HomeMy WebLinkAboutSUB202200133 Plan - Revision 2023-03-14SITE DATA:
TAX MAP PARCEL: 055EO-01-26-00000 - 5.211 ACRES
055EO-01-6A-00000 - 0.284 ACRES (BLOCK 6)
055E0-01-6B-00000 - 4.055 ACRES (BLOCK 6)
MARCH MOUNTAIN PROPERTIES LLC
TOTAL PARCEL AREAS: 9.55 ACRES
LIMITS OF DISTURBANCE: 9.69 ACRES
ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) IN ACCORDANCE WITH ZMA2015-00001
OVERLAY DISTRICT: ENTRANCE CORRIDOR OVERLAY
MAGISTERIAL DISTRICT: WHITE HALL
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP
28 IMPERIAL DRIVE
STAUNTON, VA 24401
TELEPHONE: 540-885-0920
CONTACT:JOE MEDLEY
JOE.MEDLEY@TIMMONS.COM
SURVEY CONDUCTED: JUNE 23,2022
DATUM: HORIZONTAL: NAD83 (NA2011) VIRGINIA STATE GRID SOUTH
VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS
REQUIRED BUILDING SETBACKS (BLOCK 26):
FRONT: 5 FT MINIMUM/25 FT MAXIMUM
SIDE: 5 FT MINIMUM
REAR: 5 FT MINIMUM
MAXIMUM BUILDING HEIGHT:
EXISTING USE:
PROPOSED USE:
GROSS RESIDENTIAL DENSITY:
PROPOSED OPEN SPACE:
MAXIMUM IMPERVIOUS COVER:
WETLAND IMPACTS:
UTILITIES:
PARKING REQUIRED:
TOTAL PARKING PROVIDED:
SPECIAL FLOOD HAZARD AREA INFORMATION:
SPECIAL FLOOD HAZARD AREA (FLOODPLAIN)
YES [ ] NO [ X ]
SIDE:
TOWNHOUSES- 4.0 STORIES OR 60 FT
VACANT RESIDENTIAL LAND
RESIDENTIAL DEVELOPMENT FOR TOWNHOUSES
44 UNITS (4 AFFORDABLE) LOTS 15, 18, 23, AND 25.
NOTE: UNITS ARE SUBJECT TO CHANGE UPON APPLYING FOR
BUILDING PERMITS AND NOTIFYING COUNTY.
44 UNITS/5.21 ACRES = 8.45 DU/AC
1.07 ACRES/5.21 ACRES = 20.5%
3.23 ACRES
NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT
ACSA PUBLIC WATER AND SEWER
2 SPACES PER TOWNHOUSE UNITS (44 UNITS)
1 GUEST SPACE PER 4 TOWNHOUSE UNITS (44 UNITS
99 PARKING SPACES REQUIRED
2 GARAGE SPACES PER TOWNHOUSE (40 UNITS)
1 GARAGE SPACE PER TOWNHOUSE (4 UNITS)
2 DRIVEWAY SPACES PER TOWNHOUSE (40 UNITS)
1 DRIVEWAY SPACE PER TOWNHOUSE (4 UNITS)
15 ON -STREET PARKING PROVIDED ALONG ROAD A
26 ON -STREET PARKING PROVIDED ALONG ORION LANE
209 TOTAL PARKING SPACES PROVIDED
1. THE SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
2. THE SITE IS LOCATED WITHIN THE SOUTH FORK RIVANNA RESERVOIR WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR.
3. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY.
4. THIS SITE WILL BE DEVELOPED IN A SINGLE PHASE.
OLD TRAIL BLOCK 26
ROAD &UTILITY PLAN
SUB 202200013
COUNTY OF ALBEMARLE, VIRGINIA
03/08/2023
r
(
�Tn?
<rf "a
/L
o �''ttrtJeSt
,�fi
�Cr
ftk
Br(bk
V
it.
�aY
Lo:uit Ln
!�
ty tl,
catr;a�
a
�qc)�5b' .r.e`v .�Q'
�
Reek Gate Pa-kvicw T,
SITE
d
LOCATION
¢ aak 9r
0
1
OL
V�
u
3 �d 1:
c
Oryr t. p
�ti Y+
o
(�
ram
,
CaiT/ on
01
Dr
J�1b�
r
�-y1\67 P
^
HrPn!h v.1aLc aaw Di
G \
��,o�vn
The Meadows
r
0
-C16e
.w,c4
Brownwille
VICINITY MAP
1=1000'
DEVELOPER:
MARCH MOUNTAIN PROPERTIES LLC
1005 HEATHERCROFT CIRCLE SUITE 100
CROZET, VA 22932
CONTACT: DAVE BROCKMAN
TELEPHONE: (702) 985-9088
EMAIL: DAVE@OLDTRAILVILLAGE.COM
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE. SUITE 200
CHARLOTTESVILLE, VA 22903
CONTACT: JEREMY FOX, PE
TELEPHONE: (540) 885-0920
EMAIL: JEREMY. FOX@TIMMONS.COM
Sheet List Table
Sheet Number
Sheet Title
CO.0
COVER
CO.1
PROFFERS
C1.0
NOTES AND DETAILS
C1.1
NOTES AND DETAILS
C1.2
NOTES AND DETAILS
C1.3
NOTES AND DETAILS
C2.0
EXISTING CONDITIONS & DEMOLITION PLAN
C4.0
LAYOUT PLAN
C4.1
UTILITY PLAN
C4.2
LOT & EASEMENT PLAN
C5.0
GRADING & DRAINAGE PLAN
C5.1
STORM INLET DRAINAGE MAP
C6.0
STORM SEWER PROFILES
C6.1
SANITARY SEWER PROFILES
C6.2
WATERLINE PROFILES
C6.3
ROAD PROFILES
C6.4
SIGHT DISTANCE PROFILES
C6.5
SIGHT DISTANCE PROFILES
C6.6
SIGHT DISTANCE PROFILES
C6.7
SIGHT DISTANCE PROFILES
C7.0
STORMWATER CALCULATIONS
MASTER SWM GOMPHANGE MAP
L1.0
LANDSCAPE PLAN
L1.1
LANDSCAPE DETAILS
NUMBER OF SHEETS = 28
SIGNATURE PANEL:
DEPARTMENT OF COMMUNITY DEVELOPMENT:
PLANNING & ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
APPROVAL
DATE
0
Y•IEMd
Lic. No. 60786
03/ 08/ 2023 w�i
H-
Z
Z W
O �
ti
~a O
U
K
U
W z
p
O
Z U
O
U w
> a
p
w w
Y Ln
>
w
K
DATE
0810112022
DRAWN BY
J. FOX
DESIGNED BY
R.van Niekerk
CHECKED BY
J. FOX
SCALE
N.A.
N
Ui
Q
>
0w
J
J
LU
w
11J
JJ
m
LL
>
O
1- 4
w
O
U
LL
O
U
0
J
Lwl
J
IOB NO.
V✓J.V
SHEET NO.
CO.0
L
PROFFER STATEMENT
OLD TRAIL VILLAGE
Date; January 13, 2016
ZMA #: 7MA 201540001 Old Trail Village Amendment #3
Tax Map Parcel Numbers: 055E041.40-000A1 (excluding those portions that lie outside the zoning
boundary for ZMA 2004-0241055EO-01.00-00OA2, 055EO-01-00-00OA3, 055Et1-01-00-00OA4, 055EO-
01-00-000A5, 055BO-01-3A-00100, 055130012701000, 055EO012701100, 055E0012701200,
055E0012701300, 055E0012701400, 055E0012701500, 055E0012701600, 055E0012701700,
05SED0I2701800, 055E0012701900, 055E0012702000, 055E0012702100, 055E0012702200,
OSSE0012702300, 055EOO12702400 and 055E0012702500.
