES i & RIPRAP k I / /
CHANNEL OUTFALL SEE VSMP PLANS
[�
FOR OUTFALL DESIGN INFORMATION k I / / / / / \ \ __�
'/
/ k (WP020200004) k , k k /
/
QO/
�
LL
k 0000
C]
co
10-10--� \ �—
/ ■ OO k / k \GPAPIIC—SLALE
G
/ PROPOSED VDOT STD. CLASS 1RIPRAPOUTFALL k/0000,
% / I w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT k 10000
24', Wi=6', Wz=iz', D=iem�/
a(L
F
w
U))
JOB NO.
( IN FEET i
'-- -- -
1 inch = 30 ft. / � -
182150
SCALE
000
lu 30,
SHEET NO.
-10000
� � — — - - -
12
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE
PROPOSED TO BE STATE MAINTAINED:
i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT OF WAY BEFORE BEING COVERED.
iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE
MATERIALS.
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND
APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.
v. PLACEMENT OF BASE MATERIALS INCLUDING STONE DEPTHS CONSISTENT WITH THE APPROVED PAVEMENT DESIGN
PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE
PLACEMENT OF PAVING COURSE AS SOON AS POSSIBLE.
A. CONSTRUCTION OF PAVEMENT INCLUDING DEPTH AND DENSITY UPON COMPLETION AS PART OF THE FINAL INSPECTION.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE
PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT
THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE.
GENERAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUC77ON INSPECT70N OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE
MADE BY THE COUNTY. THE CONTRACTOR MUST N017FY THE DEPARTMENT OF COMMUNITY
DEVELOPMENT (296-58,52) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF 77-IE ROADBED SUBGRADE, THE
CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON 774E SUBGRADE SOIL. THREE (3) COPIES
OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF
10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE
DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC
RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL GR-z2A
DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL
WATERCOURSE. X 27Y4' M■) - 28-Y4' MAX RAIL HEIGHT
4. GUARDRAIL LOCA7ONS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIATE END
TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONS7RUC77ON. ADDITIONAL GUARDRAIL
MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY 6'-a" 3•r r-IK a-+'h'• a•-T�x a'-ih••
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL
BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF N K
GUARDRAIL, AND ROADWAY SHOULDER W7DTLIS SHALL BE INCREASED TO SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES I I I
SHALL CONFORM TO VDOT CG-9(A, B OR C).
6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES
SHALL CONFORM TO VDOT STANDARD PE-1. -2 GR•2A
7. COMPLIANCE WITH THE MINIMUM PAVEMENT MI SHOULDER WIDTH AND DITCH SECTIONS, AS Y•o" PGRGROST 2 SPAPPHO) aI POST SPA RHO)
SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO. MAX DYNAMIC DEFLECTOR - a' Ma DYNAMO DEFLECTION - 2'
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALlDA770N.
SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION,
THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND NOTES:
PROPERTY NUMBERING ORDINANCE AND MANUAL. cu Y AND CAN BE A SHOwn ON DURING C ARE *PROMOTE
F AND
� I
MY AND CAN TI MAblm PL CONSIRICTIRO f AND
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY AS DIRECTED BY THE ENGENDER
THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE M DETAILS R POST AD B WKWTS SEE SEEN ND. SOLOS • USi� NESfTEED PEAL °° ' LUNGE �fIONAL. NOO
FOR DETAILS R PEAL ELEMENT RAL SPLICE ANTD FINALONOM BACK OF PT
DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS ASSOCIATED HARDWARE SEE STET MS 501.01AMS SEI02.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN RAL ELEMENTS ARE FURNISHED FLOP CI FOR RADA M FORMIEN R-2A T PEAL T PACIADDITNG VI R L S PLACED O BACK OF POST
ME HEST THE POST $PION: WELL E 5'-a•.
SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. BETWEEN 0 FEET AND IN NET.
12. VOOT STANDARD CD-1 OR CO-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE ALL GE SET Pat3 9 VW BE SET PL B. T SNKL
NOl E ET WITN A VM6ATIM R YOE THIN PER iBE
SUBBASE MATERIAL AT ALL CUT AND FILL TRANSIT70NS AND GRADE SAG POINTS AS SHOWN SET VE&OWE W-BEN.BMERTS.NO PWT SHAD BE
SET AND KCM:O WITHOUT KTERATS. DI FORME, M PER
ON 7HE ROAD PROFILES SECTION 505 R THE SPECExATIO16.
ALL GR-2 AND W-2A Ra HILL BEMANYAIED AT A
HEIGHT OF2TR;" MIN - 28 " MAX AS MEASURED MR
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE STANDARD GRGS.
DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPEC77ON SHALL BE ALL W-EN Ras SHALL E LIMITED N THE DIRECTION OF
Y.
CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPEC77ON PROCEDURE AND WITH A THE OPPTIOONALL TRAVEL FOR
Y o OFTHE NESTINGTARE Ra M USE
VDOT OR COUNTY INSPECTOR PRESENT. STANDARD CGR-2A SHHUL AALLL°Hi AP ROVED BYTHE
TTHEENGNEER
PRIM TO NSTKLATION.
ROAD NOTES
GRADING �voor
READ AND MINES STANDARDS
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, 7HE ROAD & BRIDGE STANDARDS BEET I W 2 REV191M DATE
OF THE WRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICA7ONS SHALL GOVERN 7HE MATERIAL 601.0
a a/M
AND CONSTRUC770N METHODS OF INNS PROJECT
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM
7HE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WI7H SUITABLE
MATERIAL TO 774E SA77SFAC77ON OF 774E ENGINEER.
J. ALL GROWTH OF TREES AND V£GETATTON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE
EASEMENT. 07HER TREES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD
INTERSECTIONS SHALL BE REMOVED.
4. ALL W7GETAT7ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE
CONSTRUC77ON OF 774E SUBGRADE.
DRAINAGE
1. ALL PIPE CULVERTS, EXCEPT PRIVA7E ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A
MINIMUM COVER OF ONE (1) FOOT.
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE
PLANS, OR WHERE FIELD COND177ONS INDICATE.
3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND
HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE
M7H 7HE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICATONS UNLESS 07HERWISE N07ED
ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF 7HE
ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER
COURSE.
PAVEMENT
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBM17TED PRIOR TO 7HE PLACEMENT OF THE
AGGREGATE BASE MATERIAL. IF 774E SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE
REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY 7HE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON
BEFORE BASE IS PLACED.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS
REQUIRED GRADATION FOR TYPE 1, /1, OR 111 PRIOR TO PLACING AGGREGATE BASE.
4. 7HE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT 7HE
SURFACE COURSE IS BEGINNING AT 774E COMPLE77ON OF 774E INSTALLA77ON OF THE AGGREGATE
BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL
REQUIREMENT WILL APPLY.
5. 77-1E USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE
SURFACE TREATMENT IS APPLIED.
7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME
COAT RC-250 0 0.3 GAL./SQ. YD.).
8, BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE W774 CURRENT ViRGINIA DEPARTMENT OF
TRANSPORTA77ON SPECIFICATIONS.
9 ENCROACHMENT POSTS WALLS SIGNS OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT
ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE
RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY
VIRGINIA DEPARTMENT OF 7RANSPORTA77ON MAY BE LOCATED K17HIN THE STREETS RIGHT OF
WAY.
ALBEMARLE COUNTY
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY,
INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED
FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS
DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT
WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL
GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND
MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE
REASONABLY OBTAINABLE, LESSER SLOPES OF J.1 OR BETTER ARE TO BE
ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN
IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED
NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE -CLASS W.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLAT70N MUST COMPLY WITH
OSHA STANDARDS FOR THE CONSTRUCT70N INDUSTRY (29 CFR PART 1926).
FLARE RATES
DESIGN
SPEED
INSIDE
SHY LADE
BEYOND
SHY LINE
YARN
LIFE
LS
FLARE
RATE
RARE
RATE
TO
9
MIT
1511 a
SO
IF
16:1
U:1
5O
6.5'
21:1
IUI
ILO
5'
1NI
SPI
DO
Y
13:1
Tt
•SWLLSIN
FOR SEW-RGD
MNMN ILPME .IL
BARKER SYSTEMS.
A COPY OF THE DNONK SEAEO AND SIGNED DRANK IS ON FLE IN THE CENTRAL WFCE,
SPECIF"A"'.
STANDARD BLOCKED -OUT W-BEAM GUARDRAIL
REFERENCE!
(STRONG POST SYSTEM)
221
VR%MA DEPARTMENT W TRAIRSPERTATIM
)TN OF EN
EXPANSION
V ROW LINE
ENTRANCE WDTH
W LXPANSIM ANT OESRARE M"M'
5 ABSOLUTE MIMMW C•
WIN OF
LOTS W PEESIIWN® _-- R" 0 LIMITS W REGISTERS
ROUTE - ACCESS MUTE
UNAVED SP/� TOR-TMVEESAt<E UNPAVED SPACE
MTN OF
Ew R NON -TRAVERSABLE .' LM1T5 OF PEOEST M
55 ROUTEU" SS Bm IE
PEDESTRIAN ACCESS ROUTE DETAILS WITH 4
WITHOUT UPAVED SPACE
ADDITXNAL RIMT-R-WAN B REO ED F THE LYITS
OF PFDESTWM ILGE55 RWTE EXTENT BEYOM EIOSTNG 1'-a"
M PROPOSED VDOT RIGHT -OP W . U'I
M PEDESTRIAN ACCESS MUTES PROVIDE A CONTINUOUS . s.
UNINSTRUCTED, STABLE, TOM AND SLIP RE95TNT
PATH CONNECTED ALL CUMELEMENTS R A
T T
HALF PLAN
FILILRY TMA CAN E MPROILMED. EN ERED
USED BY PEOESTRINS.
ANON. -A. ..
R F PEDESTRIAN ACCESS RUE■ RRBENIW
PROVIDIIZT
"B-B
.OIs
REQUIRED WITA MMAN2MCIOS4OPE
SECTION
WREN USED N CONJUNCTION WITH STANDARD
UNPAVED SIDEWALIL YIQ
STANDARD
STAR AR CIS T. LINE CURB FADE M MATCH
CIE.RBABC fIIXIRAADW TCM
PARABOLIC
Z•�••
cugvE
•'i, •a, .
®
>.
WYW
MaX ro Gx cRAHOE
s.
••••. .Tdr
,Ne. a§ S89Y6R4 Ro�uEP PPe
.e. a. .a.
I.E.S.)
SECTION C-C
5' AGGREGATE BASE
DLMS Al WK.
TYPE ISZE 2118
.
5-D-
PO
5'd A ET OF GRADE CHANCE
12X MM. SL WE
B AHO GVfTFR OIAY N
N•�
• K E E MAtlYW N ARE Ai MINIMUM D• INTERVALS
RENKK.GUE UTTER
SURE COXOM50TLY
MINOIEASE
E i is Y MAWUY DEEME N SLOB FOR FIRST C'NTERVK NO
6 X MaNIM DECREASE FOR SUCCEEO D UNION q' INTERVALS
SECTION A -A
SECTION D-D
MOS
STANDARD ENTRANCE GUTTER
REFERENCE
REFERENCE
SEE
DATE
'IS
MUCHA DEPARTMENT OF TRANSPORTATION
rJ
TOP
CURB
R
.A 13" 1'G 1•
,.:
ya •-
-1' 1 6" 12'
STANDARD CG-6 STONE#57,BASE UNDER CURB &
CURB &GUTTER CHECKED BY VDOT PRIOR TO
NO SCALE PAVING AND/OR BACKIFLLING.
(5' MIN.)
4" CONC.
3000 psi MIN.
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
CG-12
HOPE: CONFORMS Of CURB RAMPS CONSIST d THE FOLLOWING
W-D
NOTE: COMPONENTS W CURB RAMPS WANT OF THE FOLLOWING
NI CEMENT EDEWkK (DEPTH N NCIES.MEA N SQUARE YARDS)
XYCWN C CEMENT SEfWILK (DEPTH N NEWS. MEN IN SWAGE YARDS)
GENERAL NOTES:
D°ETEC Ib ERWA°URINNC SURFACE R(�A IN LINEAR FEET)
IMES)
GENERAL NOTES
CURB
SURF%GE"(AA A NN NURSE FEET)
BLE SECURED
SIDED
1. THE DETECTABLE WARNED SXALL BE PROVIDED BY TRUNCATED OWES.
EACH OF THE ABOVE ITEMS IS A SEPARATE PAT ITEM AND SHOULD
1. THE DETER/BE WARNING SMALL BE PROVIDED BY TRUNCATED DOES.
EACH OF THE ABOVE ITEMS 15 A SEPARATE PAT ITEM AND SHOULD
2. DETECTABLE DARING SHALL BE i6EH ILK MTLWKE APPROVED LIST FOR
BE SWYARIZED FOR EACH CURB CUT RAMP.
L DETECTABLE WARNING SHALL BE FROM THE APPROVED FOR
BE SUM IMIZED FOR EACH CURB CUT RAP.
DETECTABLE vMMC SUFFICES. PRODUCTS HOT LIST W SHALL MEET
AXE REOREMENTS OF THE SPECIAL PRO`HSON FOR CG-12 DETECTIBLE
SIEWKK RUMP l I YM
Vdt NAIL
HOT T
TECTMLE WARNING WAGES. PRODUCTS NOT LISTED SHALL MEET
REWIREMEMS OF r1E SPECIAL PROVISION FOR CG-12 DETECTIBLE
DLIfKK RNP 12:1 MAR
VEV MM
WARNING SURFACE AND SMALL BE SUBMITTED TO THE STANDARDS AND
WWl'1'E
WCOXG SURFF UALLL BE SUBMITTED TO THE STANDARDS ANCI
SPECIAL DESIGN MOTHER FOR NYROVK.FOR
YCTMIN
I�
5. SLOPING SCES W CURS RAW MAY BE FORMED IgNDLITXK:KIY WITH RAMP
A'
.1. SLOWING SIDES W CUY REAP ANY SE Pd1RED WN0.VNICALLY WITH RAMP
N
FLOOR OR BY USING PFLW6 CONSTRUCTION JOINT WITH REQUIRED SINS.
a'T��
FLOOR dl BY USING RRNISS[<E CONSTRUCTION JONI WITH REOMED BARS
'�
V. IF RAMP FLOOR IS PECAB I. HOLES MUST E PROVIDED FOR DOWEL BASS SO
THAT ID.A]IIC FLMm SDES CAN BE LAST N RICE INTER PLACEMENT R
' a.. MM
D
A IF RAP FLOOR IS PRECAST. HOES RENT E PROVIDED FOR WEE- BARS SO
THAT EARNED ROES NC GIST SUNS AFTER RAmAENT R
D YM
T RAP F T N A -a.
BECAB MOOR PRECAST CONCRETE SMALL E CLASS
TYPE A
ST RAMP HM
PRECAST RAMP ROW. PRECAST A•a
PRE ABCONCRETE SXxl BE CLASS
C
TYPE A
AR T K" T R i R
5. REQUIRED SANS E 0 E HO 9 0 PLACED CENTER 0 GENTE AOXG
RP N I ARPERPENDICULAR
PE E D CUL
BARB T % "P V CENTER T CENTER
E EOUEO MILE 0 BE LO 5 B LACED CE E 0 CE E KOD
W R F O - F Y
BOTH SIDES THE NP L OR YD DEPTH W SUMP LOIN AMNIA
CONCRETE COwR T/i'.
'A' YS
TH SITES OF RNIP FLOOR WO -DEPTH OF RAMP FLODI. W
0p K R MINIMUM
CONCRETE COVER Th"•
+I.
' T;
6. CURB / CUS AND GUTTER SRC TRN CURS RE) MITT TO CURB RAMS
ME NDLIAED IN PAYMENT FOR CURB /CWB ,M MITER.
! S'
� 5'RFN
N OOPS / CURB IN DIETER SLOPE TRANSITIONS ADJACENT TO CVHB RAPS
ARE INOUDED N PAYMENT iM CURB /CURB AND GUTTER.
5'NN
T. CURB RAPS ME TO BE LOOTED AS SXOWH DI THE SUNS ON /5
MAN
�'�-
). RAPS ME TO BE LOOTED AS ON TINT R ON /3 DIRECTED
M A%
ERELTEO
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT NTERECMNS WHEREVER
AN ACCESSIBLE ROUTE WRHN THE WENT R WAY R A WNWAY FACILITY'
12't Y A-
BE
BY THE ENGINEER. THEY ARE 10 BE PROVOFD AT INTERSECTIONS WHENEVER�-
ROVID EC
M ACFESSBLE ROUTE WINN THE RGET R WAY R A HIGHWAY FACILITY
CROSSES A CURS REGARDLESS OF WHETHER SIDEWALK IS EXISTED, PROPOSED.
CROSSES A CURB REGARDLESS W WHETHER SIDEWAUL 5 EXISTING, PROPOSED,
ON NOEXISTEN T. THEY MUST BE LOCATED MINE PEDESTRIAN CROSSWALKS
AS SHOWN OHR.WS OR A3 DIRECTED BY THE ENGINEER, AND SHOULD NOT
TYPE B
OR NONEXISTENT. THEY YIAT BE LOCATED W1TMX PETIESTIWN! CROSSWALKS
M SHOWNM 0.AS OR a DIRECTED BY THE ENGINEER, AO SHOULD HOT
TYPE B
r SAW MITES
BE LOCATED EIMD S�
PAR
PARALLEL
T STOP T T v FR
BE LOCATED BERM VEHICLE S 0 LIES E NG IRRI 0.E5. E
WW t3 PROVIDE A
PARALLEL
E A INN RAg115
HYDRANTS. FLOP INLETS.T A
INCLUDES
M S, 0 ETC. MCESSBLF ROUTES PROVIDE CORK
ETC PROVIDE
LN]B T 1 D T L NO T PATH CONNECTED AL
S Rm E S AB E FAIN SLP RE56TAN m NE
T � P FACILITY THAT
ILLESSBLF ELEMEN S ° A ACU CAN E APPROACHED, ENTERED
V "Q,
• ^A! A•V''1N � ,8
/ . A n
is I , r
NTWA11T5 ROUTES CONTINUOUS
ETC. ACCESSIBLE ROIi S
VILE , E E
LIN>05 SUP
ABLE E0 STALE F A NA P RESISTANT PATE CONNECTING EN ER
59if ELEMENTS OF A FACILITY THAT C BE APPROACHED, ENTERED
ACCESSIBLE Ao N
'L?•'MI
P IA
A f 1
e'kY �tt r r
NOR USED B Pf0E5rRW15.
0
. 11 �VPEDESTRIANS.
Y I/'•A'!
� Ie�Vc t
MO USED BY
�INIPV ry14 M' V'
0. REPS MAY BE PLACED ON flMIK OR iNGEX1W SECTIONS PROVIDED THAT
I(� l�S
\MIA
E RAPS MAY WE PLACE ON RIOVL OR TNGENDA SECTIONS PROVIDED THAT
V�iT Sc'�Y �rX
1R 1MF'Y'
THE CURB OPENING 5 PLACED WITHIN THE LOTS OF THE CROSSWALK AND
THAT TIE SLOPE AT THE CONNECTION OF NE ONES OPENING 5
�'-�
T 12"1 MM L P
THE CURB OPENED FSRILE° WREN THE uYlS OF THE CROSSWALK MD
THAT DE SLOPE AT THE CORRECTION OF THE CURB OPENING K
12'I�N L m
PERPDGLTAM TO THE NS. S. % XT~�
PERPENDICULAR TO THE CURS.
5' �
9. TYPICAL CONCRETE SDEWKK 15 V" THICK. WHEN THE ENTRANCE RADICNNJT
Y
N 1MCK cBNC1E}E SDEWKK 5 a" TICK. WHEN THE ENTRANCE RMICMWT
THE
TRAFFIC MiERTTO STANDARRNING D CO-1331CONNING& ENTBE R
ANCE TED ANCE (HEAWTRIMR
A,�
ROTE TRUCK
TRAFFIC STANDARRNED D CC-113 COMMERNTS CIAL ENT A� IKAVY
-ME
TBIIX YRKFIOI FOR CONCRETE DEP1N.
AT 2' HIGHER THAN
T EDGE CF PAVEMENT
TRUCK TRAFFIC) FOIL CONCRETE DEPTH.
Ai X Y' HIo1ER TXN
'T EIXE OF PAVEMENT
D. MEN CURS RAMPS ME USED N CONJUNCTION WITH A SHARED USE PATHN
` AT XX , SAME AS 1W R CURB
V. WHEN CURB REPS ME USED N CONJ ACTIN WIN A SHARED USE PATH.
\ IT XX , SAYE AS TOP R CURB
THE MINM AJ W07H SVKL ME THE WON W THE SHARED ME PATH.
THE MINIMUM WIDTH SHALL SE THE MTN OF THE SHOED IRE PATH.
N. MEN ONLY ME CRAB RAMP G PROVIDED FOR TWO CROSSINGS (OAL'ANK).
TYPE C
TL WHEN OaT ONE LUDO RAP 5 PROVOEO FOH TWO Ma5NC5 IDIMCN/L),
TYPE C
a' a' PR T
A • LNp1G AREA SNKL E OVOEO 0 MANEUVER A WHEELCHAIR
M P RP N
P ALLEL & E E OCULAR
♦-1 v A VI T fl
A INCNG ME SHALL BE PROVIDED 0 YAEWER A WHEELCHAIR
PARALLEL 6 PERPENDICULAR
T N T T AY. T I' Y
WHO HE CROSSMIK WTNW GONG INTO K TRAMWAY. THIS a
M WAY i GUTTER PM.
4WONG AREA NCLl1E K W E
I K T INTO N. TMV AY. I' 14'
MO M CROSSWALK WITHOUT GOAD 0 E ELM THIS
LANDING AREA ENT MILLI THE O)rtER PAN.
-
b
N! T A D
Q. ALL CASES MERE CURB SUMPS ERSEC RAOK SECTION OF
STREET CONNECTIONS RA THE R E FIRE
WMMIO SURF SNKL HAW A iM:TMY FLAB M E FIELD
WARN AT SURPRISE SHALL
AW RI$
-HOOFED M RECOMMENDED BV THE MMAFCTURER 10 MTCI(
TRUNLAEO DO MU
C-C12.
6
0 0 0 0 0
R
ALL CASES WHERE SUS SUMPS INWESTTERSECT A THIS SECTION L E
CBRB Al ENTRANCES S LL STREET CONNECTIONS DE DETECTABLE
WARNING SURFACE SHALL HAVE A FACTORY RASE M BE FIELD
-IDOFED M RECONEYEO BY THE MNNFACTYRER TO MATCH
TRUNCATED CORE
m
e3
I D 0 0 0 0
I
THE BACK OF OWB�-
A 0 0 0 0 0 0 0 0 0 0 0 -
TIE B,EYL OF MB.`-
i o 0 0 o O O O O O O O
LAMNG SUMP ,
0 0 0 0 0 O O D 0 0 0 0
Y
o 0000 D000 D00000
O T;
y o00000000000000
LAMING SUMP ,
0 0 0 0 0 O O O 0 0 0 0
Y
0000000000 DO oO
u T
: 000000000000000
00000000000000o
000000000000000
eF o00000000000000
+� o00000000000000
X- X
O 000 O 000 O O 00 OOOI
%- X
TR O O 000 000 O O OOOOOI
DETECTABLE WANED 0
DETECTABLE WAND
AT BALK W OARS "t a•
SEE NOTE 12. BARE gAMTFR
F WIDTH r F
I VARIABLE FULL W D 0 RAP Lodi _
AT BALK Of CURB 'nP
SE ANTE O. BASE OANETFR
vM,ASLE FRILL wDIH OF RNP RatlC _
DETECTABLE WARNING TRUNCATED DOME
I T
PAY LIAR s
DETECTABLE WARNING
DETECTABLE WARNING TRUNCATED DOME
PAY .IMI15
DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL
TEN
INSTALLED ON A RADIUS DETAIL
N
CG 12 DETECTABLE
WARNING SURFACE
SPECIF'CATIO!.
R EREN E
`�I�:
CG 12 DETECTABLE
WARNING SURFACE
SECIFCATIM
REFE ETOC
ROAD AN`Rm�S ANOxe3
(GENERAL NOTES)
VROPM.A DEPARTMENT W TRANSPORTATKN
RDb AHENRD
(GENERAL NOTES)
VIRGINIA DEPARTMENT W TRANSPORTATION
ros
SO2
D5
Sm
SHEET 1oF s
REA3KN DATE
07/6
s¢ET ,a< 5
REVISION D;1E
07/15
]Days
:n3.U3
I I
W Al 0STREET MPRON]I SAE SURFACED
(RUCLA TO BEM AS MOLIE ROADWAY (SEE ANTE 61
SHOWN ON PLANS C C
SUADUS TO BE AS
/ wwwarGH
SHOWN ON PLANS)
MISS A ERR
/ CO-6 L NOTE T)
I
SE NOTE
'WE NOTE m Be^ rill 9r _ S'
NOTE: WIDTH 9' Y-O' OR AS W WIEK WOADWAY
SHOWN M iYPICA SECTCAL AJ
PLAN VIEW
MNLME WGMWRT SLOPE
I& FR MLMO IC CLAIM
EWE R SHO LDER W
WTIdIN. ROW 11E-P
YAYEIIE ROIOWAY -====
Bt YAK B
S R` DLWIDE I o
GENERAL NOTES
1. MEN CO-H 5 LSFC F pNEODpBS, TBE
CONNECTION! REBT Ix N°.IGWNMCE WITH
AAWITO POLSC AND REDMIEMNTs
R THE MIT ROM ERI . NNCIUDRNC SGNC
DISTANCE IEOWEIENM.
2. WHOM THE E TR,INCE RACE CANNOT ACCOWODATE THE
TUOND REOIWD0R5 W ,MHNIPATED HEAVY TRUCK
NgfHETOM° S aiT°AIE SIDIIRANISCLLMO SE REPS
INCREASED TO r.
O. MEN USED N CONJUNCTION WITH STANDARD CG-3
OR CPT TIE CURB FARE ON 11R5 STA DAD 5 TO
BE MaISTED TO MATCH THE MOUNTABLE ORS
0]IE,tlIIM,tNL
V. SEE STANDARD ED 12 FMRA CB RAP CESKN TO BE
USED WITH THIS STNDAD.
S. OPTIONAL MORI MAY BEOBS WARNING R A
PORTION R CUTTER TO PRECLUDE MORNING R WAITER.
ENTRANCE NOTES
6. SUNS ARE TO INDICATE MOH C016TRUC11(R1 W A ROW
M &*wEG TO RROVOE POSIIVE DRAINAGE ACROSS
T. MMILIE PAVEMENT SMALL BE CONSTRUCTED EG THE
FL II LEE (E%LEPT MY SIBWME STABILIZATION
ME FOR MMLIE PAV r WHICH CAR E
DIRECTED N THE ENTRANCE.)
5. IU VIAL MEN OR CORRELATION ELSE MC BUTTER
SHAM HOT E Cd51R11LlED Eras TIE R/W LINE
EXCEPT` FOR ERAmENI PURPOSES.
R THE DIVISIONS AND ENSURE ENTRANCE GRACE CHARGES
YI" ,WE LAM IN THE AIOWARE CDNNE GRACE
TASE. THESE VALES ME NOT A P1_CAME TO STREET
M CONSTRIICT GRADE CHIMES WITH A PARMOLIC CRAVE. O CTG
SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES
LU
ENTRANCE VOE
CRUDECHANCE
°-
DESRABLE
4NW4
HIGH I MORE THAN lE VPU
MEOW I wo-um w0
sai
ex
LOW I LESS THAN 6m VPU
OURS AT g .i. .M, 'M' •'• �' NOTE: MLOWMLE ENTRANCE WADE TABLE IS NOT
` C•.• •i. •L •�' i ,VPLIOABLE TO STREET CONNECTIONS
SECTION C-C
METHOD OF TREATMENT -
CONNECTION FOR STREET INTERSECTIONS
AND COMMERCIAL ENTRN4CES
VAGINA DEPARTURE OF TRNDPORTATM
OR•W
NOTES
1. THIS ITEM MY E PRECAST M CAST N PULL.
2. CONCRETE TO E CLASS A3 F CAST N PLANE,
!Om PSI F PRECAST.
S. W TM OAS • °UTTER HAVOC A NAMES
W am FEET M LESS tALDD FACE R CURS
,
SHALE PAID FM M RAXK LdBNAIM
MEN W GUTTER.
N. FOR USE WRN STABLIZEU OPEM-MI°m DRAINAGE
LAYER, THE BOTTOM OF THE CURB Y GUTTER
SEWL E LIRS TIED PARALLEL TO THE SLOE
OF AE was AM TO THE DEPTH R
THE PAVEMOrt.
5, AN1MW CRITERIA FOR THE LIE R CI
5 BASED W ROADWAY DLMSFCATIM AND
R tE,E�NR°� ASYSSOWIWNAL IN M g pX
ON a WBM STANDARDS.
D,
' 6
• M
• 'D C • D ' - 5-------
A
ATTSTIE OPTION CONCRETE
OF
TATTHE CONTRACTOR
COMBINATION 6" CURB AND GUTTER MGM, AD MIME sTAOMoa
VIRGNA DWARIIM2 T R TRMYP9IRTAIGM REVIMOI GATE BEET 1 W
1. THIS NOTES,
EM MY E PRECAST OR CAST N PLACE
2 COAaEiESO WE CLASS AD F CAST N PAX.
S CLUB
M00B PP99WM A RI°NS OF NO FEET M LESS
R FACE R ORBI MILL E PAID FOR M
V. THE DEPTH R MS MY E EDUCED M MUCH
ASO6• DEPTH) M INCREASED M MUCH M
r DEPTH) IN ORDER THAT THE mTTgN
OF CARS COURSE OFTHEINUREMENT
WOODS NSIB'vi ELTHE TW M. A
O TIE ERN 5 TO BE1H" M SHOWN.
NO N THE RARE = B TO E MARE
FOR A DEMEASE M AN INCREASE N DEPTH.
0. CO-2 5 TO E UaCD OR ROADWAYS MEETING
THE REOMEMXTS PER COA M FLOWN N
APPENDIX A R THE VDOT ROAD DESIGN MMAIK.
IN M SECTION M a URBAN STANDARDS,
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
E"E"E STANDARD 6" CURB
m
503 VNEMA OFPMIRIXT R TRNhPORTATW
MXM
REV®01H MlE 1 RE£T , OP i
1
1
- -
0
ME
o'
:
\
I
' I
m
\
1 c \
TRIP GENERATION
\ ' TRIP GENERATION CALCULATIONS
TRIP GENERATION BASED ON ITE TRIP GENERATION
MANUAL(8TH EDITION)
85 TOWNHOUSE UNITS (CODE 230)
ADT: VPD z ENTER 2 EXIT
494 47 47
�\ AM PEAK: 37 VPH (6 ENTER/ 31 EXIT)
PM PEAK: 44 VPH (29 ENTER/ 15 EXIT)
\
\
\ L
\
\
\
\
T v
/
I-1
Lic. No. 035791
) 10 14 21
Q
.. l I �w1
d
_\
U
f
\
\
7
U)
W
ED '
� 1
\�
\\
O
z
0
J
/
r�< v
v
7
>
_a1
F
1
ZLU
1
Pavement Design
RF= 1.0
Location
ADT
HCV
Design
ADT
CBR
SSV
Dr
Surface h a
intermediate h a
Base b a
Subbase It a
Dp
Archer Avenue
3851
2
3871
4
4
19.47
SM-9.5
1.5
2.25
IM-19.OA
1.5
1.67
BM-25
5
2.25
21A
5
0.6
20.13
Eustis Avenue
2665
2
2685
4
4
18.19
SM-9.5
1.5
2.25
n/a
BM-25
5
2.25
21A
6
0.6
18.23
Koch Court
192
2
212
4
4
9.36
SM-9.5
2
1.67
n/a
BM-25
1
1.6
21A
8
0.6
9.74
Flora Lane
1192
12
212
4
4
9.36
SM-9.5
2
1.67
n/a
BM-25
1
1.6
21A
8
0.6
9.74
Flora Court
158
12
178
14
4
5.88
SM-9.5
2
1.67
Ida
BM-25
1
1.6
21A
8
0.6
9.74
BEVELED UNITS n. Ian xl�,Nnn
MFORCEMENT
TO WI'IHM3 MCHF601TN¢LOW6BaLOCKfAC6
10"MINIM
�� AnchD TN Diamond®
/ R \REINPORCEMEM CONNECTION
lV]C (HOEM SCALE) •••-•,,,•¢•n41XfO1'"`
I
101
r.0'N1MCE-_RN._
vrcrxanc..NCG6mE_ I
�easl:INc
1 LEA"oFGEos,NTRENFRNIN�NEA
W"-I-ENTL.P
Woe
r-_ AnchoTTM Diamond•
/ X \[:[EXCAVATION OVERSIZING
CALE:3/e"=PY)
n)IS ,-•-...a....",..`""."`
AaohorT^L Diamond®
X TYPICAL BASE PREPARATION
WX(NOTNSCALE) ,••,•••`�•'�•:,n,ni..
NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR
SUBDIVISION AND SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION.
SM-9.5A
SURFACE COURSE
BM-25
INTERMEDIATE COURSE
-
COMPACTED AGGREGATE
BASE COURSE, VDOT II21 A
ASPHALT PAVING - ROADS
NO SCALE
GG" (TYP J
SEEPAVEMENT CHART
FOR DEPTH OF EACH
PAVEMENT COURSE
TYPICAL STREET SECTION - PAR. XZOTH PUBLIC ROAD R/IP
(AWH COURT & FLORA LANE)
25 MPH DESIGN SPEED NOTE PARKING TO E PROMOED
(MOT TO SCALE) WITH BUMPOUIR ALONG ROADWAY.
TYPICAL STREET SECTION - PAR• X'ISOTH PUBLIC ROAD RI-T
(FLORA COURT)
20 MPH DESIGN SPEED NOTE PARKING TO E PROVIDED
WITH TO SCALE/ WH BUMPOUTS ALONG ROADWAY.
6"WHI WHITE UNE
STRIPING n 'E"AT_,
U4i
6"WHITELANE
PY STRIPING
"iPu,q
36' FY FIC
R;U,
TYPICAL STREET SECTION - 61' PUBLIC ROAIJ R%fY
(EUSTIS APEMIE) NOTE NO PARKING
25 MPH DESIGN SPEED ALONG ROADWAY
(NOT TO SCALE)
1101-01
ININHI
6. STRIPING
RINTNA 4'
TYPICAL STREET SECTION - PARE WITTH PUBLIC ROAD R/TY
(ARCHER AVFAUP)
25 MPH DESIGN SPEED NOTE: PARKING TO BE PROVIDED BETWEEN BIKE
(NOT TO SCALE) I.WE AND CURB WITH BUMPOUTS &ONG ROADWAY.
TYPICAL STREET SECTION - PAR. FIRTH PUBLIC ROAD R11F
(ARCHER AVENUE w/ On-Steet Parking)
25 MPH DESIGN SPEED NOTE PARKING TO BE PROVIDED BETWEEN BIKE
(NOT TO SCALE) LANE ND CURB WIN BUMPOUTS ALONG ROADWAY.
O)
F 1
w 1
f � f
0
U
a
U 1
Q 1
) 1
1 � .
w ,
a ,
LU ,
1 LU
) (n 1
LU D
LO
F
z
w
0
J
i Z
0 f
0 On
w
J "ICY w
I
a
w F
m z
w Ln
. a
i w
LET
I W
I �
O O O O H
N N N N N
W O O O N O O N
0 ^ N CA NO NO .-H
A
MA�X�
VJ
N
® M
N
O/''K'�
W CN
N
N
W >
LLI
� J
® LU
FO/
L.L
ZU
L '
L1J
F_
Ul
ZLU
LU
r�
U)
JW
w
Of
O O
O
N
U
z
,Jj
G0/'
O
C
J_
0
rI LU
0
TT� W
/ , LU
O
U z
0
J
i
0
0
w
J
F
�
0
W
ce
a
_
In
JOB NO.
182150
SCALE
AS SHOWN
SHEET NO.
13
All GENERAL WATER & SEWER CONDITIONS (June 27, 2019)
i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY
(ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE
PROPER ACSA OFFICIALS AT THE START OF THE WORK.
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 FOR THE PURPOSE OF IMAGERY COLLECTION.
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. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE
ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY.
4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE
GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE
ACSA.
5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
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 FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE
DITCHES.
9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR
THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
1o. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
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 SAFE DRINKING WATER ACT).
3.2. 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 COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL
STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS
DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT
WHICH MUST BE OBTAINED BYTHE CONTRACTOR.
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 COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION
SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE
CONTRACTOR.
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 WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS
INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE
OBTAINED BY THE CONTRACTOR.
iS. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY
THE ACSA.
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL.
THE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
BEND
L
H
T
L
H
T
90
2SO
250
3.01
0.24
4" & 6"
45
22 1/2
2.00
1.50
2.25
2A0
2.60
2.52
0.15
U.10
200
2.25
2.50
0.15
11 1/4
1,50
2.00
2.50
(LID
90
3.66
3.16
3.2
0.48
e.
45
2.66
26
2.
0.26
22 1/2
1.66
2.16
2.69 69
0.1313
3.16
291
2.66
0.32
11 1/4
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
3.83
4.00
2.83
0.52
1 /2
2.33
2.58
2.84
0.24
11 1/4
I
1.83
2.33
2.84
0.18
I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPEUNE : CHANGES DIRECTION CHANGES
SIZE, DEAD ENDS AND AT VALVES.
2. USE 25M P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF
ALL THRUST BLOCKS,
CONCRETE THRUST BLOCKS
NTS
FIG, W-3
M-3
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY.
VARIES
-10'f� -101,
5' -10, 5'
WATER SEWER
3E C
LOCATION OF OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)
EASEMENT WIDTHS- WATER OR SEWER ONLY - 20' MINIMUM
WATER R SEWER 30' MINIMUM
• SEE PART 3, PARAGRAPH ➢1 SEPARATION OF WATER L SEWER SYSTEMS.
UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT
90' TO THE RIGHT OF WAY,
UTILITY LOCATIONS & EASEMENT WIDTHS
PLACE 5' GALVANIZED ' WITNESS POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
TO IT DEPARTMENT APPROVAL.
FINISHED GRACE
II _M-ADJUSTABLE VALVE BOX W/ LID
II
U
M.J. GATE VALVE
WATER LINE
d
IA b
1 1
I_ _I
250D P.S.I.
CONCRETE 8 A 2'X 2' BEARING AREA,
THRUST BLOCK d -.
a
A d A
A
< c
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIG. W-5
TD-9
151/2- E 31 W. 1574 CAST IRON CLEANOm FRAME AND LID
301/4' INSTALLED RUSH WITH FINISHED SURFACE
CONCRETE COLLAR POURED
71/2, SEE PAVEMENT
AROUND CLPANOUT COVER
EXISTING GRADE REPLACEMENT
(3500 PSI)
REQUIREMENTS
PVC FEMALE CLEANOUF ADAPTER
WITH INVERTED NUTSCREW CAP OR
FLAT SLOTTED 5f32EAV UP
KOR-N-SEAL No. 5 -10 AWS<
< WITH 10 1/4" BAND
PVC PIPE ME BACKFlLL AND
BEDDING
45" BEND REQUIREMENTS
PVC PIPE EWER LATERAL
FUTURE
- SANITARY LATERAL W1'E
ITI
1-------._..
BOTTOM OF -BENCH SECTION 'A -A' "�C✓� /��//Y
SEWER
A CUSTOMER'S PROPERTY
EASEMENT OR RIGHT-OFWAY
v
FUTURE.
SANITARY LATERALI
(WHEN INLINE LAYOUT REQ'D)
USi IRON CLEAMOUT
1 FRAME AND LIO
LLL �1
I"I
WYE SEWER LATERAL
A I `CONCRETE 45" BEND' A
COLLAR
- - - -
PLAN VIEW
STANDARD SANITARY CLEANOUT
IN PAVED AREAS
12"
NTS
FIG. W-1
TD-1
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
624' IN B. INITIAL BACKFlLL 824 INS
MIN MIN. MIN. MIN.
\ - 6" BEDDING
t „^- /68 STONE
STABLE SOIL ROCK
< SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
4 MI INITIAL BACKFlLL a MI
UNSTABLE e" B' e' 8"
SOIL\ MI MIN _ MIN MIN. #68 STONE
"GRANULAR FILL AS
APPROVED BY ACSA /!
STA L OIL O CK L STABLE SOIL OR ROCK
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFlLL.
3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
V ODUM OM a 3A1 MALE PIPE COUPLING
AN APP�mWD EDUAT
Q
' TYPE "K
w COPPER
FOR USE ON AVACNED 9NGLE DAILY
NEGR RPL S CES OR DUAL RESIDENTAL
AND IRRCABON SERVICES.
...... 1Ei
NOTE
no sxcnlm F Roe
j�
DUAL SERVICE
c
V CW WEMON a 3/1 MALE PIPE CWPLIR6
m AR.. EQUAL
r mE EN.
scET COPPER
OFOR
Use ON DETACHED SI FAMILY
NEMDE IIRL SENNCE WERE AN IRRIGATION
METER IS N07 PRVIDED-
SINGLE SERVICE
NOTE
F) SADDLES SHALL DE USED ON PVD PPE.
CAST UM" uD
FlNSHOD GRNu
NUCNwxc III
R
ALL
V
VG E
eoz
ONw M
"I)
WIMP.
LLPPFRSETfER
I e eexo eouruxe / � gs TI I
I
Y EIER
CORPOUALMON SHOP
6dCK AS
xEass•Rr
TYPICAL SERVICE
LATERAL INSTALLATION
(5/8"
& 1" METERS)
NTS
FIG. W-6A
TD-10
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" 1' MIN
BRANCH
FLEXIBLE CONNECTION -/ NOTE:
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
w CONNECTION "BOOT "
o INSTALLED
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - IN
NTS
FIG. S-1-B
TD-27
TD-2
9
Top View
6" MINIMUM
NOTE: RESTRAINED JOINT FITTINGS
4' MINIMUM
18 4 Q,
4" MINIMUM
d?
r
\4.a
!!K- - Slde View42" Minimum pA O, of 95% 4OxLlntl 4 W Ala A,nized Steel Beam, <X 14 (min. 91Z8)4etration into undisturbed a roved b thea PP Y
COVER LIFT NOTCH
12 3/8"
WATER
CAST IRON LID
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1•' METERS)
NTS
FIG. W-7
TD-13
,E
E
%E u
t
JE
o w \
AE $
x
-�
E�
B.AN
"u, E
R
a
<F<x
�Eo
z
oEoELQ
0
wo
0
a
a E
GJ
oW E
N
�o
E--w _ f
MY
E
v�
a
L
CE
• E
„m
-E
O
1_o
I
�E�E :g
:a
N N
O
OLt
4,
d
TYPICAL
MANHOLE FRAME &COVER
N.T.S
RG Sa-D
TD-31
45'
TYPICAL THRUST BLOCK IN FILL AREA
NTS
FIG. VI
TD-5
FINISHED GRADE
---IT ---I -TIT-ITT 7fT-TlT-ITI-7Ff -
TRENCH
REDUCER
r2500 P.S.I. CONCRETE THRUST BLOCK
------- '-�--------------
UNDISTURBED SOIL E _f ir MN
PROFILE VIEW}
UNDISTURBED SOIL -EDGE :•
Z4" MN
--_ OF TRENCH 4 -i-_---
REDUCER {
f B MN
y �<
2500 P.S.I. CONCRETE THRUST BLOCK • g MN
- - - - - - - - - - - - - - - - -4-----------
UNDISTURBED SOIL - EDGE 4
OF TRENCH •' 24' MN
NOTES: PLAN MEW
NOT TO SCALE
NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE
PLASTIC SHEETING AS PROTECTION FOR BOLTS.
3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF
TRENCH, OR AS APPROVED BY THE ACSA.
3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE
ACSA.
CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH.
THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF
ALL THRUST BLOCKS.
TYPICAL REDUCER THRUST BLOCK
NTS
FIG. W-3D
NOTEI MIN. 60' DIAMETER MANHOLE
0
REQUIRE➢,
YR. STEP
Dam r<IwoLc rv. caosz
c\'J USE APPROVED FLEXIBLE RUBBER
• o
e
• -L GASNETED
• STOP CLILPLING
DROP PIPE
PIPE STRAPS -
(S'1 INLESS STEED
p _ SPACED
2' VERTICALLY
RESTRAINED BEND
9EWEH
NFLUEAT
RIPE
PLAN
PROFILE
WPL 5' BEDDING WITH NO. 68 STONE
L NEWHT OF THE VERTICAL DROP PIPE W ILL BE DETERMINED BY THE A6IF, BUTSHALLNOT t1f LESSTHAN TWO
(2) FEET.
2. VERTICAL DROP PIPE SMALL BE 5013 26 F.V-C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO
THE DROP FITTING WTIHSTANDARD GASKETJOINT.
3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF
STAINLESS STEEL
4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT
TO SPRING LINE OF MANHOLE INVERT.
5, DROP CONNECTION DISCHARGE FlTRNG SMALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW.
6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS.
7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNEcrl OR
TWO W DIAMETER DROP CONNECTIONS.
STANDARD INTERNAL DROP CONNECTION
N T.5.
FIG. 5-1-C2
TD-30
36"MINI
LARGER THAN 5" IN ANY
DIMENSION
24"MI
INTIAL BACKFlLL*
8"MIN
(6" UFTS)
EMBEDMENT
4 THOROUGHLY COMPACTED
SPRING LINE
BY HAND OR APPROVED
OF PIPE
O
MECHANICAL TAMPER
HAUNCHING
N0. 68 STONE
- _
BEDDING 6" max
4" min
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
NOTE
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED
3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
TD-34
TD-7
FINISHED GRADE
-111-ITI=III ,III, '. IL�,llI III -III -
AIR RELEASE VALVE
BRASS OR BRONZE PIPE BRONZE GATE
VALVE
RAIN TO GRADE
F POSSIBLE -
]I
BRICK SUPPORTS OR
SOLID CEMENT BLOCKS v
CRUSHED STONE
TYPE "K" SOFT
COPPER
CORPORATION STOP
NOTES:
1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC
AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL,
SHALL BE USED.
2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER
LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS.
3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN
ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT
THE MANHOLE CONE.
AIR RELEASE VALVE (ARV)
NTS
FIG. W-9
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 01 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 )
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
2 x 4
FINISHED GROUND
MARKER
PLUG END OF
MAIN LINEN SECTION SERVICE LATERAL
IN LINE WYE-TEE
PLAN
VARIES
R
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD-33
TD-20
NOTE. HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
LENGTH OF BRANCH VMIES
6' MIN 2' TO 10'
(270')
18'-22" VALVE BOX
7 W. FT.
468 STONE
42'MIN _ 6- GATE
•"Y VALVE
rI.
TEE
BLOC P.S.I.ONCRETE
BASE AND THRUST AG (�,. ' i '� •' \\\Vjl}
BLOCK AGAINST
UNDISTURBED STABLE
SOIL STEEL PILE
WEN THE SOIL IS DISTURBED � WHEN
RESTRAINED JOINT FlT11NG5
A HYDRANT IS LOCATED IN A FlLL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT,
NOTE
1. SURROUND WEEP HOLES MIN GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FlNISHED 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.
FIRE HYDRANTS HALL E INSTALLED AT L AM ERE P
5 R YD TS S D S D OC R E NH . I
HOLES ARE ABOVE THE PAREAS, NG GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, S, THE WEEP POLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
Fla W-4
TD-8
27 1/2" DA 1 1/2"
[599mm] [38mm]
26 1/4Y DA 7„
Lwforn ]
[17Bmm]
1111
P4" DA
f _
[808mm]
28 7/18" DA 5/8"
]
36" DIA� [iBmm]
8" DA 0 26"
[91 SEC [BBOmm�
13/16" 1 1/m
FRAME SECTION [20ni [38mm]
•• ,"•- LEVERS
FLUSH)
1/213/16-
[79mm] 0 22 13/16'3mm] �I
2 1/8" 3 197l
579mm
[54mm mmmm
1 3/8" [635mm]
• 11/16" [35111 9/18' O.D. OF GKT GROOVE
[17mm] [14mm] SECTION VIEW 1/4" (6mm) CIA,
CAA BOLT
SEE ASSEMBLY NEOPRENE GASKET
oENL (2) WSHR 1/16 X 5/8 X 1 1/2
.1800" UUU,,, RUBBER PART/ 00981046
CORED IT 1 5/8" (2) BLT HEX5/8-1174T 1/2 SS
:NHARB [5mm]2400" II[41 mm PART/ W981250
6mm 1/2" (2) WSHR 5/8 ID 1.50 OD 55
29mm) DA BOSS [ [73mm -� DNA. STAINLESS STEEL ROD pART/ 00081318
RJYY YGYI
PLCL03AR A LOCKLUG HOLE DETAL
VOTES:2) NUT HX 5I8-11 ZN NYLK
PAT/ 00961254
1. ALL MANHOLES WITHIN IOD YEAR FLOODPUIN DR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME k COVER. (2) NUT HX JAM 5/8-11 ZN
2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART/ LX981228
3. COVERS SHALL BE FIXED TO FRAMES VAIN LOCKING LUGS OR SIWLIAR ASSEMBLY.
(2) 1035R LOCK LUG
TYPICAL WATERTIGHT (SHORT) PANT/ 00193585
MANHOLE FRAME & COVER LOCK LUG ASSEMBLY
N.TS FIG S 1 E
TD-32
Lic. No. 035791,E
10/14/21 �w�1
Z
DO
ED
c
Z
0 ED
O Z J L
H ~
Z
ED c
u <
C
L
L
NW
�EEr L
Lin <
H L
I w
S � c
O F
U
Q
ED
Q L
L CC L
� W -
:
= 8-
p
i W i
I LID C
l
C [
J F_
Z
j w
j O
U J
S Z
i
O GO
w
) J U1
ClW
w F
coz
J Q ED
J w U)
a
i �
w
LID
1 >
LU
O O O O
N N N N .-P .-H N
LIDO O O N O O N
a C C C CAC v`
EN
k N O LED O
L9 7
A��./�
co
♦z
� M vJV
N 0
W �' 0
N
N
W> II
= L
V J W
--- MIMI
J
<
p I-
/J/ w
IL 0
lim06
T\
2 V
U �/^, w
1 V
i O
- Y z
w U
~ 0
LnW J
zw LLLJ
J_
W T
IIIIIIJ w �
LL 0
IIIIIJ < �
O O W
N
U W
J
r
P
En
w
a ED
JOB NO.
182150
SCALE
N/A
SHEET NO.
14
PVI STA: 50+78.00
PVI ELEV: 467.75
K: 29.29
TH 07,IJ
475 LVC:3oz.5o 475
p ��
�
�
HIGH
SCOTT R. LINS�
L) Lic. No. 035791,E
oi
°p 10/14/21
o��sSIONAL
E��1
LU
z
z
z
w
w
w
2
1n
z
0
0
0
w
U
U
U
Lp
O
tail
O
O
zo
>
Q
>
Q
J
k
o
Z
�
m
Z
=
O
U)
Z
_
OU
Z
=
O
U
w
Co
N
o
U)i
W
¢
W
W
Q
w
O
J
Q
J
W
J
J
F_
¢
o_
Q
¢
m
z
w
Z
m
m
m
m
K
(n
�'
°C
a
>
a
a
m
w
a
Lu
0-
W
a
W
W
W
o
Now
W
w
w
w
REMOVE EXISTING
TO EXISTING
P
J
N
N
N
o
f V
Lu
CD
CD
CD
O
�
N
O
N
O
O
�
tc
\
\
\
o
m
oLu
VA
L9
0
ti
z
z
0
N
Q
® 4
J
N
C7
`L
N
L1J �'
O
N
In
1
w
w
T--1
J
J
J
Tq
CO
W
w
~
�
w
oz
J
Q
�
ON
Lu
W
Y
w
U
C?S
~
O
o
J
Q
co
O
39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+oo 46+50 47+00 47+50 48+oo 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00
F-
ARCHER AVENUE PROFILE
z
J
~
(DESIGN SPEED=30 MPH)
- C
NOTE: ALL ROADWAY EMBANKMENT MATERIAL
w
O
SHALL CONSIST OF SOIL AND BE PLACED IN
�
SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8
�
O
INCHES IN THICKNESS BEFORE COMPACTION OVER
<
THE ENTIRE ROADBED AREA IN ACCORDANCE WITH
VERTICAL GRAPHIC SCALE
nLnnL
VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04
O 0
W
5 0 2.5 5 10 20
N
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN
AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL
W
( IN FEET) SIZE 21A OR ziB, FLOWABLE FILL, OR CRUSHED GLASS
1 inch = 5 ft. CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER
RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND
,w-,
w
BRIDGE SPECIFICATIONS, SECTION 30z.o3G.
0
_
HORIZONTAL GRAPHIC SCALE
a
JOB NO.
50 0 25 50 100 200 NOTES:
iO2 i50
i. ALL FILL TO BE PLACED AT 95% COMPACTION.
z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
SCALE
( IN FEET) 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM
11 1
SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L &
1 = 50
1 inch = 50 ft. SANITARY SEWER MUST BE PROVIDED.
SHEET NO.
15
ROPOSED
PT. STA: 50+
o.SS
N
m
�
HIGH
PT ELEV: 46
.84
�+
�
PVI
TA:4z+iz.33
�
N
�
PVI ELEV:
�
�
�
`^
v
62.18
V
>
N
V
w
m�
m
m
P
I STA: 45+7z.3
�
a
VI ELEV: 437.11
w
�
�
�
�
LVC: 4i5.00
�
�
46
>
m
w
�
465
LOW
PT. STA:45+o
j
� o
.z3
m m
PVI STA:
8+ o.00�
0°
a N
� �
PVI ELEV:
450�6
LO
PT ELEV: o.
44
4
rn
�
�
m �
�
�
K: 3
�36
Q
p
PROPOSED
VDOT
�
�
�
LVC:
og:oo
ZO
,,, �
STD. CD-i
m
>
w °o
°o °a
46
�
m
w
o
m
°o
o a
460
VISTA: +z6.
0
o
�
o �n
a u.i
VI ELEV: 44z�9
+
a
w
K: 66.zo
v1
j /
v1 j
LVC:75.o0
�
�
m
� w
3�5� IN.
°n°
°o
°o
o
�
m
/
w
foo�o
45
�
�
�
/
455
3
V
1
V
W
>
.8
>
m
>
W
W
/
W
o
m
W
2
PROPOSED
iz"x8"CROSS,
45
V
a
F
(z) lZ" G.V.
& (z) a" G.V.
FUTURE ROAD
GRADE
450
O
O
PROPOSED
VDOT
.9
W
O
z
PROPOSED
8" SANITARY
�
STD.
CD-1
j
SEWER CROSSING
\
PROPOSED
GRADE (TYP.
�
�
�
3�51°�
w
ROPOSED
zz" CL. DI
WATERLINE
_
.,
+
445
5z
iz" PLUG &TIE-IN
�
z a°�
3
iz" DI WATERLINE
i�6'
35
N.
\\
PROPOSED
VDOT
�
,�
PROPOSED
FIRE HYDRANT
FIRE HYDRANT
STD. CD-z
z
w
ASSEMBLY
w/ iz"x6"
TEE
\
ASSEMBLY w/ iz"x6" TEE
PROPOSED VDOT
Oz
44
78A
STD. CD-1
�
J
PROPOSED
iz" CAPPED
G.V.
� 44
u,
�o
O
W J
\
O
1.5i
Z 0�}
o
PROPOSED
iz" CL. 5z
DI WATERLINE
27
43
a
76A
435
TIE -INTO
EXISTING GRADE
w
PROPOSEp FIRE
HYDRANT
79
Q
ASSEMBLY w/
iz"x6"TEE
PROPOSED
FIRE HYDRANT
ASSEMBLY
w/ iz"x6"TEE
43
w
430
�
PROPOSED
iz"xiz"TEE
�
a
& (3) iz"
G.V.
�y
z
42
W
425
z
LL T BE PLACED
AT'
\
w
95%COMPACTION
(TYP.)
42
4zo
41
XISTING GRADE
(TYP.)
[f15
Lf1
410
4Q5
405
5'x5' BOX CULVERT
PROPOSED
WITH BLOCKS
g, io, & ii
VSMP PLAN
40
400
'i
rl
l0
•i
� O
ID.
Ol
n O
M
� 1p
O
�
� 01
S l!1
�O tp
ri
M M
rl
S In
S
� M
N
� O
O
M Ol
n
O M
W
� Op
O W
y1 M
^ �
�
O
O
rl
�
rl
l0
� V1
W
W
O
ll1
N
In
� M
� L!1
� .t
^ N
� O
y1 I�
M W
N
N N
,y •i
O
� �
O
ci
,y O
N W
�
�
lIl
� 'i
lD
ri n
l0
1 ♦i
� M
� ri
n
cj l0
l0
rl •i
l0
� �t
^ I�
M
�
� rl
�
f
�
�
�
�
�
�
�
485
PVI S
:1o+58.22
EXISTING GRADE (TYP.)
)VI E
EV: 463.276
12.54
PVI STA: 1 +43-77
L
: 15.00
PVI ELEV: 61.23
4$o _
�NoK:
� a
\ o
2. o
LVC: 1 .00
PVI
STA:1z+7o.o0
4$0
0
+
Ln�o
+ 't
+ a
LOW PT. STA:
11+43-77
' 459.86
K:12.04
o
O
o
LOW PT ELE
: 461.28
..
w
LVC.00
~n
U
>00
U
>Lu
{gym
�m�
om
475 z
m
Lu
COM �o
\
tk00 D +
N
ri'HOOF
+
'Co
o s
475
J
..>
..>F
N
w
U
L1
w
U
N
> m
w v
m
U
Lu
PVI STA:
4+00.00
'
PVI
STA: 1o+8 .95 `°
z
00
m
>
PVI ELE
: 449.16
u-
H
P
I ELEV: 46 -43
¢
o
K: 1
.21
470 O
z
K: zg.16
¢
LVC:
25.00
470
OV
J
In
M
V
N
O
O°
V
't
M 't
O
LL
_ t^
_
D
S
W
U
�}
d O+
't
Z
Lu \
/
'�
Li,j
tD
N
W
>
V
m
U
L>u
PVI STA:
6+99 47
6 Z
4 5 -
oa
L6
U>
U vi
U>
U
U�
w
w
m
Q \
>
w
PVI STA:
6+oo.00
PVI ELE
:43931
6
45
-2•00%
°° w
Cz U
PVI ELE
: 441.30
K: 2.5o
Lu x
� ¢
ROPOSED
GRADE (TYP
Lu
I z
K: 25.63
LVC:
o.00
? �
J
\
LVC:
lo.00
LOW PT. STA:
16+99.47
z 00%
-3.20%
00% z
00%
¢
N
o
0
LOW PT ELEV:
N
43936
000
�0
46o
PROPOSED VDOT
N
Q
a
s
a r
46o
+
STD.
CD-2
LL
N
Lu
N
w m
o
ZPVI
TA:
5+oo.00 v>
^
v>
D w
H Lu
3.5'
MIN.
-
O
PVI E
447 43 m
C0 N
w
w u m
u w
PROPOSED 8"x6" TEE,
�'7
8
w¢
K' 1
H
m
w
455 & (2) 6" G.V.
?,,�
x
o
Lvc:
S.00\
v
ry
455
LOT 33 & 34 WATER
PROPOSED 8" CL. 52 DI WATERLINE
SERVICE
~ LL
? Ca
Ln
N
O)
Z
¢
o
N
izA
1.4
+
a
+
a
o
PVI STA:
18+12.00
\_PROPOSED8"SANITARY
LOT 33 SANITARY
LATERAL
V
L.
U
0
W
PVI
LEV:437.go
\
to
: 12.45
SEWER CROSSING
45o
\
U
m
m
U
w
Lu
LJL
LL
¢
z
g+
.
L
C:65.00
450
PROPOSED 22"x8" CROSS,
LOT35 &36
WATER SERVICE
_
ZOO
OF
m
Ln
0n
0
(2) 12" G.V. & (2) 8" G.V.
LOT 37 WATER SERVICE
LOT 38 & 39
%�
U
LL
+
00
+
't
PROPOSED 8"x4"TEE,
WATER SERVICE
LOTyo&yz
U
v)
¢
o
\
LL
O
Lu
00
H
XISTING GRADE
(TYP.)
445
2 8" G.V. & 1 G.V.
() () 4„
WATER SERVICE
JOT
,6
1�
w
JO
Z
0LU
Z
>
>
m
to >
W
PVI STA:
zo+So.00
445
WATER SERVICE
F
LL
>
LOT 355ANITARY LATERAL
LOT 34 SANITARY LATERAL
00
LOT
WATER
1
43&44
SERVICE
w L
Ln p
K: 25.23
LVC: i5o.00
tn._\
1. 2'
\
LOT yS&y6
w \
PROPOSED FIRE HYDRANTJ
WATER SERVICE
Z
\
O
N
O
O
440
ASSEMBLY w/8"x6"TEE
-
440
PROPOSED 8" SANITARY
z D
-2.
0%
\
D,
..
..
3oA
SEWER CROSSING
PROPOSED
VDOT
1n
U
\
>
m
U
>
Lu
PROPOSED 8" CL. 5z DI WATERLINE
6 5'
STD. CD-2
LOT y7 WATER SERVICE
LOT 8y WATER
SERVICE
OT Sg WATER
SERVICE
>
>
w
5
LOT 85 WATER SERVICE
ROPOSED
GRADE
(TYP.)
\
435
PROPOSED
8" SANITARY
2.8
WAT
R SERVICE
435
1 4,
N
PROPOSED STORM
SEWER CROSSING
LOT
6o WATER SERVICE
\
N
SEWER CROSSING
LOT
82 & Sz WATER SERVICE
\
N
62A
LOT 83
PROPOSED 8"x4"
TEE,
WATER SERVICE
j LOT 6z&6z
•�?�
v
430
(z) 8" G.V. & (1) 4"
G.V.
LOT 485ANITARY LATERAL
PROPOSED 12"x8" CROSS,
PROPOSED �.3'
8"x6" REDUCER
WATER SERVICE
LOT8ol
WATER SERVICE
\
¢
430
(2)12" G.V. & (2) 8" G.V.
& 6" G.V.
L
o
3.5'MIN.
LOT63WATERSERVICE
\
PROPOSED 8" CL. 52 DI WATERLINE
I
U
OT 79 & 78 WATER SERVICE
4�5
LOT 85 SANITARY LATERAL
54C
LOT64&651WATERSERVICE
425
LOT 84 SANITARY LATERAL
Lu
LOT
77 WATER SERVICE
\
LOT
835ANITARY LATERAL
LOT 82 SANITARY LATERAL
OT 66 WATER SERVICE
\
LOT 81 SANITARY LATERAL-----,
LOT 76 WATER
SERVICE
50A
420
PROPOSED 6" CL. 52 DI
WATERLINE
I
420
1.50%
LOT So
SANITARY LATERAL
OT 75
WATER SERVICE
LOT 79 SANITARY LATERAL
LOT
67
PROPOSED FIRE HYDRANT
WATER
SERVICE L0T74&73
WATER SERVICE
ASSEMBLY w/ 6"x6" TEE
LOT 72 & 7i
WATER SERVICE
4�5
4�5
LOT78 SANITARY LATERAL
PROPOSED
2.0'
6"x4" REDUCER
PROPOSED
4" 22.5° E
& 4" G.V.
TYPE
A BLOW -OFF A
LOT 77'SANITARY LATERAL
!}ZO
LOT765ANITAIRYLATERAL
44/a
410
PROPOSED
4" CL.
53 DI WATERLINE
LOT 75 SANITARY LATERAL
LOT 74 SANITARY LATERAL
LOT73SANITARY
LATERAL
405
LOT7zSANIT
Y LATER
RiSANITARYLATERAL
405
OT7
M
~ 0,
S
H n
It
O O
ci
M N
kD D,
N
It M
ci
n N
M
N l0
M
00 H
'i
It .}
M
M 'i
rl
^ 00
M
I\ V,
00
'� tD
M
W O
M
d 00
ri
n N
M
ID n
H
Ln O
Ln
D, M
d •i
0) .t
1�
0, n
O
N
N
lD
00
H
00
M W
�
,y H
1"
'j n
<D
rl n
W
C7 00
tD
^ I�
lD
(+'1 1
O H
w
00 ^
V,
^ Ln
f 0
In
'j 00
d
C/
Ol N
S
Ol O
S
^ H
S
. O
't
rl (n
M
^ In
M
N
M
'i 00
N
6 In
N
O)
10
l0
'0
W
l0
It .t
3
't
1
M
M
M
d
M
't
N �t
N
1 .t
N
d .t
N .tIt
H
d
10+00 10+50 11+00 11+50 12+00 12+50 13+00
5
13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00
FLORA LANE PROFILE
(DESIGN SPEED=25 mph)
VERTICAL GRAPHIC SCALE
2.5 5 10
( IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
20
17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 21+00 21+50 22+00
NOTE: ALL ROADWAY EMBANKMENT MATERIAL
SHALL CONSIST OF SOIL AND BE PLACED IN
SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8
INCHES IN THICKNESS BEFORE COMPACTION OVER
THE ENTIRE ROADBED AREA IN ACCORDANCE WITH
VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04
END TO
iSEMBLY
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN
AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL
SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS
CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER
RUN AGGREGATE SIZE 2S AND 26, PER VDOT ROAD AND
BRIDGE SPECIFICATIONS, SECTION 302.03G.
NOTES:
1. ALL FILL TO BE PLACED AT 95% COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
SCOTT/R. Cb-LLINS'Z
Lic. No. 035791
10/14/21
z
O
d
CC
V
)n
Lu
0
z
O
w
U)
Z
w
0
0
U J
z
Z
0
o m
U M
w N
J
< w
Lu tE
a �
N
w
o_
0
w
w
o +
N N N N - .--i -
Lu
Q f i
N
00
o 1M CDti ti
ul
z
Ci)
00
N
00
L
N
C7
Cn
N
N
Q
Lu
J
J_
CO
Lu
O
U
Y
U)
F-
Lu
Lu
U)
Lu
F-
w
Q
0
0
N
.1
O
0
J
i
O
O
w
m
LLJ
J
O
I..L
LLJ
J
Lu
06
0
O/�/
0L
Lu
J
0 w
o w
a �
JOB NO.
182150
SCALE
111 _ 501
SHEET NO.
16
PROPOSED 12
470
PVI STA: i1+go.00
470
PVI
TA:1o+i5.00
0-74
PVI
ELEV: 442-74
K: 11.1
K:2.5
O
LVC:58. o O
VC:10.00
� N
O in
465 LOW P
.STA:1o+15.0
� /,
7�'i
465
Ln
LU
$
°aq
9 09 EXISTING GRADE (TYP.) v w 0
O't
N�
m m W
0v
oV
Y
4 60
00 M
46o
m
�;
>
w
J
PVI STA: 11+03- LL
PVI EL V: 444�51 OLn
>
m
°o
K: �3 0 z
o
LV 88.5o F
U J
455
Q
M M
M °
M O w Q
/ 0
455
`^ i
+�
0
+ a r w
H Ca
0
Lij
>
U >
PROPOSED 8"x4" TEE,
m m
w 2..°°°/
(z) 8„ GV. & (1) 4" G.V.
�+
450
i
LOT Sy WATER SERVICE
450
PROPOSED GRADE (TYP. LOT 55LOTT6&ERVICE
w
O
WATER SERVICE
Lu
O
ZZ
PROPOSED 8" SANITARY
7'2O�
v
J
1 2.2' SEWER CROSSING
5
445
�
�
5' MI
445
Lu
Z0i
2,00%
LOTSi&5z ROPOSED4"zz.5°BEND
WATER SERVICE LOT 55 SANITARY LATERAL
�'5'
LOT48WATER SERVICE
OT 54 SANITARY LATERAL
-2.00%
LOT 49&50
LOT 53 WATER SERVICE
440
WATER SERVICE
LOT 53SANITARY LATERAL 2L�
440
;ED VDOT
1'S' ROPOSED 4" 22.50 BEND
STD. CD-2
1.
OT 5, SANITARY LATERAL
PROPOSED 4" CL. 53 DI WATERLINE
67
LOT 51 SANITARY LATERAL
435
ROPOSED 4" 22.5° BEND
435
LOT 5o SANITARY LATERAL -
7L
LOT 49 SANITARY LATERAL
430 r(2)
8" G.V &(i) 4" G.V.
430
l0 N a rl 00 a 'i
a a a s a It
10+00 10+50 11+00 11+50 12+00 12+50
FLORA COURT PROFILE
(DESIGN SPEED=20mph)
PVI STA:13+40.00
PVI ELEV: 441.97
K:1g.8o
LVC 17c_oo
13+00
+°o
u
N HIGH PT. STA: 1z+92.o7 u
m
N
c
6 HIGH PT ELEV: 440.63. N ry
m
Q
N
~jj
a + a
~
a
>
U N
00 F >
U
w
Z)
Z
PVI STA: 11+50.0o m
N
Ln . w
>
O1 PVI ELEV: 438.17
+ + z
450
K:41.z6
a °
450
H
5.o0
W
to H 7
n
m
LOW PT. SI
A: 11+50.03
Ln
L=L,
w
L1
00
z
L w Lo
11
O
Z)
z
�
w
01
LOW PT EL
EV: 438.99
N
o1
_O
z z Z
a
+
a
F-
j< O
445
a
6i
u
0i
u
LA
Ln�
445
Lu
w
>
MPROPOSED
m
>
°J
LuH
_ w
L
w
u
GRADE
(TYP.)
-
_
Ln
Z
Ca
PROPOSED
VDOT
L
440
2.°°�
STD. CD-2
00
0
440
PROPOSED
VDOT
",
STD.
CD-i
3-5'
MIN.
TIE-IN
TO EXISTING G
435
684
435
\
'x12" TEE
1 2'\
3.8'
1
)z" G.V.
g�
58A
55
5.6'
430
430
PROPOSED
12" CL.
52 DI WATERLINE
FILL
TO BE LAC D
AT
PROPOSED 12"x8" CROSS,
95% COMPACTION
(TYP.)
\
(z) 12" G.V. & (2) 8" G.V.
4�5
\
PROPOSED
FUTURE ROAD
GRADE
4�5
SEWER CROSSING
PROPOSED FIRE HYDRANT
\
ASSEMBLY W/ 12"x6" TEE
\
PROPOSED 12" CAPPED G.V.
420
XISTING
GRADE (TYP.)
420
415
4 5
1p
M O
� LD
M I�
c^i O
� Ol
rl
w O
1 'i
M
O
N
rj N
a N
O p1
a
(i)a
06 N
6ci
O M
6 M
M
^ n
l6
cl
a
s a
s a
s a
s a
s a
s a
s a
s a
s a
s a
s
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
EUSTIS AVENUE PROFILE
(DESIGN SPEED=30 mph)
14+00 14+50 15+00
BADE
I
TYF
490
490
485
485
EXISTING GRADE
(TYP.)
48o
PVI STA:
O+49.00
48o
a
+
K: z
.18
LVC:
o.00
N
\
d
a
o
PROPOSED
GRADE (TYP.)
475
+
o
kn
a
475
1+47.00
Lu
> / 6i >
PVI STA:
o
00 > w
PVI ELEV
463-34
+
Lu
LVC:
0.00
z
470Ln
O o
O °,
470
H
PROPOSED 6" CL. 52
N
Luw
00
N
N
Q
DI WATERLINE
+
a
+ a
/
N
Lu
Lu LJ
>
U
m
U
> w
LL
PROPOSED
A.R.V.
465
LOT z6&z7
00
°'
ar
465
WATER SERVICE
°
PROPOSED
4" G.V.
LOT 31& 32 WATER SERVICE
PROPOSED
BLOW -OFF ASSEMBLY
/
V
LOTH&izWATER SERVICE
LOT8WATERSERVICE
Z
LOTii&zo LOT7&6
/
PROPOSED
6%
WATER SERVICE 3.5'MIN. LOT29&30 WATER SERVICE
m
6"x4"REDUCER 5.
LOT 28 WATER SERVICE
46o
& 4" G.V
WATER SERVICE
1'
46o
LOT z & 3 WATER SERVICE
1'
LOT 25 WATER
SERVICE
LOT 9 LOT i WATER SERVICE
1.7' WATER SERVICE `B'
16A LOT WATER SERVICE
p0%
20
LOT WATER SERVICE
WATER
LOT 24
SERVICE
LOT 29 SANITARY
LATERAL PROPOSED 4" CL.
53 DI WATERLINE
455
WATER SERVICE
�'3'
LOT30SANITARY LOT 3zSANITARY LATERAL
LATERAL- PROPOSED
455
1'
9,
LOT 28 SANITARY LATERAL 6"x4" REDUCER
LOT 27 SANITARY LATERAL
LOT 23 SANITARY
LATERAL
z.z'
20A
LOT z6iANITARY
LATERAL PROPOSED FIRE HYDRANT
ASSEMBLY w/ 6"x6" TEE
PROPOSED
FIRE HYDRANT 1
450
ASSEMBLY
w/ 6"x6" TEE LOT 3i SANITARY LATERAL
450
LOTi4
PROPOSED 8"x6" TEE
23
WATER
SERVICE
LOT 25 SANITARY
LATERAL
&(2)6"G.V.
'ROPOSED 4" 451
BEND TO
PROPOSED
4" CL.
53 DI WATERLINE
13
E A BLOW -OFF
ASSEMBLY
PROPOSEDSTORM
445
LOT 24 SANITARY
LATERAL -SEWER
CROSSING
445
I�-
01
tp
n 1p
O1
N W
W M
m 1.
00 a
00
10
I sI
It 'ts
It
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
KOCH COURT PROFILE
(DESIGN SPEED=25 MPH)
VERTICAL GRAPHIC SCALE
5 n 2.5 5 10 20
( IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE 50 200
( IN FEET )
1 inch = 50 ft.
14+00 14+50 15+00
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN
AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL
SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS
CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER
RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND
BRIDGE SPECIFICATIONS, SECTION 302.03G.
NOTES:
1. ALL FILL TO BE PLACED AT 9S%COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
NOTE: ALL ROADWAY EMBANKMENT MATERIAL
SHALL CONSIST OF SOIL AND BE PLACED IN
SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8
INCHES IN THICKNESS BEFORE COMPACTION OVER
THE ENTIRE ROADBED AREA IN ACCORDANCE WITH
VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04
SCOTT/R. Cb-LLINS'Z
Lic. No. 035791
p 10/14/21 c1
Z
Z
o
r
d
Lu=<
0
Z
o
J
F
CO
1n
J L
a
O
H
Lo
r_
Z
Lu
L
c
L
c
Ix
L
1n
- z
j w
0
O
a UU> J
5 Z
o0 m
w M
< w
C m Z
w N
C d
w
Ln
o +
N N N N - .--i -
Lu
C C C M C C
N 00
IN CD CD IN
o M CDti ti
Lu
ti
M
(o z
Cn Q
N
® � J
N
O L1J`L (N O
N
N
W > Ln
1 W
Lu J
J T�
JLL
CO W
Lu
L9~ � W
o z
11� J
Q Q�
ON Lu
U F___
W Y �z
w U 02s
O ul - Q
m O
F_
Zw J
� J
U)H4
J w �
O
J
O O
O
N
U W
J
W W
W
d (n
JOB NO.
182150
SCALE
111 _ 501
SHEET NO.
17
PR
43 SANIT/
470
470
i
465
465
Q
EXISTING
GRADE (TYP.)