The Owner of die parcels identified herein above (the "Property"7 is March Mountain Properties, L.L.C., a
Virginia limited liability company (the "Owner"), This Proffer Statement shall relate to the Cade of
Development for Old Trail Village approved as part of ZMA 2004-024, as amended by ZMA 2008-05, as
further amended by ZMA 2014-00004, and as further amended by ZMA 2015-00001, as such Code of
Development may be amended from time to time in the future in accordance with the Albemarle County
Zoning Ordinance (the "Code of Development"), and to the Application Plan prepared by Timmons Group
entitled "Old Trail Village, Rezoning ZMA 04-024 General Development Plan," last revised by Roudabusb,
Gale & Associates with a latest revision date of January 14, 2016, and including any previously approved
amendments thereto (the "Application Plan'").
The Owner hereby voluntarily proffers that if the Albemarle County Board of Supervisors acts to
rezone the Property as requested, the Ownershall develop the Property in accord with the following proffers
pursuant to Section 15.2-2303 of the Code of Virginia, 1950, as amended, and pursuant to Section 333 of
the Albemarle County Zoning Ordinance, These conditions are voluntarily proffered as part of the
requested rezoning, and the Owner acknowledges that (1) the rezoning itself gives rise to the need for the
conditions; and (2) such conditions have a reasonable relation to the rezoning requested. This proffer
statement shall supersede and replace in all respects the proffer statements approved by the Board of
Supervisors in connection with ZMA 2004-024, ZMA 2008-05, and ZMA 2014-00004. If rezoning
application ZMA 2015-00001 is denied, these proffers shall immediately be null and void and of no further
force and effect.
1. Green Space; Park Land and Gre=gy Dedication. The Owner shall devote a minimum of
twenty percent (20%) of the land within the Property to green space as shown on sheet 5 of 9 of the General
Development Plan. Of this green space land, within live (5) years after the date that ZMA 2004-024 is
approved by the County, or within thirty (30) days after the request of the County, whichever is sooner, the
Owner shall dedicate to the County for public use for parks and open space resources and for a greenway,
a 25-acre park, a 10.8-acre greenway area, and a 6.7-acre greenway area, each as further shown on sheet 5
of 9 of the General Development Plan (collectively, the "Park and Greenway Area"). After it is dedicated
to public use, the Park and Greenway Area shall continue to be included in the total area of green space and
amenities within the Property. At the time of the conveyance and dedication, the Park and Greenway Area
land will be subject to the Architectural and Landscape Standards for Old Trail Village, as provided in the
Code of Development. The remaining green space land within the Property that will not be dedicated to
the County for public use shall be maintained by the Old 'Trail Owner's Association. The dedication of the
Park and Greenway Area land shall be a fee simple interest in such land. If the Park and Greenway Area
land is not dedicated as part of a site plan or subdivision plat, the Owner shall pay the costs of surveying
the land and preparing the deed of dedication. The Owner shall construct the trail through the 6.7-acre
Greenway Area, as shown on sheet 5 of 9 of the General Development Plan, within six (6) months after the
approval by the County of the first subdivision plat or site plan applicable to any portion of block 30 or 31.
1
required to fund the Park Master Plan that is retained by the County as provided herein, shall be refunded
to the Owner as provided in paragraph 5 if such Ponds are not expended within the time provided therein.
THE REQUIREMENTS OF THIS PARAGRAPH FOUR HAVE BEEN SATISFIED.
5. Cash Proffer for Park Proiects. For each dwelling unit constructed on the Property that is not
an Affordable Unit, the Owner shall contribute cash to Albemarle County for funding parks and
recreation projects and improvements identified on the County's Capital Improvements Program within
the Park and Greenway Area in general accord with the Park Master Plan as available funding allows, as
foilows: one thousand dollars $1,000.00) for each single family detached unit, five hundred dollars
($500,00) for each townhouse unit, and two hundred fifty dollars ($250.00) for each multifamily unit.
Notwithstanding the terms of this paragraph 5 to the contrary, however, the Owner shall receive a "credit"
against the first fifty thousand dollars ($50,000.00) that would otherwise be owed to the County pursuant
to this paragraph 5, in recognition of the cash proffer referenced in paragraph 4. In the event the cash
proffer referenced in paragraph 4 is not sufficient to fund the Park Master Plan, the County may apply a
portion of the cash proffer described in this paragraph 5 as required to fully fund the Park Master Plan. If
the County determines it to be a more reasonable use of funds, the County may substitute facilities shown
on the Park Master Plan or locate facilities shown on the Park Master Plan elsewhere in the Community
of Crozet. The cash contribution for each dwelling unit shall be paid at the time of the issuance of die
building permit for such dwelling unit, unless the timing of the payment is otherwise specified by state
law, If the cash contribution has not been exhausted by the County for the stated purpose within ten (10)
years from the date of the issuance of the last residential building permit within the Property, all
unexpended funds shall be refunded to the Owner.
6. Phasing of Retail Development, Prior to the issuance of a building permit for the five hundredth
(50011) dwelling unit within the Property, the aggregate retail space within the Property shall not exceed
forty-eight thousand (48,000) square feet. Prior to the issuance of a building permit for the one
thousandth (1,001P) dwelling unit within the Property, the aggregate retail space within the Property shall
not exceed ninety-six thousand J96,000) square feet. Prior to the issuance of a building permit for the one
thousand five hundredth (1,500 ) dwelling unit within the Property, the aggregate retail space within the
Property
p y shall
a 1 not exceed one hundred forty-four thousand (144,000) square feet. Prior to the issuance of
a building permit for the two thousandth (2,000"') dwelling unit with the Property, time aggregate retail
space within the Property shall not exceed one hundred ninety-two thousand (192,000) square feet. Retail
space shall not include office space or any health and fitness facility.
7. Overlot Grading Plan. The Owner shall submit an overlot grading plan meeting the
requirements of this section (hereinafter, the "Plan"j with the application for each subdivision of the
single family detached and single family attached dwelling units shown on the General Development
Plan, The Plan shall show existing and proposed topographic features to be considered in the
development of the proposed subdivision. The Plan shall be approved by the County Engineer prior to
final approval of the subdivision plat. The subdivision shall be graded as shown on the approved Plan.
No certificate of occupancy shall be issued t1or any dwelling on a lot where the County Engineer has
determined the lot is not graded consistent with the approved grading Plan. The Plan shall satisfy the
following:
A. The Plan shall show all proposed streets, building sites, surface drainage, driveways, trails and
other features the County Engineer determines are needed to verify that the Plan satisfies the requirements
of this paragraph 7.
B. The plan shall be drawn to a scale not greater than one (1) inch equals fifty (50) feet
4
site plan applicable to any portion of block 30 or 31, The trail shall be constructed to the County
standards for a Class A trail, with a surface of compacted atone dust.
2, Affordable Housing. The Owner shall provide affordable housing units equal to fifteen percent
(15%) of the total residential units constructed on the Property, in the form of for -sal® units, foe -rent units,
"accessory units" (as defined in paragraph 2(C)(3) herein), and "carriage units" (as defined in paragraph
2(C)(3) herein) and subject to the terms herein ("Affordable Units"). The Affordable Units shall be
reasonably interspersed throughout the Property as provided in this paragraph 2, subject to the
requirements of the Application Plan and the Code of Development. If the Owner elects at its option to,
provide for -sale single family detached Affordable Units, such units shall be applied toward the 15%
requirement. Each subdivision plat and site plan for land within the Property shall designate the lots or
units, as applicable, that will, subject to the terms and conditions of this proffer, incorporate Affordable
Units as described herein, and the aggregate number of such lots or units designated for Affordable Units
within each subdivision plat and site plan shall constitute a minimum of fifteen percent (15%) of the lots
in such subdivision plat or site plan. Notwithstanding the foregoing, however, the Owner may "carry-
over" or "bank" credits for Affordable Units in the event an individual subdivision plat or site plan
designates Affordable Units that in the aggregato exceed the fifteen percent (15%) minimum for such
subdivision plat or site plan, and such additional Affordable Units may be allDeated toward the fifteen
Percent (15%) minimum on any future subdivision plat or site plan, provided however, that the maximum
number of Affordable Units that may be carried over or banked shall not exceed fifteen percent (15%) of
the total units on any subdivision plat or site plan.