�\
/
y
46o
0
46o
.n S
� O 't
� o F
/
ca + Ln
NO
/ °°
2 >
52 Z
—
455 N a:OPLn
455
Moo 2:2 0O
PROPOSED
2 O
GRADE
O o 0
OF 01 N O V1 d
O O ry c.j O M
450 O � � M � 't
450
o°'t't 0
°a o't Z Z 0 g Ln Z z
PROPOSED 4"
= F g > > >
WATERLINE
g V1 a� Z z z
CROSSING
.6'
445
445
8" SDR-26 PVC LOT 57 SANITARY Lj
i69.53 LF Qa 6.96% LOT 56 SANITARY LATERAL
40
440
LOT 55 SANITARY TERAL 44Q
LOT 54 SANITARY LATERAL
OP 8"
OPOS D 8"
A" STEEL CASING PIPE REQUIRED ON
VATECROSSING
6'S
PORTION OF SANITARY SEWER UNDER
OPEN SPACE PAVEMENT/PAVERS
435
LOT 53 SANITARY LATERAL
435
LOT 52 SANITARY LATERAL
LOT 51 SANITARY LATERAL
ARV LATERAL
OTS 49 & 5o SANITARY LATERALS
8"
DIP
430
1 57.22
LF Qa 3.44% 430
O1
o°Do a0
o`Oo N
1! '
a
m
Ln
d
S
oi,
S
S d
I S
It
0+00 0+50
1+00
1+50 2+00 2+50
MH-8B
- MH-8
PROFILE
FM STAINLESS, LLC, OR EQUIVALENT
STAINLESS STEEL STANCHION SADDLE SUPPORT(ITEM#59 C-8)
€ " MATERIAL 3o4/3i6 STAINLESS STEEL (SUPPORT PIPE LOW TO GROUND)
PIPE SIZE: 8..
VERTICAL(F)
1.
EAD DIAMETER 1.
THREAD DIAMETER (A) 1.5"
(A)
Iff C
PIPE DIAMETER (B) 3"
BASE(C) j"X9X9in.
45i:.UHOLE
DIAMETER (D) 46'
I -BOLT(E)
STOCK SIZE (G) 4X3"
P
STAINLESS STEEL STANCHION
SADDLE SUPPORT A
Not to Scale
Approx. Existing-'
THE MAJORITY OF TH BANK SIDE OF THE
PIER SHALL BE BURIED w/THE TOP i-2' OF
THE PIER EXPOSED TO ELEVATE THE SEWER
(PIER FOOTER/FOUNDATION SHALL BE
COMPLETELY BURIED TO ANCHOR PIE
STABILIZE SEWER.
Unclassified
Excavation
8" San. S3wer
1"Chamfer
44 I -�
3" Clr. Typ•
#4 Ti( @ 12" Max
kTERAL
STREAM
GABION O
— #6 Eqqually Spaced
(6 Total)
Spacilg COLUMN SECTION (NTS)
CA;
Permic sible Construction Joint
Roughen Surface.
2
(Min.) (MIN.)
PIER ELEVATION
96 (14 Total)
Equally Spaced
Top and Bottom
Typ.
20 Total)
illy Spaced
and Bottom
Backfill with VDOT Erosion Control Riprap up to
top of footing and VDOT Class I and Al mix above
as necessary for dense creek bed, per 2007 VDOT
Road and Bndge Specifications, Section 414.
Stable Competent Bedrock,
r o
0
tD x
W N lD "t
--
x�
-�0
CO CO tI-
tD 't?O
x
440
/
o
r^i D1 3
Z Z 440
2
n
0
+ N H
u,�
i °
�? O
= a > >
0
g~n�zz
435
O
435
PROPOSED
GRADE (TYP.
It 0 �
/
H co It
OT58SANITARY
` w -t?O
EXISTING
GRADE (TYP.)
Q'
< 2 > >
g V) E z z
r
Ln x
430
-_ 0
Ar
430
PROPOSED
8" ROOF
N
°o
DRAIN
CROSSING
.t x
x
/
O o6
W W 0
LOT 61 SANITARY LATERAL
OT845ANITARY
O
00 O OIt
+° N a
\Q 's°I°
425
o
't -t? O
iv~i�? Z
e"a 59
425
0,
`°NON
/
y0-
O
+ H'tZ)
LOT 83 SANITARY
LATERAL
M ^'t- 0
2 > >
LOT 63
SANITARY LATERAL----'
ATERAL
LOT Sq SANITARY�LATERAL
420
M=
_
_2
Ln z Z
LOT 82 SANITARY LATERAL
420
LOT 6o SANITARY
LATERAL
O
LOT7g SANITARY LATERAL
LOT 81 SANITARY LATERAL
/
LOT 8o SANITARY LATERAL
OM1
LOT 67
SANITARY LATERAL
s"DIP
415
m MM /
+ 0 �
55.42 LF Qa 5.05%2
1
4 5
> O>PROPOSEDSTORM5(A
Z Z
SEWER
CROSSING
abor
iOT 625ANITARY LATERAL
1�6`LOT
nLOT
785ANITARY LATERAL
LOT 755ANITARY
LATERAL
410
4 SANITARY LATERAL/+1Q
44A
77 ITARY
LATERAL
3 O'
LOT 65 SANITARY LATERAL
8"DIP 0
0/0
IF Z 3
rLOT74ANITARY
LOT
LATERALANITARY
66 SANITARY LATERAL
LATERAL
/
L�T
405
405
LOT 685ANITARY LATERAL
LOT 72 SANITARY
LOT 73 SANITARY
LATERAL
LATERAL
0T72 SANITARY LATERAL
/
LOT 70 SANITARY LATERAL
400
x �
�QJC'O°
y�
Q
LOT 69 SANITARY LATERAL
400
W
0
�•
w
0 41
H 0
O
395
N N
395
r�mF
V
_
> a
N H MZ O
�7
d N o
2 F 2 > >
o="
�1nFzZ
v�00
,-
390 °
�� �p
QomL6�O
390
0 O m °n1 F
o Z Z Z
CONCRETE ANCHOR—
/V'0
— —
REQUIRED
W�ww?w 385
385
CONCRETEANCHOR
I
REQUIRED
II
\
38Q
WATERTIGHT
MANHOLE
REQUIRED
38o
II
II
II
II
/
STREAM BANK
REINFORCEMENT
WITH
GABION OR
GRADE 2 RIP
RAP REQUIRED
375
375
8" DIP
139.22 LF Qa 4.04%
I
PIPE SUPPORTS FOR AERIAL CROSSING SHALL BE
ITEM #59C-8, STAINLESS STEEL STANCHION
BANK REINFORCEMENT WITH
SADDLE SUPPORT BY FM STAINLESS, LLC.
R GRADE 2 RIP RAP REQUIRED
PIER DESIGN SHALL BE CERTIFIED BY A STRUCTUAL
370
ENGINEER. PIERS TO BE CIRCULAR COLUMNS.
370
STREAM CROSSIN
NOTE: LONG SPAN
PIPE SHALL
BE
REQUIRED FOR
THE AERIAL CROSSING
365
365
Vl
O
N
rl
rl
S
o lD
rn H
o 0
H 0
M
'+ O
tD
M M
It
N n
M °o
..
.+ O
a) O
N
`t
a
M
N
Ol
I'
l0
n
♦i
0)
N
O
't
H
lD
H
ri
N
W lD
N
W 0)
N
Ol N
M
,4 L!1
M
M 0)
M
ri '1
-'t
O N
It
S N
M
M
M
M
IT
�t
,y .t
.i
"t
ri
S f
'i
f .T
•i
't S
N It
N
It 't
ry
d -.t
M
d .t
M
't 't
M
It
0+00 o+So 1+00 1+So 2+00 2+So 3+00 3+So 4+00 4+So 5+oo
MH-6 - EX-MH PROFILE
NOTE: PIER DESIGN MUST BE CERTIFIED BY A STRUCTURAL
ENGINEER. THE PROPOSED PIERS WILL BE CIRCULAR COLUMNS
TO MINIMIZE ANY DEBRIS FROM BEING CAUGHT BYTHE PIER.
18" 0 Concrete Column
3/4" S.S. Allthread Rod
Embedded 12" w/ S.S.
Washer and Double Nuts.
° Locate Rods inside #4 tieE
O (Typ• 4)
° 1 o
3/8"x9"x9" S.S. Saddle Base
PIPE SADDLE MOUNTING DETAIL (NTS)
VERTICAL GRAPHIC SCALE
5 0 2.5 5 10 20
( IN FEET )
1 inch = 5 11.
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 11.
5+50 6+oo 6+5o 7+00 7+50 8+oo
NOTES:
1. ALL FILL TO BE PLACED AT 95%COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 3.' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 3..5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
LATERAL
LATERAL
SCOTT/R. Cb-LLINS'Z
Lic. No. 035791
p 10/14/21 14
F
Z
W
0
O
U J
Q
z k
7
O m
U
w N
< w
m Q
Q t,
K N
w
a
U)
w
o +
N N N
Q r1j 'T 00 rl CD CD rl
00 f i
N
o M CDti ti
L9
z
Ul
z
J
J
0
U
ti
Cy')
cyi
C)
N
C>7
i
N
C]
rn
(N
N
LU
J
J
CO
LU
a
U
Y
I—
U)
LU
LU
U)
H
LU
V
O
O
N
z
Q
0
Q
O
LL
1 In
,--I Lu
T--1 J_
LL
66 O
C
T 1 L1J
ON Lu
U)
Ln
U Q
O~
/J�J <
�
V W 1
J
Z
O
O�/
MILL
W
JOB NO.
182150
SCALE
ill _501
SHEET NO.
18
LOT 58
LOTS
MH-13
48o STA:8+94-84 480
RI M:466.25
/ INV IN: 453 7o TO MH-14
INV OUT: 453-5o TO MH-12
x
475 / _ 0 475
/° x x o
N 22 O00
a
O
2 0 N N N M Lp F
470 =_ / o o ; N N M-t o 470
220
°o �In In � =F2>
_ 00 0.? / ItONa ��a??p n �EZ
6 PROPOSED GRADE (TYP. H a Z 0 2 Z 4 5
4 5 EXISTING GRADE (TYP.) Q — 6
HE » >
2 In HE Z Z Z
0o PROPOSED 8" ROOF
/ °� DRAIN CROSSING
460 0 1- 460
~ O PROPOSED 12"
°^
0
LO^ M WATERLINE
ID o Cq M F CROSSING
/ + v1 7 LOTS 4 & 5 SANITARY LATERALS
n/ Q Z LOT 8 SANITARY LATERAL
455 Q = � Z Z PROPOSED 8" 455
0 00 = n — — WATERLINE
LOT 3z SANITARY LATERAL 8" DIP
_ = CROSSING LF @
2 2 0 PROPOSED 8" 1.06
8" DIP 1z2.43
�00 °v WATERLINE 87.99LF@0.91�0 LOTSi&zSANITARY L
/ O ri N �CRQSSING OT35ANITARY LATERAL
450 Q °D = ry 0 3 H LOT33SANITARY LATERAL LOT6SANITARYLATERAL 450
^ _ a0 n Z Z 28A LOT75ANITARYLATERAL $" DIP
_ O M� / ZZZ LOT3zSANITARY LATERAL 8.2LF o.8%
O M M n F--- 3 3 C 7
0 PROPOSED STORM 8" DIP
°0 00 M of a SEWER CROSSING So" DIA. INTERNAL DROP._/
ioz.37 LF Qa o.g8%
445 ° N o o o t MANHOLE REQUIRED 10.9' 445
O N L0 a + a Z PROPOSED 8" ROOF
+ � s D = Q 2 j DRAIN CROSSING 18" STEEL CASING PIPE REQUIRED ON PORTION
° � 0 / In OF SANITARY SEWER UNDER ARCHER AVENUE
= Q � >
In E Z Z
LOT 38 SANITARY LATERAL B., DIP 440 i59.38 LF C 1.600 440
PROPOSED 8" ROOF LOT 3y SANITARY LATERAL
PROPOSED 12" DRAIN CROSSING a' V P a�% ET355ANITAEYLATERAL 5
WATERLINE Z
435 CROSSING LOT 435ANITARY LATERAL 112.91LFC LOT 365ANITARY LATERAL
435
T37 $ANITARV LATERAL
SANITARYLATERAL a„0\P ° LOT 39 SANITARY LATERAL
PROPOSED STORM
8 91LF @ z.5° Po f LOT 40 SANITARY LATERAL SEWER CROSSING
5' z y1 LOT 44 SANITARY LATERAL LOT 41II SANITARY LATERAL
430 LOT 45 SANITARY LATERAL LOT yz SANITARY LATERAL 430
LOT 48 SANITARY LATERAL
.OT 85 SANITARY LATERAL OT46 SANITARY LATERAL
LOT 475ANITARY LATERAL
4 SANITARY LATERAL $" DIP
102.85 LF Qa 3.04%
425 425
'1 00 00 O Ol Ln N `+ M 'i .} r. O tp ci n N n 0) O 0) .t U) r. '� Ln 0) '0 0) T 0) ri In
O r. Ol �t N N O M r. LO I\ l0 0) M Il .t Ln 00 O
0+00 0+5o 1+00 1+5o 2+00 2+50 3+00
3+50 4+00 4+50 5+00 5+50 6+oo
MH-14 - MH-6 PROFILE
VERTICAL GRAPHIC SCALE
0 2.5 5 10
IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
200
6+5o 7+00 7+50 8+oo 8+5o 9+00
NOTES:
1. ALL FILL TO BE PLACED AT 95%COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
4TERALS
9+50
O
00 =
470 m = 0
�000
oo0 o 0
V ~
F 0 co I t
O °O n O Mrl H
0 0 0 O d N I F
465 °oLn�� �0 ?o
O i
r2»>
�F- ZZ Z
46o
455
450
445
440
435
LOT 31
ED GRADE (TYP
485
48o EXISTING GRADE (TYP.) \
475 M N
xx
220
00 0
O O 0N
N N In
't r N N 't
470 � t t t F-
N r --t 0
gzzz
465
N
N
g O
N
0
x
°
0 O
2
N In
N N M It
0
F
O M `t -
N N 'tZ 0
LD �
ff) 00 It
2 Ln E ?
ri
.0+ � D
2>
2InFxZ
L-PROPOSED GRADE (TYP.)
46o LOTS io & z
8 SA
455
450
445
PROPOSED 8"
WATERLINE
CROSSING
8" DIP
99 87 LF @ 0.80%
LOT 29 SANITARY LATE
2 8, LOT 9 SANITARY LATERAL
LOT 30 SANITARY LATERAL
13
PROPOSED STORM
SEWER CROSSING
57.5o LF @a o.66%
485
475
470
465
46o
455
OTS i2,13, & 25 SANITARY LATERALS
LOT z65ANITARY LATERAL
_OT ii SANITARY LATERAL
LOT 27 SANITARY LATERAL 450
r.
p Ln
M °
p M
W
3 0
d 00
3
N
3
d
It
0+00 0+50 1+00 1+50 2+00
MH-16 - MH-Zz PROFILE
445
EXISTING
GRADE (TYP.)
H- 21 - M H -10 P R
F I L E
470
N
\
x �
\
i 0
o
N°
o
465
0
0
f ^�
Ln
N m -:4-Z � O
0
O N c 0
d
= F Z Z \ N�
N ° H
ry°SF N
2InE ��
N?a0
\
460
°,° N a-0 �OF
0
_�l
» °m
\2InC?
In 0' Z Z W
"t
M ul
03 � 3
455
O a z
PROPOSED 4"
O
»
WATERLINE
2 E Z Z
iROSSING PROPOSEDSTORM
SEWER CROSSING
LOT iy SANITARY LATERAL
�
450
PROPOSED 12"
WATERLINE
CROSSING
8" DIP
165.19 LF Qa 0.50%
2] 18"DIP
I�49.8o LF @a 0.54%
PROPOSED STORM
SEWER CROSSING
N
0 r ^ m
s r,
0+00 0+5o 1+00
8" DIP
33-54 LF Qa 0.54%
C
PROPOSED STORI
SEWER CROSSIN
O r
rl
s
1+5o 2+00
LOT 24 SANITARY LATERALS ' L j t '
8" DIP 513
80.82 LF @0.52%
6' 8" DIP 445
103.54 LF t?a 0.53%
2.2' 1 ) LOT 15 SANITARY LATERAL
LOT 16 SANITARY LATERA
18" STEEL CASING PIPE RE
SANITARY SEWER WITHIN
r N N 0
0
It
�s
LOTS ig, 20, & zl SANITARY LA
I i
LOT zz SANITARY LATERAL
LOT 185ANITARY LATERAL
LOT i7 SANITARY LATERAL 440
z3 S LOT ANITARY LATERAL
ON PORTION OF
-,APE EASEMENT
435
SCOTT/R. Cb-LLINS'Z
Lic. No. 035791,E
p 10/14/21
Z
Z
o
r
�
ui
0
Z
O
�
J
� °
F
J L
Q
O
H
U)
c
r_
LuZ
L
L
Lu
Ile
o +
N N N IN
CD CD CD M CD CD M
Q M 7
N
Z 00
n Oti l CDti
L
z
(n
N
®
4
J
0041
I
0
(N
C:)
Q
L1J
N
0''
O
N
1
�
Lu
LJJ
J
J
�
oZS
O
Lu
F—
O
T
L LJ
rn�
V ,
LLJ
U
LJ 1
W
�
Y
w
U
Q'
MO
W
V 1
z
wul
Lu
J
J
J
w
ll�
O
J
<o/
(D
0L
m
OC:
C:)
N
U
W
J
0
0
Lu
0-
U)
JOB NO.
182150
SCALE
111 _ 501
SHEET NO.
19
EXI STI N
STR:20 VDOT S
INV I
INV IN: 4!
INV IN
INV OU
485
48o \
\ EXISTING GRADE (TYP.)
47500
_
u
0 m o
m
PROPOSED GRADE (TYP.)
V) 0co
470 o m
0 ry F
o Naar
-0O°o
a Lp D
F o L 06
na
or� ii
�zz0
F 0- »>
p
��
_ p ao
o n 0 OO
11
nFzzz
p
J
oZZ�
O�NF
m
465
a-_0
F a z z z
an I-��00
F °m � �°'
m
N
enF---
C)
't
�06 mN't
>O 0 6
0-N}�
F 0
U) t
LOT 28 WATERIIISERVICE
CROSSING
\ 0 K,
LOTS zq & 30 WATER
SERVICE CROSSING
F [1
Ln F Z Z Z Z
----
\ O> o 't SH
III
zQ
46o
ISz
475
LOTS 26 & 27
LOT 28 SANITARY LATE
455 LOT 275.
LOT 30 SANITARY LATERAL
LOT 29 SANITARY LATERAL
450
F a>>>
CECROSSING�ti 01 E-Z ZZ
LOTS
zo & zi
LOT z5 WATER SERVICE CROSSING
!RAL- LOT 24 WAI I,K 51EKVICECROSSING-
7 LOTS zz & 23 WATER
JITARY LATERAL ----I LOT:
LOT 25 SIANITARY LATERAL LOT 23 SANI
LOT 24 SANITARY LATI
°I 1 m
v M
v LL p N
m
0 ON4 0
6 F
w O O
0 N � OLn
- 00 O-O-L°n
O M S
Oo oo� >mH
p O o.ia
> o t Ln
a0
n z z H z
F a>>> /
In F Z ZZ
ERVICECROSSING
I
SERVICE CROSSING
485
475
470
465
46o
18" RCP 15" RCP
24' RCP g9,o5 LF �a o.55% Sl.lo LF Qa o.78%
'Ezz133-4o LF Qa 0.55% 53'
445 24" RCP is " RCP 445
66.81 LF @o.6o% 85.52 LF @ 0.56%
LOT z5 SANITARY LATERAL
PROPOSED 8" SANITARY
440 SEWER CROSSING 440
I�
N
1 00
m Ln
N
^ lJl
V1
S O1
O
00
It
It
00
M
CO
d d
n'1 1�
d
H
06 S
S
0)
k6 Ln
S
01
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
475
470
470
m L
ri
G GRADE TYP.
(
O N
O
w
Ln O
465
0 1--
n, 465
>
TD. DI-313 (L=8')
TP=458 75
0 ��
z
V: 448.93 TO 22
O
?
3-75 TO ROOF4
F z z
: 45175 TO zoB
460
T: 448-83 TO 18
FPROPOSED GRADE(TY
455
455
PROPOSED 4"
WATERLINE
CROSSING
450
450
LJ
15" RCP
33.90 LF @1.zy%
445
445
�
N
N
a
0+00 0+50
D.)
STR:12 VDOT S
INV In
INV I
INV O
STR-2oB - STR-20 PROFILE
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN
ACCORDANCE WITH STANDARD SL-1 AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
NOTE: HDPE CAN BE USED AS AN ACCEPTABLE
SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES.
SEE DETAIL ON SHEET 17 FOR HDPE PIPE
BEDDING INFORMATION.
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF 4' OR GREATER SHALL HAVE STEPS IN
ACCORDANCE WITH STANDARD ST-i AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
PROPO`-
STR-26 - STR-14 PROFILE
EXISTING
GRADE (TYP.;
475
475
J
m
m
6 N
470
0 0
470
F �
O
TD. DI-3B (L=6')
> N
f
TP=462.00
n
+ wp
45433 TO 12B
� r z
465
V: 446.85 TO ly
JT: 446.75 TO 6
46o
46o
iED GRADE (TYP.)
PROPOSED
8"
WATERLINE
CROSSING
455
455
15" RCP
27.75 LF Qa 1.51%
450
450
445
445
La
It
00
s
0+00 0+50
470
GRADE (TYP.)
470
PROPC
WI
IP
470
EXISTING
GRADE
(TYP.)
\
470
am:
n O
\
/0
0N+
000N
\
Lq
465
F o L O m
oM°^�
\
465
�O
0r T-ZZ0
II
2 L00
\
OF 9 /
,F„ z z z z PROPOSED
GRADE
(TYP.)
46o
00 M mI
>
° 0
46o
..
a Z0 /
0 O ry
� F
Lr > >
G Nzz
/
°�
6
0 moo't
o M ..
\
M
> M �~
/
co
\
455
x
It >- O0 01
/
a >z >z
^F--
455
\
v
m
Ln o
PROPOSED 8" WATERLINE CROSSIN
C] m
O
't
\
450
O o a 0)
O O M M ..
��
I- 00
1n
45 O
>
N ZZp
F L>,
O a
CL
T
> mF
�FZZZ_
o It
PROPOSED 8" SANITARY
r! It
O>
SEWER CROSSING
Ln z
445
3.0.9'
445
/
SED VDOT STD.
ES-1
/
\
TH RIPRAP OUTFALL
440
-
440
V. OUT= 434 o0
:;4
1 '
5' RCP
15" RCP
205.54 LF @o.5z%
RCP:7
176.7o
LF 0.51°
435
435
171.74 LF
0•770
24" RCP
zy" RCP 214.67 LF @a i.oi%
62.87 LF Qa 1.1g%
PROPOSED VDOT STD. CLASS Al RIPRAP OUTFALL
w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT
430
(L=16', W1=7.5', W2=i8.5', D=i.S' MIN.)
430
�t
O
O O
H
d Ln
W
ei n
00
•i N
N
d V1
O
O ci
.i
'1 m
Q1
Lo
00 O
1�
.t N
00
N d
00
00
l0
m O
00
O °
O
lt1
'i
S
N ci
t
m
d
O
Ln
.t
V1
f O
lO
W l0
ID
14
n
.t
n
O v1
n
♦i
n
'6 n
ko
,y1 ci
w
S
V1
^ W
1
ul N
S
M
M
1
1
d
r .T
t0 �t
.t
.t
S
S
S
It
It .t
d
d d
S
S
485
475
0+00 0+50 1+00 2+50 2+00 2+50 3+00 3+50 `IVI
4n+/00� q 4+50 5+00
EXISTING G RADE (TYP. STR-Zo - S VV PROFILE
/ 485
z
USED GRADE
i�
m
465
465
470
m H
o
o
O O
STR:28 VDOT STD. DI- 3B (L=8')
STR:28B VDOT STD. DI-3B (L=12')
V)
^
TP=454-75
F
`^m
INV IN: 447 67 TO z8B
INV IN: 449-75 TO ROOF?
STR:6 VDOT STD. MH
o It W a
INV IN: 439.5zT030
INV OUT: 448.0o TO 28
TP=y61.33
N
z
INV OUT: 439-42 TO 6
460
INV IN: 438.So TO z8
w
z p
INV IN TO
I »>
STR-12B - STR-12 PROFILE
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER
RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE
MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED
GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT
ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G.
455
455
iED GRADE (TYP.
PROPOSED
8" W!
4A
450
0'4
445
15" RCP
27.72 LF Qa 1.1g%
440
440
LJ
435
435
W
00
m
N
m
't
.t
d
0+00 0+50
437-52 E- a
INV IN: yy6.58 TO 12 Z
INV OUT: 437-42 TO 4
46o
,TERLINE CROSSING 1455
STR-z8B - STR-28 PROFILE
1
450
STR:16 VDOT STD. DI-313 (L=6')
480
TP=465.17
INV IN: 458.18 TO 16B
50
INV OUT: 458.05 TO 14
CIO
N
w 0
475
o
00
2 H
F
O
o o6
0 l N0
> ^wl �
470
o � M?
a
0
d»
0 N'tv^
> .t .tF
F
v1 1--
a'D D
N �zzp
LI) F-zzz
LOTS 31& 32WATER SERVI
LOT 31 SANITARY LATERAL
PROPOSED
6" WATERLINE
CROSSING
8" SANITARY
:R CROSSING
24" RCP
445 121.62 LF Qa 0.530A
24" RCP
29.3-5 LF Qa o.58%
440
435
465
PROPOSED
y" WATERLINE
CROSSING
1.2' 46o
l.o25" RCP
27.66 LF Qa 1.16%
455
LOT 32 SANITARY LATERAL CROSSING
15" RCP
67.59 LF Qa 1.o6% 450
S R-i0- STR 6 PR FILE
OD
Ol
00) W
m . I'l
ry .
T
N
F
00
m 00
OD
It
a't
a
s a
s
0+00 0+50 1+00 1+50 2+00
2+50
445
440
435
5+50 6+oo 6+5o 7+00 7+50 8+oo
VERTICAL GRAPHIC SCALE
5 0 2.5 5 10
NOTES:
1. ALL FILL TO BE PLACED AT 95%COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
470
( IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
IN FEET )
I inch = 50 ft.
470
SCOTT/R. CI INS'Z
Lic. No. 035791
p 10/14/21
Z
Z
o
r
�
Lu
u
0
Z
O
J
� °
F
CO
� �
J L
Q
O
En
L
F_ ;
Z
�,HA
V /
Lu
L
L
L
`
/
L
ui
1n
w ,
$ � c
oo F
Q
1n
;a�
<w L
d w
: a ;
0
i w i
o +
N N N - - .--i -
a C C 00
C CD CD CD M CD CD C C IT
N
o m o
L
00
z �
z
so
Cn
N
® co
J
1
N
O
GL
11J Cj
0
00
(V
>
1
Lu
r�
�
J
j
LJJ
2
00 Nm Np
0
O p O F
F F F t
F
LN„ m
EXISTING
GRADE (TYP.1006
O
4 5 >
m°° ^`° f\
't 't
465
Lp
"
sz z z p
ROPOSED
GRADE (TYP.)
1m
n
,F„�zzzz
0
0 °Dv m0 \
0 ry \
� 0
460
0 1p �, m
460
�000'tm
z00
o
K
Itz
F w >>>
F z Z
d
5TR:3o VDOT STD. DI-313 (L=8')
m m
455
TP=447-42
w
o°
455
INV IN: 440-43 TO 3oB
p � p
INV OUT: 44033 TO 28
F p F-
\-PROPOSED
F K)
12" WATERLINE
CROSSING
N
00
N }
450
m �F
0
450
PROPOSED
y" WATERLINE
CROSSING
It-
Ln r z z
445
PROPOSED
8" WATERLINE
CROSSIN
445
9'
1
1'
440
440
15" RCP
15" RCP
156.27
LF @ 0.52%
15" RCP
Lt
181.70 LF @
0.510/0
28.15 LF Qa 0.53%
435
435
00
ry
00
m
^ to
n
w L�
m
^ M
ry N
o
N It
ry
It 00
ry
00
N
N of
d't
Ql
d't
6 0)
d't
6 co
d
o6 N
d d
U1 H
d d't
'i n
S
It
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+So 4+00
STR-3o6 - STR-6 PROFILE
A J
LuO
0 -j
T�
QW
z�
U � lwll
W Y U �
0 O
ul
Z LLu
u J
J
U) H�
J w �
LU O
J 0
�c
OO m
O
N
U w
J
F
w
O w
2
a U)
JOB NO.
182150
SCALE
111- 501
SHEET NO.
20
450
445
440
) GRADE
435
STR:62 VDOT STD. DI-3C (L=6')
TP=439.92
INV IN: 432.6o TO 62 B
INV IN: 435.00 TO 64
INV OUT: 432.5o TO 56
XISTING GRADE (TYP.)
`° II 450
d
m
M LL
Ej 0�O
x0
Ln 0 0 445
-0-0
> m
m o aF
N O D
It Z O
440
PROPOSED
8" WATERLINE
CROSSING
435
L15" RCP
430 27.86 LF Qa 1.44% 430
M
S �
0+00 0+50
STR-62B - STR-62 PROFILE
00
I I
445 m 445
EXISTING GRADE (TYP.) w
o 0
STR:54 VDOT STD. MH H .
TP=435-17 00 °N°
INV IN: 428.00 TO 54D > 440
INV IN: 4z8.o8T054B mj
INV OUT: 426.33 TO 52
v~i H
435 435
PROPOSED
8" WATERLINE
PROPOSED GRADE (TYP.) CROSSING
430 11 1.2' 430
L15" RCP
425 1 J 41.56 LF 1 1.20% 4�5
N ,y
m �
M 0.,
0+00 0+50
STR-54D - STR-54 PROFILE
NOTES:
i. ALL FILL TO BE PLACED AT 95% COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
46o
EXISTING GRADE (TYP.)
STR:56 VDOT STD. MH
TP=439.67
INV IN: 429-93 TO 58
455
INV IN: 432.00 TO 62
INV OUT: 429.83 TO 54B
0
1
p
11
m
M
1
N
450
o
w 0
11
m
moo_
m l�lli /
Ln
O N
tDwO
00
0
mM
� a
Ln 0'
0
�
aF
l0 00 N
O
.t
o
Z 0
445
N V
(0mlIt
„)rZZ
N ..
oZZO
V Z Z Z
46o
STR:66 VDOT STD. DI-36 (L=1o')
TP=443-50
INV IN: 436.77 TO 68
INV OUT: 436.67TO 64
455
STR:68 VDOT STD. DI-3C (L=8')
rTP=444-00
I INV OUT: 438. oo TO 66
I 450
445
4" WATERLINE
440
cRosswG 440
GRADE (TYP.)
1 1.4'
15" RCP
l o' 45-54 LF Qa 2.70%
PROPOSED
III
LOT 48 WATER
SERVICE CROSSING
1.0,
435
l.o'
435
LOT 5o SANITARY LATER/
15" RCP
LOT 49 SANITARY LATERAL
23.15LFQa
2.16%
OT 48 SANITARY LATERAL
15" RCP
52.04 LF Qa o.61%
15" RCP
430
63.77 LF Qa 1.96%
430
.t
co l0
I o
�O al
m
0+00 0+50 1+00 1+50 2+00
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF 4' OR GREATER SHALL HAVE STEPS IN
ACCORDANCE WITH STANDARD ST-i AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH NOTE: HDPE CAN BE USED AS AN ACCEPTABLE
OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES.
ACCORDANCE WITH STANDARD SL-i AS FOUND IN SEE DETAIL ON SHEET 17 FOR HDPE PIPE
THE 2oo8 ROAD AND BRIDGE STANDARDS. BEDDING INFORMATION.
405
400
395
t••
STR:38 VDOT STD. MH
TP=380.00
INV IN: 373.6o TO 40
385 INV OUT: 373.So TO
375 PROPOSED /DOT STD. ES-1
WITH RIPRAP OUTFALL
l 1�
370
Rce /o
INV. 0UT=368.00 2 ttF @y
163'39
PROPOSED VDOT STD. CLASS II RIPRAP OUTFALL
w/ GEOTEXTILE FILTER FABRIC UNDERLAYMENT
(L=24', Wi=6', W2=12', D=2.5' MIN.)
N
a 00
,fir, M M M
0+00 0+50 1+00 1+50
STR-68 - STR-56 PROFILE
PROPOSED GRADE (TYP.)-
STR:4oB VDOT STD. DI-1
TP=399-00
INV IN: 395.00 TO YD-7 /
INV IN: 392.5oTO42 /
INV IN: 394.00 TO 4oD
INV OUT: 390.00 TO 40
EXISTING GRADE (TYP.)
STR:40 VDOT STD. DI-1 /
TP=396.00 /
INV IN: 386.00 TO 4oB /
INV OUT: 379.75 TO 38
�
RCY 33gMo
LF �
'01'2°
24" RCP
170.13 LF @ 3.62%
m m
m O
S
,tO
o
F O 1
0
v, tm C)
> 0)
't 0
Ln F Z Z
�2.8'
z4 RCP 84%
.z�FC1.
I
5
50
STR:54 VDOT STD. MH
TP=435.17
INV IN: 428.00 TO 54D
INV IN: 428.o8 TO 54B
INV OUT: 426.33 TO 52
J
N
m W
0 °
v 00
OOo
STR:46 VDOT STD. DI-3B (L=1o')
^ ry ry o
TP=421.o8
00 00
INV IN: 414.5o TO 48
m T
Ol u,0> ? a aH
INV IN: 416.00 TO ROOF13
N H
O O ~
INV OUT: 413.00TO44B
J) o - Ia>;O
/
0 ij HZZZ
C1
0 n�
> SH
.t0 00
^ZZO
LID
g m
a H IL » >
ZZZ
FL
J
/000�
O
O p
o
m
r
o of
�m
0
0 0
p O w d LOT 8o WATER SERVICE
CROSSING
2.3
rp N
O
V) 0 0 -
/
00 N d �j
m .t
F F I- N
0 111
/
�t 1 Z Z O
II
�t Its
Q0O
I� rj
> HH t�
/
> > >
(AHCL ZZZ
2.
'
LA
1 rmi
m It ar
VERTICAL GRAPHIC SCALE
0 2.5 5 10
( IN FEET )
1 inch = 5 1t.
HORIZONTAL GRAPHIC SCALE
0 25 50 100
( IN FEET )
1 inch = 50 It
20
200
SCOTT/R. Cb-LLINS'Z
Lic. No. 035791,E
p 10/14/21 14
00
J
450
<
m
m
m
Z
0
C
o
°�
k F
v°O
F O0
oO
00
00
U
w
? <
o ,0 N
o . S N
445
Z
L
�-0-co�
C) N 't
O
0
a
Z0
?
w 1i -C)
lj
c
> >
U) HZZ
/
V) FZ ZZ
u
^
440
>
[
L
i
W
`
_
LOT 84 WATER SERVICE
CROSSING
LOT 85 WATER SERVICE
ICI
CROSSING
[
435
LOT83 WATER
SERVICE CROSSING
PROPOSED
i
z 'WATERLINE
81 WATER SERVICE
ICE CROSSING
CROSSING
-LOT 82 WATER
SERVICE CROSSING
0 Ci C) H ? Hz?0 LOT79WATER SERVICE CROSSING
> a aH F a > > > X L24" RCP
.. V) F Z Z Z LOT78 WATER SERVICE CROSSING 41.49 LF Qa i.o1%
Ia> >> 2'8' 1.5' LOT 82 SANITARY LATE
a >
to �ZZZ z "RCP -
LOT 76 WATER SERVICE CROSSING
LOT75WATER SERVICE CROSSING 4�
1.
LOTS 73& 74 WATER SERVICE CROSSING
PROPOSED .3
4" WATERLINE 1 9l
CROSSING
1.3'
.7
01
24" RCP
85.53 LF dal 1.93%
1651
PROPOSED 8" SANITARY
SED 8" SAN
CROSSING
SLOT 73 SANITARY
LOT 72 SANITARY LATERAL
24" RCP
1oo.81 LF Qa 1.14%
4
52.04 LF Qa 1.75%
LOT 81 SANITARY LATERAL
LOT 8o SANITARY LATERAL
24" RCP
49.17 LF Qa 2.54%
LOT 79 SANITARY LATERAL
LOT 78 SANITARY LATERAL
24" RCP
84.18 LF Qa 2.38%
LOT 77 SANITARY LATERAL
24" RCP
29.64 LF @a 1.69%
T76 SANITARY LATERAL
.OT 79 SANITARY LATERAL
STR-56 - OUT PROFILE
430
5 \-24" RCP
\ 118.47 LF Qa 1.04%
`LOT 85 SANITARY LATERAL
34 SANITARY LATERAL 425
LATERAL
W
�
O
N
rl
,,.,
Ol
'D
^
O
L(1
N
O
,,.,
M
S
�,
M
S
,,.,
1�
O
W
ri
d
N
L[1
O
N
M
N
Ol
`t
H
N
'�
ri
rl
O,
S
H
M
V,
n')
Ol
d
^
m
al
^
(n
ry
l0
N
H
0
^
N
00
m
N
l0
O
^
Ol
O
In
N
N
N
lV
cn
M
l�
l0
00
H
Ol
Ol
S
^
O
0)
W
M
0
6
00
OD
,y
Ol
00
0l
M
0l
Ol
0
O
r.j
0
rl
0
H
0
rl
H
H
,y
rl
H
N
H
N
N
N
N
,y
N
M
N
M
m
,.
M
m
m
[,.,
It
,.,,
d
1
m
m
m
m
m
[,.,
M
[,.l
M
S
1
d
s
I
d
It
d
f
-t't
d't
It
ri
a
S
d
S
S
It
d
f
't
r
3
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+5o
6+oo
6+5o
7+00
7+50
8+oo
8+5o
9+00
9+5o
10+00 10+50
11+00 11+5o
12+00
12+50 13+00
N r4 r4 N - .--1 -
Lu
Q t j 7
N
00
Z a ;a
'1
420 Lu
0')
ti
m
c z
Cn Q
N
415 J
' 0
N
410 O Q
L1J Cj 0
N
405 �
Lr)
� �--� L u
J
U) 66
400 Lu O
0 0
T1
395 Q w
U U)lwll
390 Y U
0 O
ul U Lf)
385 w
Z LLJ
J E J
_ F_ 1- 4
38o U. m:
J w
0
J or-0
375
O O
O
N
370 u
W
J
ti
0 w
a m
365 JOB NO.
182150
SCALE
ill _ 501
SHEET NO.
21
PROPOSED GRADE (TYP.
450 450
PROPOSE
WITH
IN'
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH EXISTIN
OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN
ACCORDANCE WITH STANDARD SL-iAS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
NOTE: HDPE CAN BE USED AS AN ACCEPTABLE
SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES.
SEE DETAIL ON SHEET 17 FOR HDPE PIPE
BEDDING INFORMATION.
D
STR:7o VDO
VDOT STD. ES-i TP=444.58
RIPRAP OUTFALL INV OUT: 44
445 445
/. OUT=440.00
440 440
15" RCP
45.86 LF Qa o.55%
435 435
PROPOSED VDOT STD.
W/ GEOTEXTILE FILTER
G GRADE (TYP.) (L=8', W2=3 75', W2=9.2
430 430
.. 0 ? kD
T STD. DI-313 (L=12')
0.25 TO
CLASS II RIPRAP OUTFALL
FABRIC UNDERLAYMENT
5', D=1.5' MIN.)
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH 0+00 o+5o
OF ACCORDANCE
ANCEWITHSTAGREATER HAVE STEPS IN STR-7o -OUT PROFILE
ACCORDANCE WITH STANDARD ST-1 AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
iD
74
J
450 m 450
m M w0
ko o om� 0 0
-�O d codo0
pp, Ln 00 F n
Ln co 0
Ln
m M >
p O M >oo445 0 M 445
m xi mt
in
> m T T H > rn p T. H O O Z)
� Z Z 0 � Z Z O a 0
Q
ra»> F �FZ
Ln ZZZ ,n HZZZ
440 440
PROPOSED GRADE (TYP.) PROPOSED
12" WATERLINE
CROSSING
435 1.0' 435
Lis" RCP
430 So.86 LF Qa 1.28% 430
15" RCP
5575 LF Qa 0.56%
425 425
N N ID
01 01 S N N
I 0 0 0
0+00 0+50 1+00 1+50
STR-8oB - STR-72 PROFILE
STR:4oB VDOT STD. DI-i
TP=399.00
INV IN: 395.00 TO YD-7
INV IN: 392.5o TO 42
^PROPOSED GRADE (TYP.)
INV IN: 394.00 TO 4oD
INV OUT: 390.00 TO 401 rEXISTING GRADE (TYP.) 410
4 3
TP=4o5- 3
INV OUT: 399.33 TO 4oB
405 405
400 400
9v 59�°
395 tiSF�� 395
0
1� 1
390 390
385 385
t 0 00 0
0 0 0 0
m
STR: oD VDOT STD. DI- C
0+00 0+50 1+00
STR-4oD - STR-4oB PROFILE
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR z1B, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
455
NOTES:
1. ALL FILL TO BE PLACED AT 95% COMPACTION.
z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
iv
N N
d
m
m M
m p °^
� OO 0 O
Ln H Ln
0 Lon
o �'t o
o I > M 't 455
m ^ It 00 15
-� �0 � t0
d m 0 Wo^0 / �F?? ��H?
450 m J 00 o o w o ^o 0 0 0 450
V rO 0 ^w0 000 p S SM
OD LO Vl Lll S
0No J M p� 00� m oN'aa� /
H Ln ni m -
Ln 0 000000 M w0 O LD M 0 MMMd °u1 Mgt C IfZ ZO
OCl O N1 m Vl ,n 0^ N Mgt >- .t �tH S 0 �� In F Z Z Z
445 > N M.- o Ln o ^� 0 0 � It zo 't�0
> �� N "R�?o m II >> 445
L : ~ O m o M � II _ _ > > > Ln ~ - - PROPOSE[
in'tZZ0 \ �^ M6 >om Fw» ijFZZZ ZZ
d 00 rr Ln
r Z Z Z pLn o m z 0 ROPOSED GRADE (TYP.) z" WATER
\ 00 aF u »
o° � F o / CROSSING
v 'Zp ,nrzz
440 Ln � Z Z 440
- - / 15" RCP
PROPOSED RCP 55.g8 LF �a o.57%
435 PROPOSED GRADE (TYP. CROSS NG 2 WATERLINE z91 �5LF @ 435
11' 18' RCP /
131.63 LF C 0.87%
18" RCP 18" RCP /
4301$" RCP 7z.56 LF @ 1.02% 59.07 LF Qa 0.95%
�31.3z C 1.00 430
LF
z4" RCP 4,6'
167.33 LF Qa 0.54% ✓ \ /
�4" RCP 4Og
425 39.66 LF @o.61°r6 /
425
\ XISTING GRADE (TYP.)
420 VERTICA GRAPH C SCALE 420
2.s 5 10 20\
( IN FEET )
415 1 inch = 5 R. 4�5
ORIZONT L GRAP IC SCALE /
25 0 ° 2 0
410 410
( IN FEET
1 inch = 50 f .
405 / 405
5'xS' BOX CULVERT PROPOSED /
WITH BLOCKS 9, io, & ii VSMP PLAN
400 / 400
00 In LD 00 LD IXI M •i �t N O N 00 'i O 0t LD 01
S 00 L!1 ^ ^ O1 rl 'i 'i ^ O ,y O W lD N l6 M O1 •i m Q1 00 ^ O Ln O 00 ri O M O M O1 M It
L!1 O ^ lD O! O O M l6 O C) Ol C) <D O M rl l6 V1 M O M L6 S ^ S ^ M 06
�t M It It M M M M M M M M N M ♦i 't ci It m S O S N I M 't 't Lrl L!1 1 V1 It V1 It Ln
.t S d S I d I 3 It S S S S S M d It .t I S .t 't .t 1 It It .t It .t It It It
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+
i�
d
V
m ^
0�00 om00 O
O O ~ EXISTING GRADE
,00
Mnrn; O a
o M � M't 425 0 & 0 425
445 0� 445 o m
00 sZ Z p 5TR:44 VDOT STD. DI-3C (L=8') O o M
a11 > > > STR:8oD VDOT STD. DI-3B (L=6') TP- 1 8 0 � ~
n H z z z TP=440-So 4 7 3 > m
INV IN:41o.83TO44D o s�
INV OUT: 436.00 TO 8o t
INV IN: 41o.1oT0446 a HZ0
440 440 INV OUT: 4 TO 4z F- H Z Z 420
PROPOSED GRADE
435
430
425
435
15" RCP
42.04 LF Qa 1.59%
430
N ,M
t O
O d
� d
0+00 0+50
425
STR-8oD - STR-8o PROFILE
415 415
PROPOSED GRADE (TYP.
410 410
1-iS" RCP
42-44 LF Qa 1.18%
405 405
0+00 0+50
STR-4c,D - STR-44 PROFILE
STR:48
INV 1
INV IN
INV OU
4+00 4+50 5+00 5+50 6+oo 6+5o
STR-78B - STR-56 PROFILE
i5 4:
00
J
430 0 -0 430
✓DOT STD. MH kD
TP=422.50 O v
a
J: 416.67 TO 50 N
: 415.33 TO 48B00
m N
f:41S.00TO46 a0 425
Lr a >
Ln
420 420
PROPOSED 6"
1 z' WATERLINE
CROSSING
415 415
L15" RCP
41.74 LF @a o.82%
410 410
0+00 0+50
STR-486 - STR-48 PROFILE
7+00 7+50 8+oo 8+50 9+00 9+50
EXISTING GRADE (TYP.
440 440
zo
J
m N
0 O
435 0 ° 0 435
n O 0
STR:5o VDOT STD. MH O N A
TP=428.00 �j Ln M a
INV IN: 4z1.00TO5oB m tF
INV IN: 4z1.75TO5z ° Nzo
INV OUT:418.67T048 F a» 430
O,FZz
425 425
PROPOSED GRADE (TYP. PROPOSED
1.0' 8" WATERLINE
CROSSING
420 420
z.6
15" RCP
41.21 LF @ 1.21%
LOT 795ANITARY LATE
415 43.5
Pl O1
CD
� S
o+00 0+50
STR-5oB - STR-So PROFILE
ION
iv
N J
J m
m
450 o m o kp
0 450
LINE
O O -- F p0
M
p m ^a
o 0ia H T MS
445? ? o a ° 445
F o »> in F Z
„rzzz
440 440
)SED GRADE( YP.)
PROPOSED
z" WATERLINE
CROSSING
435 435
STING GRADE (TYP. 69. RCP
69�95 LF Qa o.81%
430 430
r It
O OD O
S S
0+00 0+50 1+00
STR-766 - STR-76 PROFILE
SCOTT/R. Cb-LLINS'Z
Lic. No. 035791
p 10/14/21 IJ
z F
o J
r � °
� F
Z Lu
o � �
O Z J L
Q
,w W z L
y L
/ c
L
�W/
N N N N '--i .--i N
CD CD CD CD
Lu w
Q i
'n
o � o
ti
(� z
Q
N
® J
co
;T a.
i
N
o Gl
w C1 0
N
N
1
Lu T- 1 (n
J T_j uj
J J
11111111 w %O
o �
Q 0
U U) Lo
W Y U �
0 O
ul
F_
zLLLJ
u J
J
� H�
J w �
LU O
J 0
Oo ca
0
N
u
w
J
G
w
W
0 _
d U1
JOB NO.
182150
SCALE
111 _ 501
SHEET NO.
22
T STD. DI-313 (L=12')
0.25 TO
CLASS II RIPRAP OUTFALL
FABRIC UNDERLAYMENT
5', D=1.5' MIN.)
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH 0+00 o+5o
OF ACCORDANCE
ANCEWITHSTAGREATER HAVE STEPS IN STR-7o -OUT PROFILE
ACCORDANCE WITH STANDARD ST-1 AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
iD
74
J
450 m 450
m M w0
ko o om� 0 0
-�O d codo0
pp, Ln 00 F n
Ln co 0
Ln
m M >
p O M >oo445 0 M 445
m xi mt
in
> m T T H > rn p T. H O O Z)
� Z Z 0 � Z Z O a 0
Q
ra»> F �FZ
Ln ZZZ ,n HZZZ
440 440
PROPOSED GRADE (TYP.) PROPOSED
12" WATERLINE
CROSSING
435 1.0' 435
Lis" RCP
430 So.86 LF Qa 1.28% 430
15" RCP
5575 LF Qa 0.56%
425 425
N N ID
01 01 S N N
I 0 0 0
0+00 0+50 1+00 1+50
STR-8oB - STR-72 PROFILE
STR:4oB VDOT STD. DI-i
TP=399.00
INV IN: 395.00 TO YD-7
INV IN: 392.5o TO 42
^PROPOSED GRADE (TYP.)
INV IN: 394.00 TO 4oD
INV OUT: 390.00 TO 401 rEXISTING GRADE (TYP.) 410
4 3
TP=4o5- 3
INV OUT: 399.33 TO 4oB
405 405
400 400
9v 59�°
395 tiSF�� 395
0
1� 1
390 390
385 385
t 0 00 0
0 0 0 0
m
STR: oD VDOT STD. DI- C
0+00 0+50 1+00
STR-4oD - STR-4oB PROFILE
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR z1B, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
455
NOTES:
1. ALL FILL TO BE PLACED AT 95% COMPACTION.
z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
iv
N N
d
m
m M
m p °^
� OO 0 O
Ln H Ln
0 Lon
o �'t o
o I > M 't 455
m ^ It 00 15
-� �0 � t0
d m 0 Wo^0 / �F?? ��H?
450 m J 00 o o w o ^o 0 0 0 450
V rO 0 ^w0 000 p S SM
OD LO Vl Lll S
0No J M p� 00� m oN'aa� /
H Ln ni m -
Ln 0 000000 M w0 O LD M 0 MMMd °u1 Mgt C IfZ ZO
OCl O N1 m Vl ,n 0^ N Mgt >- .t �tH S 0 �� In F Z Z Z
445 > N M.- o Ln o ^� 0 0 � It zo 't�0
> �� N "R�?o m II >> 445
L : ~ O m o M � II _ _ > > > Ln ~ - - PROPOSE[
in'tZZ0 \ �^ M6 >om Fw» ijFZZZ ZZ
d 00 rr Ln
r Z Z Z pLn o m z 0 ROPOSED GRADE (TYP.) z" WATER
\ 00 aF u »
o° � F o / CROSSING
v 'Zp ,nrzz
440 Ln � Z Z 440
- - / 15" RCP
PROPOSED RCP 55.g8 LF �a o.57%
435 PROPOSED GRADE (TYP. CROSS NG 2 WATERLINE z91 �5LF @ 435
11' 18' RCP /
131.63 LF C 0.87%
18" RCP 18" RCP /
4301$" RCP 7z.56 LF @ 1.02% 59.07 LF Qa 0.95%
�31.3z C 1.00 430
LF
z4" RCP 4,6'
167.33 LF Qa 0.54% ✓ \ /
�4" RCP 4Og
425 39.66 LF @o.61°r6 /
425
\ XISTING GRADE (TYP.)
420 VERTICA GRAPH C SCALE 420
2.s 5 10 20\
( IN FEET )
415 1 inch = 5 R. 4�5
ORIZONT L GRAP IC SCALE /
25 0 ° 2 0
410 410
( IN FEET
1 inch = 50 f .
405 / 405
5'xS' BOX CULVERT PROPOSED /
WITH BLOCKS 9, io, & ii VSMP PLAN
400 / 400
00 In LD 00 LD IXI M •i �t N O N 00 'i O 0t LD 01
S 00 L!1 ^ ^ O1 rl 'i 'i ^ O ,y O W lD N l6 M O1 •i m Q1 00 ^ O Ln O 00 ri O M O M O1 M It
L!1 O ^ lD O! O O M l6 O C) Ol C) <D O M rl l6 V1 M O M L6 S ^ S ^ M 06
�t M It It M M M M M M M M N M ♦i 't ci It m S O S N I M 't 't Lrl L!1 1 V1 It V1 It Ln
.t S d S I d I 3 It S S S S S M d It .t I S .t 't .t 1 It It .t It .t It It It
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+
i�
d
V
m ^
0�00 om00 O
O O ~ EXISTING GRADE
,00
Mnrn; O a
o M � M't 425 0 & 0 425
445 0� 445 o m
00 sZ Z p 5TR:44 VDOT STD. DI-3C (L=8') O o M
a11 > > > STR:8oD VDOT STD. DI-3B (L=6') TP- 1 8 0 � ~
n H z z z TP=440-So 4 7 3 > m
INV IN:41o.83TO44D o s�
INV OUT: 436.00 TO 8o t
INV IN: 41o.1oT0446 a HZ0
440 440 INV OUT: 4 TO 4z F- H Z Z 420
PROPOSED GRADE
435
430
425
435
15" RCP
42.04 LF Qa 1.59%
430
N ,M
t O
O d
� d
0+00 0+50
425
STR-8oD - STR-8o PROFILE
415 415
PROPOSED GRADE (TYP.
410 410
1-iS" RCP
42-44 LF Qa 1.18%
405 405
0+00 0+50
STR-4c,D - STR-44 PROFILE
STR:48
INV 1
INV IN
INV OU
4+00 4+50 5+00 5+50 6+oo 6+5o
STR-78B - STR-56 PROFILE
i5 4:
00
J
430 0 -0 430
✓DOT STD. MH kD
TP=422.50 O v
a
J: 416.67 TO 50 N
: 415.33 TO 48B00
m N
f:41S.00TO46 a0 425
Lr a >
Ln
420 420
PROPOSED 6"
1 z' WATERLINE
CROSSING
415 415
L15" RCP
41.74 LF @a o.82%
410 410
0+00 0+50
STR-486 - STR-48 PROFILE
7+00 7+50 8+oo 8+50 9+00 9+50
EXISTING GRADE (TYP.
440 440
zo
J
m N
0 O
435 0 ° 0 435
n O 0
STR:5o VDOT STD. MH O N A
TP=428.00 �j Ln M a
INV IN: 4z1.00TO5oB m tF
INV IN: 4z1.75TO5z ° Nzo
INV OUT:418.67T048 F a» 430
O,FZz
425 425
PROPOSED GRADE (TYP. PROPOSED
1.0' 8" WATERLINE
CROSSING
420 420
z.6
15" RCP
41.21 LF @ 1.21%
LOT 795ANITARY LATE
415 43.5
Pl O1
CD
� S
o+00 0+50
STR-5oB - STR-So PROFILE
ION
iv
N J
J m
m
450 o m o kp
0 450
LINE
O O -- F p0
M
p m ^a
o 0ia H T MS
445? ? o a ° 445
F o »> in F Z
„rzzz
440 440
)SED GRADE( YP.)
PROPOSED
z" WATERLINE
CROSSING
435 435
STING GRADE (TYP. 69. RCP
69�95 LF Qa o.81%
430 430
r It
O OD O
S S
0+00 0+50 1+00
STR-766 - STR-76 PROFILE
SCOTT/R. Cb-LLINS'Z
Lic. No. 035791
p 10/14/21 IJ
z F
o J
r � °
� F
Z Lu
o � �
O Z J L
Q
,w W z L
y L
/ c
L
�W/
N N N N '--i .--i N
CD CD CD CD
Lu w
Q i
'n
o � o
ti
(� z
Q
N
® J
co
;T a.
i
N
o Gl
w C1 0
N
N
1
Lu T- 1 (n
J T_j uj
J J
11111111 w %O
o �
Q 0
U U) Lo
W Y U �
0 O
ul
F_
zLLLJ
u J
J
� H�
J w �
LU O
J 0
Oo ca
0
N
u
w
J
G
w
W
0 _
d U1
JOB NO.
182150
SCALE
111 _ 501
SHEET NO.
22
Lis" RCP
430 So.86 LF Qa 1.28% 430
15" RCP
5575 LF Qa 0.56%
425 425
N N ID
01 01 S N N
I 0 0 0
0+00 0+50 1+00 1+50
STR-8oB - STR-72 PROFILE
STR:4oB VDOT STD. DI-i
TP=399.00
INV IN: 395.00 TO YD-7
INV IN: 392.5o TO 42
^PROPOSED GRADE (TYP.)
INV IN: 394.00 TO 4oD
INV OUT: 390.00 TO 401 rEXISTING GRADE (TYP.) 410
4 3
TP=4o5- 3
INV OUT: 399.33 TO 4oB
405 405
400 400
9v 59�°
395 tiSF�� 395
0
1� 1
390 390
385 385
t 0 00 0
0 0 0 0
m
STR: oD VDOT STD. DI- C
0+00 0+50 1+00
STR-4oD - STR-4oB PROFILE
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR z1B, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
455
NOTES:
1. ALL FILL TO BE PLACED AT 95% COMPACTION.
z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
iv
N N
d
m
m M
m p °^
� OO 0 O
Ln H Ln
0 Lon
o �'t o
o I > M 't 455
m ^ It 00 15
-� �0 � t0
d m 0 Wo^0 / �F?? ��H?
450 m J 00 o o w o ^o 0 0 0 450
V rO 0 ^w0 000 p S SM
OD LO Vl Lll S
0No J M p� 00� m oN'aa� /
H Ln ni m -
Ln 0 000000 M w0 O LD M 0 MMMd °u1 Mgt C IfZ ZO
OCl O N1 m Vl ,n 0^ N Mgt >- .t �tH S 0 �� In F Z Z Z
445 > N M.- o Ln o ^� 0 0 � It zo 't�0
> �� N "R�?o m II >> 445
L : ~ O m o M � II _ _ > > > Ln ~ - - PROPOSE[
in'tZZ0 \ �^ M6 >om Fw» ijFZZZ ZZ
d 00 rr Ln
r Z Z Z pLn o m z 0 ROPOSED GRADE (TYP.) z" WATER
\ 00 aF u »
o° � F o / CROSSING
v 'Zp ,nrzz
440 Ln � Z Z 440
- - / 15" RCP
PROPOSED RCP 55.g8 LF �a o.57%
435 PROPOSED GRADE (TYP. CROSS NG 2 WATERLINE z91 �5LF @ 435
11' 18' RCP /
131.63 LF C 0.87%
18" RCP 18" RCP /
4301$" RCP 7z.56 LF @ 1.02% 59.07 LF Qa 0.95%
�31.3z C 1.00 430
LF
z4" RCP 4,6'
167.33 LF Qa 0.54% ✓ \ /
�4" RCP 4Og
425 39.66 LF @o.61°r6 /
425
\ XISTING GRADE (TYP.)
420 VERTICA GRAPH C SCALE 420
2.s 5 10 20\
( IN FEET )
415 1 inch = 5 R. 4�5
ORIZONT L GRAP IC SCALE /
25 0 ° 2 0
410 410
( IN FEET
1 inch = 50 f .
405 / 405
5'xS' BOX CULVERT PROPOSED /
WITH BLOCKS 9, io, & ii VSMP PLAN
400 / 400
00 In LD 00 LD IXI M •i �t N O N 00 'i O 0t LD 01
S 00 L!1 ^ ^ O1 rl 'i 'i ^ O ,y O W lD N l6 M O1 •i m Q1 00 ^ O Ln O 00 ri O M O M O1 M It
L!1 O ^ lD O! O O M l6 O C) Ol C) <D O M rl l6 V1 M O M L6 S ^ S ^ M 06
�t M It It M M M M M M M M N M ♦i 't ci It m S O S N I M 't 't Lrl L!1 1 V1 It V1 It Ln
.t S d S I d I 3 It S S S S S M d It .t I S .t 't .t 1 It It .t It .t It It It
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+
i�
d
V
m ^
0�00 om00 O
O O ~ EXISTING GRADE
,00
Mnrn; O a
o M � M't 425 0 & 0 425
445 0� 445 o m
00 sZ Z p 5TR:44 VDOT STD. DI-3C (L=8') O o M
a11 > > > STR:8oD VDOT STD. DI-3B (L=6') TP- 1 8 0 � ~
n H z z z TP=440-So 4 7 3 > m
INV IN:41o.83TO44D o s�
INV OUT: 436.00 TO 8o t
INV IN: 41o.1oT0446 a HZ0
440 440 INV OUT: 4 TO 4z F- H Z Z 420
PROPOSED GRADE
435
430
425
435
15" RCP
42.04 LF Qa 1.59%
430
N ,M
t O
O d
� d
0+00 0+50
425
STR-8oD - STR-8o PROFILE
415 415
PROPOSED GRADE (TYP.
410 410
1-iS" RCP
42-44 LF Qa 1.18%
405 405
0+00 0+50
STR-4c,D - STR-44 PROFILE
STR:48
INV 1
INV IN
INV OU
4+00 4+50 5+00 5+50 6+oo 6+5o
STR-78B - STR-56 PROFILE
i5 4:
00
J
430 0 -0 430
✓DOT STD. MH kD
TP=422.50 O v
a
J: 416.67 TO 50 N
: 415.33 TO 48B00
m N
f:41S.00TO46 a0 425
Lr a >
Ln
420 420
PROPOSED 6"
1 z' WATERLINE
CROSSING
415 415
L15" RCP
41.74 LF @a o.82%
410 410
0+00 0+50
STR-486 - STR-48 PROFILE
7+00 7+50 8+oo 8+50 9+00 9+50
EXISTING GRADE (TYP.
440 440
zo
J
m N
0 O
435 0 ° 0 435
n O 0
STR:5o VDOT STD. MH O N A
TP=428.00 �j Ln M a
INV IN: 4z1.00TO5oB m tF
INV IN: 4z1.75TO5z ° Nzo
INV OUT:418.67T048 F a» 430
O,FZz
425 425
PROPOSED GRADE (TYP. PROPOSED
1.0' 8" WATERLINE
CROSSING
420 420
z.6
15" RCP
41.21 LF @ 1.21%
LOT 795ANITARY LATE
415 43.5
Pl O1
CD
� S
o+00 0+50
STR-5oB - STR-So PROFILE
ION
iv
N J
J m
m
450 o m o kp
0 450
LINE
O O -- F p0
M
p m ^a
o 0ia H T MS
445? ? o a ° 445
F o »> in F Z
„rzzz
440 440
)SED GRADE( YP.)
PROPOSED
z" WATERLINE
CROSSING
435 435
STING GRADE (TYP. 69. RCP
69�95 LF Qa o.81%
430 430
r It
O OD O
S S
0+00 0+50 1+00
STR-766 - STR-76 PROFILE
SCOTT/R. Cb-LLINS'Z
Lic. No. 035791
p 10/14/21 IJ
z F
o J
r � °
� F
Z Lu
o � �
O Z J L
Q
,w W z L
y L
/ c
L
�W/
N N N N '--i .--i N
CD CD CD CD
Lu w
Q i
'n
o � o
ti
(� z
Q
N
® J
co
;T a.
i
N
o Gl
w C1 0
N
N
1
Lu T- 1 (n
J T_j uj
J J
11111111 w %O
o �
Q 0
U U) Lo
W Y U �
0 O
ul
F_
zLLLJ
u J
J
� H�
J w �
LU O
J 0
Oo ca
0
N
u
w
J
G
w
W
0 _
d U1
JOB NO.
182150
SCALE
111 _ 501
SHEET NO.
22
STR: oD VDOT STD. DI- C
0+00 0+50 1+00
STR-4oD - STR-4oB PROFILE
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR z1B, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
455
NOTES:
1. ALL FILL TO BE PLACED AT 95% COMPACTION.
z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
iv
N N
d
m
m M
m p °^
� OO 0 O
Ln H Ln
0 Lon
o �'t o
o I > M 't 455
m ^ It 00 15
-� �0 � t0
d m 0 Wo^0 / �F?? ��H?
450 m J 00 o o w o ^o 0 0 0 450
V rO 0 ^w0 000 p S SM
OD LO Vl Lll S
0No J M p� 00� m oN'aa� /
H Ln ni m -
Ln 0 000000 M w0 O LD M 0 MMMd °u1 Mgt C IfZ ZO
OCl O N1 m Vl ,n 0^ N Mgt >- .t �tH S 0 �� In F Z Z Z
445 > N M.- o Ln o ^� 0 0 � It zo 't�0
> �� N "R�?o m II >> 445
L : ~ O m o M � II _ _ > > > Ln ~ - - PROPOSE[
in'tZZ0 \ �^ M6 >om Fw» ijFZZZ ZZ
d 00 rr Ln
r Z Z Z pLn o m z 0 ROPOSED GRADE (TYP.) z" WATER
\ 00 aF u »
o° � F o / CROSSING
v 'Zp ,nrzz
440 Ln � Z Z 440
- - / 15" RCP
PROPOSED RCP 55.g8 LF �a o.57%
435 PROPOSED GRADE (TYP. CROSS NG 2 WATERLINE z91 �5LF @ 435
11' 18' RCP /
131.63 LF C 0.87%
18" RCP 18" RCP /
4301$" RCP 7z.56 LF @ 1.02% 59.07 LF Qa 0.95%
�31.3z C 1.00 430
LF
z4" RCP 4,6'
167.33 LF Qa 0.54% ✓ \ /
�4" RCP 4Og
425 39.66 LF @o.61°r6 /
425
\ XISTING GRADE (TYP.)
420 VERTICA GRAPH C SCALE 420
2.s 5 10 20\
( IN FEET )
415 1 inch = 5 R. 4�5
ORIZONT L GRAP IC SCALE /
25 0 ° 2 0
410 410
( IN FEET
1 inch = 50 f .
405 / 405
5'xS' BOX CULVERT PROPOSED /
WITH BLOCKS 9, io, & ii VSMP PLAN
400 / 400
00 In LD 00 LD IXI M •i �t N O N 00 'i O 0t LD 01
S 00 L!1 ^ ^ O1 rl 'i 'i ^ O ,y O W lD N l6 M O1 •i m Q1 00 ^ O Ln O 00 ri O M O M O1 M It
L!1 O ^ lD O! O O M l6 O C) Ol C) <D O M rl l6 V1 M O M L6 S ^ S ^ M 06
�t M It It M M M M M M M M N M ♦i 't ci It m S O S N I M 't 't Lrl L!1 1 V1 It V1 It Ln
.t S d S I d I 3 It S S S S S M d It .t I S .t 't .t 1 It It .t It .t It It It
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+
i�
d
V
m ^
0�00 om00 O
O O ~ EXISTING GRADE
,00
Mnrn; O a
o M � M't 425 0 & 0 425
445 0� 445 o m
00 sZ Z p 5TR:44 VDOT STD. DI-3C (L=8') O o M
a11 > > > STR:8oD VDOT STD. DI-3B (L=6') TP- 1 8 0 � ~
n H z z z TP=440-So 4 7 3 > m
INV IN:41o.83TO44D o s�
INV OUT: 436.00 TO 8o t
INV IN: 41o.1oT0446 a HZ0
440 440 INV OUT: 4 TO 4z F- H Z Z 420
PROPOSED GRADE
435
430
425
435
15" RCP
42.04 LF Qa 1.59%
430
N ,M
t O
O d
� d
0+00 0+50
425
STR-8oD - STR-8o PROFILE
415 415
PROPOSED GRADE (TYP.
410 410
1-iS" RCP
42-44 LF Qa 1.18%
405 405
0+00 0+50
STR-4c,D - STR-44 PROFILE
STR:48
INV 1
INV IN
INV OU
4+00 4+50 5+00 5+50 6+oo 6+5o
STR-78B - STR-56 PROFILE
i5 4:
00
J
430 0 -0 430
✓DOT STD. MH kD
TP=422.50 O v
a
J: 416.67 TO 50 N
: 415.33 TO 48B00
m N
f:41S.00TO46 a0 425
Lr a >
Ln
420 420
PROPOSED 6"
1 z' WATERLINE
CROSSING
415 415
L15" RCP
41.74 LF @a o.82%
410 410
0+00 0+50
STR-486 - STR-48 PROFILE
7+00 7+50 8+oo 8+50 9+00 9+50
EXISTING GRADE (TYP.
440 440
zo
J
m N
0 O
435 0 ° 0 435
n O 0
STR:5o VDOT STD. MH O N A
TP=428.00 �j Ln M a
INV IN: 4z1.00TO5oB m tF
INV IN: 4z1.75TO5z ° Nzo
INV OUT:418.67T048 F a» 430
O,FZz
425 425
PROPOSED GRADE (TYP. PROPOSED
1.0' 8" WATERLINE
CROSSING
420 420
z.6
15" RCP
41.21 LF @ 1.21%
LOT 795ANITARY LATE
415 43.5
Pl O1
CD
� S
o+00 0+50
STR-5oB - STR-So PROFILE
ION
iv
N J
J m
m
450 o m o kp
0 450
LINE
O O -- F p0
M
p m ^a
o 0ia H T MS
445? ? o a ° 445
F o »> in F Z
„rzzz
440 440
)SED GRADE( YP.)
PROPOSED
z" WATERLINE
CROSSING
435 435
STING GRADE (TYP. 69. RCP
69�95 LF Qa o.81%
430 430
r It
O OD O
S S
0+00 0+50 1+00
STR-766 - STR-76 PROFILE
SCOTT/R. Cb-LLINS'Z
Lic. No. 035791
p 10/14/21 IJ
z F
o J
r � °
� F
Z Lu
o � �
O Z J L
Q
,w W z L
y L
/ c
L
�W/
N N N N '--i .--i N
CD CD CD CD
Lu w
Q i
'n
o � o
ti
(� z
Q
N
® J
co
;T a.
i
N
o Gl
w C1 0
N
N
1
Lu T- 1 (n
J T_j uj
J J
11111111 w %O
o �
Q 0
U U) Lo
W Y U �
0 O
ul
F_
zLLLJ
u J
J
� H�
J w �
LU O
J 0
Oo ca
0
N
u
w
J
G
w
W
0 _
d U1
JOB NO.
182150
SCALE
111 _ 501
SHEET NO.
22
m ^ It 00 15
-� �0 � t0
d m 0 Wo^0 / �F?? ��H?
450 m J 00 o o w o ^o 0 0 0 450
V rO 0 ^w0 000 p S SM
OD LO Vl Lll S
0No J M p� 00� m oN'aa� /
H Ln ni m -
Ln 0 000000 M w0 O LD M 0 MMMd °u1 Mgt C IfZ ZO
OCl O N1 m Vl ,n 0^ N Mgt >- .t �tH S 0 �� In F Z Z Z
445 > N M.- o Ln o ^� 0 0 � It zo 't�0
> �� N "R�?o m II >> 445
L : ~ O m o M � II _ _ > > > Ln ~ - - PROPOSE[
in'tZZ0 \ �^ M6 >om Fw» ijFZZZ ZZ
d 00 rr Ln
r Z Z Z pLn o m z 0 ROPOSED GRADE (TYP.) z" WATER
\ 00 aF u »
o° � F o / CROSSING
v 'Zp ,nrzz
440 Ln � Z Z 440
- - / 15" RCP
PROPOSED RCP 55.g8 LF �a o.57%
435 PROPOSED GRADE (TYP. CROSS NG 2 WATERLINE z91 �5LF @ 435
11' 18' RCP /
131.63 LF C 0.87%
18" RCP 18" RCP /
4301$" RCP 7z.56 LF @ 1.02% 59.07 LF Qa 0.95%
�31.3z C 1.00 430
LF
z4" RCP 4,6'
167.33 LF Qa 0.54% ✓ \ /
�4" RCP 4Og
425 39.66 LF @o.61°r6 /
425
\ XISTING GRADE (TYP.)
420 VERTICA GRAPH C SCALE 420
2.s 5 10 20\
( IN FEET )
415 1 inch = 5 R. 4�5
ORIZONT L GRAP IC SCALE /
25 0 ° 2 0
410 410
( IN FEET
1 inch = 50 f .
405 / 405
5'xS' BOX CULVERT PROPOSED /
WITH BLOCKS 9, io, & ii VSMP PLAN
400 / 400
00 In LD 00 LD IXI M •i �t N O N 00 'i O 0t LD 01
S 00 L!1 ^ ^ O1 rl 'i 'i ^ O ,y O W lD N l6 M O1 •i m Q1 00 ^ O Ln O 00 ri O M O M O1 M It
L!1 O ^ lD O! O O M l6 O C) Ol C) <D O M rl l6 V1 M O M L6 S ^ S ^ M 06
�t M It It M M M M M M M M N M ♦i 't ci It m S O S N I M 't 't Lrl L!1 1 V1 It V1 It Ln
.t S d S I d I 3 It S S S S S M d It .t I S .t 't .t 1 It It .t It .t It It It
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+
i�
d
V
m ^
0�00 om00 O
O O ~ EXISTING GRADE
,00
Mnrn; O a
o M � M't 425 0 & 0 425
445 0� 445 o m
00 sZ Z p 5TR:44 VDOT STD. DI-3C (L=8') O o M
a11 > > > STR:8oD VDOT STD. DI-3B (L=6') TP- 1 8 0 � ~
n H z z z TP=440-So 4 7 3 > m
INV IN:41o.83TO44D o s�
INV OUT: 436.00 TO 8o t
INV IN: 41o.1oT0446 a HZ0
440 440 INV OUT: 4 TO 4z F- H Z Z 420
PROPOSED GRADE
435
430
425
435
15" RCP
42.04 LF Qa 1.59%
430
N ,M
t O
O d
� d
0+00 0+50
425
STR-8oD - STR-8o PROFILE
415 415
PROPOSED GRADE (TYP.
410 410
1-iS" RCP
42-44 LF Qa 1.18%
405 405
0+00 0+50
STR-4c,D - STR-44 PROFILE
STR:48
INV 1
INV IN
INV OU
4+00 4+50 5+00 5+50 6+oo 6+5o
STR-78B - STR-56 PROFILE
i5 4:
00
J
430 0 -0 430
✓DOT STD. MH kD
TP=422.50 O v
a
J: 416.67 TO 50 N
: 415.33 TO 48B00
m N
f:41S.00TO46 a0 425
Lr a >
Ln
420 420
PROPOSED 6"
1 z' WATERLINE
CROSSING
415 415
L15" RCP
41.74 LF @a o.82%
410 410
0+00 0+50
STR-486 - STR-48 PROFILE
7+00 7+50 8+oo 8+50 9+00 9+50
EXISTING GRADE (TYP.
440 440
zo
J
m N
0 O
435 0 ° 0 435
n O 0
STR:5o VDOT STD. MH O N A
TP=428.00 �j Ln M a
INV IN: 4z1.00TO5oB m tF
INV IN: 4z1.75TO5z ° Nzo
INV OUT:418.67T048 F a» 430
O,FZz
425 425
PROPOSED GRADE (TYP. PROPOSED
1.0' 8" WATERLINE
CROSSING
420 420
z.6
15" RCP
41.21 LF @ 1.21%
LOT 795ANITARY LATE
415 43.5
Pl O1
CD
� S
o+00 0+50
STR-5oB - STR-So PROFILE
ION
iv
N J
J m
m
450 o m o kp
0 450
LINE
O O -- F p0
M
p m ^a
o 0ia H T MS
445? ? o a ° 445
F o »> in F Z
„rzzz
440 440
)SED GRADE( YP.)
PROPOSED
z" WATERLINE
CROSSING
435 435
STING GRADE (TYP. 69. RCP
69�95 LF Qa o.81%
430 430
r It
O OD O
S S
0+00 0+50 1+00
STR-766 - STR-76 PROFILE
SCOTT/R. Cb-LLINS'Z
Lic. No. 035791
p 10/14/21 IJ
z F
o J
r � °
� F
Z Lu
o � �
O Z J L
Q
,w W z L
y L
/ c
L
�W/
N N N N '--i .--i N
CD CD CD CD
Lu w
Q i
'n
o � o
ti
(� z
Q
N
® J
co
;T a.
i
N
o Gl
w C1 0
N
N
1
Lu T- 1 (n
J T_j uj
J J
11111111 w %O
o �
Q 0
U U) Lo
W Y U �
0 O
ul
F_
zLLLJ
u J
J
� H�
J w �
LU O
J 0
Oo ca
0
N
u
w
J
G
w
W
0 _
d U1
JOB NO.