The Owner shall convey the responsibility of constructing the Affordable Units to the subsequent
owners of lots within the Property and such subsequent owner/builder shall succeed to the duties of the
Owner under this paragraph 3A, and the term "Owner" shall refer to such subsequent owner/builder.
Such subsequent owner/builder shall create Affordable Units affordable to households with incomes less
than eighty percent (80°%) of the area median income such that housing costs consisting of principal,
interest, real estate taxes and homeowners insurance (PITI) do not exceed thirty percent (30%) of the
gross household income.
A. Fur -Sale Affordable Units. All purchases of the for -sale Affordable Units shall be approved
by the Albemarle County Housing Office or its designee, The subsequent ownertbuilder shall provide the
County or its designee a period of ninety (90) days to identify and prequalify an eligible purchaser for the
Affordable Units. The ninety (90)-day period shall commence upon written notice from the then -current
owner/builder that the Affordable Unit(s) will be available for sale. If the County or its designee does not
provide a qualified purchase during this ninety (90)-day period, the then -current owner/builder shall have
the right to sell the Affordable Unit(s) without any restriction on sales price or income of the purchaser(s),
and such Affordable Unit(s) shall be counted toward the satisfaction of this paragraph 2. This
requirement shall apply only to the first sale of each of the for -sale Affordable Units.
B. For -Rent Affordable Units,
(1). Rental Rates. The initial not rent for each for -rent Affordable Unit shall not exceed
the then -current and applicable maximum net rent rate approved by the County Housing Office, In each
subsequent calendar year, the monthly net rent for each for -rent Affordable Unit may be increased up to
three percent (3%). For purpose of this proffer statement, the term "net rcut" means that the rent does not
include tenant -paid utilities. The requirement that the rents for such for -rent Affordable Units may not
exceed the maximum rent established in this paragraph 2B shall apply for a period of Live (5) years
following the date the certificate of occupancy is issued by the County for each for -rent Affordable Unit,
or until the units are sold as low or moderate cost units qualifying as such under either the Virginia
6
C. All proposed grading shall be shown with contour intervals not greater than two (2) feet. All
concentrated surface drainage over lots shall be clearly shown with the proposed grading. All proposed
grading shall be shown to assure that surface drainage can provide adequate relief from flooding of
dwellings in the event a storm sewer fails.
D. Graded slopes on lots proposed to be planted with turf grasses (lawns) shall not exceed a
gradient of three (3) feet of horizontal distance for each one (1) foot of vertical rise or fall (3: 1). Steam
slopes shall be vegetated with low maintenance vegetation as determined to be appropriate by the
County's program authority in its approval of an erosion and sediment control Plan for the land disturbing
activity. These steeper slopes shall not exceed a gradient of two (2) feet of horizontal distance for each
one (1) foot of vertical rise or fall (2:1), -artless the County Engineer rinds that the grading
recommendations for steeper slopes have adequately addressed the impacts.
E. Surface drainage may flow across up to three (3) lots before being collected in a storm sewer
or directed to a drainage way outside of the lots.
P. No surface drainage across a residential lot shall have more than one-half (1/2) acre of land
draining to it,
G. All drainage from streets shall be carried across lots in a storm sewer to a point beyond the
roar of the building site.
H. INTENTIONALLY OMITTED,
I. The Plan shall demonstrate that an area at least ten (10) feet in width, or to the lot line if it is
less than (10) feet, from the portion of the structure facing the street, has grades no steeper than ten (10)
percent adjacent to possible entrances to dwellings that will not be served by a stairway. This graded area
also shall extend from the entrances to the driveways or walkways connecting the dwelling to the street.
J, An requirement of th
is
s condition may be waived b
Y q Y y the County Engineer by submitting a
waiver request with the preliminary plat. If such a request is made, it shall include: (i) a justification for
the request contained in a certified engineer's report; (ii) a vicinity map showing a larger street network at
a scale no smaller than one (1) inch equals six hundred (600) feet; (ill) a conceptual plan at a scale no
smaller than one (1) inch equals two hundred (200) feet showing surveyed boundaries of the property; (iv)
topography of the property at five (5) foot intervals for the property being subdivided and on abutting
lands to a distance of five hundred (500) feet from the boundary line or a lesser distance determined to be,
sufficient by the agent; (v) the locations of streams, stream buffers, steep slopes, floodplains, known
wetlands; and (vi) the proposed layout of streets and lots, unit types, uses, and location of parking, as
applicable. In reviewing a waiver request, the County Engineer shall consider whether the alternative
proposed by the Owner satisfies the purpose of the requirement to be waived to at least an equivalent
degree. In approving a waiver, the County Engineer shall find that requiring compliance with the
requirement of this condition would not forward the purposes of the County's Subdivision and Water
Protection Ordinances or otherwise serve the public interest; and granting the waiver would not be
detrimental to the public health, safety or welfare, to the orderly development of the Project, and to the
land adjacent thereto,
K. The Owner may request that the Plan be amended at any time, All amendments shall be
subject to the review and approval by the County Engineer.
L. In the event that the County adopts overlot grading regulations after the date ZMA 2004-
024 is approved, any requirement of those regulations that is less restrictive than any requirement of this
5
Housing Development Authority, Farmers Home Administration, or Housing and Urban Development,
Section 8, whichever comes fast (the "Affordable Term").
(2). Conveyance of Interest, All deeds conveying any interest in the for -rent
Affordable Units during the Affordable Term shall contain language reciting that such unit is subject to
the terms of this paragraph 2. In addition, all contracts pertaining to a conveyance of any for -rent
Affordable 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 2B. At least thirty (30) days prior
to the conveyance of any interest in any for -rent Affordable 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 2B(2) have
been satisfied,
(3). Reporting Rental Rates, During the Affordable Teim, within thirty (30) days of
each rental or lease term for each for -rent Affordable Unit, the then -current owner shall provide to the
Albemarle County Housing Office a copy of the rental or lease agreement for each such Affordable Unit
rented that shows the rental rate for such Affordable Unit and the term of the rental or lease agreement.
In addition, during the A ffurdahle 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. Mixture of Types of Affordable Knits. No more than fifty percent (50%) of the Affordable
Units may be accessory units and/or carriage units. I•'or purposes of this proffer statement, "accessory
units shall mean Accessory Apartments as defined in the Albemarle County Code, Chapter 18, Section
3.1, and as regulated by the Albemarle County Code, Chapter 18, Section 5,134, and a unit within a two-
family dwelling as a two-family dwelling is defined in the Virginia Uniform Statewide Building Code,
For the purposes of this proffer statement, "carriage units" shall mean any separate, indepandent,
accessory dwelling unit detached from, but located on the same parcel as the structure of and clearly
subordinate to a single family detached dwelling, as distinguished from a duplex or other two-family
dwelling.
3. Cash Proffer for School Proiects. For each dwelling unit constructed on the Property that is not
an Affordable Unit, the Owner shall contribute cash to Albemarle County for funding school projects
within the Community of Crozet and shown on the County's Capital Improvements Program, as follows:
one thousand dollars ($1,000.00) for each single family detached unit, five hundred dollars ($500.00) for
each townhouse unit, and two hundred fifty dollars ($250.00) for each multifamily unit. The cash
contribution for each dwelling unit shall be paid at the time of the issuance of the building permit for such
dwelling unit, unless the timing of the payment is otherwise specified by state taw, If the cash
contribution has not been exhausted by the County for the stated purposes within ten (10) years from the
date of the issuance of the last residential building permit within the Property, all unexpended funds shall
be refunded to the Owner.
4. Cash Proffer for Park Master Plan, Within one (1) year after the date that ZMA 2004-024 is
approved, or within thirty (30) days after the request by the County, whichever is sooner, the Owner shall
make a cash contribution to the County in the amount of fifty thousand dollars ($50,000.00) for the
purpose of funding a master plan for the 25-acre park land shown on sheet 5 of 9 of the General
Development Plan (the "Park Master Plan"). If the Park Master Plan is completed for less than fifty
thousand dollars ($50,000.00), any remaining finds may be retained by the County and used to fiend
parks and recreation projects and improvements as described in paragraph 5. If such case contribution is
not expended for the Park Master Plan within two (2) years from the date of the contribution, all
unexpended funds shall be refunded to the Owner; provided that any portion of the cash contribution note
3
paragraph 7 shall supersede the corresponding requirement of this paragraph, subject to the approval of
the Director of the Department of Community Development,
8. Construction of School Connecfiona, The Owner shall construct the pathway connections to the
schools, shown as "Pathway Connection to Schools," and "Road and Sidewalk Connection to Schools" on
sheet 5 of 9 of the General Development Plan, within six (6) months after the approval by the County of
the first subdivision plat or site plan applicable to any portion of a block that either includes or is adjacent
to any such connection.
WITNESS the following signature;
2075485_I.dom
MARCH MOUNTAIN PROPERTIES, L.L.C.
By; {
Printed Name: z l
Title: _ is (,! a.
I
i
I
LT(1 Oy,
G
JEREMY L. FOX y
Lie. No. 60786
03/ 08/ 2023,
� `vIONAt. ��ti
E
0
N U
> E
W a E
W
� o
L
n
�CL'a
a j U EO
J — y5
5!
N am,W
v
�x
3 J m a
9d vLL
oQ
V° LD
C �
rn
O N
M
v
W J
m�
Of
n
0
x
L9
73
F_
W
w_
U
a
z
0
Ix
Z)
0
CL
O
oc
z
0
a
it
L�
to
W
z
0
w
of
F
DATE
0810112022
DRAWN BY
J. FOX
DESIGNED BY
R.van Niekerk
CHECKED BY
J. FOX
SCALE
N.A.
N
U,
Q
p
w
J
J
Q
(�
�
LLJ
J
m
Q
LL
LL
~
Q
LL
O
0
Z
CL
O
U
0
J
O
L
H
JOB NO.
9639.0
SHEET NO.
Co.1
GENERALNOTES
LEGEND
ROADS
SEWER
TRAFFIC STOP BAR
EXISTING SANITARY SEWER
STORM PIPE & STRUCTURE NO.
Fr�®
DROP INLET & STRUCTURE NO.
-SANPROPOSED SANITARY SEWER
CURB
O PROPOSED SANITARY SEWER LABEL
0
CURB & GUTTER
WATER
-
PROPOSED PAVEMENT
EXISTING WATER LINE
CENTERLINE OF DITCH
g• W PROPOSED WATER LINE
{
BENCH MARK
`r
�R g• yr PROPOSED VALVE
CLEARING LIMITS
I I-F on yy PROPOSED TAPPING SLEEVE
T R-1-
VDOT STANDARD STOP SIGN
T,a PROPOSED FIRE HYDRANT (COMPLETE)
�Y
- - 200 -
EXISTING CONTOUR
GRADING
200
PROPOSED CONTOUR
+ 240.5
EXISTING SPOT ELEVATION
TC = TOP OF CURB
BC = BACK OF CURB
TC 240.5
PROPOSED SPOT ELEVATION
EP = EDGE OF PAVEMENT
TW = TOP OF WALL
1O
PARKING COUNT
BW = BOTTOM OF WALL
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
N/A = NOT APPLICABLE TO THIS PROJECT
MANAGED SLOPES
PRESERVED SLOPES
ACSA GENERAL WATER & SEWER CONDITIONS
SEPTEMBER 14, 2021
1. 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 DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF
THE LINE.
10. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND
INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID)
DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER
LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE
UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT
COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER, AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE
METER(S)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY
ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED
11. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
12. 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).
13. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT
UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE
BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING
FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL
NOT DISCHARGE THROUGH A BACKWATER VALVE.
14. 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 BY THE CONTRACTOR.
15. 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.
16. 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.
17. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA.
18. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE ALL BACKFLOW PREVENTION
DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT
REVISION OF THE ACSA RULES AND REGULATIONS.
19. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO
ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED.
1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED
BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION,
SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE
BEGINNING CONSTRUCTION.
2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS.
3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE
APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES.
3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF
TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE
MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL
CONSTRUCTION ACTIVITIES.
5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED
WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER
ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER.
THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S
REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH
SPECIFICATIONS.
7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS.
8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN
ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR
GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS.
9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL
SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL
UNITS.
10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT
STANDARDS.
12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED
PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A
LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE
CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER.
13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON
PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF
LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A
CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY
OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION
OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE
DEVELOPMENT.
14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND
CABLE TV SERVICE TRUNK LINES. (N/A)
15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES)
SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE.
16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT
TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY.
17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND
PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE
COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE
COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED
AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND
SPECIFICATIONS.
19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL
ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR
DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO
PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE
AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF
REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)
22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS
PRIOR TO CONDITIONING OF THE SUBGRADE.
23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S
REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE
SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.
24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR
THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO
AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A)
25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE
OF ROAD. (N/A)
26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM
SLOPE OF 0.004 ft./ft.
27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND
GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A)
28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN
ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE
VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S
REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS.
29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL
COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE,
AND ICC/ANSI Al17.1-03.
30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.
31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.
32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE
A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY
33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A
VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED
BUT NOT WATER LINES.
35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS
EXCEEDING WIN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE
INSPECTIONS AS OUTLINED IN THE USBC.
36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER
SIDEWALKS.
37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY
PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE
REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR
ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131).
BLASTING NOTES
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
ALBEMARLE COUNTY STORMINATER MANAGEMENT NOTES
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM
MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A
GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT
STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS
STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL
INSPECTOR.
Albemarle County
As -built Road Plan Policy
As -built drawingsshall be d for all public and private roadway construction projects within Albemarle
P1eP� Pu P Y P J
County. The following is a list of the minimum information required on the drawings. Additional information
may be requested. The County only reviews private road as -built plans. The county does not review or
approve public road as-builts. For questions regarding public roads, please consult with VDOT.
1. A signed and dated professional seal of the preparing engineer or surveyor.
2. The name and address of the firm and individual preparing the drawings on the title sheet.
3. "As -built" must be labeled on the drawings with the date of preparation or revision.
4. The constructed location of all items associated with the road construction must be shown. The items
include, but are not limited to the following;
a. Horizontal Alignment - Show and label measurement points, and an interpreted line between
measurements. Show the as -built centerline over the design centerline. Distinguish between the design
elevation and as -built by labels and line type. Measurements shall be at each station as a minimum, and
at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway
within the right-of-way or easement. Any portions outside the right-of-way or easement must be
corrected by plat or construction.
b. Vertical Alignment - Show and label measurement points, and an interpreted line between
measurements. Show the as -built centerline over the design centerline. Distinguish between them by
labels and line type. Write the constructed vertical elevations adjacent to the design elevations.
Distinguish between the elevations by striking a single line through the design elevation. Measurements
shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built
centerline. For alignments which deviate significantly from the design, provide curvature and sight -
distances. Corrections may be required for alterations from the design alignment.
b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every
station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges
over the design edges. Show and label constructed edge of pavement radii for all intersections and cul-
de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included.
c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure,
culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert
elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide
computations verifying design standards.
d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of
flow, and linings.
e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must
be within platted right-of-way or drainage easements. Provide copies of recorded documents.
e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and
applied end treatments, compared to design.
f. Right of way and associated easements - Label deed book and page numbers for all dedicated right-
of-ways, sight easements, slope easements, etc., and provide copies of recorded documents.
g. Pavement Designs - label the as -built pavement and base on the design typical sections. Strike
through any design elements which were not applied. Inspection reports are required for fill
compaction, CBR's, and pavement applications.
In. Street Trees - if street trees are on the design plan, provide design and as -built locations and species.
i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features.
I Nov 7011
Albemarle County
Private Road Acceptance Procedure
This is the procedure developed by the Albemarle County Community Development Department for the
completion of private roads. The items in this list must be completed in the order given.