182150
SCALE
111 _ 501
SHEET NO.
22
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+
i�
d
V
m ^
0�00 om00 O
O O ~ EXISTING GRADE
,00
Mnrn; O a
o M � M't 425 0 & 0 425
445 0� 445 o m
00 sZ Z p 5TR:44 VDOT STD. DI-3C (L=8') O o M
a11 > > > STR:8oD VDOT STD. DI-3B (L=6') TP- 1 8 0 � ~
n H z z z TP=440-So 4 7 3 > m
INV IN:41o.83TO44D o s�
INV OUT: 436.00 TO 8o t
INV IN: 41o.1oT0446 a HZ0
440 440 INV OUT: 4 TO 4z F- H Z Z 420
PROPOSED GRADE
435
430
425
435
15" RCP
42.04 LF Qa 1.59%
430
N ,M
t O
O d
� d
0+00 0+50
425
STR-8oD - STR-8o PROFILE
415 415
PROPOSED GRADE (TYP.
410 410
1-iS" RCP
42-44 LF Qa 1.18%
405 405
0+00 0+50
STR-4c,D - STR-44 PROFILE
STR:48
INV 1
INV IN
INV OU
4+00 4+50 5+00 5+50 6+oo 6+5o
STR-78B - STR-56 PROFILE
i5 4:
00
J
430 0 -0 430
✓DOT STD. MH kD
TP=422.50 O v
a
J: 416.67 TO 50 N
: 415.33 TO 48B00
m N
f:41S.00TO46 a0 425
Lr a >
Ln
420 420
PROPOSED 6"
1 z' WATERLINE
CROSSING
415 415
L15" RCP
41.74 LF @a o.82%
410 410
0+00 0+50
STR-486 - STR-48 PROFILE
7+00 7+50 8+oo 8+50 9+00 9+50
EXISTING GRADE (TYP.
440 440
zo
J
m N
0 O
435 0 ° 0 435
n O 0
STR:5o VDOT STD. MH O N A
TP=428.00 �j Ln M a
INV IN: 4z1.00TO5oB m tF
INV IN: 4z1.75TO5z ° Nzo
INV OUT:418.67T048 F a» 430
O,FZz
425 425
PROPOSED GRADE (TYP. PROPOSED
1.0' 8" WATERLINE
CROSSING
420 420
z.6
15" RCP
41.21 LF @ 1.21%
LOT 795ANITARY LATE
415 43.5
Pl O1
CD
� S
o+00 0+50
STR-5oB - STR-So PROFILE
ION
iv
N J
J m
m
450 o m o kp
0 450
LINE
O O -- F p0
M
p m ^a
o 0ia H T MS
445? ? o a ° 445
F o »> in F Z
„rzzz
440 440
)SED GRADE( YP.)
PROPOSED
z" WATERLINE
CROSSING
435 435
STING GRADE (TYP. 69. RCP
69�95 LF Qa o.81%
430 430
r It
O OD O
S S
0+00 0+50 1+00
STR-766 - STR-76 PROFILE
SCOTT/R. Cb-LLINS'Z
Lic. No. 035791
p 10/14/21 IJ
z F
o J
r � °
� F
Z Lu
o � �
O Z J L
Q
,w W z L
y L
/ c
L
�W/
N N N N '--i .--i N
CD CD CD CD
Lu w
Q i
'n
o � o
ti
(� z
Q
N
® J
co
;T a.
i
N
o Gl
w C1 0
N
N
1
Lu T- 1 (n
J T_j uj
J J
11111111 w %O
o �
Q 0
U U) Lo
W Y U �
0 O
ul
F_
zLLLJ
u J
J
� H�
J w �
LU O
J 0
Oo ca
0
N
u
w
J
G
w
W
0 _
d U1
JOB NO.
182150
SCALE
111 _ 501
SHEET NO.
22
420 420
PROPOSED 6"
1 z' WATERLINE
CROSSING
415 415
L15" RCP
41.74 LF @a o.82%
410 410
0+00 0+50
STR-486 - STR-48 PROFILE
7+00 7+50 8+oo 8+50 9+00 9+50
EXISTING GRADE (TYP.
440 440
zo
J
m N
0 O
435 0 ° 0 435
n O 0
STR:5o VDOT STD. MH O N A
TP=428.00 �j Ln M a
INV IN: 4z1.00TO5oB m tF
INV IN: 4z1.75TO5z ° Nzo
INV OUT:418.67T048 F a» 430
O,FZz
425 425
PROPOSED GRADE (TYP. PROPOSED
1.0' 8" WATERLINE
CROSSING
420 420
z.6
15" RCP
41.21 LF @ 1.21%
LOT 795ANITARY LATE
415 43.5
Pl O1
CD
� S
o+00 0+50
STR-5oB - STR-So PROFILE
ION
iv
N J
J m
m
450 o m o kp
0 450
LINE
O O -- F p0
M
p m ^a
o 0ia H T MS
445? ? o a ° 445
F o »> in F Z
„rzzz
440 440
)SED GRADE( YP.)
PROPOSED
z" WATERLINE
CROSSING
435 435
STING GRADE (TYP. 69. RCP
69�95 LF Qa o.81%
430 430
r It
O OD O
S S
0+00 0+50 1+00
STR-766 - STR-76 PROFILE
SCOTT/R. Cb-LLINS'Z
Lic. No. 035791
p 10/14/21 IJ
z F
o J
r � °
� F
Z Lu
o � �
O Z J L
Q
,w W z L
y L
/ c
L
�W/
N N N N '--i .--i N
CD CD CD CD
Lu w
Q i
'n
o � o
ti
(� z
Q
N
® J
co
;T a.
i
N
o Gl
w C1 0
N
N
1
Lu T- 1 (n
J T_j uj
J J
11111111 w %O
o �
Q 0
U U) Lo
W Y U �
0 O
ul
F_
zLLLJ
u J
J
� H�
J w �
LU O
J 0
Oo ca
0
N
u
w
J
G
w
W
0 _
d U1
JOB NO.
182150
SCALE
111 _ 501
SHEET NO.
22
425 425
PROPOSED GRADE (TYP. PROPOSED
1.0' 8" WATERLINE
CROSSING
420 420
z.6
15" RCP
41.21 LF @ 1.21%
LOT 795ANITARY LATE
415 43.5
Pl O1
CD
� S
o+00 0+50
STR-5oB - STR-So PROFILE
ION
iv
N J
J m
m
450 o m o kp
0 450
LINE
O O -- F p0
M
p m ^a
o 0ia H T MS
445? ? o a ° 445
F o »> in F Z
„rzzz
440 440
)SED GRADE( YP.)
PROPOSED
z" WATERLINE
CROSSING
435 435
STING GRADE (TYP. 69. RCP
69�95 LF Qa o.81%
430 430
r It
O OD O
S S
0+00 0+50 1+00
STR-766 - STR-76 PROFILE
SCOTT/R. Cb-LLINS'Z
Lic. No. 035791
p 10/14/21 IJ
z F
o J
r � °
� F
Z Lu
o � �
O Z J L
Q
,w W z L
y L
/ c
L
�W/
N N N N '--i .--i N
CD CD CD CD
Lu w
Q i
'n
o � o
ti
(� z
Q
N
® J
co
;T a.
i
N
o Gl
w C1 0
N
N
1
Lu T- 1 (n
J T_j uj
J J
11111111 w %O
o �
Q 0
U U) Lo
W Y U �
0 O
ul
F_
zLLLJ
u J
J
� H�
J w �
LU O
J 0
Oo ca
0
N
u
w
J
G
w
W
0 _
d U1
JOB NO.
182150
SCALE
111 _ 501
SHEET NO.
22
Pl O1
CD
� S
o+00 0+50
STR-5oB - STR-So PROFILE
ION
iv
N J
J m
m
450 o m o kp
0 450
LINE
O O -- F p0
M
p m ^a
o 0ia H T MS
445? ? o a ° 445
F o »> in F Z
„rzzz
440 440
)SED GRADE( YP.)
PROPOSED
z" WATERLINE
CROSSING
435 435
STING GRADE (TYP. 69. RCP
69�95 LF Qa o.81%
430 430
r It
O OD O
S S
0+00 0+50 1+00
STR-766 - STR-76 PROFILE
SCOTT/R. Cb-LLINS'Z
Lic. No. 035791
p 10/14/21 IJ
z F
o J
r � °
� F
Z Lu
o � �
O Z J L
Q
,w W z L
y L
/ c
L
�W/
N N N N '--i .--i N
CD CD CD CD
Lu w
Q i
'n
o � o
ti
(� z
Q
N
® J
co
;T a.
i
N
o Gl
w C1 0
N
N
1
Lu T- 1 (n
J T_j uj
J J
11111111 w %O
o �
Q 0
U U) Lo
W Y U �
0 O
ul
F_
zLLLJ
u J
J
� H�
J w �
LU O
J 0
Oo ca
0
N
u
w
J
G
w
W
0 _
d U1
JOB NO.
182150
SCALE
111 _ 501
SHEET NO.
22
0+00 0+50 1+00
STR-766 - STR-76 PROFILE
SCOTT/R. Cb-LLINS'Z
Lic. No. 035791
p 10/14/21 IJ
z F
o J
r � °
� F
Z Lu
o � �
O Z J L
Q
,w W z L
y L
/ c
L
�W/
N N N N '--i .--i N
CD CD CD CD
Lu w
Q i
'n
o � o
ti
(� z
Q
N
® J
co
;T a.
i
N
o Gl
w C1 0
N
N
1
Lu T- 1 (n
J T_j uj
J J
11111111 w %O
o �
Q 0
U U) Lo
W Y U �
0 O
ul
F_
zLLLJ
u J
J
� H�
J w �
LU O
J 0
Oo ca
0
N
u
w
J
G
w
W
0 _
d U1
JOB NO.
182150
SCALE
111 _ 501
SHEET NO.
22
N N N N '--i .--i N
CD CD CD CD
Lu w
Q i
'n
o � o
ti
(� z
Q
N
® J
co
;T a.
i
N
o Gl
w C1 0
N
N
1
Lu T- 1 (n
J T_j uj
J J
11111111 w %O
o �
Q 0
U U) Lo
W Y U �
0 O
ul
F_
zLLLJ
u J
J
� H�
J w �
LU O
J 0
Oo ca
0
N
u
w
J
G
w
W
0 _
d U1
JOB NO.
182150
SCALE
111 _ 501
SHEET NO.
22
DRAINAGE DESCRY
PIPE INFORMATON
:"`-'-`-•r` : �„__, �_ STR. NO. DU+. LENGTH* SLOPE INVERT INVERT MATER
.Il<I<
\ I / < r - ... ----• �\ (in.) (R.) (1/6) IN OUT
/� 1 \\ICI\\ / PROPOSED,.: . \ �\ \ \ \\ \ 1 I / / /r / / -- r - - 10
205.54 0.52% 439.58 438.52 RCP
7 15 176.+o a.01% 438.42 437.52 RCP
I �T
114.67 1.01 % 436.00 434.65 RCP
4 24 62.67 1.19% 434.7E 434-00 RCP
a�
�
o /
LOT __ YY (t 1s8
I II� <I I•`I <I / I I ase.le RCP
-T _ k ---
1 - LOT
\\\ \\Ik ` J k '
\ \ / k
15 6759 106% 458.08 457.33 RCP
0.53% 447.50 448.85 RCP
11 24 29.15 0.58% 446.7E 446.58 RCP
i
i
-- 1'� .�k �`1 � • 12B ,
<
I.`L.24 ♦ - _ •mT r ! /< / I`
` 12A 15 27.75 1.t1% 454.7: 457.33 RCP
l l / l l l l l // 1 I b / / / \ / � \ \ ) 1 I I p i \ • ' .� ROOF6'�=- r . ` � L� LOT LOT �` � iRt YD-i < -,... ,,. <
DIVIDE (TYP
// l l / , I / 1 / `'i I/ \ I I I / ` •� `I` J I`l<I L\ --
z6
20
I / �// I I / / I /,✓ (/ / / // / I �< < �� I - - - E<_ - - - __-= YD-iA . 28 15 51.10 0.78% 450.50 450.10 RCP
27
v iz 1
`llll/lll IIIII �`��� // � // // �4/B i I l // //i)Y \< 11•I. I ii �� \ -- - -- /
RCP
22
;: � I II IIII I I \ \ _ 1 .� / / / / / - �'�� / � // / ' I <� .� .' \ ; <� <�<\ k� '_ - � - � � N- j '. • •., 21 16 as.as oss% 44s.az a4ss3 RCP
o \l\ < 1<\p`
III III I \ / k _ _/ / / 1 /� `. \ -_ �. _ / " < `..<✓, , < . < < /` ` I < 19 24 130A0 0.55% 440.33 448.10 RCP
( ) - - .:
a+� PROPOSED GREENWAY TYP. eR �c- / k �l s- - n 24 ss.61 o.e9% 44e.eo aazso RCP
-�`
20B
PROPOSED C ULVERT- I YD-5B ►" _ I = 20A 15 33.90 1.24% 452.17 45175 RCP
\ I I
A I z LOT -
SEE SHEETS o- 1 FOR / LOT `
3 3 I � � LOT
of `I , � EXISTING STREAM
DESIGNINFORMATION
- - - - /306
70 �\ .r �' (, 'r ` I� / <` �I PROPOSED GREENWAY (34
TYP.) -T - oA 15 29.15 0,53% 440.58 440.43 RCP
__ ---__--/I/ / / / aoD' YD 5% "✓ \ - ll f, / -r- 30
Ii 'ice I
., ...:... ,- �►- l 80f I � y-_,,.. 'I \ � LOT r / ---
# 2C 15 156.27 0.52% 440.33 439.52 RCP
ROOF7 j�\ 28
X 5TG
` P E IN WETLANDS (TYP.) / / \ 3s.as 438.50 RCP
_ - -- -r. � � �786 -=--_ -- � � ♦ ,., �- : �/ �. :. ^ s'�/-, [°T, � ✓ / / / / / / '-I�
/
/r
IXIS11N6gRCNERAVENVE / }\ £/ ,- _ •' \
EN SIIN4CVBl CRO.<O I . .c -.�
zee
�� - _�_ _. 74 59 2 ., p //r /yi.•! / , �k , I / �` � / � / / L
/ 2eA 15 27.72 1.19% 448.00 447.67 RCP
:, i ': •/ / - - �- _. 8 _-:_ RA��nmx _. t ',J__- _- � � _., - Gw- 404 t kr YD-5 ' - - ✓ ` Lor �/ � I / / ' / ' / / / �
DRAINAGE DIVIDE (TYP.)
- 76. ". •/ / , - ---- - - _, -- � � < � � // y_ GG 24 118.47 1.04% 429.83 428.e0 RCP
r>
'LOT Y/ f ' / / / / / f 1� 500 24 41.49 1.01 % 428.50 428.08 RCP
l i �' \ \ ♦ " \ \� \ \ / ' \ ,`\ \` - r 3o RooFB ILOT r" //// / j'/,4 "rIIi I Y. / / l // / / / / / R� a- -
I`1 \ 51
Lot ,(>/ q-.✓ ,�/ / / / St 24 52.04 1.75% 426.33 425.42 RCP
--------------� \ I I I / \ \ # ae /'/// \/£�/k I Y / l / / / / 0 - 52
- 51 24 49.17 2.54% 1 423.00 421.75 RCP
50
42
l , _ %. 24 84.1e 2.38% 418.67 4W67 RCP
RAINAGE DIVIDE (TYP.)
/ / (�/ A i v # fROOFs2 // /k 5'�/ ✓% lf. 1/ ♦♦ it
/ I \\\ f r ^. , ,/ � \\ •` '/ �tor 'S" ` / i / \ � /k `/ ` � 414.50 RCP
76
/ k / I I I \ \ 7G 24 85.53 1,93% 413.00 411.35 RCP
/ PROPERTY BOUNDARY (TYP.) 1 �-/ J j .r6T � �� �/�/t-/�. /t k I \ \ \ \ � \ \\I aoa
os///✓%/-('7��i<}- / / \ \ V \ V I�
� ,, ✓/%/% �/Y�/��� ` l � � / I \V A \ � 24 100.81 1.14% 411.2: 410.10 RCP
/ / / / % / 1-I /� / - _ ce // < /✓/ G°� I \ \ \ 46 24 145.11 A.1!% 443.00 404.00 RCP
/ // ` li // � ` v ' a} �(�✓%/f�"/,'%/�� � ��<��I I
,
/ / Lor /tr - ` , / %/C` y %✓ y� .�,� / ,� '(,( i/Sy I \\A- \ \ \ \ \ \ \ 11 24 123.03 2.84% 396.00 392.50 RCP
/ 1 / a , ✓ Y / ,✓ \ :-•l, :'7'kk \\ 1 \ \ \\_ �_ �F 40A
- / - // / / j % �/ ��, // / / // LOT /f �� } / j<j<�` c�j"/`F'.. ✓ /</ <� / \ \ \ �\ �-F _ - ` 40A 24 167,70 3.73% 390.00 386.00 RCP
/EXISTINGSTREAMr 40
/ / / //, / // < % ? `/ ar / /f / �/`/ ! •�- -yCi �' / / -�' '�' 1 - 39 24 170.13 3.62% 379.7E 373.60 RCP
38
/ �i oT / EXISTING STREAM ': I 37 24 16139 3.37% 373s0 36a.90 RCP
` t .
/�% / ✓ / -� �- / -�- - / I 40A
/// 40C 15 70.20 7.59 % 399.33 394.00 RCP
tOT
SoB L°T �
YD 7E ,e� �,.. � x� it y�,/
IIII / � = _ � - \ \ \� // / // ' I � < al � r l - ( or � £ /✓'/// / � \..-, // / / / / /
I I I � �/ � / � � \ \ \ \ / / �/ / / / // / / ) . I• < I ,/ / /'/ / ,<� z a6 / a ' � !°T 6 ��� %��%y'�✓%y ✓�k � y< Ir` . Y' \< / l l /I // / / / /
Lot
PROPOSED GREENWAY
41
/ �T ,ice /<✓'�"'�' �,-�f// </ / // l / f /
IIII -i / / � '<�\ �_ / / / / / / I �< `I< \ Lor , ss / r k �Y </s/j ✓ ✓i"/1/ </ ,/i! / < /<`/" / } / / / l / / / / f
( I< <%/<.:'/(/'�/./< 7 LROOFiS' 446 � �ss ROOFiy ;� %✓/</`/✓3/< t J• ,`i < ,?'</� �� ,/f% / //' / / / / / / / / I
i
IIIII �`�II\\_� �l //I\/\\\\ � � �// ///``�<< I<<I* �/./,� `�`/^1 Ili � ♦-, f"j.j`,���/�ir��•;�.�%/ ./ /k%� ///,�j/ �// // // / /
< JI` IIL /. \�/•//ii��i�t+"�,'yh�///// �// ///f f/ l / / / I
<'<l�<l�p `I �,. - 44D ��i✓�//y/�f ��''�=; jkp, / // �/ // j/// / / / /
`k�`�✓-//////✓`</,rI<Ikilk
Y ,. I < / ,I < < o* ' \ l < /i/< / /f A < PROPERTY BOUNDARY TYP.
1-_1 I III\-_ �� -- /'/`/ /// ///// ';Il, (y/ </// /I Y § J � �� `/r/'///✓�//%� ,% �<�,/ .- � / // ,
I\\III \ \\\(< < Y<
\\ ( I I \ \ _ ��/ // ///// / / // / \ / i / /, /. / 6g / `// ///✓ i< EXISTING WETLANDS (TYP.)
,' 6a
\\\\ \\\\ / p\ �\ I I I\\ __�- ' //if/// / l/� /` / l,` l< \ '/` ��✓,i i1i`iy `/; 'k
4/
`DRAINAGE DIVIDE'(TYP.) )"t-7/ /
\\\\\ \ \ \ I) 1\
p
�-� /./° i9/
/III/III IIII / / % \ I I II \ \ ly\"/_ t • `I f `!�/%i k\/�'' /` ✓ � // / / / l / I � � __�\__
If
/// A IIII AI1II/I�✓ ,(I<I I<� vo/ i/i /< ul
j_
i<< / �/ v vv
` I�-\'-\za _
\
/IIII �
/// / // �I / / s .� /" / / / �v GRAPHIC SIC
/ EXISTING ST<
/ EREA / o - AP so � I °60 ` \
- \ -
///�/// a=,�'`<� ✓ / / // // ( IN FEET
1 inch 85Y ft.
PROPOSED GREENWAY (TYP.) / /
I,I J
ASTING ioo-YEAR FLOODPLAIN (TYP.) / "� 1�
I A �I
/JI / // /I I � k<� °I< J`` y�i�<< k�'Y�r'�/ "
\ � -dz✓ I I I I III \� � I ��I / / / 1 , I I/.I< .� t < tt ✓ <���`o�� '��° ' /k ,i j7 l I I � � � // �/ / /�-_- -/- _----- � -
\ \ \ � J I I 1 I � ` IIII � 1 III\ / ' � I I `i <�< �` �I•'- <� • ,� ;`�,(:'': • :: � �_ , �, �` /mil I I I ^� I I I � / / / -_ - � � �_ _ = _ _ - -_ �//
YARD DRAINAGE DESCRIPTIONS
PIPE INFORMATION
INLET INFORMATION
STR. NO.
-6IA.
(in.)
LENGTH*
(0,)
SLOPE(%)
INVERT
IN
INVERT
OUT
MATERIAL
INLET TYPE
RIM
ELEVATION
YD-1A
15" Yard Inlet
455.60
,
12
126.83
9.46%
455.00
440.00
HOPE
YD-1,
15" Yard Inlet
444.00
12
11.00
4.55 /0
440.00
439.50
HOPE
YD3C,
12" Yard Inlet
465.33
12
52AO
1.11%
462.33
461.75
HOPE
YD-3E
12" Yard Inlet
465.33
,
12
45.92
1.09%
461.75
461.25
HOPE
YD-30
12" Yard Inlet
465.00
12
84.50
1.14%
461.25
480.00
HOPE
YD-3,
12" Cleanout
464.67
12
16.75
1.09%
469.00
459.75
HOPE
YD-71,
12" Yard Inlet
462.00
,
12
69.00
4.35%
455.00
459.00
HOPE
YD-'Lk
12" Yard Inlet
459.00
12
56.30
3,55%
1 455.00
455.00
HOPE
YD-7E
12" Yard Inlet
450.00
12
51.10
1.14%
453.00
45!.42
HOPE
YO-7G
12" Yard Inlet
456.67
,
12
79.08
1.16%
452.42
451.50
HDPE
YD4,
12" Yard Inlet
457.67
12
22.55
1.11%
451.50
451.25
HDPE
YD-5E
15" Yard Inlet
449.00
12
101.30
0,99%
444.75
443.75
HOPE
YD-5A
15" Yard Inlet
446.67
12
106.20
3,22%
443.75
440.33
HOPE
YD-5,
15" Yard Inlet
449.00
15
94.42
0,35%
440.33
440.00
HOPE
YD-7i.
12" Yard Inlet
467.00
12
68.85
5.33%
414.00
410.33
HOPE
YD-7E
12" Cleanout
413.33
,
12
37.00
445%
410.33
408.83
HOPE
YD-71,
12' Cleanout
411.83
,
12
110.55
4.37%
408.83
400.00
HOPE
YD-7L,
12" Cleanout
407.00
,
12
111.58
1.09%
1 496.00
402.83
HOPE
YD-7E
12" Cleanout
407.80
12
88.50
2.07%
402.83
461.00
HOPE
YD-70.
12" Cleanout
406.50
12
70.75
7,07%
401.00
390.00
HOPE
YD-7,
12" Cleanout
401.00
12
12.33
C11%
396.00
390.00
HOPE
40A
40C
15
42.44
1,14%
411.33
410.83
RCP
48A
48A
75
41.24
0.82%
415.67
415.33
RCP
SOB
50A
15
41.21
1.21%
421.50
421.00
RCP
540
-
15
41.56
1.20%
428.50
428.00
RCP
68
67
15
45.54
6.70%
438.00
a36.77
RCP
66
66
15
5204.
(.61 %
436-67
436.35
RCP
67
68
1 15
63.77
1.96%
436.2E
435.00
RCP
sz
81
75
2t.15
2.18%
432.50
432.00
RCP
62B
62A
15
27.66
1,04%
433.00
432.60
RCP
40
69
75
05.t I
0.55%
440.25
440.00
RCP
48d
48A
In
55.98
0.5i%
441..
441.18
RCP
48
11
15
291.25
1.01%
441.08
435.43
RCP
76
79
18
131.83
0.87%
435.33
434.18
RCP
11
4t
18
59.07
0.9G%
43II.08
43l.52
RCP
42
11
18
72.56
0 02 %
433 42
43 -
RCP
60
59
18
131,32
100%
432.58
431.27
RCP
58B
580
24
39.66
(.e1%
431.17
430.93
RCP
58
51
24
167,33
0.58%
430.83
429.93
RCP
76B
76A
15
69.95
0.81%
436.00
435.43
RCP
40r3
4oA
15
50.86
1.28%
434.58
433.93
RCP
40
49
15
55.75
0,56%
433.83
439.52
RCP
4a:
@OC
15
42.G4
1.t0%
436.00
435.33
RCP
IS
Structure
Area
Cw
to
INLET INFORMATION
RIM
(Acres)
(Min.)
rft T
�1���111 Qlyl�
ETTYPE
Curb
SLOT
Type
LENGTH
ELEVATION
4
0.28
0.75
6.0�*
13I-36
CG-6
12
AW3.33
8
0.35
0.70
6.0
o139
ccE
10
453.33
10
0.41
0.65
6.0
SCOTT
R.
LLINSZ
46133
12
0.10
0.75
5.0
Lic.
No.
035791 -
MH
CG-6
-
45a.a3
12B
0.11
0.75
5.0
°�
10/14/21
w4
MH
CGE
16
0.16
0.55
6.0
o��`rSIONAL
MH
CG-6
-
44a.50
16B
0.21
0.75
6.0
E�Ol
w
18
0.13
0.75
5.0
Z
z
20
0.14
0.70
6.0
Z
w
DI-38
CG-68
465.17
20B
0.16
0.70
5.0
z
DI3B
CGE
6
465.17
22
0.11
0.75
5.0
0
464.17
24
0.35
0.75
5.0
U
MH
cGE
-
26
0.11
0.70
5.0
DL3B
CGE
6
462.00
28
0.07
0.75
5.0
�
z
(A
z
�
z
o
28B
0.20
0.75
6.0
z
461.22
30
0.10
0.75
6.0
0
0
0
131-38
CG-6
6
30B
0.25
0.70
6.0
F-
o
0
40
0.12
0.50
6.0
o
o
>
f
In
Q
>
456.83
40B
0.24
0.50
6.0
J
'a
f
'f
°-
Z
n
Dlae
CG-6
6
'w
k
�
0
�
o
f
x
DF3C
CG-6
8
456.OII
40D
0.17
0.80
6.0
V
U
Q
U
r
42
0.04
0.90
5.0
Z
w=
o
En
0
0-j
Ln
DIaB
CG-6
6
457.00
44
0.32
0.80
6.0
p
u1
U
LU
Q
U
U
�
W
j
O
o
w_,_j
w
0
=3
DF3C
CG-6
8
458.75
44B
0.09
0.75
6.0
H
Q
Q
Q
CO
Z
44D
0.13
0.75
6.0
F„♦
LU
z
'"
CO
o
vwi
f
m
m
Q
DIaB
CG-6
6
4ti.75
0Y
J
J
J
w
N
Y
46
0.18
0.75
5.0
<
<
48B
0.11
0.75
6.0
d
LU
wd
d
LU
>
o
DI-3B
CG-6
8
458.75
50B
0.11
0.75
6.0
W
w
w
W
W
52
0.10
0.75
5.0
`71
52B
0.11
0.70
5.0
li
°
Die
ccE
10
447.42
54B
0.10
0.75
6.0
0
Dlae
CGE
8
44T42
54D
0.09
0.75
6.0
58
0.46
0.70
6.0
01-36
CG-6
8
154.83
0
58B
0.19
0.75
6.0
62
0.15
0.60
6.0
45a.7s
62B
0.21
0.75
6.0
0
-
Dlae
cGE
z
64
0.10
0.80
5.0
W
0
O
0
O
0
O
C4
66
0.27
0.75
6.0
o
n
v
0000
CD
CDC4
439.92
68
0.16
0.75
5.0
p
,�-I
v�i
o
0
MH
CG-6
-
v
0
13I38
E CG
8
43T50
70
0.31
0.75
6.0
72
0.13
0.75
5.0
w
MH
CG-6
-
435A7
74
0.12
0.75
6.0
E
-
0I-3B
CG-6
8
431.42
76
0.64
0.50
7.0
0
4211.00
76B
0.38
0.65
7.0
0
MH
CG-6
-
78
0.70
0.50
7.0in
p�
MH
CGE
-
422.50
78B
0.36
0.65
6.0
>
0
DI3t
CGE
10
421.08
80
0•10
0.75
5.0
CYO
c
'7
80B
0.12
0.75
6.0
C
DF38
CG-6
6
419.67
80D
0.15
0.70
6.0
N
o
013C
CG-6
8
417.83
.U1,
®
v
DI-38
CG-6
8
40G.7s
YD-1
0.22
0.40
7.0
CY
3
YD-1A
0.24
0.65
6.0
a
DI-1
CGE
-
399.00
YD-3A
0.06
0.50
6.0
Q
DI-1
CGE
-
30e.00
YD_3B
0.07
0.45
6.0
N
n
MH
CG-6-
380.00
YD-3C
0.11
0.45
6.0
'
p�j
o
YD-4B
0.12
0.50
6.0
'
LOU
N
O
YD-4C
0.14
0.50
6.0
DF3C
CG-S
8
405.33
YD-4D
0.14
0.50
6.0I
I>
Q
I
a
YD-5
0.28
0.50
5.0
1
o
YD-5A
0.15
0.60
5.0
W
T-
c
DI3B
CG-S
6
418.33
YD-5B
0.27
0.50
5.0
J
T-
°
L
YD-7A
0.05
0.90
5.0
o
DI3B
CG-68
422.42
YD-7C
0.07
0.90
5.0
♦>�
V J
/'��//�
W
o
YD-7D
0.05
0.60
6.0
-
LU
a
`
Q
YD-7E
0.07
0.60
6.0
O
-0YD-7F
D43B
CGE
8
428.25
0.11
0.60
6.0
O
J
T
W
3
43542
ROOF1
0.13
0.90
5.0
Q
♦
Q
s
D1CG-6t
CG-6
a
ROOF2
0.18
0.90
5.0
T
z
w
1
ROOF3
0.09
0.90
5.0
C)
I --I
, ^
DI3C
CG-64a
8
4.00
ROOF4
0.09
0.90
5.0
s
t
V)
cl�
v
ROOF5
0.09
0.90
5.0
DI-38
CGE
10
443.90
0
Y
a
ROOF6
0.15
0.90
5.0LU
DI3e
cGE
s
444.so
ROOF7
0.11
0.90
5.0
U
0
DI3C
CG-66
439.92
ROOF8
0.10
0.90
5.0
E
ROOF9
0.11
0.90
5.0
Ul
J
R00F10
0.22
0.90
5.0
(,
DI-3B
CG-6
a
4a40
ROOF11
0.11
0.90
5.0
w
ROOF12
0.11
0.90
5.0
uJ
J
Z
ROOF13
0.11
0.90
5.0
Z
DI-3B
CG-6
12
44a.56
ROOF14
0.11
0.90
5.0
n
U)~�
ROOF15
0.17
0.90
5.0
o
`vZ'
U
DF39
CG-612
448.33
i
458.75
I
/
Uj
'�
O
0
.'.
DI3B
CG-6
12
4M.13
I 1 -
O
DF3C
CGE
12
-
n
I
I
`
mj
� r'�
>
DI3B
CG
CG-6
6
44C.58
\
V
I
I
I
I
I
Q
M
N
DF3C
CG-6
6
440.33
I I
I I
O
W
x
I
N
m
MH
CG-6
-
440.25
I I
I
I I
I
s
43991
IDF3C
I
CG-6
6
439.92
DF3C
CG-6
12
w
E
ce
w
'
443.00
U)
DI3B
CG-612
JOB NO.
I
182150
0
m
DI38
CG-6
6
44C.58
/
SCALE
m
°
440-33
1 °=80'
0
DI-3C
CG-6
6
1
c
�
�
SHEET NO.
n
1
/
131-38
CG-6
6
440.50
23
s
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
`m
a
a
U1
a
o ,°
w °
.�.. m u °ai c
o
°
8 > 0 9
c
m °
c_
� o m
3
}� N 1C C T N �.
� o
m $ 3
3 � 4
u E
�
w
rn o- �
C p0 �
❑
m
a
ai in w'
� rn ui (7 d c16, �
8
36
10.0
0.36
0.70
0.245
0.9B
0.00
0.98
0.0718
0.0200
2.0
0.0833
4.1650
4.G2
0.6II
3,5192
0.1466
0.1578
10.33
1.36
1.00
O.GB
0.00
10
36
12.0
0.4'
0.65
0.267
1.07
0.00
1.07
0.0330
0.0200
2.0
0.0833
4.1650
5.46
0.86
3,5192
0.1466
0.1461
8.88
1.3G
1.00
1.C7
0.00
12
36
6.0
0.10
0.75
0.075
0.30
0.00
0.30
0.0200
0.0200
2.0
0.0833
4.1650
3.7i
0.96
3,5192
0.1466
0.1608
4.23
1.42
1.00
0.30
0.00
12B
36
6.0
0.1'
0.75
0.08i
0.3i
0.00
0.33
0.0200
0.0200
2.0
0.0833
4.1650
3.7E
0.96
3,5192
0.1466
0.1608
4.41
1.36
1.00
0.33
0.00
16
36
6.0
0.16
O.G5
0.088
0.3i
0.00
0.35
0.0100
0.0200
2.0
0.0833
4.1650
4.G2
0.91
3,5192
0.1466
0.1534
3.78
1.55
1.00
0.35
0.00
16B
36
8.0
0.2'
0.75
0.158
0.63
0.00
0.63
0.0100
0.0200
2.0
0.0833
4.1650
5.61
0.85
3,5192
0.1466
0.1446
5.06
1.60
1.00
O.E3
0.00
18
36
6.0
0.13
0.75
0.0:8
0.30
0.00
0.30
0.0100
0.0200
2.0
0.0833
4.1650
4.63
O.Q.
3,5192
0.1466
0.1520
3.97
1.G1
1.00
0.39
0.00
20
36
8.0
0.14
0.70
0.0:8
0.30
0.00
0.30
0.0344
0.0200
2.0
0.0833
4.1650
3.72
O.:II
3,5192
0.1466
0.1578
5.64
1.42
1.00
0.39
0.00
20B
3B
8.0
0.15
0.70
0.112
0.45
0.00
0.45
0.0344
0.0200
2.0
0.0833
4.1650
3.97
0.96
3.5192
0.1466
0.1608
5.OG
1.36
1.00
0.45
0.00
22
3B
6.0
0.1'
0.75
0.083
0.3i
0.00
0.33
0.0200
0.0200
2.0
0.0833
4.1650
3.3E
0.96
3.5192
0.1466
0.1608
4.41
1.36
1.00
0.33
0.00
26
3B
6.0
0.1'
0.70
0.077
O.ii
0.00
0.31
0.01 i0
0.0200
2.0
0.0833
4.1650
3.97
O.GS
3.5192
0.1466
0.1593
3.95
1.52
1.00
0.31
0.00
28
3B
8.0
0.0,
0.75
0.053
0.21
0.00
0.21
0.0823
0.0200
2.0
0.0833
4.1650
2.50
O.C>i
3.5192
0.1466
0.1652
5.G6
1.40
1.00
0.31
0.00
20B
3B
12.0
0.20
0.75
0.150
0.60
0.00
0.60
0.0823
0.0200
2.0
0.0833
4.1650
3.7i
0.96
3.5192
0.1466
0.1608
8.66
1.30
1.00
0.60
0.00
30
36
8.0
0.10
0.75
0.075
0.30
0.00
0.30
0.0353
0.0200
2.0
0.0833
4.1650
3.35
0.:8
3.5192
0.1466
0.1637
4.97
1.61
1.00
0.30
0.00
308
36
10.0
0.25
0.70
0.175
0.70
0.00
0.70
0.0353
0.0200
2.0
0.0833
4.1650
4.62
O.:O
3,5192
0.1466
0.1520
7.41
1.3G
1.00
0.70
0.00
42
3B
8.0
0.04
0.90
0.036
0.14
0.00
0.14
0.0756
0.0200
2.0
G.0200
1.0000
2.21
1.00
2.0000
0.0833
0.1033
6.04
1.32
1.00
0.14
0.00
4IIB
3B
6.0
0.09
0.75
0.068
0.27
0.00
0.27
0.01 i0
0.0200
2.0
0.0833
4.1650
3.78
0.96
3.5192
0.1466
0.1608
3.72
1.61
1.00
0.37
0.00
4IID
3B
6.0
0.10
0.75
0.0�8
0.3G
0.00
0.39
0.01 i0
0.0200
2.0
0.0833
4.1650
4.34
0.9i
3.5192
0.1466
0.1564
4.41
1.36
1.00
0.39
0.00
46
3B
10.0
0.18
0.75
0.135
0.54
0.00
0.54
0.0356
0.0200
2.0
0.0833
4.1650
4.17
0.9i
3.5192
0.1466
0.1564
6.55
1.53
1.00
0.64
0.00
48B
3B
8.0
0.1'
0.75
O.OSi
0.3i
0.00
0.33
0.0476
0.0200
2.0
0.0833
4.1650
3.78
0.:8
3.5192
0.1466
0.1637
5.66
4.41
1.00
0.33
0.00
5GB
3B
8.0
0.1'
0.75
O.OSi
0.3i
0.00
0.33
0.0722
0.0200
2.0
0.0833
4.1650
3.04
O.Q.