1. Tests and Inspections: Have all necessary tests and inspections performed by a professional
engineer or geotech, or VDOT certified inspector. This should include, at a minimum,
a. California Bearing Ratio (CBR) tests,
In. stone depth inspections, including installation of under -drains and cross -drains,
c. fill compaction tests,
d. pipe and drainage structure video inspections or equivalent,
e. base and surface pavement inspections, documenting materials, thickness and compaction
f. concrete tests
g. structural and related inspections for any bridges and foundations
Compile a report of these tests, certified by a professional engineer, and submit this report with the
as -built plans.
2. As -built plans and plats: Provide drawings of the constructed improvements according to the
Albemarle County As -built Road Plan Policy. Provide copies of all recorded drainage easements,
sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents
from the Clerk's office. Before completing as -built drawings, make any corrections necessary to
ensure all improvements are within right-of-ways and easements.
3. Bond inspection: Request a bond reduction or release inspection from the County, which will
reduce or release your bond, indicating completion or partial completion, or generate a letter
indicating items in need of documentation or completion. The following documents will be needed
with your bond inspection request;
A. Completed Bond Inspection Request form and fee
A form and fee are requited for each band, such as for a project with multiple phases and bonds.
B. As -built documents per items 1 and 2 above.
An as -built plan prepared in accordance with the Courays As -Built Road Plan Policy is required. For any
releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all
improvements are in rights -of -way and easements.
C. Signed and sealed letter from a professional engineer listed and certifying that completed
improvements are built according to plan.
Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required
Please do not use qualifying statements such as'Sa appeared", or "to the beat of my knowledge", or
"generally in accord". ements were either built to m were not As -built measurements ge y ImPrm' plan, they
construction inspectiorns, and otter field verifications should be cited and included. Tolerances should be
noted. The items not belt according to plan must be listed, with explanations. Deviation in pavement
materials and thicknesses must be listed. If strut trees or sidewalks, or other items were moved, or added,
this should be noted If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of
pipes or grades, this should be verified by revised computations and attached to the letter. If thereare
outstanding items or omissions, these should be listed. Cxaphicr are helpful. In short, please provide more
than a statement of opinion or assurance, Please demonstrate that the improvements and construction have
been inspected, investigated and documented, and are certified in detail, and county staff will not be in the
position of discovering discrepancies and deficiencies in the field
D. Completed Certificate of Completion
This form must be received for release of a bond. R is available on the county website. In the case of
reductions, a letter listing the outstanding items; that need to be completed before signing the certification is
acceptable. R mast be signed by the owner. This form says all subdivision improvements have been
completed. It also says that all construction conforms to approved plans and any discrepancies have been
approved by the Canty.
I you
Albemarle County
Public Road Acceptance Procedure
The processing, inspection and acceptance of public roads is administered solely by VDOT. The
County is not involved in this process until the road is ready for acceptance.
County bond releases (or partial releases) will be considered on public roads for all portions approved
by VDOT. The following items are required to be submitted for bond releases to be considered:
1. Bond Inspection Request and fee
A form and fee are required for each bond, such as for a project with multiple phases and bonds.
2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements,
and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's
office.
An as -built plan prepared in accordance with the Comay's As -Built Road Plan Policy is required. VDOT does not
always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the
road, the minimumrequirements of this policy must be met, if only to ensure that all improvements are in right-of-
way and easements.
3. Written documentation of acceptance from VDOT for the entire roadway or for completed items.
Formally, this is sent directly to the county on an AM4.3 from VDOT, when VDOT requests that the Board of
Supervisors pass a resolution of acceptance. Aaer the resolution of acceptance is sent to VDOT, it is usually about
six weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road
additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior
to this, some correspondence from VDOT for items inspected and approved is necessary. This is usually in the four
of team approving compaction reports, CBWs, pavement cores, pipe video, w other items where partial release is
sought A final punchlist inspection report from VDOT can be used for a partial bond release, but only if
outstanding items are not too broad If the ptmchlist is not official, and only a courtesy review, it carries much less
weight. In any case, if there are problems meeting the eligibility or occupancy minimums, and it is not known how
long improvements may sit, or need replacement, partial releases may not be possible.
4. Signed and sealed letter from a professional engineer listing and certifying that completed
improvements are built according to plan.
Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do no
use qualifying statements such as 'it appeared", or "la the best of my knowledge", or "generally in accord".
Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and
other field verifications should be cited and included. Tolerances should be noted. The items not built according to
plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street
trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or
deletion of culverts, inlets, or re -alignments ofpipes or grades, this should be verified by revised computations and
attached to the letter. If there am outstanding items or omissions, these should be listed. Graphics ere helpful. In
short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and
construction have been inspected, investigated and documented, and are certified in detail, and county staff will not
be in the position of discovering discrepancies and deficiencies in the field.
5. Certificate of Completion
This form must be received for release of a bond. R is available on the county website. In the case of reductions, a
letter listing the outstanding items that need to be cmnpkled before signing the certification is acceptable. It must
be signed by the owner. This form says all subdivision improvements have been completed. It also says that all
construction confirms to approved plans and any discrepancies have been approved by the County. This means the
as -built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be
documented in acceptance correspondence or punchlists.
ma's, COUNTY OF ALBEMARLE
M1 m Department of Community Development
Construction Record Drawings (As -built) for VSMP
The following is a list of information required on construction record drawings for
stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the
construction record drawing be prepared by someone other than the designer. Please do not
provide design drawings as construction record drawings.
A. A signed and dated professional seal of the preparing engineer or surveyor.
B. The name and address of the firm and individual preparing the drawings on the title sheet
C. The constructed location of all items associated with each facility, and the inspection records to verify
proper dimensions, materials and installation. The items include, but are not limited to the following:
1. Inspection Records and photographs for pipe trenches and bedding, including underdrains.
2. Video Pipe Inspection for any pipes which are not accessible or viewable.
3. Updated Location with geocoordinates of all facilities.
4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities.
5. Current physical and topographic survey for all earthen structures. Ponds should include a survey
of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required
for alterations from the design.
6. Plants, location and type.
7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the
installed type of drainage stmchues, culvert/pipe size, weirs, materials, inlets or end treatment(s),
inlet and outlet protection, alignment and invert elevations compared to design.
8. Computations: For significant deviations from design, provide sealed computations verifying that
the as -built condition is equivalent or better than design.
9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical
sections and linings.
10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage
must be within platted easements. Provide copies of recorded documents.
11. Guardrail, fences or other safety provisions - Display the constructed location of all safety
provisions; fences, guardrail, including the type, length and applied end treatments, compared to
design.
12. Material layers - biofilfer stone layers, sand layers, keyways and cores must be verified as to
ye media, Y Y
material and . Include inspection its boring or test it reports and materials
types depths peck repo crag Pi
certifications. Biofrlter media must be an approved state mix.
13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable.
14. Compaction reports are required to verify fill compaction in dams.
15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning.
Albemarle County Engineering
Final Plan General Notes
Page 1 of
ALBEMARLE COUNTY
FINAL PLAN GENERAL NOTES
General Construction Notes
1. Prior to any eonstructicn 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.
3. 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 (horizontalwatical). Where reasonably obtainable,
lesser slopes of 3:1 or better are to be achieved.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the
County Engineer, or designee, it is deemed necessary in order to stabilize a drainage
channel,
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 111,
9. All excavation for underground pipe installation must comply with OSHA Standards for
the Construction Industry (29 CFR Part 1926).
N r rr Op
�r
�GZ
JEREM.Y L. FOX �
Lic. No. 60786
O3/ 08/ 2023 A�
Uri
0
O
x
t�
0
Of
t-
0
w
w_
U
Z
0
to
5
rr
0
0
r
F
Z
Z w
O
E
O
UU
V) Z
nJ Z:)o O
Z U
O �
V) w
5 d
w Lu
� w
5
w
of
F
Q
0
DATE
0810112022
DRAWN BY
J. FOX
DESIGNED BY
R.van Niekerk
CHECKED BY
J. FOX
SCALE
N.A.
kJo
N
co
U
Q
J
O
,
Ld
_
w
J
W
m
a
Q
Z
~
LL
O
vJ
co
cl.
W
I-
U
Z
Q
J
O
L
H
JOB NO.
9639.0
SHEET NO.
C1.0
NOTE: ROAD CROSS SECTION COMPLIES WITH U
ALBEMARLE COUNTY DESIGN STANDARDS.
ORION LANE CROSS SECTION (57' PUBLIC RIGHT -OF -WA
No Scale
SOMERTREES AVENUE CROSS SECTION
(25 MPH DESIGN SPEED)
6L
CG-6 1.51' SM-9.5A CG-6
28'
2.1 (PAVEMENT WIDTH) [2.5'
COMPACTED SUBGRADE \_3" IM-19.0A
6" 21A
35RIGHT OF WAY
1
5'
SIDEWALK
NOTE: ROAD CROSS SECTION COMPLIES WITH
ALBEMARLE COUNTY DESIGN STANDARDS.
SOMERTREES AVENUE CROSS SECTION (35' PRIVATE STREET RIGHT -OF -WA
No Scale
AGGREGATE SHALL EXTEND
1' BEYOND THE BACK OF C RB (TYP.)
TOMBLAND & ENSIGN STREET CROSS SECTION
(25 MPH DESIGN SPEED)
C%L
CG-6 1.51' SM-9.5A CG-6
16'
-1 2. 51 (PAVEMENT WIDTH) /° y 2 5'
f 2% °
COMPACTED SUBGRADE \_3" IM-19.OA 1
6" 21A
RIGHT OF WAY
5'
SIDEWALK
NOTE: ROAD CROSS SECTION COMPLIES WITH
ALBEMARLE COUNTY DESIGN STANDARDS.
TOMBLAND AND ENSIGN STREET CROSS SECTION (23' PRIVATE ALLEY RIGHT -OF -WA
No Scale
VDOT DETAILS LEGEND
STANDARD
TITLE
PAGE
DI-3A, 3B,
3C
STANDARD CURB DROP INLET (12" TO 30" PIPE: MAXIMUM DEPTH (H) = 8')
104.09
DIMENSIONS, NOTES, AND QUANTITIES
104.10
MHA
MANHOLE FOR 12" TO 48" PIPE CULVERT
106.01
STANDARD MANHOLE FRAME AND COVER
106.02
STANDARD MANHOLE FRAME AND COVER
106.04
SLA
TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, MANHOLES AND JUNCTION BOXES
106.14
PB-1
INSTALL. OF PIPE CULVERTS AND STORM SEWERS CIR. PIPE BEDDING AND BACKFILL -
METHOD "A"
107.01
UD-2
STANDARD UNDERDRAIN FOR USE WITH RAISED GRASS MEDIAN STRIPS
108.02
CD-1
STANDARD COMBINATION UNDERDRAIN (AT LOWER END OF CUTS)
108.04
IS-1
STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS
106.08
CG-9B
STANDARD ENTRANCE GUTTER
203.02
CG-12
CG-12 DETECTABLE WARNING SURFACE (GENERAL NOTES)
204.01
CG-12 DETECTABLE WARNING SURFACE (TYPE A, PERPENDICULAR APPLICATION)
204.02
CG-12 DETECTABLE WARNING SURFACE (TYPE B, PARALLEL APPLICATION)
204.03
CG-12 DETECTABLE WARNING SURFACE (TYPE C, PARALLEL & PERPENDICULAR
APPLICATION)
204.04
WP-2
ASPHALT PAVEMENT WIDENING
303.02
SIGN
SIGN AND POST DETAIL
No Scale
NOTE: IT IS THE
CONTRACTOR'S
RESPONSIBILITY TO
REFERENCE CURRENT
DETAILS IN THE VDOT
ROAD & BRIDGE
STANDARDS.
3TD. U POST
GALVANIZED
POST TO BE
1.5" ASPHALTIC CONCRETE SURFACE
COURSE - SM-9.5A
2" INTERMEDIATE BASE COURSE - IM19.OA
3" INTERMEDIATE BASE COURSE - BM25.OA
TYPE 21-B AGGREGATE SUBBASE COURSE
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
HEAVY DUTY ASPHALT PAVEMENT SECTION
No Scale
2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A
(PLACED IN ONE LIFTS)
8" TYPE 21 B AGGREGATE BASE COURSE
COMPACTED SUBGRADE
---------------
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
NOTE: PROPOSED
PAVEMENT MUST TIE
IN WITH EXISTING
PAVEMENT
EXISTING PAVEI
H
>
o- SAWCUT THROUGH
U EX. SURFACE
COURSE
w & REMOVE
PAVEMENT
EXISTING
PAVEMENT
MILL EX. SURFACE COURSE
SAWCUT EX. EDGE OF PAVEMENT
2' MIN
PROPOSED PAVEM
MATCH EX. CROSS
SLOPE UNLESS OTHERWISE
SPECIFIED ON PLANS
PROPOSED
SURFACE
COURSE
BASE COURSE
AGGR.000RSE
PAVEMENT REPLACEMENT JOINT DETAIL
No Scale
TRIP GENERATION
BLOCK 26
Townhouse Development
Site-Tri o Generation Analysis - Peak Hour of Adiacent Street
Buildout land Use
AM Peak Hour
PM Peak Hour Average
Land use Size Units Code
In Out Total
In Out Total Daily Trips
Propposed Develeopment
Townhomes 44 D.0 215
5 12 17
13 9 22 285
Total Propsed Development Trips
5 12 17
13 9 22 285
Note: Based on the Institute of Transportatin of Engineers Trip Generation, llth Edition.Assume General Urban/Suburban land use category
COUNTY ALBEMAR LE
SUBDIVISION
OLD TRAIL BLOCK26
STREET NAME
VARIABLE
DESIGN ENGINEER
TIMMONS GROUP
CERTIFYING ENGINEER
STEP 1: DETERMINE DESIGN AADT
DESIGN AADT FOR
STREET SEGMENT
285
NOTE: IF AADT 550, USE MINIMUM DR VALUE OF 6.4
STEP 2: DETERMINE DESIGN VALUES CBR, RF, & SSV
SAMPLE NO.
CBRT (SOAKED)
CBRD
RE (APPENDIX 1)
SSV (CBRD*RF)
1
7.5
2
3
4
5
AVG. CBRT
7.5
5.0
1.0
5.0
NOTE: TESTING REQUIREMENTS & RESULTS PROVIDED BY F&R
STEP 3: PAVEMENT DESIGN
THICKNESS INDEX REQUIRED FOR
STREET SEGMENT (APPENDIX II)
DR
10.1
DR=3A8Ln (AADT) - 1.48 Ln (SSV) -7.23
DR MIN
6A
DESCRIPTION OF AS -BUILT PAVEMENT SECTION
MATERIAL NOTATION
THICKNESS, (h)
a
(a x h)
SURFACE
SM9.5
1.5
2.25
3.4
BASE
IM19.0
3
2.25
6.8
SUBBASE
21A
6
0.6
3.6
DP MUST EQUAL OR EXCEED DR VALUE
DP
13.7
DP
DR
PAVEMENT SECTION IS ADEQUATE
13.7
>_
10.1
SIGNAGE NOTES:
1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH
THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY
REVISION THERE TO:
A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE
SPECIFICATIONS.
D. THE 2000 INTERNATIONAL FIRE CODE.
2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE
FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER
CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN
NOTE 1 ABOVE.
3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND
INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND
INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR.
SOLID WHITE LINE 24"
S T 0 P (TYP )
h� 12
STD. (VARIES)
R1-1
NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL
HIGH INTENSITY SHEETING NO SCALE
SOLID WHITE LINE
6'
2 2'
(TYP.) (TYP.)
STRIPING AND SIGNAGE DETAIL
2" R
COMPACTED
SUBGRADE
4" MIN.
L
CONC CURB AND GUTTER CLASS 3A,
(fc=3,000 PSI) CONCRETE
VDOT STANDARD CG-6 CURB & GUTTER
No Scale
NON -SLIP BROOM FINISH
VARIABLE WIDTH'
MAX. CROSS SLOPE 2%
a,..d-
-CONTINUE 21 B STONE
BASE FROM ADJACEN
PAVEMENT SECTION
UNDER CURB
4" 3,000 PSI AIR -ENTRAINED
CONCRETE
COMPACTED SUBGRADE
4" TYPE 21A STONE COVER
DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS
r I Yd
4'
R= Y4"
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOTSTANDARDS.