3.5192
0.1466
0.1652
6.37
1.26
1.00
0.33
0.00
52
3B
8.0
0.10
0.75
0.075
0.30
0.00
0.30
0.0722
0.0200
2.0
0.0833
4.1650
2.93
0.::
3.5192
0.1466
0.1652
6.12
1.31
1.00
0.30
0.00
548
3B
8.0
0.10
0.75
0.075
0.30
0.00
0.30
0.0469
0.0200
2.0
0.0833
4.1650
3.78
O.Q.
3.5192
0.1466
0.1652
5.38
1.49
1.00
0.30
0.00
54D
3B
8.0
0.09
0.75
O.Oe8
0.27
0.00
0.27
0.0722
0.0200
2.0
0.0833
4.1650
2.82
O.C�
3,5192
0.1466
0.1G52
5.66
1.37
1.00
0.37
0.00
628
3B
8.0
0.2'
0.75
0.158
0.63
0.00
0.63
0.0200
0.0200
2.0
0.0833
4.1650
4.02
0.88
3,5192
0.1466
0.1490
6.05
1.32
1.00
QC3
0.00
64
3B
8.0
0.10
0.80
0.08a
0.32
0.00
0.32
0.0355
0.0200
2.0
0.0833
4.1650
3.43
O.DB
3,5192
0.1466
0.1G37
5.11
1.58
1.00
Q32
0.00
66
3B
10.0
0.2`
0.75
0.203
0.81
0.00
0.31
0.0200
0.0200
2.0
0.0833
4.1650
5.41
0.86
3,5192
0.1466
0.1461
6.61
1.47
1.00
QE1
0.00
70
3B
12.0
0.3'
0.75
0.233
O.Si
0.00
0.53
0.03i6
0.0200
2.0
0.0833
4.1650
5.114
0.88
3,5192
0.1468
0.1490
8.68
1.36
1.00
O.G3
0.00
74
3B
6.0
0.11
0.75
0.090
0.3e
0.00
0.3e
0.0100
0.0200
2.0
0.0833
4.1650
4.55
0.91
3,5192
0.1468
0.1534
3.82
1.57
1.00
0.36
0.00
76
36
12.0
O.e4
O.eO
0.320
1.28
0.00
1.28
0.0208
0.0200
2.0
0.0833
4.1650
6.22
0.80
3,5192
0.1468
0.1373
S.u^2
1.33
1.00
1.28
0.00
766
36
12.0
0.38
0.65
0.247
O.SB
0.00
0.99
0.0208
0.0200
2.0
0.0833
4.1650
5.e4
O.SII
3,5192
0.1466
0.1432
1.00O.G90.00783612.00.70O.eO0.3501.400.001.400.01100.02002.00.08334.16500.125648B360.00.360.650.2340.940.000.540.01100.020020
00833
416501344BOB366.00.1:0.750.0:60.3e0.0003e0.00920.0200BOC366.00.150.700.105000
!36tl
1.00
0.42
0.00
INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH)
Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
�
fn a
�
m �
o
£
i0
�
°u � o
c ?
�
� �
m
y
3p �
N O� t3�3
(3A
t
N
a > �
�
left
0.10
0.75
0.143
0.57
0.00
0.57
0.0010
0.0200
2.0
0.0200
1.0000
8.32
Z'-'
0.16
0.75
0.120
0.46
0.00
0.48
0.0010
0.0200
2.0
0.0200
1.0000
7.80
24 3C 6.0
combined flow
1.1
0.12 0.252 5.79
left
0.05
0.80
0.072
0.29
0.00
0.29
0.0010
0.0200
2.0
0.0200
1.0000
i.40
right
O.Oi
0.80
0.064
0.20
0.00
0.20
0.0010
0.0200
2.0
0.0200
1.0000
6.16
40D 3C 6.0
combined flow
0.5
0.07 0.163 3.43
left
0.20
0.80
0.160
0.64
0.00
0.64
0.0010
0.0200
2.0
0.0833
4.1650
8.69
right
0.12
0.80
0.096
0.38
0.00
0.38
0.0010
0.0200
2.0
0.0833
4.1650
7.17
44 3C 6.0
combined flow
1.0
0.11 0.248 5.69
left
0.16
0.70
0.112
0.45
0.00
0.45
0.0010
0.0200
2.0
0.0833
4.1650
7.fi0
right
0.30
0.70
0.210
0.84
0.00
0.84
0.0010
0.0200
2.0
0.0833
4.1650
9.62
58 3C 12.0
combined flow
1.3
0.11 0.237 5.44
left
0.10
0.75
0.075
0.30
0.00
0.30
0.0010
0.0200
2.0
0.0833
4.1650
6.54
right
0.05
0.75
0.068
0.27
0.00
0.27
0.0010
0.0200
2.0
0.0833
4.1650
i.7i
58B 3C 6.0
combined flow
0.6
0.09 0.191 4.37
left
0.05
0.60
0.054
0.22
0.00
0.22
0.0010
0.0200
2.0
0.0833
4.1650
5.78
rght
0.06
0.60
O.Oe6
0.10
0.00
0.14
0.0010
0.0200
2.0
0.0833
4.1650
4.97
62 3C 6.0
combined flow
0.4
0.06 0.140 3.21
left
0.05
0.75
0.038
0.15
0.00
0.15
0.0010
0.0200
2.0
0.0833
4.1650
5.04
right
0.11
0.75
0.083
0.33
0.00
0.33
0.0010
0.0200
2.0
0.0833
4.1650
i.78
68 3C 6.0
combined flow
0.5
0.07 0.150 3.43
left
0.06
0.75
0.045
0.18
0.00
0.1d
0.0010
0.0200
2.0
0.0833
4.1650
5.40
right
0.07
0.75
0.053
0.21
0.00
0.21
0.0010
0.0200
2.0
0.0833
4.1650
5.7i
72 3C 6.0
combined flow
0.4
0.07 0.148 3.39
left
0.05
0.75
0.038
0.15
0.00
0.15
0.0010
0.0200
2.0
0.0833
4.1650
5.04
right
0.05
0.75
0.038
0.15
0.00
0.15
0.0010
D.azaD
2.0
D.0833
4.1650
5.04
80 3C 6.0
combined flow
0.3
D.O6 0.124 2.85
STRUCTURE
DRAINAGE
D
Qt�
FLOW TIDE
INLET'
TYPE
AREA
(FTC)
PER[MEFER
(FT)
A
(ACRES)
C
1
(INMR)
Q
(CFS�
YD-t
15"Nybphst Yard Inlet
0.64
5.40
0.22
0.40
4.00
0.352
0.93
WEIR FLOW
YD-1
15"Nybphst Yard Inlet
0.64
5.40
0.22
0.40
6.50
0.572
1.29
WEIR FLOW
Y0.1
I>"Nybphst Yard Inlet-50%cogged
0.32
2.70
0.22
0.40
4.00
0.352
1.48
WEIR FLOW
YD-1
l5"Nybphst Yard Inlet- 50%cogged
0.32
2.70
0.22
•.40
6.50
0.572
2.05
WEIR FLOW
YD-IA
IS"Nybphst Yard Inlet
0.64
5.40
0.24
0.65
4.00
0.624
1.37
WEIR FLOW
YD-IA
15"Nybphst Yard Inlet
0.64
5.40
0.27
0.65
6.50
1.014
L89
WEIR FLOW
YD-lA
l5"Nybphst Yard In
TH OFF
O SCOTT R. LLINSZ
U Lic. No. 035791,E
°0 10/14/21 w4
�`rSIONAL IVE, w
w
mu Z_
Z
lS w
N
z
J
O
U
0
c
H F H
w
Z Z Z
w W W V) O
f f f H 0
Z
O O O
V U V _
O F- lLn air O O
J > Q > r Q
F a ai$ g wf 0-S Z a
O f °xi
Z(n m � < > > W r
o un O¢ O O� W
OZ J 11J W -i a
O ,a. IY W o_ IY W H
Z E O f m Z 3
Ln
> Z W W w W a
Co LU (n Co Co w to Y
y a > Q a d °
i1 W W W W p W
> a d a twil o
LJ.I o 0 0 ED
w w w W `
uI to uJ
o
U
`o
a
0
gutter longitudinal slope of 0.001 should be used in a sump condition
- grate inlets (DI-7) in open patement areas will not have a curb spread, but will hake inlet spread and depth o
- for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conteyance to the facilities a
NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include otedand flow as well as yard inlet and roof drain drainage areas.
C
0 0 0 0 °-
W O O O N O rN N
~ N N
0 1, N 00 "-I t\O t\O ti C
v w n C� �+ Ln o 0
for inlets draining to stormwater management facilities, where otedand flow to facilities is not available, 100% capture is required at 6.5in/hr o
E
0
C
J
M Umr
ti
® M
z
N
N °
J 3
M
m
w
Q a
a
N
GL o
LL �' o °
N
m
w
ce Q J
W o
c
J r-j �
J 0.
zo
cU) 06 o
w
,g
O `0
T--1 U 0
J 3
Q \ Q O
utter Ion itudinal slo a of 0.001 should be used in a sum condition 2 �
U
v
9 9 P P °
-grate inlets (DI-7) in open patement areas will not have a curb spread, but will hate inlet spread and depth (� W
for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conteyance to the facilities I V) (D v
NOTE: Inlet size for structures determined by overland flow. Pipes hate been sized to include medand flow as well as yard inlet and roof drain drainage areas. Q
z w
a
w U
�< c
LL o
U) J
c
o
Z
z
w w
Nw J Z
ZL 1_ CD
z
for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr �� N
� U) Z
J
J
w
O T
OQ °
O O co
U
Q x
s
U
w o
J N
ti
N
W W E
W U
U) O
a V) �
JOB NO.
182150 0
SCALE °
N/A o
w
°
SHEET NO. a
24 w
lUm e
l11
e
lEO
et O.G4 5.40 0.15 O.GO 6.50 0.535 L31 WEIR FLOIW 00
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
c
a
v
ry
N
� T 2 SI
G
� d 0
u
`� a
II � � u
c £
❑ '� �
� rn N w
� �I � 2. E
oO
a
U d 'o d
� t7
U
N
ui
8
36
10.0
0.36
0.70
0.245
1.59
0.00
1.59
0.0718
0.0200
2.0
0.0833
4.1650
5.49
0.86
3.5192
0.1466
0.1461
13.27
1.06
1.00
1.59
0.00
10
36
1i.0
0.41
0.65
0.267
1.73
0.00
1.73
0.0330
0.0200
2.0
0.0833
4.1650
6.55
0.78
3.5192
0.1466
0.1344
11.44
1.05
1.00
1.73
0.00
1i
36
6.0
0.10
0.75
0.075
0.49
0.00
0.49
0.0200
0.0200
2.0
0.0833
4.1650
4.47
0.92
3.5192
0.1466
0.1549
5.31
1.ie
1.00
0.49
0.00
128
36
6.0
0.1A
0.75
0.08i
0.54
0.00
0.54
0.0200
0.0200
2.0
0.0833
4.1650
4.64
0.90
3.5192
0.1466
0.1520
5.59
1.07
1.00
0.54
0.00
1e
36
E.0
0.16
0.55
0.088
0.54
0.00
0.57
0.0100
0.0200
2.0
0.0833
4.1650
5.41
0.8e
3.5192
0.1466
0.1461
4.78
1.2e
1.00
0.57
0.00
16B
36
8.0
0.21
0.75
0.158
1.02
0.00
1.02
0.0100
0.0200
2.0
0.0833
4.1650
6.73
0.77
3.5192
0.1466
0.1329
6.46
1.24
1.00
1.02
0.00
4:
36
6.0
0.13
0.75
0.098
0.63
0.00
0.64
0.0100
0.0200
2.0
0.0833
4.1650
5.62
0.85
3.5192
0.1466
0.1446
5.02
1.20
1.00
0.83
0.00
20
36
8.0
0.14
0.70
0.098
O.i4
0.00
O.G4
0.0344
0.0200
2.0
0.0833
4.1650
4.47
0.92
3.5192
0.1488
0.1549
i.59
1.14
1.00
O.G4
0.00
20B
36
8.0
0.18
0.70
0.112
0.73
0.00
0.73
0.0344
0.0200
2.0
0.0833
4.1650
4.70
0.90
3.5192
0.1466
0.1520
7.48
1.07
1.00
0.73
0.00
2i
36
e.0
0.itl
0.75
0.08i
0.54
0.00
0.54
0.0200
0.0200
2.0
0.0833
4.1650
4.64
0.90
3.5192
0.1466
0.1520
5.59
1.07
1.00
0.54
0.00
2e
36
e.0
0.1tl
0.70
0.077
0.5:
0.00
0.59
0.0100
0.0200
2.0
0.0833
4.1650
4.47
0.90
3.5192
0.1466
0.1520
4.98
1.20
1.00
0.50
0.00
28
36
8.0
0.07
0.75
0.053
0.34
0.00
0.34
0.0823
0.0200
2.0
0.0833
4.1650
3.00
0.99
3.5192
0.1466
0.1652
6.72
1.19
1.00
0.34
0.00
286
36
1i.0
0.20
0.75
0.150
O.Sd
0.00
OS9
0.0823
0.0200
2.0
0.0833
4.1650
4.45
0.92
3.5192
0.1466
0.1549
10.36
1.11
1.00
0.98
0.00
30
36
8.0
0.10
0.75
0.075
0.49
0.00
0.49
0.0353
0.0200
2.0
0.0833
4.1650
4.02
0.95
3.5192
0.1466
0.1593
6.59
1.20
1.00
0.49
0.00
30B
36
10.0
0.28
0.70
0.175
1.14
0.00
1.14
0.0353
0.0200
2.0
0.0833
4.1650
5.G2
0.8i
3.5192
0.1466
0.1446
9.36
1.07
1.00
1.14
0.00
42
36
8.0
0.0'4
O.GO
0.036
0.23
0.00
0.23
0.0756
0.0200
2.0
0.0200
1.0000
2.65
0.97
2.0000
0.0833
0.1008
7.52
1.06
1.00
O.Z3
0.00
40B
36
E.0
0.03
0.75
0.068
0.44
0.00
0.44
0.0100
0.0200
2.0
0.0833
4.1650
4.G4
0.:1
3.5192
0.1466
0.1534
4.9II
1.26
1.00
0.44
0.00
400
38
6.0
0.13
0.75
0.098
0.63
0.00
0.64
0.0100
0.0200
2.0
0.0833
4.1650
5.21
0.97
3.5192
0.1466
0.1446
5.i9
1.07
1.00
O.S3
0.00
46
38
10.0
0.18
0.75
0.135
O.OE
0.00
0.58
0.0356
0.0200
2.0
0.0833
4.1650
5.00
0.88
3.5192
0.1466
0.1490
8.27
1.21
1.00
0.88
0.00
48B
36
8.0
0.1A
0.75
0.08i
0.54
0.00
0.54
0.0476
0.0200
2.0
0.0833
4.1650
3.04
0.95
3.5192
0.1466
0.1593
7.05
1.ie
1.00
0.54
0.00
5GB
36
8.0
0.1A
0.75
0.08i
0.54
0.00
0.54
0.0722
0.0200
2.0
0.0833
4.1650
3.64
0.97
3.5192
0.1466
0.1622
7.05
1.01
1.00
0.54
0.00
52
36
8.0
0.10
0.75
0.075
0.49
0.00
0.49
0.0722
0.0200
2.0
0.0833
4.1650
3.52
0.96
3.5192
0.1466
0.1608
7.63
1.05
1.00
0.49
D.00
54B
36
8.0
0.10
0.75
0.075
0.49
0.00
0.49
0.0469
0.0200
2.0
0.0833
4.1650
3.81
0.9i
3.5192
0.1466
0.1593
4.7II
1.19
1.00
0.49
D.DD
54D
36
8.0
0.03
0.75
0.068
0.44
0.00
0.44
0.0722
0.0200
2.0
0.0833
4.1650
3.38
0.98
3.5192
0.1466
0.1637
7.22
1.11
1.00
0.44
D.DO
626
36
8.0
0.21
0.75
0.158
1.02
0.00
1.02
0.0200
0.0200
2.0
0.0833
4.1650
5.91
0.83
3.5192
0.1466
0.1417
7.05
1.05
1.00
1.02
O.DO
64
36
8.0
O.iD
0.80
0.090
0.52
0.00
0.52
0.035G
0.0200
2.0
0.0833
4.1650
4.12
0.90
3.5192
0.1466
0.1576
8.41
1.2i
1.00
0.52
0.00
66
36
10.0
0.27
0.75
0.203
1.32
0.00
1.32
0.0200
0.0200
2.0
0.0833
4.1650
i.49
0.78
3.5192
0.1466
0.1344
d.78
1.14
1.00
1.32
0.00
70
36
U.0
0.31
0.75
0.233
1.51
0.00
1.51
0.0366
0.0200
2.0
0.0833
4.1650
6.04
0.81
3.5192
0.1466
0.1388
11.11
1.08
1.00
1.51
0.00
74
36
e.0
0.12
0.75
0.090
O.SG
0.00
0.59
0.0100
0.0200
2.0
0.0833
4.1650
5.4!
o.Ge
3.5192
0.1466
0.1461
4.82
1.24
1.00
0.59
0.00
70
36
1i.0
O.e'4
0.50
0.320
2.08
0.00
2.08
0.0238
0.0200
2.0
0.0833
4.1650
7.46
0.72
3.5192
0.1466
0.1256
11.67
1.03
1.00
2.08
0.00
766
36
1i.0
0.39
0.65
0.247
1.i1
0.00
1.61
0.0238
0.0200
2.0
0.0833
4.1650
6.77
0.77
3.5192
0.1466
0.1329
10.12
1.19
1.00
1.61
0.00
76
36
1i.0
0.70
0.50
0.350
2.28
0.00
2.28
0.0110
0.0200
2.0
0.0833
4.1650
c.92
0.02
3.5192
0.1466
0.1109
10.36
1.16
1.00
2.Z8
0.00
48B
36
10.0
0.36
0.65
0.234
1.52
0.00
1.i2
0.0110
0.0200
2.0
0.0833
4.1650
7.67
0.70
3.5192
0.1466
0.1226
8.23
1.21
1.00
1.92
0.00
ROB
38
6.0
0.12
0.75
0.090
0.54
0.00
0.59
0.0092
0.0200
2.0
0.0833
4.1650
5.54
0.85
3.5192
0.1466
0.1446
4.7i
1.27
1.00
0.59
0.00
aaD
36
6.0
0.16
0.70
0.105
O.fE
0.00
0.6E
0.0079
0.0200
2.0
0.0833
4.1650
6.04
0.81
3.5192
0.1466
0.1388
4.9II
1.21
1.00
O.GS
0.00
INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH)
Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
m
o
m
�
u � o �
c o 3 u
a m
o
m �
x
w
m
K
a
U U (i (7 O
vi +
H
left
0.18
0.75
0.135
0.66
0.00
0.88
0.0010
0.0200
2.0
0.0833
4.1650
9.78
right
0.17
0.75
0.126
0.63
0.00
0.83
0.0010
0.0200
2.0
0.0833
4.1650
9.57
24 3C 8.0
conbined flow
1.7
0.16 0.345 8.00
left
0.09
0.80
0.072
0.47
0.00
0.47
0.0010
0.0200
2.0
0.0833
4.1650
7.72
right
0.08
0.80
0.064
0.42
0.00
0.42
0.0010
0.0200
2.0
0.0833
4.1650
7.39
4oD 3C 8.0
combined flow
0.9
0.19 0.225 5.16
left
0.20
0.80
0.160
1.04
0.00
1.04
0.0010
0.0200
2.0
0.0833
4.1650
10.42
right
0.12
0.80
0.096
0.62
0.00
0.62
0.0010
0.0200
2.0
0.0833
4.1650
8.60
44 3C 8.0
combined flow
1.7
0.16 0.343 7.86
left
0.16
0.70
0.112
0.73
0.00
0.73
0.0010
0.0200
2.0
0.0833
4.1650
9.12
right
0.30
0.70
0.210
1.37
0.00
1.37
0.0010
0.0200
2.0
0.0833
4.1650
11.54
58 3C 12.0
combined flow
2.1
0.15 0.328 7.52
left
0.10
0.75
0.075
0.49
0.00
0.49
0.0010
0.0200
2.0
0.0833
4.1650
7.84
rght
0.09
0.75
O.O6d
0.44
0.00
0.44
0.0010
0.0200
2.0
0.0833
4.1650
7.i4
586 3C e.0
combined flow
0.9
0.12 0.263 e.00
left
0.09
0.60
0.054
0.35
0.00
0.35
0.0010
0.0200
2.0
0.0833
4.1650
6.93
right
0.00
0.60
0.096
0.23
0.00
0.2e
0.0010
0.0200
2.0
0.0833
4.1650
5.96
62 3C e.0
combined flow
0.0
0.09 0.194 4.44
left
O.Oe
0.75
0.038
0.24
0.00
0.24
0.0010
0.0200
2.0
0.0833
4.1650
6.05
right
0.11
0.75
0.083
0.54
0.00
0.54
0.0010
0.0200
2.0
0.0833
4.1650
8.13
68 3C 8.0
combined flow
0.8
0.09 0.207 4.75
left
0.00
0.75
0.045
0.25
0.00
0.29
0.0010
0.0200
2.0
0.0833
4.1650
6.48
right
0.07
0.75
0.053
0.34
0.00
0.34
0.0010
0.0200
2.0
0.0833
4.1650
6.86
72 3C e.0
combined flow
0.0
0.09 0.205 a.e9
left
O.Oe
0.75
0.038
0.24
0.00
0.24
0.0010
0.0200
2.0
0.0833
4.1650
6.05
right
O.Oe
0.75
0.038
0.24
0.00
0.24
0.0010
D.azaD
2.0
0.0833
4.1650
6.05
80 3C e.0
combined flow
O.e
0.09 0.172 3.94
Design Storm
Year=
10
Design Storm Year = 10
Design Year:
10
Project:
Brookhill
Blocks
9, 10,
& 11
Job #:
182150
Prepared
by:
AML, PE
TH OFF
�SCOTT R. LLINSZ
U Lic. No. 035791,E
°0 10/14/21 w4
`rSIONAL Y'
6
w
w
Z
7
Z
N
z
J
O
U
O
c
O
r
3
Y
41
o
u
`
o
U
0
0
C
O
c
O
O
C
J
>
y
U
°
3
N
°
a
o
o
J
°
°
0
3
°
v
°
0
°
o
°
0
z
z
w
z
z
w
Z
J
J
o
T
a
°
a
>
U
x
s
�
N
N
E
U
O
�
0
°
0
a
Z
O
u
^�
W
o
(/)
Z
>
�
J
m
(=!l
J
ti
..
Z
H
Z
O
V
O
>
ai$
Z
O
W
K
E
w
m
Q
L
d
o
W
to
In
F-
O
Q
ww
ILI
l]
w
(n
>
F
Z
f
O
V
1Qil
Q
�rrf
G_
O
W
i
W
m
Q
IY
d
oo;
W
>
H
Z
f
O
V
O
>
aiS
Z_
O
W
w
w
m
Q
LU
d
W
(n
w
H
Z
O
O
W
�
Q
W
m
Q
W
d
Q
ul
W
m
W
c
H
z
.V.
(A
W
~
O
O
.^i
7
O
O
N
t\O
O
O
N
n
O
C4
`.-i
O
O
N
to
ti
O
N
to
N
C4
�
ti
O
VJ
�
® M
M
N
O
WC
N
Q
W1
Lu
J
>
w
�
_
U
Y
w
�
ul
w
w
cn
J L
�
<
Q
CD
O
0 O
U
z
QN
J
0
GL
O
LL
r�
T�
O6
�
U
m
1--1
=
�
0
co
a
(n
O
U
J
Q
U
Q
z
Q�
<
W
J
ti
W
W
2
N
JOB NO.
182150
SCALE
N/A
SHEET NO.
25
--
1 1
1' 1
I I®�®�_--11111111■11111111■11111■111111♦1111111■
1--111111♦11111♦11111111♦
--_-_1-111111■111111■11111111■_111111■-
-®®Ill�lllliii
11
111�jy���___1_-_-_-_IIIIII.111111,-_
®-1111�®Illaif�lll�lll�lll�illll
'�11111111,11111111,1111111111,11111111111111111111111111111,1111111111111111.
®-®®
1 1
1111�®111�®_11_111111111■--111111♦11111■11111111♦
-®--11111♦1--_I-®®®
11
®IIIC�®®
1�'
-®11�
I1.
11:
111'���-1_---111_IIIII♦-
-®_II-1_II--111111♦-®®�
I 1
®®®111�
®-®®11�®®
'lll�®111111■1111111♦111111111♦1111�1111■11111111■1111!�1■111111♦1111111■
-®--_I--_-
1 1
®IIIIr�111ii�V�®1111�®1111�
11111111111■®-11111111■11111♦1111111■111111■_11111111■Ilfa(YG�IIr1L'�C�11
''II�III�iC�lllll�lll�'
®111�
111111�-�
1 1
1 1
®®11
'1�®_111111■---11111■_11111111♦
�_-_®_®_
1 1
®_�_-_-_111-11111111■11111111■11111■111111♦1111111■
_®®"
-�--1_--_IIIIIIII■®®�
I1
®®®'
IIIIIIiLi-®®1111�®
11
11 '�®111111■1111111■---11111■_-
-®--IIIII♦1--111111■IIIII_���
1 11
®®®�
®-
1 1
®
11:
1�
'®
'1®®-
-®_IIIIIIII■111111,11-111111■_IIIIIIIIII,®IlVif�llll®111J�®1111�®®
Ia}-1}��y�-
1-rye-111_r�IIIII♦-
IIIIIIII�'
1 1
1' 1
I I
1��
®_IIIII----1111-1111.-
-�111111--1_11--111111■-1��1�
1 1 1
�®®®
-®--111111,1--_I-IIIGGC�11�1111'�IIIiYY�11111�1117Q�llll�®
11111111111■®-11111111■11111♦1111111■111111■111111■111111111♦II�IIIL�111�®®lll�®®
ry}-ry}��---_11111♦-
111111®'
1 1
1 '1
11
®111�®11111�_I_-11--111__-
_®1111111■11111111■11111♦11111111♦11111-1111111.111111111♦®'
'
11�®'
®_®_®__®�_
-�--_--111111♦-®®®
1 1
®®®11�
111111�-®
1 1
11��
1 :1
®®_I_---1111-_IIIIIIII♦
-®--11111♦1-1_IIIIII■-®
11
'®®�®11�111�
-�--11111♦11_IIIIII■_IIIIIIII■�
11
I I
1 1
®111�®®
IIIIII�-®®11�
1 1'
• 11
'II®®_11111----1111-_11111111♦
'0'
-��
I 1
�
• 11
'®�-1--11-1-111_IIIII♦-
'llllll�-111�
1 •1
11�111�
'lll�
'll®®_----1111-11111♦-
-®--11111♦1--_-1�
11
®IIIIII�'
®IIII�®�
®-
1 1
111�®111�1111�®®----11-111111■_-
-�--1_I--_IIIIIIIII■®�®'
11
®'
111���
®-®®111�11111�111'�®®_----1111-111111,111111111,
11111111111■®_-11--111__-�®�
1 1
��
'®®
1�-®
1 1
��IIII�111�'
11111®'
_IIIII----11111.111111■-
111 'llll�-1�1111�'
��
11
�®-----_111111♦11_
111111111111.®111111111,111111111.111111,111111111,1111111.1111111,1111111-111�'
11�®
11 •
®111�111�'
111®�---11--111_IIIII♦-
POINT
DOWNSTREAM
STRUCTURE
DRAIN
AREA
RUNOFF
COEFF.
CA
INLET
TIME
RAIN
FALL
RUNOFF
Q
INVERT
ELEVATIONS
LENGTH
SLOPE
DIA
CAPA-
CITY
VEL
FLOW
TIME
INCR
ACCUM
ACRES
C
MIN
MIN
C.F.S.
UPPER
LOWER
FEET'
FT./FT.
-®®'
®®'
111:
�®�____11■11111■11111■11■111♦111♦1111■-_
111111111■�11•�Iliilll�
111
�®�__111�■}�_11■11111■11111■11■111♦111♦1111■-_
-�®'
�
'®
111
���____11■11111■11111■11�■111♦111♦1111■-_
-_11■11111■1111■111■1111■11■®1��11�
I 1
1111�
11 1
IIG7®1���1:
'®®®�
111
��
11
_-__11■11111■11111■11■111♦111♦1111■-_
0-1111g1,■�11■11111■1111■111■1111■11■®®�
11
I 1
111�
11 1
11
®
11
1 •1
��
111111111■�IIiPLi®�
111
11
®
11
_-__11■11111■11111■11■111♦111♦1111■-_
II
�®�
111
11
®
11
_-__11■11111■11111■11■111♦11■1111■-
r_
'®�'
-_-_1111♦111■1111■11■1111■11■111■1111■
111
00
11
m�
1 I
�
I I I
1
11
11
11 .
11
1I
-®_®_®
1 :1
1111
I 1
®_II'�1111■1111'lll■11111111111,111111♦IIIIIIIIIIIII,11■1111,11111.-_IIIIIIII.
®®
III-I-®�_II■-1--III-1111111'llll,ll■11■11111.-11111111.
1--_III♦_I-111♦_III�■_II■11.1111■-1111-11111■-11■11■_-11_
_�®®®
1 1
®III�II'�IIII■-III■IIII■-IIIIII♦IIIIII.-II■III♦IIIII■-IIIIIIII♦
®_-_IIIIII♦III♦_I-IIII♦IIIII♦III♦III--III■IIII■®IIII�II�®®®®_�_II�
1--_IIII,_--_II._--1_-III-_IIII,IIII,IIII,IIIIII,-_IIIIIIIII,
®_-_1111111,-II_I-11111,_IIII,IIIIII1-IIIII,IIIIII1®IIII�®_®®®®_
'®'
®_
1--1111111.II■III-_IIIII,_IIII,_--1_IIII.__IIIIIII,-_IIII,IIII,__-___
IIIIIIIIIII1®®®11�®®®®
-�®®®®®®®_-___--IIII,IIII,IIII,IIIII.-IIIIIIIII1
-�®®®
11
®®�__III■_II■IIIII■IIIII■II■III♦III♦IIII■-_
�'
--II■IIII�.I{■�IIII♦III■IIII■II■III�®®
11
I 1
I0
11
11
®
I 1
1®��
-�®'
®�
111
®®
11
__III■_II■IIIII■IIIII■II■III♦III♦IIII■-_
--_-____IIII,IIIII,IIII,IIII.IIIIII,IIII,
IIIIIII,IIIIIII1IIII1IIII,IIII,IIIII.-IIIIIIII.
-�
'®'
®�
111:
���__III■_-■IIIII■IIIII■IrI,�■III♦I.I,I�♦IIII■-_
'®�®�
111
�
'®�__III■_II■IIIII■IIIII■II■III♦III♦IIII■-_
-�®®
•®'•'
111
®��_-III■_II■IIIII■IIIII■II■III♦III♦IIII■-_
-�iliaii®�
111
��
11
_-III■_II■IIIII■IIIII■II■III♦III♦IIII■-
r_�
\ \
EXISTING
GRADE (TYP.)
465
465
/
SIGHT LINE (TYP.)
i
OF \
\
46o
/
\
460
455
S\GN%O�
'
PROPOSED
GRADE (TYP.
\
\
gNC�c
455
\
450
\
\
450
HT. OF
\ \
OBJ=3.5'
\
\
445
445
HT. OF
OBJ=3.5'
440
\
440
\
UTUREROAD GRADE
435
435
PROPOSED END
OF ROAD
CONSTRUCTION GRADE
TIE-IN
430
\ 430
425
425
IFLORALAN
(EAST) & ARCHER AVENUE INTERSECTION SIGHT DISTANCE PROFILE
420
420
Ln
r
00
m
00
OLn
H d
H
n
Q00
O
h~
0
0)
O
O
M 0
O
p
N
N tD
O
O
ccDi
ry
Wl0
Ln
LD
l0
LD
.t
't M
N
N
0+00 0+50 1+00 i+5o 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00
VERTICAL GRAPHIC SCALE
5 0 2.5 5 10 20
( IN FEET )
1 inch = 5 fL
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
485 485
\
48o
\
48o
/
\
475
XISTING GRADE
(TYP.)
475
/
/
470
470
--SIG
T LINE (TYP.
ANCE_15? _
— —
SIGHT DIS
---
HT.
F
/
—
�—
OBJ=3.5'
465
HT. OF
465
EYE=3.5'
S\G
460
/ /
ROPOSED GRADE
(TYP.)
46o
HT. OF
OBJ=3.5'
455
455
n
co 01
00) 00
m 'i
S
0 lD
�0) LD
0 N
NO 'i
S
t�D�
0
0t 0
00 a�o�
a
I
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
465
EU TIS A ENU & A CHER AVENUE INf ERSE(TIOO SIGH DIS ANCE PROFFLE]
465
46o / 46o
/ HT. OF
/ OBJ=3.5'
455 455
i
450 SIGHT LINE (TYP.)—S�G/ 450
i
i
— — — — — — — SIGHT D STANCE / / /
445 T. OF — — — — =335 ' — i 445
OBJ=3.5' — — — —
\ HT. OF
EYE=3.5
440 PROPOSED GRADE (TYP.) 440
435 435
430 / XISTING GRADE (TYP.) 430
425 / 425
475
00
m
0
W
lD
Ln
W
n
M
m
Ln
O
n
0
N
tD
H
I�
It
ei
lD
•i
ei
M
Co
n
N
n
m
COW
1
M
n
t0
M
r`
00
00
00
00
l0
.t
.t
It
S
It
S
M
't
m
d
M
N
It
N
r\
O
't
ei
H
O
It
O
It
Nt
p
H
It
O
S
S
t0
H
It
p
S
It
N
N
.t
p
00
N
d
N
d
LD
M
't
--t
.t
tD
f
S
tD
Ln
It
W
3
S
M
ID
d
'y
1
00
tD
't
LA
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00
SCOTT/R. Cb-LLINS'Z
Lic. No. 035791
p 10/14/21 14
Z
0
r
J
�
F
Z
Lu
0
0
Z
O
U
J L
Q
Lr)
L
r_
w
Z L
~ L
V/
L
>
L
W
L
N N N N .--i .--i N
CD C�
Q Lu CD CD
'T 05 j 7
N 05
N C3 LD m .--i
r`
m
c
z
N
Q
475
c
N
Ln
470
W o
J
LL
W
O
465
J
,--1
IZ
J
r1
W
C/)
C25
V
z
H
Q
46o
O
J)
O
Q
455
2
U
_
�
W
�z
Y
U
z
450
w
0
O
F_
ul
m
W
445
iw
z6Jw
J
I�
- �
2
z
440
J W
�
_
0
O
J
O
435
(D
0C:)m
0
430
u
G
Lu
w
d
U1
JOB NO.
4�5
182150
SCALE
1LL _ 501
SHEET NO.
26
450 450 450 450
SIGHT LINE
(TYP.)
445
445
SIGHT
DISTANCE=335'
— —
— — — — —
—
PROPOSED
END
OF ROAD
/
—
\
_
HOB'. F
3-5'
CONSTRUCTION
GRADE
TIE-IN
\
440
/
HT. OF
EYE=3 S.
440
36 i
/
PROPOSED
GRADE (TYP.
�P
\
435
435
�GN�O\
i
i
i
/ /
430
\
430
HT. OF
OBJ=3.5'
425
425
FUTURE
ROAD GRADE
\
/
\
420
420
EXISTING
GRADE (TYP.)
415
43-5
410
410
405
I
I
405
0a0
0a
°a
ap
^M m
o
00 00
00
0
00
00
m
o
M
Im
a
�
00 'to
m
0
a
w
M
'tLp
M M
kD
m N
d,
m
a.
a a
a a
a a
a a
a
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o
475
475
470
470
465
\
465
HT. OF
\ \
XISTING
GRADE (TYP.)
OBJ=3.5'
\
46o
\/Gh�osr
46o
\ 63
455
455
\
SIGHT
LINE (TYP.)
HT. OFF'
EYE=3.5'
\ \ \
\
450
\ \S/G
450
T
180,
\
\
445
PROPOSED
GRADE
(TYP.
\ \ \
445
\
\
HT. OF
OBJ=3.5'
440
440
V1
M
N W
0 ci
Oml 00
I�
N n
It m
LD
00)
iD
a
LD
It
O LD
It It
Lo LD
a
LD
a
�O
a
00
a
Li, Ln
a
a
a
0+00 0+50 1+00 3+50 2+00 2+50 3+00 3+50 4+00 4+50
445
445
SIGHT DI
TANCE=335'
HT. OF
_ _ —
— — — —
— — —
PROPOSED
END OF
ROAD
OBJ=3.5'
—
HT OO
\
CONSTRUCTION
GRADE
TIE-IN
440
EYE=3.5'
\
\ \
440
\
\
\
/
435
%TA��F,
SIGHT LINE (TYP.)
435
ROPOSED
GRADE
(TYP.)
\
\33�'
430
/
\ \ \
430
EXISTING
GRADE (TYP.
�
\
JHT. OF
4�5
FUTURE
ROAD GRADE
OBJ-3 5'
4�5
/
420
420
1p
I�
n
Ln
Om ci
n O
m a
I�
kp 00
00 'i
M 00
Ln
O
N
m
N
l0
ry
0) N
m 't
00 O
M m
a) O
m a
Ol N
m a
0 rl
s a
Ol N
M a
00 O
M a
ri N
m m
N n
M N
Ln
m
W
m
t0
m
a
a
s a
s a
s a
s a
s a
s a
s a
s a
s a
M
M
M
LORA COURT (NORTH) & FLORA LANE INTERSECTION SIGHT DISTANCE PROFIL
SCOTT/R. Cb-LLINS'Z
Lic. No. 035791,E
p 10/14/21 14
Z �
o J
r
Lu
a F
Z
0 U)
O Z J L
o a
� r_
V/ Luz L
c
L
W
0+00 0+50 1+00 3.+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00
FLORA LANE (SOUTH) & EUSTIS AVENUE INTERSECTION SIGHT DISTANCE PROFILE
o
0
0
CD
CD
CD
Q
tj
� l0
.--
'T
CD
.1
VERTICAL GRAPHIC SCALE
5 0 2.5 5 10 20
( IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
50
( IN FEET )
1 inch = 50 ft.
465
465
460 HT. OF
\
46o
OBJ=3.5'
\
�/EXISTING
GRADE (TYP.)
455
��yT
455
/S
�qN\F
`SIG
HTLINE (TYP.)
8
450
450
\
\
445
HT.
EYE=3.5'
\ SI GN7-0S7_
OF AN E,\4'
445
PROPOSED
GRADE (TYP.
HT.
OF
440
OBJ=3.5'
440
435
435
l0
co
^ 00
co"00)
M
. -
ri
0 N
Lp
N
co
O0
a
s a
LLn00
LO
s a
Ln
s
d a
a
't a
s a
s
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
ORA LANE INTERSECTION SIGHT DIS
Lu
z co
Cf7 Q
N
® � J
� LL
N
W o ao LLu
n
LL �
W > O
Lu .--I IZ
J J Lu
u
V
� 66 z
Lu Q
~ � I—L9
H J)
O T --1 —
J Q
ON
W Y � L'
w U z
u O 0
V
ul m Lu
z
LLLJuJ �
W
H�
U) = z_
J w �
0 O
J o
(D
O C:) m
O
N
u Lu
J
ti
0 W
W
a �
JOB NO.
182150
SCALE
1LL = 501
SHEET NO.
27
SEE NOTE, THIS SHEET. � " [ Y Y Y
/ v NOTE: SEE FINAL SITE PLAN FOR LANDSCAPING
/30PLANTED/REF61RESTED IN OPEN SPACE AND BUFFER AREAS. NOTE: 30' PORTION OF THE ROUTE 29 BUFFER MAY BE
/------- p BUFFER DISTURBED FOR GRADING WITHIN THE DEVELOPMENT,
y _ _ _ AND SHALL BE REPLANTED WITH A MIXTURE OF
_�- ----_ - - - - - - --- DECIDUOUS AND EVERGREEN SHRUBS AND TREES TO
BE APPROVED BY THE DIRECTOR OF PLANNING.
.l
lop ALONG FLORA LANE
FEW ALONG FLORA COURT;jfi*&A,4*#,,
k, N . 111. EXISTING STREAM j
lmp�-Ro — , iff& N6�
_ ATTIMEOFFINALSUB
DIVISIONPLAT, 43 / GRAPHIC SCALE
PER PROFFER #2 OF ZMA2oi8000ii Y LOT \ / QOSE�
/ x LOT
/ 85 44 ao 0 0 40 eo
Y BOUNDARY(TYP.),� LOT /
LOT G K / ( IN FEET )
A CHL E-5 H E45
84 2g LOT 1 inch = 40 ft.
i�--M.•" 1 Lu
Vi
\ Iw~
\ ` Z_ Lu
J LLJ
\ 2
—U U,
Lic. No. 035791 It,
10/14/21 'Ad
z
Z
O
u
Lu
p
Z
�
Ja
r tC
L
J L
ti L
O
u
L
Z
^�
W
L
[
>
L
W
E
z
j w
f
j O
J
S Z
= i
O m
w N
C� w
ca Q
J Z
Q
w N
. d
W
Ln
Lu
6
C
W
O
O
n
7
O
O
t\O
O
O
OD
n
O
N
,y
O
O
CN
to
.�+
O
CN
to
N
N
7
O
O
ul U
I '7 Lu _I
SCALE
1"=40'
SHEET NO.
28
Conservation Plan Notes:
PROPERTY BOUNDARY (TYP. r . I //" 1 4- 1I \ PLANT SCHEDULE'
{ K�\ �� ,, LOT
1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON /-/. L$ T A CH.. NE - H E 2 �� ` 45 \ / SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY CANOPY TOTAL
AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING 4 - / ` '
ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE ", / / ,1� /, / \ °w\f LOT j CANOPY TREES
LOT
CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. /�/
2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION _ - - „ /.. / i ��,.� -' 4 AR ACER RUBRUM RED MAPLE 2-1/2" cal. 31 452 14012
MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES 83 / s \ 9\ LOT / QP QUERCUSPHELLOS WILLOWOAK 2-1/2" cal. 58 419 24302
TO BE PRESERVED AND PROTECTED.%'`�.f /. ,` °.a '\ 47 / Qj QUERCUSSHUMARDII ISHUMARDOAK 2-1/2" cat 33 372 12276
3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER LOT ' i� ' \ \ O TOTAL 50590
MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL 82 NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. /
4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES / ,✓ ,� \ \ �>'
TO BE PRESERVED AND PROTECTED. i -
\ L\ / LANDSCAPING NOTES: /
5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF � ,' EXISTING STREAM BT ,;� V `� A � -" /� ,2. 1 LARGE STREETTREE PROVIDED EVERY 50'OF STREET FRONTAGE.
i
TREES TO BE PRESERVED AND PROTECTED. 2. STREET TREES SHALL BE LOCATED 5' MIN. FROM DRAINAGE STRUCTURES AND ➢o' MIN.
' FROM WATERLINE AND SANITARY SEWER STRUCTURES.
6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS r \ i / �� �' \ \ \ / -.
�' \ l f \ / k 3. STREETTREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT;
BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY / \ ` ,i \ •� -k k kk THE TOPPING OF TREES IS PROHIBITED. STREET TREES SHALL BE PRUNED MINIMALLY AND
ENGINEERING DEPARTMENT. / / \ \ � - / * .� �" � LOT � k
\ ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT.
7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, /\ \ _ S
\ 8 \ STREET TREES LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES SHALL BE
TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE � ti � LOT / f \ •-4� �-----
PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS 8p } �` / ' `®` % \\\ PRUNED BETWEEN 2' AND T ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES
OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL \ } '�:,% / f LOT / \ i AND ACCOMMODATE PEDESTRIANS.
BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL / �,
SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 5. TOTAL STREET FRONTAGE =5,yg2' _ % j� g \ I G,
LOT `e 59 / \ F`yT REQUIRED STREET TREES: iTo (i TREE PER EVERY 5o' OF STREET FRONTAGE)
8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE i ` �3 LIMITS OF GREENWAY. PROPOSED STREET TREES: 222
PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH �/ 79 f l \ �09�_ FUTURE PUBLIC GREENWAY TO BE NOTE: i,964'OF STREET FRONTAGE ALONG ARCHER AVENUE (PORTION OF)
THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS / f / LOT \ F <
INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. q' L �, // ,' -y / \ +�2G EDICATEDTOALBEMARLECOUNTY REQUIRED STREET TREES:yo
50 \ / 2s6' AT TIME OF FINAL SUBDIVISION PLAT, s PROPOSED STREET TREES:46
9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE I / LOT ` ` \ \ 10 PER PROFFER #z OF ZMA2o280002i o NOTE: i,685' OF STREET FRONTAGE ALONG FLORA LANE
PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON / 78 / /: H �" REQUIRED STREET TREES: 34
BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND LIMITS OFGREENWAY. P", \
MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. / f % LOT ,/ / \� / / �� PROPOSED STREET TREES: 36
FUTURE PUBLIC GREENWAY TO BE i j \
EDICATED TO ALBEMARLE COUNTY ; LOT �'� �� / �'� 6i / / \ \ 5 � NOTE: 48o' OF STREET FRONTAGE ALONG EUSTIS AVENUE (PORTION OF)
10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION �. \ \\ / REQUIRED STREET TREES:io
CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. AT TIME OF FINAL SUBDIVISIONPLAT, / 77. ;'
PER PROFFER #2 OF ZMA2028000-- /f / PROPOSED STREET
�� LOT \ \ ,, NOTE: i,2oo' OF STREET FRONTAGE ALONG KOCH COURT
�.. LOT \`� �� \ 62 \ \ \\ /}- REQUIRED STREET TREES:22
v 76 % �P� I \ �� V \ y� PROPOSED STREET
FRONTAGE20
' _ r � ; / NOTE: z6Y OF STREET FRONTAGE ALONG FLORA COURT
�( 8) CIS STREET TREES r �`�'��� -�, • ��i�: 1 V� V / \\ \ REQUIRED STREET TREES: 6
IALONG FLORA LANE PQ�P 1 \ \�✓/ \• / / / PROPOSED STREET TREES: 8
LOT \ \\ Q / /''J LOT
I / \ 4 Q / 3
75 \ QP CC (28)ARSTREETTREES
/ f ALONG FLORA LANE ` A
LOT
y/ LOT a 'l 64
74
/ / w '/
q ' re
LOT
LOT // 65 /
73
�" _ _ �, // �, L 6T / is / , PROPERTY BOUNDARY (TYP.) ' �;, 1992 3.38
1 \ \ LOT LIMITS OF GREENWAY //
o / 69 / FUTURE PUBLIC GREENWAY TO BE\--EXISTINGWETLANDS(TYP.)
DEDICATED TO ALBEMARLE COUNTY /
/ / \ LOT y' j / AT TIME OF FINAL SUBDIVISION PLAT,
/ \ 68 / PER PROFFER 92 OF ZMA20800022 /
% / NOTE: SEE FINAL SITE PLAN FOR LANDSCAPING IN
OPEN SPACE AND BUFFER AREAS.
Scarce: Va. DSWC Plate 3.38-2
O
/ III - 401
/ \ \ PROPOSED 8" SANITARY SEWER( P.)
o
/
� W I
\ s'WI
/ GRAPHIC SCALE
yo 0 0 o 1
\ /
\ s " ( IN FEET )
1 inch = 40 ft.
5 /
DOUBLE STRAND#12 GAUGE WIRE
/ EXISTING STREAM / \\� WITH RUBBER HOSE&TURNBUCKLES
/" 2"X2"HARDWOOD STAKE
CUT& REMOVE BURLAP FROM TOP
1/3 OF BALL AS SHOWN
SCARIFY SUBSOIL TO 4" MIN. DEPTH
MULCH SAUCER
l FINISHED GRADE
/ I TREES UP TO 4" CAL. SHALL BE STAKED.
/ TREES WITH OR EQUALLY
BE
LIMITS OF GREENWAY. / GUYED WITH 3 EQUALLY SPACED
FUTURE PUBLIC GREENWAY TO BE / TWISTED, #12 GAUGE WIRE WITH HOSE
AND TURNBUCKLES. LOOP HOSE
DEDICATED TO ALBEMARLE COUNTYrHT. FTREE/ 1 l AROUND TRUNK ABOVE BRANCHES
ATTIMEOFFINALSUBDIVISIONPLAT, II= I — III— AS SHOWN, FLAG WIRES WITH
COURVEY TAPE. REFER TO SPECS
PER PROFFER #2OFZMAzoB000= / IIII — III FOR ADDITIONAL INFORMATION.
//c I�I
III AMENDED SOIL MIX
i�lll ITI=III—II11II II
` Y COMPACTED SUBGRADE
Evergreen Tree Planting Detail
Tree Planting and Staking Detail
/ Not To Scale Not To Scale
County of Albemarle
Conservation Plan ChreWlat To be placed on La,Wsrxpe flans
(IfandirmIL pp IH-284-111-297 for rompic le sp,,dinc atimn)
1.
The Pollowina ltrms shall he shown on the plvn
Trees robe si sd;
® Limb ofdoming(ouoide, driplinaeflnes tobeeired);
® L.witand type ofptmective Ast..g:
0 Grade changes requiring tree wells or walls;
0 Proposed trenching ormnnding beyond the limits ofcleadng.
2.
M,,kliif
0 All trees to be saved shall be marked wiM print a ribbon at a height clearly visible w equipment operators.
0 No grading shall begin anal the tree marking has been inspected and approved by a County Inspector.
J.
PreConsfrudien conference:
D Tree presrnarion and protediw memraes shall be reviewed with Me contrador on site.
4.
Equipment Operation and Storage:
TREES UP TO 4" CAL. SHALL BE STAKED
Heavy equipment• vetacularinificand storage ofconswctionamenalsincludingsoil sha➢not bepenwnedwiean the dripines ofirees
WITH 2 z"xa" HARDWOOD STAKES.
to be, saved.
TREES OF 4" CAL. OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED, TWISTED,
S.
Sell Emd.n and Smrmnaaer Detention Drain,:
10 Sleh deviws ahallriot a&mdy affect t to Nsu*d.
AND TURNBUCKLES. LOOP HOSE AROUND
6.
Firer:
TRUNK FLAG WIRES WITH COURVEY TAPE.
$] Fires are not permiped witlJn 100 feel of Mo dnplive of treasmbe d-
REFER
REFER TO SPECIFICATIONS FOR
7,
Task 1131eriair
FURTHER INFORMATION
®'lions inreinlsatmR not be stored wlddn 100feduftheddphae eftreeste besaved.
8.
ProtjlTleyi F y{ane Fe)H, Fenrj)e FenrID n
0 Trees to be rdaltled widen 0U feet of a proposedbuddhig or gmdmg activity shall be praected by fencing.
0 Fencing shall be in place and shall be Impacted and approval by a County Inspector prier to grading a eomwcroon.
GUYWIRES WITH RUBBER HOSE AND
9.
Tree Wells:
TU R N BUCK LES 213 U P TR EE
SB When the ground level must be raised vnthn the dnpluw ofame, to be served, awee well shell be provided and a construction detail
Sabra lksdfor ppmW
2"x2" HARDWOOD STAKES, ALIGN
TOP OF STAKES
10.
Tree Wallin
0 When Me gmwd level must be lowered within the dnphm anise to be saved, a ireewan shall be provided; and a construction detail
MULCH SAUCER
subtnined for approval.
AMENDEDSOILMIX
It.
Trenehma aid Tu...une:
ZI When trenching is regwred Whelan the harms of clearing, it shall be done in fen away from the trunks of trees Impossible. naming
under a large tree shall be considered as an Alterative when tt is snadpated that necessary trenching will destroy Fraternities.
12.
Clete
91 Pmtemne fendng shut be the last items removed during the fined demmp,
CUT AND REMOVE BURLAP FROM TOP
13.
Dismissed Trap:
1/3 OF BALL AS SHOWN
® Dmnag beer shall be treated immediately by pmrmig, fatalimtion mothermdhods recommended by a tree speda8at.
SCARIFY SUBSOILTO 4" MIN. DEPTH
NOTE: ITI/ HE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION
REQUIREMENTS,
COMPACTED SUBGRADE
6/24/2020
OWNERSIGNATt1RE (DATE)
CONTRACT PURCHASER SIGNATURE (DATE)
5/1106 Pape 1 of I
Lic. No. 035791,E
10/14/21 'Ad
z
z
U
LU
o
C)
O
L-
J -
c
E
(n L
J L
� �
O
LUZ
L
f
L
Ifw
I
z
j w
f
j O
L r J
S z
= f
O to
I w N
iY w
i f
m Z
1 Q (D
w N
- a
i w
(n
LU
1 LU
c
0
O
a
W
FrqN
0
O
7
0
O
c\O
0
O
I"O
0c°-
N
N
.•+
O
.\-I
.•+
O
N
N
N
N
O
U
A�
1
®
M
z
N
Q
®
Msell
J
I
N
O
`L
Cn
N
0
N
W
>_
LU
T 1
J
J
T 1
U)
LU
0
Z
,g
OT-1
O
z
_
0')
Q
U
'U
V
w
Y
z
z
L
U
Q
0
Ul
U
J
o0
LU
LU
J
I
�
�I
V)
T
y�
LU
�i
clL
Q
0
�OO
O
coW
N
U
W
J
r-r
W
W
JOB NON
182150
SCALE
111=40'
SHEET NO.
29
i
BOX CULVERT DRAINAGE PLAN
SCALE 1 =200
_ IL/ / ��I �
�/"/ /
16�V6� ♦♦
v ;� -- _ '�♦ � I �A..�•� / � ♦ l _I I I- �\ � �- / I , �I,, _-6 , �y � vv�6��� 6�/ /// V�I � \�
�41W4
CULVE�TiAI//// \� \/ �•��6 - C' �� vA� \6�6 �� 66
57/Ill /A\\ _ /
�Tc=o.3311,rS.
�� 6 /j \\�/j//ln\ \ 6 III
■
III v /�
\\ / I
�J \'6���� �6 moo' o W �. 9.
- -
i A � 7,9D'S1F CF � Ef�V.�i2 .9:94�h s.)
% 6 '-850' Of,-CHANNELFLOW
_ �\ \
_6
\66
6-
/%�'6�6� u
�v 6 ♦�� ! v666
//6 / // 6 �� / \ \ ■ -10
■ 1�� �1.. ■ ■.11tlti ■ ■ ■ \ ■ V
n JJJ G 1
(T IS L I F \
All t
�-
6��6666i-
-== � �� f L/ Z \ I ��IIIIIm,J � � �✓ � � - 6 6 //6�/ \; 6\\ _ -->/ � � 6 �/ II III 1���41I', k ¢¢ - --
WATERSHED SUMMARY
Area, 10-year Flow, 25-year Flow, 100-year Flow, 6 /j 6_Z)
CN ac. cfs cfs cfs
culvert #1 57 60.50 74.42 121.15 219.7\ 6/ //
.n
�.60f
' / /
6.. F PROPCOOSED"�x; \ \
--PRO-
POSED_D STTO. CONCRETE/
/ HEADWALL WITH 450 WING -WALLS
i
0+00
\ ^
----- - \ / SO� CK p \
\ i LIMIT , \6
_ _ __ --PROPOSED VOOT CL AI-tt_IPRAP LINED UPSTREAM ENERGY \
- --- DISSIPATER, WITI\i FILTER FABRIC UNDERLAYMENT, FILTER
FABRIC.TO BE KEYED INTO THE EXISTING GIROUND-A- 2 \ \
MINIMUM OF 9" TITHE ENDS AND ALONG -THE PERIMETER, \
- - ---- -AND THE STRIPS OF FABRIC SHALL OVERLAP A MINIMUM OF-
--- - - -1Z. ENERGY DISSIPATER-DIME-NSIQNS: logLQNGW-
WI6E-AT E CDCVERT-AiV6iR' WI�ATTHF`END. ST NE \
THICKNESS=18'
/
BOX CULVERT DETAIL
SCALEI'=30'
LIMITS9F - - PROPOSED VDOT-CC.AIRIIPRAI LINrE OWNSTREAM-
GREENWAY, TYP -OUTLET PROTE_C- 10 , WITH FILTER FABRIf-/
ERLAYMENT. FILTER FABRICO BE KEYED INTO TH� _
IS OUNB A M-INiMUM OF 9" T THE ENBAND \
/ AL THE FTHE STRIPS,OF FARIC_ _
SHALL O INIM _ ":-ENERGY DISSIPATER '------
I ENSIONS.,-16' L I IDEA T ANDS
/ 06 N = A -21WIDE_AS THE
+16
02, \
o � r
\ -
3+00 \ \ \
o _
's PROPOSED VDOT STD. CONCRETE
HEADWALL -WITH 45- WINGS WALLS
- PROPOSED -CULVE it_T DIM ENSIQNS: \..
- 250.D0-LF aC13_04%, INV..TN 40 '.10,
INV. OUT=395.50'
r � \
\A /
PROPOSED VDOT
CONCRETE ENDV
WITH 450 WING V
PROPOSED VDOT CL. AI RIPR/
LINED UPSTREAM ENERGY
DISSIPATER, WITH FILTER FAB
UNDERLAYMENT. FILTER FABRIC
BE KEYED INTO THE EXISTING
GROUND A MINIMUM OF 9" AT'
ENDS AND ALONG THE PERIMEI
AND THE STRIPS OF FABRIC SH
OVERLAP A MINIMUM OF 12"
ENERGY DISSIPATER DIMENSIO
10' LONG, 10' WIDE AT THE
CULVERT AND 18' WIDE AT TF
END. STONE THICKNESS=18
CULVERT NOTES:
1. CONTRACTOR SHALL ENSURE THE PROPOSED CULVERT #1 IS COUNTERSUNK A MINIMUM OF
6" INTO THE STREAM WHEN IT IS INSTALLED, ON BOTH ENDS OF THE CULVERT.
2. INSTALLATION OF PROPOSED CULVERT #1 SHALL MEET ALL CURRENT VDOT STANDARDS
AND SPECIFICATIONS. SEE THE NEXT SHEET FOR DETAILS.
440
440
435
435
430
430
425
425
ROPOSED
GRADE
420
420
415
415
410
410
STD.
5'x5'
REINFO
CED
'ALL
CO
CRETE
OX
PROP
SED VD
T STD.
IALLS
ULVER
CONC
ETE EN
WALL
WITH
5° WING
WALLS
405
405
PAnMISTING
GRADE
kP
-
ZIC
\
TO
HE
400
INZq
3�1F@3.0
a
\\
400
ER,
ALL
' OUTo3
\
5 30
\
\
NS:
'
E
395
ROPOS
D VDOT
L. Al RI
RAP LINED
DOW
4STREA
395
OU
LET PRO
ECTION,
WITH FI
TER FA
RIC
U
qDERLAY
IENT. FI
TER FA
RIC TO BE
K EYED
INTO TF
E
EXISTING
ROUND
A MINIM
IM OF 9'
AT THE
ENDS AND
SF
ALL OVE
LAP A MINIMUM
IF 12'. ENERGY
E
ISSIPAT
R
DI
MENSIO
S: 16' LONG,
15'
WIDE AlTHE
CUI
VERT A
D
390
21' W
DE ATTHE
END.
TONE T
ICKNES
=18"
390
KL-JLU�
0
CD
CD
cp 0
O o
pp m�
u)
V) ��
�
7-
0+50 1+00 1+50 2+00 2+50 3+00 3+25
BOX CULVERT PROFILE
CULVERT NO. 1 SCALE I'=5'(V)
SCALE 1'=r5O'(H)
Project Brookhill Neighborhood Blocks 9-11
Plan Sheet No.
Designer FGM, PE
Sheet 1 of 1
Rev. Date
Date 217120
STATION:
AHW Controls
CROSSING i11
HYDROLOGICAL DATA
100 yr. Flood plain elev.
D.A. = 60.5 ac., CN - 57, TC -0.32 hrs.
Design AHW depth elev.
Structures elev. freq. TWelev.
-
Shoulder _
elev. 440 =
CL elev. 440.4
DISCHARGES USED
RISK ASSESSMENT
ADT
Skew ° Cover `
0 25 = 121.15 CFS
Detours Available
Length
0 Design = 135 CFS
Overtopping Stage
Q = CFS
Flood Plain Management
Inv. El. 403.10 So= 3.04% Inv. El. 395.50
Q = CFS
Criteria and Significant Impact
Orig. Gr. Elev. 403.6 L= 250 Ong. Gr. Elev. 396
Q = CFS
CULVERT TYPE & SIZE
0
QIB
HEADWATER COMPUTATIONS
CONT.
HW.
ELEV.
OUTLET
VELOCITY
End
Treat.
COMMENTS
INLET CONT.
OUTLET CONTROL
HWID
HW
Ke
do
(dc+D)12
ho
H
LSo
HW
C.M.
Smooth
(1) - 5'x5' Box Culvert w/ 450 wingwalls
135
135
1
4.5
0.5
8.3
6.4
6.4
3.2
7.6
2.0
400.00
12.65
YES
Inlet Controlled
Note: Design assumes loner 6" is submerged
Design Flood Exceed. Prob. Elev.
Overtop Flood Exceed. Prob. Elev.
SUM M ARY & RECOM M ENDATIONS:
Base Flood 1 % Exceed. Prob. Elev.
%T
SCOTT/R. CiTLLINS'Z
Lic. No. 035791 .�,
p 10/14/21��
o��'IOnret. E�C't
Z
z
O
"=I
oai
!
J
O0J'
P.1
Z
W
V)
W
_ vJ
;W;
f � C
;SF
;E
J L
W
CL
�o.
J W L
LU
,F-
wtn
I-
0 w
U
f
0
o J
fCzSZ
i Z 0 vCo
W
7 UU it W
J J Lu 7
Q m Z
i w Q (7
°J° w to
( a d
w
d W
0
J W W
vi
O O C,
W O O O N O O NO
H C4 N CA
o -i Lo o
-I
L
ti
M
z 0')
M
N
® m
N
O
W 0)
N
N
W
J
J
U)
f� LU
T0
LJ..
zQ
U
r
LU
Ul U)
LU
LU
z
U)
JLU
LU
J�
V
O O
O
N
U
w
J
ti
U
LU
F-
I
w
a
V)
JOB NO.
182150
SCALE
AS
SHOWN
SHEET N0.
30
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
L
i
t5pan-8I/2 I
BLI- C Ea. Spa.- Dbol.
I
BHl T1
E
BH2
r
E
9' lyp.
}n
9" tYo.
T3
SPAN
HIGHT
I
W
BVt
I
RV'
BH1
+11
BH1 T2
BL1 - A S a. a
(Sran-B)/2 J lop one Dot.
TYPICAL SECTION
GENERAL NOTES:
Capacity: AASHTO HL-93 Loading
Specifications:
Construction: Virginia Department of Transportation Rood and Bridge SpeOflcotions.
Design: AASHTO LRFD Bridge Desigqnn Specifications. 51h Edition 2010; 2011 Interim
Specifications: and VGOT klodificotions.
All concrete shill be Class A4.
Deformed reinforcing bars shall conform to ASTM A615. Grade 60. All reinforcnGy dimensions o. o
Ihe Detailed drowiings ore, to centers of bars except where otherwise noted an 0 are subject to
ObnCol;on and Construcllgh tolerances,
ale ternBH3 With Construction joints shall be constructed and bonded in accordance with the current VDOT Rood
X1 11 ito hers and Bridge Specifications.
hen required Barrels more than 35'in length anal be poured in sections by providing vertical construction joints.
not exceeding 25' between joints nor more than 3D'from anUa of barrels.
LI al corners e4 Bars BHI and BH3 shall have a pin diwneter of 24 bar diometars.
Dimensions oa bar diagrams ore out -to -out of bars. Bws we st,6,ht unless otherwise show•
51110
--
The number of PLt and BL2 bars shown m the table is the number of Ion ludind bars snow.
the lypicol section and may not equal the total number of Race required. BLl and 81-2 bars snull
have.0 ton of 30 bow diameters at splices. At construction taints, first placed bars scroll project 30
bar diometers "(and the joint Ep I oted pUNlJLF shown for reinfprca etc9 does not include
the far tops of 13Land BL1 bars. The additional xeignl longituOle oa b shown a the
A
T3
quantity par
[able.
(WITH WING) (WING REMOVED)
DOWNSTREAM END) (UPSTREAM END)
The minionim cover of main reirif.,cing bars shot! be 2'/z1 from the face of the concrete for
Rtls
ap BH1
culverts. under 0 to 2 loot and It oil be 2" from the face of the concrete for all other
END ELEVATION
NI reinforcing, steel for culverts under 0 to 2 foot file shol be low carbon/chromium reinlo,emg
steel confornung to ASTM A1035.
At the Contractor's option BV1 bars may be spliced at the permissble conslrucl;on joint in order
to facilitate construction. ira additional compensation shall be for the increase n
UPSTREAM END -
provided
reinforcing steel quantity due to the splices.
Headwall quanl;lies shown assume w;ngwals are to be built at a 45° angle to the neadwal.
DOWNSTREAM BARREL LENGTH OUT -TO -OUT HEADWALL)
ENO
Permissible
The designs area
these to height and other condit;Ong indicated. My change in U"
FILL SLOPE 6"x6" FILLET
11" i0P OF TOP SLA13
construction
conditions invalidates
12"
joint lyp.
WingwDlls referenced by letter apply when the acceptable foundation level is the some for botr. fie
and wings. It foundation levels we different. the he;99hl of the vnr4wall shall be adjusted by select'm-
of anottler lettered myowdl of the appropriate helght. For w;ngwall details, rate, to standard series
BCW for the f0
-- -
opproprmta slope.
/
For details of extending existing bases, refer to etonawd BCE-01.
T1
HWI 1 �-
For modification of details for skewed culverts, see the skewed box details included in the road
plans.
/
This :tordold final be used with the BCS standard series.
12" R UPSTREAM
ENO (OPTIONAL AT
DOWNSTREAM END)
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
�Voa r SINGLE BOX CULVERTS SREGFlEATIDN
REFERENCE
ROAD AND BRIDGE STANDARDS
SHEET l OF 2 REVISION DATE STANDARD DETAILS
1002.0f 07/12VIRGINIA DEPARTMENT OF TRANSPORTATION
2016 ROAD & BRIDGE STANDARDS
BCW-21
GE7FJtAL NOTES
Ic"Cl icotions:
M TO LRFD na s Owws S wwRcasvoro SM Ew¢on 20I02011 tnso-am Pwuwn and
55H{ gg 9 P
s
VDOT Mndif:catlon�
LmlTaof volloty for Standard Wln rall design
The standard wlnowol designs ore based on the following assumptions:
+ter!! Is no strucf,,ral connecflon between file wall one the box cdvart
r ffl Surcharge in I T a c au c o ge loading I. neglected.
Baakfnl
kfl ri material with t fri ton e' t Bac l Mnvl comb tie ranular meta d t an ernal ct an e a at least J2•.
9 M g
Cotealy Dackfl stall not be l sh011ee Cons n lion of the only. ll material within a distance of
6 D D c
one-half the neS Dint of the roll shall be b bond cam tors only. g Y Pod Y
n Oro a e
a
The contractor Shall provide The drainage system ;hwcdied m S MOT I .
h for n In m If I kfl r n n- I I in The car o t Ordinal system ndu orOu6 6 6" Gamete o r d ivD wM 99 G Y rig pea g 0
ether 1 ems re ulredl snal9 be Incitlen o ao Re co T Dld for Cocor e. q I TIT T s t
Concrete
All concrete shall be Class A4.
Hetnforcement
afor7a reinforcing bars null conform to ASTM A61 . ace o Al reinforcing Dar amen torus on
he dM lied wawtng6 we O $onTer6 of Cars exCep here hall.as noted Ono are 6Vbjett }0
fabrlcatton and construction tolerances.
Dimensions an oar diagrams we oul-to-out of bars. Bars are straight unless otherwise Shawn.
The concrete uucover to the outermost reinforcement bars shill be as follows:
Mall Dot ng (ll faces) mi 3• minimum Cover
/j' hull Ov r
t the Contractor's Option WV Series bars may De s Ilcad at i of the footling
1 order to
p p o0
A Y ^q
f n I n. i ri b h in nc with n h rn . N he O it. co atruct o Ice b i anal be ccorda e t T e C o t ua o
if 55pp g aasa
dltlonol cam nsOttOn dial De revl0ed �Or ins 4ncreas0 In reinfOrcl steel antic due To
ad pe p rig au Y
ins s Ode . p a
Mlscelonoous
e e hoe hot W placed e laws din feasible for free c wh awe from h wing.
ep I as I plea oT Tn STD T I Ta Fou
Qa Y g
WI for straight in k w and
two T re ar0 +o be used o Skew T wOas 6 and 1 e e Va to 2g'. Two Type Y has p
Mn it arm GG 4 4• I I two T Da II 1 w To De u6a o skews o 25' T 5 . For skate a ova 5 special d s Y Os kin,
wind s are re Wred. he rin wo aao De used far each c pvac to shown on she BC series she
9s.
9 q � g t ul t T T
Tne dpalwu Shown ore applicable for V 45• sires wlin the roadway aha ."or conditions
IMicated. Any change in these con4i-liona InvalidoTes these tlesigrns.
Quonfl+lee shown we for one wiry.
Wall Quantities
q,_
kw!
Hag!
End
gr_mr
kar
LawWING
Entl
w
eMlorcemerT
LB
A
2.3
209
e.91
0.46
B
2A
245
IJB
8.46
C
3.2
273
121
0.49
D
4.0
306
IA9
0.52
E
4.4
346
1.49
0.52
F
4 9
7 76
J
0.52
G
5.6
434
1 .79
0.55
H
6.2
463
2.03
0. 55
1
7.1
552
2.10
0.6E
J
7.7
589
2.36
0.60
X
Bb
672
2.43
0.65
L
9.3
738
2.70
0.65
M
10.3
070
2.76
8J1
N
10.7
%a
3.05
WAS
0
IIJ
1014
3.10
1 0.85
P
13.2
1172
3.17
0.88
0
14.0
1337
3.45
0.88
R
1 15.3
1444
3.51
0.95
S
16.5
1591
3.58
0.95
T
17.5
9
I6 5
3. 86
1.03 3
U
18.8
2002
3.92
1.03
2&3
2238
3.99
1.11
W
21.7
2403
4.07
1.11
X
27.0
2884
4.28
1.27
T
31.7
3334
4.36
1.30
2
319
3578
4.46
1.39
AA
35.9
M76
4.56
1.39
BB
38.9
4522
4.56
1.48
CC
41.0
4747
4.66
1.48
DD
58.0
5689
4.99
1.71
EE
52.6
6313
5.10
1.71
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING 15 ON FILE IN THE CENTRAL OFFICE
tVoor WING DETAIL SPECiICA ON
ROM AND BRIDGE STANDARDS REFERENCE
SHEET t OF B REVISION DATE 2: 1 FILL SLOPE - TYPE I
1007.01 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION
2016 ROAD & BRIDGE STANDARDS
2016 ROAD 8 BRIDGE STANDARDS
BCW-21
WF4
WFS
WF6
WING
SIZELENGTH
SIZE
a
FROM TO VARY BY
LENGTH
FROM TO VARY BY
SIZE
a
FROM TO VARY BY
LENGTH
FROM TO VARY BY
A
4
6'-2'
-
-
-
-
-
-
-
4
3'-4-
2'-6'
0'- 1%,
4'-9-
3'-I8'
a,- 1%,
C
ci
4
8'-7"
4
7-4'
2'-6'
0'- IIS
4'-9•
3'-10'
0'- 1H•
-
-
-
-
-
-
-
car
E
4
Hy-3-
4
7-10'
2•-6'
01- IV
5'-3'
3'-I8'
a,- 1%.
F
4
It'-3-
-
-
-
-
-
-
-
4
3•-10'
2'-6'
0'- Ih.
5• 7
T-M'
a,- 1L/2'
G
A
12'-3-
-
-
-
-
-
-
-
4
4'-4'
2•-6-
0•- IN'
5'-9'
3--le.
8•- Hp
H
4
13•-3"
-
-
-
-
-
-
4
4'-4•
2'-6'
er- IV
5'-9•
3'-10•
0'- 1%-
1
4
14•-4'
4
4'-IT
4'-2'
0'- ly4'
6'-7
51-6'
a'- 1'/2r
4
4•-10'
2'-6'
0'- 2•
fill-3'
3'-11-
0'- 2'
J
4
15'd•
4
4-ll'
4•-1•
a,- I%-
6'-7
5'-5•
8'- 1%'
4
4'-l0•
2'-6'
0•- IV
6'-3'
3'-IB'
a' 1%-
K
4
I6'-5'
4
5'-5'
4'-5•
a' IV2'
6'-9"
5'-10•
0'- 1V,
4
5'-4'
2'-6'
01- 2'
61-T
3'-11•
a,- 2'
L
4
IT-5'
4
5'-S
4•-5•
a'- IyM'
6--W
5'-9'
0'- Iy4'
4
5'-4r
2'-6'
01- 2'
6'-9'
3'-II'
0'- 2'
M
4
18--5'
5
5'-11•
4'-9•
0'- INN•
7'-2'
6'-V
0'- IV
4
5'-10•
2'-6'
0'- 2y6'
7'-2•
3'-11•
8'- 21S'
N
4
18•-5'
5
5' 11'
4'-9•
0'- I%-
T-2'
a,-1•
0'- i3§'
4
5'-10'
2-6'
a,- 2%.
T-2•
T-l1•
a' 2ya.
0
4
19'-6•
5
6'-4'
5'-2.
0'- IN,
7•-8•
61-6'
0-- IN'
4
6'-4•
2'-6'
0•- 2%.
7'-8'
3'-11•
a' 2V
P
4
28'-6'
6
6'-il"
5'-5'
0'- IN§•
8'-2'
6'-9'
0'- INN'
4
6'-10"
3•-0'
a,- 2%.
8'-2-
P-5•
B'- 21/�
0
4
21'-fir
6
6'-11'
5'-6.
a'- I%-
W-2'
6'-9.
0'- IV
4
6'-IB"
T-0'
a.- 2Y.
8'-2'
1'-5-
0'- 2%'
R
4
22'-T
5
6'-S
5'-1•
0'- 13A'
T-9'
61-5•
W- INi'
4
7'-4'
3-8'
a'- 21/•
8'-8•
1'-5-
W- 2'/A'
5
4
23'-7•
5
6'-II•
5'-6•
0'- IV
8'-2'
6'-IB•
0•- IV
4
7'-IW
3'-0•
0'- 2h'
9•-2•
4'-5'
0'- 2�'
T
4
24'-7'
6
6'-11•
5•-7'
0'- 1%'
8'-2'
6'-10'
0'- 1%-
4
7-101
3'-8'
0'- 2%.
9'-2•
4'-5'
0'- 2V
u
4
zs '-9
6
L_2r
5._qr
e ._ 1 .
%
g._Sr
7.-0r
B ._ I /e
4
8•-q'
3'-0'
B'- z yz
9'- '
e
4•- '
s
e •- 2 '
yz
V
1
26'-10'
6
T-T
5'-5'
0'- Y
8'-10'
6'-8'
0'- Y
a
8'-10'
T-1'
0'- 2 '
9f
10'-Y
1'-5•
B'- 2 '
4i
W
1
2 II
8' 0'
5' 9'
0' Y
9'-7
71-0'
0' Y
9
31-1'
0' 236'
10' 0•
4. 5'
a,-23."
X
4
29'-0'
6
8'-9
6'-4•
a-- 2%.
10'-6'
8'-2•
0'- 2%'
5
10'-4•
3'-7'
0'- 236-
12'-2'
5'-5•
0'- 2V
Y
4
30'-1'
6
9'-11'
W-9•
0'- I%'
12'-2'
9'-0'
0'- 11/r
5
I1-4r
4'-1"
01- 3.