CONTROL JOINT SPACED
AT WIDTH OF WALK (MAXIMUM)
COMPACTED SUBGRADE
EXPANSION JOINT AT M
OF 30', WITH PREMOLDED
EXPANSION FILLER
CONC. WALK
.d �. • ' •da •4. A•. .a. ..
4" 21-B STONE
xOF
im L. FOX a
Lic. No. 60786
W 0(9/ 2023 : r3
Ui
0
c�
0
0
of
F
w
w
x
z
0
U)
>
0
0
U0
z
z
z LU
O
i2 0
O
U
UU
z
Lou
O
Z U
O
U-)w
a
> p
W W
of Ln
>
W
Of
M
N
w o
N
0 0
DATE
0810112022
DRAWN BY
1. FOX
DESIGNED BY
R.van Niekerk
CHECKED BY
1. FOX
SCALE
N.A.
N
U
Q
J_
OLd
>
a
W
0
C0
..LI
W
m
Q
J
a
Z
H�
ILL
0
Q
z
w
°
O
z
0
J
O
JOB NO.
9639.0
SHEET NO.
C1.1
L
CONCRETE SIDEWALK JOINT DETAIL
No Scale
JUNCTION BOXES TRANSFORMER PADS PEDESTAL% ETC.
SHALL NOT BE LDCATED WITHIN THE RIt74T ff WAY.
VARIES
� f WATER SEWER 1� E
3
LOCATION OF DRYER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC)
EASEMENT WIDTHS- WATER Ot SEVER OILY - 20' MINIMUM
WATER L SEVER - 30' MINIMUM
w SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER L SEVER SYSTEMS,
UTILITIES CROSSING A WATER IR SEVER EASEMENT SHCUL➢ BE AT
90' TO THE RIGHT OF WAY.
UTILITY LOCATIONS & EASEMENT WIDTHS
r ISIM Alb AND HEX NUT
I STM A5e9 (TYP)
UNHxsnXBEo FARfH USOIST`FBED
2- 3/e OM SOIL lYP
ALL TI6M i YY59
Ala
MAILER HAIR
YAINE
6
24•NN
UNDISTURBED ENZI Eli
4 Aa CONCRETE
MN ,§`F E6A-WO
1B
MN
s• ELWATION
IMNsnReEo
24' T
NN WD HI Me
I z
SECTION
NOTE
1. ALL RODS AND FASIEMERS SIRE BE CI EN TIND C0,03 OF ASPUAUC MINT AFTER ASSEMBLY.
2. CONTRACTOR SHALL ENSURE THAT THE CQIAR NEAPS AGAINST UNDISTURBED SOIL FOR THE MINIMUM
DIMENSION SHOWN.
3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE RRIMI E IF THE TRENCH MOTH IS
LARGER DURING CONSTRUCTION. THE CQIAR DIMENSIONS MN1. INCREASE ACCORDINGLY.
CROSS ANCHOR RESTRAINTS FOR VALVES
Mrs
FIIH W-x
I II�
CRIMP AND ROLL END OF COPPER PIPING
T 42" MIN.
REMAINING COPPER PIPE TO BE VERTICAL
j
IN.
SHUT-OFF CORPORATION STOP
TYPICAL SERVICE TAP ABANDONMENT
KIDS
FIG V-6B
In-11
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
B24 INITIAL BACKFlLL
MIN MIN. IN MR.
6" BEDDING
/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
UNSTABLJE • 4 e"INITIAL BACKFlLL
Ir 8'
MN YIMNANULAR FILL ASM88 STONE
A�PPROVED BY ACSA CK' 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
NITS
FIG. W-2
TD-2
FINISHED GRADE
=WTI=(rl` ; n>-1TL� FF-ATrn�r�n r=1Tl=� rrl i In r i I-rr� rr=n T
TRENCH REDUCER
2500 Pal. CONCRETE THRUST BLOCK
- - - - - - - - - - - - - - - - _
UNDISTURBED SOIL a jB' MN
PROFILE VIEW}
UNDISTURBED SOIL - EDGE Yr MR
OF TRENCH "
----------- --- _i-----{
ae ' REDUCER B' MN
:• f
S"
2500 Pal- CONCRETE THRUST LLO H-'
B,UK
----------------
UNDISTURBED SOIL - EDGE
O TRENCH MN
NOTES: P AN VFW
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 95X COMPACTION REQUIRED IN TRENCH.
THE CONSULTING ENGINEER SHALL BE RESPONSIHLE TO VERIFY THE TYPE AND SIZE OF
ALL THRUST BLOCKS.
NTS
Fla W-3D
PIPE SLOT
(2 PLACES)
COVER UFT NOTCH
12 3/8"
WATER
C
18" METER BOX AST IRON LID
6" EXTENSION
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REWIRED IN THE UD FOR TOUCH READ METERS.
TYPICAL METER BOXES
(3/4"-1RR METERS)
NITS
FIG. W-7
TD-13
SECTION 1-1
PIPE
DEGREE
BEND DIMFJRSIONS
WI.
TEE AND PLUGS
VOL.
SIZE
OF
CU.Y0.
CLAD.
BEND
I
L
I N
I T
L
I H
I T
90
2.50
2.50
3.01
0.24
4" & B"
45
221/2
2.00
1.50
2.25
2.00
ZOO
X52
GAS
0.10
zoo
225
250
0.1s
111/4
150
200
250
0.10
90
&68
3.16
3.21
0.48
8"
45
221/2
2.66
1.88
z66
2.18
2.77
26e
0.28
0.13
3.16
2.01
EN
0.32
111/4
1.AR
2.16
2.67
0.13
BO
4.93
3.83
3.42
0.83
10" & Ir
45
3.33
3.68
195
0.43
3.83
4A0
2.83
M52
221/2
2.33
2.58
2_88
0.24
11 1/4
1.83
2.33
2.84
0.1E
1. THRUST BLOCKS ARE REWIRED MEIEVER THE PIPELINE : CHANCES DIRECTION. CHANGES
SIZE, DEAD ENDS AND AT VALVES.
Z USE 250E Pal. 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 ]ROCKS.
CONCRETE THRUST BLOCKS
TUTS
Fla W-3
TO-3
NOTE HYDRANT MUST BE
EQUIPPED WITH CHARLDTIES-
W I F THREADS WHICH IS
QTHE LOCAL STANDARD.
LFR6Tf OF BRANCH WARES
I' MIN r'm tD'
(z7a7
8'-2Y AYP
W. FT.
i/6B STONE
42"MIN _ r GATE
•' ,.I VALVE
TE
2500 PSI. CONCRETE - a
BASE AND 1HRUSI'
BLOC( AGAINST
UNDISTURBED STABLE
SORL
SIFIl PILE
RESTRAINED JOINT FITTINGS
MIEN THE SOIL IS DISTURBED OR WHEN
A HYDRANT IS LOCATED N A FILL N "-IDIOM
TO POURING CDINRETF, A STEEL PEE SHALL
BE USED AS ADUmQL1L SUPPORT.
NOTE
1. SUtRDIIND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE
2. MAINTAIN A 3 1/2' RAN COVER FROM TE MAN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
M FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALUE BOX.
4. TE GATE VALVE IS ALLOWED N SHOULDER OR BENDD THE DITCH.
IT S NOT AI1.OWED N THE DITCR
a FIRE HYDRANTS SHALL BE INSTALLED AT IDCATIUNS METE WEEP
HOLES ARE ABOVE THE PREVAILING GRUREIWATFT ELEVATION F
REQUIRED TO BE N WET AREAS, THE WEEP HCIES SHALL BE
PWSUTD AND THE HYDRANT SUALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.S.
FIG W-4
TD-8
n»ExsmR
A
nNLIRS1oN
H
mxENsmx
C
3'1'
r
3T•
s'r
Y MN.
ill' MIN
4'
(BEATER
THAN 4'
PR�DS/ILS V➢1 BE SUR6TTEA
y MEN.