13'-8'
6'-5r
a' 7
Z
4
3P-2'
6
10•-!'
6'-10'
a'- 2 '
12'-5'
9'-1'
a'- 2V
5
IV-10-
4'-1"
a-- 3'
14'-Y
61-5-
ell- 7
AA
4
32'-3'
7
10'-]•
]'-2'
0'- 2 N:
12'-9'
9'-5'
0'- 2 3<
S
12'-1•
1'-1"
B'- 3 /e
14'-8'
6'-5•
0' 3 1.
6
55
4
33'-6'
T
ll'-5'
T-9•
0'- 2y2'
13'-T
9'-11"
0'- 2y2'
5
13'-4.
1•-i"
a,- 3%"
15'-8'
6'-5"
0'- 336'
CC
4
34•-7'
7
11'-10'
8'-I'
01- 2N6'
f1•-I'
IB'-4•
8'- 216'
S
13'-I0'
4•-1"
0'- 3yi
IS-2.
6'-5'
0'- 3yx"
DO
5
75'-]'
7
11'-18'
8'-2•
0'- 2y2'
15•-P
11'-5"
8'- 2y2'
S
U'-4•
♦•-7'
0'- 3N§'
U'-8•
T-11'
0'- 3N1;•
EE
5
36'-B'
7
12'-0'
8' -3'
0'- 2%'
15'-3'
11'-6"
a'- 216'
S
14'-IW
4'-7-
0'- 3y2'
18'-Y
T-11'
0'- 3y2'
SECTION A -A
(WITH WING)
HWl
REINFORCING BAR DIAGRAMS
0
..
o
a
BHJ
a
BHI
6" A 36" PVC
DUABE L WATERSTOP
CONSTRUCTION
BCS-DT
6" x 6" FILLET
•6 Hr:I
L- CONSTRUCTION JOINT
SECTION B-B PART PLAN
(WITH WING) (WING REMOVED)
(DOWNSTREAM END) (UPSTREAM END)
REFERENCE RIDGE
SINGLE BOX CULVERTS ROAD A10 BRIDLE STANDARDS
STANDARD DETAILS REVISION DATE SHEET 2 OF 2
VIRGINIA DEPARTMENT OF TRANSPORTATION 07111 WroY OP
2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS
$w
w
U
3
c
a-0
o
sa
3"_
WF9-NN
aq. spa. 00
Wide 3"-
z
I �I
2016 ROAD & BRIDGE STANDARDS
WV2 - 0 Sao. 0 I-Y = R front face
9. 2"
WV4 - U a0 a. 0 6• = V WV 0 ack face bark
4 p
Deck as
3'-0' 6'-0' ivp. WH3
wF-series
0 sod. 0 12" = P
face
T
Front
Sea No
3"-
I
Is
WF6
Lu
12" END VIEW
FRONT ELEVATION
a >.
a TJ
BCW-2
drainage layer
Wv-series
12• batter for wince X - EE
weep hole formed
h non-rlgid tubing
m equ )red.
Perforated i 6' diameter
e donna Tea
Ag Dip.
to woin ape outbi ontl
M
WIFE - GG add. 0 12" " HH Cot.
WF JJ s a. 9' WFS-EE s a. 12"WF3-CC s D OD
@6"� KN
top 3
3
0 T= Y 00
FF 0
fop
WF4-INN eq. Spa.
Sid--
----=-00
WFII WFI TO WF3 WF5 TO WF7
WFI - spa. TABLE A TABLE B
MM Saw Fn
tap and Dot. Wtl1 Y Slze Mo. 2
R3 2hr 4"
z r-CC I'-3y7 #5 0.• 5"
WF2-AA 0 I2' WFB-INN Bo. coo. OD-EE I'-9'/j W6 4yx" till
= Be to, = 00 sine cw:, #7 S.A. 7"
and bot. WFIO-INN
WFII-NN 0a. spa. • 00 side
- Go soon Corner FOOTING PLAN #9 9"- 1tl/i
of fooHnq
A COPY OF THE ORIGINAL SEALED AM SIGNED DRAWING AND DESIGN STATEMENT 15 DN FILE IN THE CENTRAL OFFICE
SPECIFICATION
REFERENCE WING DETAIL
ROAD AND BRIDGE STANDARDS
2: 1 FILL SLOPE - TYPE I REVISION DATE SHEET 2 OF F
VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 1007.02
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING 15 ON FILE IN THE CENTRAL OFFICE
XVDOT SPECIFIR NC
CATION
A 13 BRIDGE STANDARDS WING DETAILS
s HEET 5 DF B I REVISION DATE 2: 1 FILL SLOPE - TYPE 1
1007.05 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION
IHII
I
V_W
WVI WV3 WV4
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
TABLE C
BarSplice Length
Size
94 P_ 9•
#5 2'- 4"
#6 2'- 7-
at 7- 3-
me A'- 2"
W9 5'- A"
WING
WALL DIMENSIONS
Na
WEEP
HOLE$
FOOTING BAR SPACINGS
J
NI
K2
LI
L2
4
NI
N2
WFI
WF2
III
w 4.W ce
WFS
WF6
AFT
LL
MN
AA
BB
CC
DO
NN
00
EE
FF
GG
HH
JJ
KK
A
I'-6"
4'-0'
I'-6"
1'-0•
1'-0..
T.-Or
4-0.
3'-0•
-
3
2'-fir
-
-
6
6'-0•
1
0'-8•
-
-
6
6'-0•
-
C
1._6"
1._0.
1._1"
I._0.
11_0"
1.-0•
A'-0.
3'-0.
-
3
2'-till
a
g._O.
1
01-8.
-
-
8
8'-O.
-
-
E
1'-6"
6-0.
2'-0'
1'-0•
I'-0"
I I'-0"
4'-till
3'-0'
3
2'-till
-
-
10
10'-0'
I
0'-8•
-
-
ID
10'-0•
-
F
I.-G.
6 '-6°
-
2 0
1'- '
0
I'-0..
Q.-O..
4'- .
6
3'-0'
=
3
-
2' 6'
11
11'- '
0
1
0'- '
8
-
II
II'- '
0
-
_
G
P-6"
T'-0'
2'-3-
P-0'
I'-0"
I3'-0"
5•-0'
3'-0•
-
3
2'-6'
-
-
12
12'-0'
1
O.-B.
-
-
12
12'-0'
-
-
H
1 -6'
._ ._
6
2.-3..
I -0
I -0'
19 -Q
5'-0
3'-0
7
2'-6•
17
13 -0
I
O -B
-
17
I7 -0
-
_
1
I'-6"
8'-0'
21-6"
1'-0`
I'-0"
IC
5'-6'
3-0'
-
3
2-6•
1
V-0.
9
9-0'
1 I
o'-8'
6
4'-fir
14
14'- '
-
-
J
P-6"
8'-6'
2'-6"
1'-0.
P-O"
I6'-0"
1 13 -6'
3-0•
-
3
2•-69
1 1
1'-0'
9
9'-0.
1
0'-8.
7
5'-3"
15
15'-0'
-
-
K
1.-6..9.-0.
2 -9
I.-C.
I ll
T'- "
I Q
61-0
3' 0
3
2. 6
1
1" 0'
10
10--0-
I
O.-S.
5'-Y'
16
I6 -0
L
I
I -6"
4'-6'
I_ I
3 9
I
I 0"
I_ n
I B 0
6'-0 r
3' 0'
_
3
2. till
1
1' 0'
10
1
ID.-O.
I
1_ ,
O B
8
i_ n
6 0
I
i
IT.-O.
_
M
I'-6"
10'-0"
1'-0'
I.-G.
I'-O"
1910.-
6'-6'
3'-0'
-
3
2'-6•
2
2'-8'
11
II'-0'
I
O'-0'
8
6'-0"
18
18'-0'
-
-
N
P-6"
10'-6"
3'-6"
1'-0.
I'-0..
19'-0"
Ei
3'-0.
-
3
2•-6•
2
2'-8'
II
II'-0'
1
O'-8'
8
6'-0"
IB
I8'-0'
-
0
'-6"
II '-0"
3'-6"
I '-0•
'-0"
20'-0"
7'-0•
3'-0'
I
3
2'-6•
2
2'-0'
I 2
I 2'-0'
I
O'-8•
8
6'-0"
I 9
19--0-
-
Is
I'-6"
II'-fi-
3'-9"
1'-0.
1'-0..
21'-0"
7'-6-
31-6'
1
3
2'-till
3
3'-0'
12
12'-0'
I
0'-B'
10
7'-6'
20
20'-0"
-
-
0
I'-6"
12'-0"
7'-9'
1'-0.
I'-0"
22'-0'
7'-6-
3'-6'
I
3
2'-6'
3
3'-0'
13
13'-0'
1
O.-S.
10
7'-6'
2
21'-0'
-
-
R
1'-6"
12'-6•
4'-C.
1'-0.
I'-0..
23.-0..
B'-0•
3'-6•
1
3
2'-6•
3
3'-0•
10
10'-0'
1
O'-8•
9
6'-9'
22
22'-0'
8
4•-0'
5
I'-6"
I3'-0"
4'-a.
I'-0'
I'-O"
29'-0"
8'-6'
3'-6'
I
3
2'-till
A
1'-0'
II
II'-0'
I
O'-0'
9
6'-9'
23
27'-0'
8
4'-C•
T
1'-6"
13'-6•
e'-3.,
1'-0.
P-O"
25'-0"
8•-6'
3'-6•
2
3
2'-6'
4
4'-2•
12
12'-0'
1
0'-B'
9
6'-9'
24
24'-0'
8
4'-01
U
16
14'-0'
3
I ll
I ll
26 -0
0
3 6
2
3
2'-6'
0
12
12'-0'
I
O B
9
6 9
25
25'-0'
10
5 0'
y
I ._6..
I 4.-6,
A. - EIS
6
I ,-O.
I -On
2 y,-04
9'- '
6
-
3' 6'
7
3
2-6•
9
-
5' 0'
I O
1 0'-0'
I
O'- '
8
U
9'-9"
26
?6 '-0'
I 0
5'-0.
A
1 6
IS 0
6
I-0
I ll
28'-0"
Ill' 0
3' 6
2
3
5
5' 8
I I
I I 0
I
O B
I]
9-9
27
27 0
10
S C
X
I'-9"
15'-6-
A'-9"
1'-33'�
1'-1'/e
29'-0"
ll'-0'
4'-0•
2
4
3'-4'
5
5'-01
II
11'-0.
1
0'-1 1'
13
9'-9"
28
28'-0'
12
6'-C"
Y
2'-0"
16'-0"
4'-9"
I'-4•
I'-I'/e'
30'_0"
17.'-0.
4'-W
3
4
3'-4-
6
6'-0'
10
10'-0'
2
O'-7•
IT
12'-9•
29
29'-0'
10
5'_0'
2
-
2' 0"
-
I6' 6"
-
5' 0'
I i_q1 "
e
I' I
_
31' 0"
_
12' 6'
q._ .
6
}
q
_
3' 4'
7
Ti_ .
0
10
10'-0'
2
_
O' 7'
I 7
12'-9'
70
_
A0.
2' 0"
I 0
5' D'
_In
I' I
32. 0"
13'-0'
6
3
3
0
II
II' 0'
2
O
I7
12'-9'
71
71' 0'
12
6' G"
Be
2'-0"
IT' -till
5'-3"
I'-41/e"
I'-I'/4'
77'-0"
Ir-0'
a•-6`
3
4
3"-Y
B
8'-0'
12
12'-0'
7
O'-T•
IT
12'-9•
32
32'-0'
12
CC
2'-0"
IB'-0"
5'-3"
I' -A yz'
I' -I'/,-
34'-0"
14•-6'
4•-6'
}
4
3'-4'
9
9'-0'
I3
13'-0'
2
0'-7'
IT
12'-9'
JJ
J3'_Or
12
6'-0"
00
2'-6"
IB'-6'
S'-6"
I'-4s/1°
1'-I%'
35'-0"
15'-0'
5'-0'
4
5
4'-Y'
8
8'-ex
12
12'-0'
2
0'-10"
17
12'-9'
34
34'-0'
16
8'-C•
BE
2'-6"
19'-0'
5'-6"
I' -A 1'�
1'-13xS•
36'-0"
15•-6'
5-8'
4
5
4' 2'
9
9'-0'
12
12'-0'
2
0'-10"
I7
12'-9•
35
35'-0'
18
9'-C'
WF7
WF8
WFS
WFIO
WFII
WING
SIZE
LENGTH
SIZE
LENGTH
S1ZE
LENGTH
SIZE
LENGTH
SIZE
a
LENGTH4E.
FROM
70
VARY BY
FROM
va8r BY
p
_
_
_
_
_
_
_
4
612•
4
3'-Y
4
2'-I'
1
2'-Y
"2"
A
4
1'-
_
A
8'-2-
4
3'-2
4
2'-2'
4
2'-2'
41_2.
D
_
_
_
_
_
_
_
4
9'-2-
4
3-8'
4
2-2•
4
2'-2°
M"E
-
-
-
-
-
-
-
4
10'-2
4
T-8'
4
2'-2-
4
2'-2"
4'-2"F
-
-
-
-
-
-
-
4
Il'-2'
4
3'-8•
4
2-2'
4
2'-2•
1'-2"
G
-
-
-
-
-
-
-
4
12'-2-
4
4'-2•
4
2'-2'
4
2-2'
4'-2"
4
H
-
-
-
-
-
-
-
4
13'-Y
1
4'-Y
1
2'-2'
4
2'-2'
4'-2"
4
4
14'-2'
4
41-5'
4
2'-2'
4
2'-2"
4'-2"
4
J
-
-
-
-
-
-
-
4
15'-2•
4
4'-8'
4
2'-2•
4
2'-2-
112"
4
K
-
-
-
-
-
-
-
4
16'-2-
4
5'-2'
4
2'-2'
4
2'-2"
4'-2"
4
L
-
-
-
-
-
-
-
4
I T-2'
4
5'-2•
4
2'-2'
A
2'-2"
"2°
4
M
-
-
-
-
-
-
-
4
I8'-2-
4
5'-8'
4
2'-2•
4
2'-2-
4c2"
4
N
-
-
-
-
-
-
-
4
18'-2-
4
5'-8'
4
21-2'
4
21-Y
4'-2"
4
0
-
-
-
-
-
-
-
4
19'-Y
4
6'-2•
4
?'-2'
4
?'-?"
4'-Y
4
IS
-
-
-
-
-
-
-
1
20'-2•
4
6'-8`
4
2'-8'
4
2'-2•
41Y
4
Q
-
-
-
-
-
-
-
4
21'-2'
4
6'-8'
4
2'-8'
4
2'-2-
4'-2"
4
R
5
7'-4-
6'-7-
0'-IV
8'-8'
7'-11'
0'1%.
4
221-2-
4
7'-2-
4
2'-8'
4
21-2"
4'-2'
4
S
6
7'-IV
7'-0'
0'-PA'
9•-2'
8'-4•
8•-1'/'
4
23'-2'
4
7'-8'
4
2'-8'
4
2'-Y
4'-2"
4
T
6
7'-10'
_
7' I'
_
0' I
_
9. 2'
_
8' 4•
B'-I ya
4
24'-2'
4
_
7' B'
4
_
2' ell
4
_
?' 2'
4_ 11
2
4
U
6
8
7
0'fy�
8
8
t'
0 IA
25' 2'
8' Y
2' 8'
2'-2-
2
V
6
8'-le'
71-9.
0'-1$`
10'-Y
9•-0'
0'-lw
4
26'-2'
4
8'-8'
4
2'-e'
4
2'-2v
4'-2'
4
W
6
9•-1•
8'-2'
0'-136•
10'-8"
9•-6•
e,-lV
4
27'-2•
A
9'-2•
4
2--e'
4
?'-2"
A'-?"
4
X
6
10'-4'
B'-11'
0'-IV
12'-Y
10'-B"
0'-1$'
4
28'-2'
4
10'-2'
4
3'-2r
4
2'-2-
412-
4
Y
T
I1 '-4'
-
10' I'
-
0' 1 y2
13 '-T
12 '-4"
-
B' 1 yi
4
29'-2'
4
1'- "
1 2
4
-
3' 8'
9
-
2' i"
4 L"
2
4
Z
7
-
11' 10•
10 '-1•
-
0' lye'
4•-'
1 I
-
12' C
-
O' ly2'
4
-
30' 2'
4
lid -ell
-
1
-
3' 8'
4
-
2' Y
4'- "
2
4
AA
7
12'-4'
IB'-W
0'-145•
14•-T•
IT-0.
0'-lye'
4
II'-2.
4
12'-2'
4
3'-8'
4
2'-?
412"
4
BB
7
1T-P
II'-T
0'-11[I'
15'-7"
13'-ill'
B'-1N$'
A
32'-2"
4
13'-2'
4
3'-B'
4
2'-2•
4'-Y
4
CC
7
13'-IB•
12'-P
0'- y'4"
I6'-1'
14 4-
0113'4"
4
33'-Y
4
13'-8'
4
3'-B'
4
2'-2•
4'-Y
4
DD
7
14'-9'
12-I'
0'-{ '
1T-7•
15'-7
0'-INS'
S
31'-2"
5
14'-2'
S
A'-2'
S
?'-9•
514"
4
EE
7
14'-IV
12'-7
O'-IN(I'
IB'-1'
15'-S
W-IN'
5
35'-Y'
5
14'-B'
5
4'-2'
5
2'-9"
514"
4
STEM BAR SPACINGS
Will
WV2
WVI
WV47._6'-
V3
111
WXI
WH2
a
LENGTH
LENGTH
WING
0
P
0
T
U
V
W
X
Y
Z
SIZ
FROM
TO
VARY BY
FROM
TO
VARY BY
512E
FROM
TO
VARY BY
A
6
6'-0"
5
-
-
-
-
-
1
1'-3'
4
4'-11•
2'-91
0'-4y'
6'-10'
4'-8•
0'-q{5.
4
4'-Ili
2'-8'
0'-5%x
C
8
8'-0'
6
-
-
-
I
I'-D"
1
P-3"
4
5'-II•
3'-0"
0'-436•
7'-10•
4'-I I"
0'-43y
4
5'-II"
3'-2'
0'-5%"
E
ID
la '-0"
8
-
-
-
1
0'-9'
2
2'-6"
4
6'-II'
T-3-
0'-4V
8'-10'
5'-2'
0'-A%'
4
6'-II'
3' 3'
0'-5NP
F
II
11'-0"
9
-
-
-
1'-3"
2
2'-6"
4
7'-5•
3'-3'
0'-4yr'
9•-4
5'-2•
O'-4y7
4
7'-5"
3'-2'
0'-5%"
6
12
12'-0"
10
-
-
-
2
1'-911
2
2'-611
4
7'-1P
3'-6•
0'-4W'
9'-1Or
SIAS'
0'-4%'
4
7'-11'
3'-4-
0'-5/z"
H
13
13'-O"
10
12'-6"
-
-
-
-
I
P-0"
3
3'-9"
4
B'-5'
3'-6•
0'-4'/z"
10'-4'
5'-5'
0'-4y{
4
a15v
3'-e'
9
9'-0'
1l
13'-1.
6
A'-6"
-
-
2
I'-6"
3
3'-9"
4
6'-I I'
3' 7'
0'-43/e"
8'-9"
5'-6"
0'-4s/q"
9
8'-I I"
3'-10"
0'-S;/'
J
9
9'-0'
12
15'-0•
T
5'-3"
-
-
2
2'-0'
3
3'-9"
4
„-1"
7'-8•
0'-4yi'
8'-Il'
S' 7-
0'-4yi
4
9'-5-
31-9'
O'-5s/a"
K
10
10'-0"
13
16'-3"
7
5'-311
-
-
1
I'-3"
4
5'-N'
4
7'-pi
311 Ir
0--4%x
9'-6r
5'-10•'
0'-4%'
4
Ellis
3'-I I'
0'-5'/z"
L
10
10'-0"
14
17'-6"
B
6'-0'
-
-
2
I'-9"
4
5'-0'
4
1'-9'
4'-D"
0`4yz'
9-8"
5'-11"
0'-4y7
4
10` S'
3'-10"
01-5%"
M
II
11'-0"
14
17'-6"
B
61-01
-
-
2
2'-3"
4
V-0"
4
8'-4"
4'-3'
0'-4W'
10'-3•
W-2"
0'-4%'
4
10'-II'
W-5-
O'-5yt'
N
II
II'-0"
14
17'-6"
B
6'-0'
-
-
3
219"
4
5'-D"
5
8'-10'
4'-g•
0'-4%c
10'-9'
6'-8"
0'-4%'
A
II'-5"
4'-1 1'
0'-5'/z"
0
12
12`-Ox
15
18'-9'
B
6'-0'
-
-
2
2'-W
5
6'-3"
5
9'-3"
4'-9'
0'-4'/0
11'-3-
V-e"
0'-4y{
1
II' -I I'
4'-7B'
0'-54/A"
P
12
12'-0"
16
20'-8•
10
7'-6"
-
-
2
2'-6"
5
6'-3"
5
9'-3"
4'-10"
0'-4%"
1P-3-
6'-4"
0'-4%"
4
I2'-5"
5'-0'
0'-5'/x"
0
13
13'-0"
17
2l'-7'
10
7161.
-
-
3
3'-0•
5
6'-3"
5
9'-9'
4'-10"
0-4y7'
1 P-8'
6'-9"
0'-4'/=
4
12'-I I'
4'-11-
0'-5%'
R
10
10'-0"
IB
22'-fir
9
6'-9'
8
W-0"
3
T-fix
5
6'-3"
5
8'-9'
S'-I'
0'-4%11
10'-9'
7'-O"
0'-4%-
4
I3'-5"
5'-I'
0'-5'/i'
S
II
II'-0"
IS
22'-G'
9
e'-9"
8
4'-0"
3
2'-9•
6
7'-6"
5
91Y
S'-1'
0'-4yd'
11'-2-
7'-0"
0'-4y7
4
IS' -Ili
5'-9•
a,;%.
T
12
12'-0"
19
23'-9'
9
6'-9'
8
4'-0"
3
3'-3•
6
7'-6"
5
9,9'
5'-4'
O'-47/s1-
11•_9"
T-3'.
0'-4N74•
4
14'-5"
5'-7'
0'-5y2'
U
12
12'-0"
20
25'-0•
9
6'-9'
10
5'-0"
3
319'
6
7'-6"
5
9'-10'
5'-4'
0'-4y2"
11'-9'
7'-3•
0'-4yz•
4
14'-Il'
S'-6'
0'-5%"
V
I 0
0'- '
I 0'
2I
26 '-3'
I 3
9'-9"
I 0
5'- "
0
3
]'-0'
7
B'-9"
5
9'-7'
S'-7'
0 '-4 "
34
I I '-]'
i'-6"
0'-4 N4'
9
I 5 5
5'-8'
-
0' S' "
/z
W
II
II'-Cr
22
2 6
13
9'-9'
10
5' 0"
3
3' till
8'-9"
5
9�9'
S
0 I n
/:
II' 8'
6
0 /2
IS' II'
S
0�5 "
'its
K
II
11'-0"
22
27'-fir
13
9'-9"
12
6'-0•
4
4'-0•
7
8'-9"
5
10'-2'
6'-l'
0'-4%x
12'-I•
8'-0"
0'-4%'
4
I6'-W
6'-5r
015yx"
Y
10
10'-0"
23
28'-9'
17
12'-911
10
5'-0"
3
3'-3•
0
10'-0'
5
10'-l'
W-4•
0'-4yz'
12--0'
8'-3•
0'-4'/j
4
17'i"
W-7r
0'-5%x
Z
10
10'-0"
24
30'-O"
I7
12'-9"
12
6'-0•
3
317
8
IC'-0'
S
10'-4•
6'-7•
0'-43p"
12'-7•
B'-6"
0'-4%.
4
17'-II'
6'-9•
0'-5yz"
AA
II
II' 0"
25
31' 3'V711
12
6' 0'
3
8
10' W
5
10' 9'
6
0 /z
12' 8•
B' 6"
0 /2
IS1Y
6' 8'
0'-5 '
a/1'
88
12
12'-0"
26
32'-6'
12
6'-Or
4
4'-g•
8
10'-0•
6
1 P-7
6'-10•
0'-4%'
13'-4'
8'-ID"
0'-A%'
4
18'-11'
6'-10'
O'-5yz"
CIS
I7'-a'
26
32'-6'
12
6'-0'
4
4'-p
9
II'-7•
6
II'-9'
6'-10'
0'-Ayz"
li'-9'
8'-10"
0'-Ayj
-7'-2'
0'-5w.
00
12
12'-0"
27
33'-9-
16
8'-O"
4
W-6"
9
IP-3"
6
12--l'
1'-0'
0'-4%"
14'-1-
9'-7•
0'-4%.
4
20'5''10"0EE
12
12'-0"
28
35'-0'
IB
9'-0"
4
5'-0'
9
1 V-3'
6
12'-I"
7'-7'
0-4yx"
14'-I•
9'-7•
0'-41
1
20'-11'
T'i'
0'-5%'
FOR TYPICAL SECTION, NOTES AND OTHER DETALS, REFER TO STANDARD BCS-DT. I SCS-40
u
Z
¢
W'a
¢J�1
OIIAN./LF
HEADWALLS
SPAN
R6HT
W4I�
OJU
o
z 4_
¢uJ1J
OWF J
A, 5,
6
XWI
wu
JJ¢<
LZ
za
-
U, C
3m
JOJ
Z0 W
6
i
Ia�_
JwCw
?U`
0V
u F
3m
lV�1OyJ
F2
O0
<
•
3
13JW
S J
J!
Z
L
3
3
16.104
0. 400
55. 206
5'-lCy
6
51-6"
1.038
33.044
1.042
33.044
A
3
4
17.596
0. 449
51.804
5'-10'
6
5'-6"
1.131
33.044
1.134
33.044
C
4
3
19.524
0.490
61.854
6110'
6
W-6"
1.161
39.052
1.169
39.052
8
4
4
20.936
0.530
65673
6'-10'
6
6'-6"
1.235
39.052
1.242
39.052
C
A
5
22.348
0. 579
T7.399
6'-10'
6
6'-6"
1.328
1 39.052
1 1.335
39.052
E
4
6
23.760
a 636
Sam
611 a,
6
6'-6"
IA40
39.052
1.447
39.052
H
5
3
22.864
B. 643
81.426
7'-10•
6
T'-6"
1.259
45.060
1.269
45.G60
B
5
4
5
5
25.688
a750
95.374
T-10"
6
7'-6"
1.444
45.060
I455
45.060
F
5
7
26.512
0.818
123.095
7'-10•
6
7'-6"
1.630
45.060
1.640
45.060
J
6
1 4
27,616
0.819
112.541
8'-10'
6
81-6"
1.437
51.068
1.451
51.D68
D
6
5
29.028
0. 860
118 353
8'-10"
6
B'-6"
1.530
51,068
1.544
51.068
1 F
6
6
30.440
0.916
129.740
B'-10•
6
81-6"
1.623
51.068
1.636
51.068
H
6
7
31.852
0. 965
14t.III
B'-10'
6
8'-6"
1.715
51.068
1.729
51.068
J
6
8
33.264
1.045
1% 235
8'-IC•
6
8'i"
1.808
51.068
1.822
51.D68
L
1
4
30.956
0. 987
143.621
9'-1a-
6
91-6"
1.512
57.076
1.529
57.016
D
7
6
33.780
1.094
161. BD7
9'- 10'
6
9'-6"
1.698
57.076
I.T 15
5T.076
H
7
8
36,604
1. 101
111
4'-IV
6
91411
1,603
57,076
1.990
57,076
L
7
10
39.428
1.453
266 363
9'-10'
6
91-6"
2.032
57.076
2.049
57.076
P
8
4
34.296
1.206
159.065
10'-10'
6
10'-6"
L590
63.084
1.611
63.084
E
8
6
37.120
1.318
17L 663
10'-10,
6
10'-6"
1.773
63.064
1 I.T94
63.084
1
8
8
39.944
1.412
236 248
ID' -ID•
6
10'-6"
1.959
63.084
1.979
1 63.004
M
8
10
1 42.768
1.690
29&216
10'-10"
6
10'-6"
2.107
63.084
2.127
63.084
0
9
4
37.636
1.421
186. 129
11'-10'
6
11'-6•
1.642
69.092
1.666
69.092
E
9
6
40.460
1.519
197.639
11'-10'
6
11'-6'
1.828
69.092
1.851
69.092
1
9
8
43,284
1.615
230. 749
IP-10'
16
II'-6'
2.013
69.092
2.037
69.092
M
9
10
46.108
1.851
336 193
11'-10•
6
11'-fill
2.162
69.092
2.185
69.092
0
9
12
48.932
2.201
425.353
II'-10'
6
11'-6'
2.202
69.092
2.224
69,092
U
10
4
40.9 %
1.621
231,746
12'-1 D'
6
12'-6•
1.691
15,100
1.718
75.100
E
10
6
43.800
1.736
244.494
12'-10-
6
12'-6•
1.872
15.100
1.899
75.100
1
10
8
46.624
1.84E
296 T23
12'-10'
6
12'-6"
2.054
75.100
2.081
75.100
M
10
1 10
49.44E
2.081
395 781
12-10'
6
12'-6'
2.194
75.100
1 2.221
75.100
0
10
12
52.272
2.461
46&231
12'-1 IT
6
12'-6'
2.236
75.100
2.262
75.100
U
12
6
50.480
2.22?
324.329
14'-10'
6
14'-6"
1.953
67.116
1.987
87.116
J
IZ
8
53.304
2. 323
35651
14'-10'
6
14'-6ll
2.138
87.116
2.112
8T.116
N
12
10
56.128
2. 523
431. 964
14'-10'
6
I4'-6'
2.287
87.116
2.320
BT.116
R
12
12
58.952
2.942
53A 328
14'-10'
6
I4'-6'
2.327
87.116
2.359
87.116
V
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE
SINGLE BOX CULVERTS
30 TO 40 FT. FILLS
VIRGINIA DEPARTMENT OF TRANSPORTATION
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 2 OF 2
07/11 IOD2.0
WFI
WF2
WF3
WING
SIZE]o
LENGTH
Eo
SIZE
a
FROM TO VARY BY
LENGTH
FROM TO VARY BY
Eo
SIZE
a
LENGTH
FROM
TO
VARY BY
FROM
TO
VARY BY
A
4
6'= '
7'-9-
2
4
1'-2•
B'-2'
-
2'-6•
9•-6'
-
2
4
7-5•
2'-6'
B'-INi'
4'-9'
3'-11'
0'-37A'
_
_
q
0'-5'
_
9' 9'
2
4
_
1' 8'
_
10' B•
_
_
3' 0'
_
12' 0"
_
2
4
3'-5'
_
2' 6'
=
0' 1
4'-9'
_
3' 11'
0'-1�'
3
E
A
10'-5'
11'-9'
2
4
4'-11"
4 =11'
-
6'-3'
6'-3'
-
2
4
T-II'
2'-G'
0'-13§'
5'-3'
T_11'
0'-:i$'
F
4
11•-5•
12'-9•
2
4
5'-5-
5•-5'
-
6'-9•
6'-9•
-
2
4
3'-11'
2•-6•
0'-Iy2'
5'-T
3'-11•
0'-lyz'
G
4
12'-5'
I7'-9'
2
4
T_ 6
_
7' 6'
_
B'-11'
B'-ll'
_
2
4
4Y_ ,
5
_
2' 6'
B'-1y'
A
_
S' 9
3'-ll'
_y
0' i '
A
H
4
3'_
1 5
I q�_g•
2
q
_
8' T
8'-2'
_
q._ 6
_
9' 6'
_
2
q
4'-5'
_
2' 6'
B'-1
S'-9
_
3' 11'
_
0' 1 '
NL
I
1 5
IS 9'
2
.1
J' Till
6'-0'
11' J'
S' 3'
6' O'
2
0
2' 6'
0' 2'
S' 9'
3'-10'
0' 2'
15'-5'
Ile' 9'
2
10
2
6 %
II' ll'
5
6 #
2
3'-11'
2' fi'
0' I %
S' 7
3' 10'
0 1 %
x
4
16'-5'
7'_ r
I 9
2
q
_
12' 2'
_
6' 6'
_
5' 8'
_
13' 6'
T_ 10'
y_g•
2
q
q._ 7
_
2' 6'
_tr
0' 2A
_
5' 8'
_
3' I]'
_Ir
0' 2/.
L
1 -5
IB 9
2
12'-II
6'-II
61-0
1 7
8' 3
2
4'-7
2
8' 2'
S
3' II
e1-2'
M
4
18'-5-
19'-9'
2
4
14'-4-
T-5-
5'-5ya'
15'-8-
4•-l0"
5'-5yl'
2
4
4'-7•
2'-7-
W-2%'
S'-Ill
T-II'
0'-2ye'
N
4
-
18' S'
19'-9'
2
4
14'-4•
3'-5'
S 5 r /e
-
IS' 0'
4'-1 0"
5 -5 '
2
4
4'_T
2 _7.
0'-2
S'-11"
_
3' II'
_
0' 2 '
0
19'-5'
20'-9'
2
I5'-8'
5'-8'
5'-0'
1 -8'
0'
0.
S' 0'
2
5'-0'
2'-7'
0'-234'
16
6'-1'
3'-II'
0'-23§'
36
P
4
20--5-
21'-9•
2
4
19•-l"
T-4-
5'-3•
20'-5'
a•-8'
5'-7
2
4
5-3•
3'-0-
0'-2V
6'-B'
4'-4•
0'-2V
0
4
21'-5'
22'-9'
2
a
28'-0'
3'-6'
5'-6'
21'-5'
4•-11'
5'-6'
2
4
5•-4r
3'-0'
0'-2S¢'
6'-8'
4'-4•
0'-eye'
R
4
22'-5"
23'-9'
2
4
21'-I"
-
5' 9'
5'-1j'
22'-6'
7'-Y
5'-llq'
2
q
-
4' II'
3'-0'
0'-2yz'
6'-9'
4 '-4'
-
0' 2y2'
S
4
23'-5-
24--9'
2
4
22'-2'
3'-0'
4'-9y2'
23'-7-
4 -4'
4'-9y2'
2
4
5'-4•
3'-0-
0'-2V
6'-8'
4'-4•
0'-2V
T
4
24'-5"
25'-9'
2
4
23'-2'
Y-2'
5'-0'
2v-6'
P-6'
5'-0•
2
4
5'-4
3'-0'
u
4
-
25' S°
26'-9'
2
4
4'_ .
2 2
_
5' 3'
_
4' 8 Ns
25'J'
_
6' 8'
4._g r
?
2
q
5'-fill
_
T 8'
_
9' 2
6'-il"
4._4.8'-2V
V
4
26'-5"
7'- '
2 9
I
4
-
Z5' 3'
2 '-9'
4' -6'
-
26' B'
4'- '
2
4'-6'
2
1
5'-2•
3'-B'
3A
0'-2 '
�'
6 '-T
4'-4•
0'-2 '
N4
W
2 5
2B' 9'
2
26
P 9'
1' 3 34
2 B
6' 2'
) '
3f
2
5'-fir
3' 8'
0' 2 3'a
6'-11"
0' 2 Ye
X
4
28'-S
30'-3'
2
5
2G'-0'
5'-3'
4'-13{'
27'-9'
T-I'
4'-135"
2
5
6'-2-
3'-6'
0'-3'
8'-W
5'-4'
W-7
Y
4
29•-S
31'-9'
2
5
29•-I•
5•1-
4--B'
31'-4•
4'-8'
4'-W
2
5
6•-6•
4'-8'
0'-3•
e'-10'
6•-4-
0•-7
2
a
30'-5'
]P-9'
2
5
30'-1'
2'-il'
3'-IB '
k
32'-5'
5'-3'
3'-1B h
2
5
6 '-T
q'-0'
•_ 1 .
0 3 b
-
8' 11"
6'-P
0'-3 x
16
AA
A
31'-0'
73'-9'
2
5
31'-1'
I'-9'
3 9 5
33'-0'
]'-0'
3'-9 '
K
2
5
6'-It'
4'-0'
0'-3 y2
9'-7
6'-1•
0'-3 y2
BB
1
32'-S
74'-9'
2
5
32'-1•
4'-4'
3'-5 '
Ni
3A'-5'
6'-]'
3'-5
2
5
T-5'
P-0'
0'-3 '
k
9'-9
6'-4'
0'-3 ,
S5
CC
A
37-5
75'-a'
2
5
33'-1•
2'-6'
3'-A%'
35•i'
4•-1ir
1'-qNi'
2
5
7'-10'
4'-e'
e'-3y4•
1I 2'
6'-A'
0'-3W
DO
5
34'-5'
37'-8'
2
5
32--ll'
0-11'
7-6'
36'-3'
8'-3'
3'-6-
2
5
7'-10V
4•-6'
0'-]y2"
IV-7'
7'-I0'
OC3'/i
EE
5
35'-5'
30'-8'
2
5
33'-11'
3'-1'
3' a'
37'-3'
6'-5'
3'-516'
2
5
8'-0'
4'-6'
0'-3y2'
II'-4"
7'-10'
8'-3W
2016 ROAD & BRIDGE STANDARDS
SCOTT/R. CD'LUNS7
Lic. No. 035791,a
P 1/6/21
OI�LSI ojl
Z
O
J
d
Z
Ln
DO
O
O
in
Z
O
LIT
J
Q
u
Ul
H_
Z
W
Z
Z
W
E
f
O
U
N
Q
W
t1
0
W
W
O C, C, N H
N N N CD N
W C:) C:) C:) CD
O
Q M N
0 ,--I N N
tn
Iw
Ln
z
J
J
V
z
J
0
O
I�
,--i
W J
Q
\ LJ
O Q
\ LL1
U)
� X
U O
Om
W
J
`2
i
O
O
coW
LU
J
.~-,
FF
W
UU
JOB NO.
182150
SCALE
NONE
SHEET NO.
31