METER A SIDE VIEW
�B
nm xN Es
I I
1.75' DIAMETER DRILLED
�RFOR TOUCH READ
I I
C I I TOP VIEW
I I
I I
3' DIAMETER FIAT
I I HEARING SURFACE
UNDERNEATH
LIFT MARBLE
L ev X 36'
------- ALININUN ACCESS
HATCH
TYPICAL METER VAULT
N.T.S.
FIG W-7A
- FOR BENDS 8' & SMALLER
USE STRAP ON BEND WITH
ANCHOR BOLT ON CENTER LINE
OF BEND.
- FOR BENDS 10" THROUGH 12"
USE 2 STRAPS ON BENDS
ADJACENT TO BELLS
- FOR 18" SEND USE 3 STRAPS
AS SHOWN.
PIPE
ELEVATION
PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT.
BEND
OZE
A
B
C
D
E
F
4" - e
1'-r
Ya'
Y-e'
1'4
r
t I r
6"
r-
V
r-
I'
r-
I 1 r
11 t/r
tr
r
O•
r-6
Y
S
r
Ir
r-
r
r
r
r-e•
r
is-
Y-
S-r
Y
Y-
•_
2 1
r-
r-
5
Y
)Y
Y
1 1 e
Is 1/r
r
IV
Ir
Y
18'
4' - e
D'-tl'
e'-
J'-D•
r
S
4 1 4
W'
to"
I'-e
)'-e
r
4'
r-
21 4
1r
F'
r-
r-J
6'-
S'
41
3'
B
DES.
UR(ER S & ] CONCRETE CLASS "B" I
Qyl
CHART FOR UPPER SECTION
VERTICAL BLOCKING NOTE: STANDARD 90' HOOK ON END OF ANCHOR
BOLTS TO FACE CENTER OF BLOCKS.
CONCRETE BLOCKING FOR
UPPER VERTICAL BENDS
N.TS
FIG. III
u
PUCE 5' GALVANIZED ' WITNESS " POST WITH
CAPPED ENDS PANTED BLUE IN REMOTE AREAS
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED gRAOE
A➢JUSTAHLE TRAFFIC RATED
VALVE HD% W/ LED
M.J. GATE VALVE
WATER WE
a
R
L 1..
2500 P.S.I.
CONCRETE '.A, a 2'X 2' BEARING AREA
THRUST BLOCK q
e d A.
4 4
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
TUTS
Fla W-5
TG-9
y I T AFYT y� 44- MIN.
\J �2 �
rMN I 179
e
b
MN.
,. �•�nS-►I i
.r TIII 3)' MIN.
Ir MeN. MHRIBT LOOKING ASSEMBLY
t
BYPASS
NOTES:
1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4".
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL METER VAULT (1 1 /2" METER)
NTS
FIG. W-7B
m-15
Tap View
6" MINIMUM-4
NOTE: RESTRAINED JOINT FITTINGS
a ,
4• A
d
CIA - .. 1 4" MINIMUM
------ I Side Vlaw
42' MBHmum
4.a.
�I r.
CeHllkatlen eI MIX
campagtlen mused A,
a. I�
c'.
Galvanized Steel Bwm, 'I I', e
WW2 x 14 (min. She) .4
3' min. penetration into MndMturbed '
soil , or as approved Ly tha <
ACSA.
TYPICAL THRUST BLOCK IN FILL AREA
NTS
FIG. WI
ID-5
1^ Cq-PISSegI " 3/4' MARE %PE ODNIU.0
ON APPRMD EQUAL
FOR USE ARAWEU
FMERD
A_ IXI DUAL flE510EHnK
R W.
RESICI.
.%R��RENN
AND IWaeAnw sEnw¢s
IFS
O
r
DUAL SERVICE
R
I' CCM%E59N1 " 3/4' MAZE %PE CW%1NC
r Rxx
am cwaR
OR AMROwe EQ-AL
O
FOR USE ON CITAGIED YNiE FMIILY
Cl
RE9m�TAL RFRMCF Mess AN IwnGATN
-sBa Is xor Pflowom.
SINGLE SERVICE
F
RY D
9FD GRADE
1/e Bon QUBPDIe-\ :a f
METER
sa'
rIN D� 4 DR. AS
NE.ARY
Two a MaT NM® 'C
MINI Nlo sErlm (2+RW '" � x T SPEC. 20A 40. 57
YMIYUY nGG:lE4) - GagUAIE
p NO SAGE TEAR ff usm M PYL PIE.
2) NO TRIMMED ZkLECS
J) uERAIs IxNY 910 BE II ENsnxc. QU PRTPawN vwor
RIGHT-a-wxr SXML BE xs)Aum Ix A z-wlal me 50s-N Nw RIME NNI CA% mE
TYPICAL SERVICE LATERAL INSTALLATION
(3/4" & 1" METERS)
NTS
Fla W-6A
TD-10
ALVE BOX
4" DIAMETER BRANCH I
AND VALVE
J. PLUG
VARIES
WATER MA
!\\\
`RESTRAINED
JOINT FITTINGS
ON-LINE
(TYPE "B")
VARIES THREADED COUPLING
PVC SLEEVE
BRASS NIPPLE AND PVC
o CAP
1 LUBRICATE ALL THREADS
THRUST BLOC(
m
METER BOX (SEE FIG. W-7)
VALVE
NO. 57 STONE
M.J. FITTING
Y PIPE SLOPED
TO DRAIN IF
- GRADE ALLOWS
VARIES VARIES 2" BRASS PIPE
WATER MAIN AND VALVE 2" THREADED TAP
ARE SAME SIZE PWG
DEAD END
(TYPE "A")
TYPICAL BLOW -OFF ASSEMBLY
NITS
Fla W-B
]EREMY L. FOX
Lic. No. 60786
03/ 08/ 2023
M
CJ 0
C% U
N �
N C
> E
w a E
W
H YV4 i 3
Q
LL
0 LL
0 5 Z
Q j U m Z W
wYJ4 - L6 O
CP
I, > o N O
IALD al
Z�''� v }
30�Q In Z
CaL LL W Z)
p a O
= v N Z V
=U > Up 0 CL
c w d
0 0Y
N 0
ULI M
M (n
00
5
CD H LU
(n
0
0
0
O
IY
x
F
p ("I
w N
W
O
S Q W
U 0 O
Q M
0
Z p
O
U) DATE
0810112022
O
} DRAWN BY
1. FOX
• DESIGNED BY
• R.van Niekerk
• CHECKED BY
1. FOX
• • SCALE
N.A.
•
•
W
N
u)
UQJ
OJT
J DY w
M w
W m
J a Z
H� UL
O Q
co
cw
° O
Z
C)
J
O
JOB NO.
49639.002
SHEET NO.
C1.2
Ti
c
J
d
N
c
a a
=O
on
n0
0
C
B `o
a 0
c N
Is
a0
O c
LL. B
(O
W
In
O B
2 CL
2
B
o$
d0
nm
c
In m
2 N
Il c
do
0
2
B N
No 0
u
E O
a
o -
a m
da
10 a
o
In o
No �
IsIn
�o
nE
aBi �i
L E
H
L
a
2
r
WISHED GRADE
AIR RELEASE VALVE USECT
AT OUTLET EEN
BRASS PIPE VALVE BALL
IF DRAINSTO
I.
BRICK SUPPORTS OR
SOLID CEMENT BLOCKS
USHED STONE
COPPER OR BRASS
CORPORATION STOP
NOTES:
1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON UD FOR TRAFFIC
AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL,
SHALL BE USED.
2) FOR WATERUNES 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 UNE DOES NOT SUPPORT
THE MANHOLE CONE
4) THE
MANHOLE L DE�UPONERIF A TYPICAL 5/8-INCH METER BOX CAN BE USED IN LIEU
OF AIR RELEASE VALVE (ARV)
NTS
FIG. W-9
TD-20
FRAME & COVER
(SEE FIG. S-I-D,E)
SLOPED AREA
STREET SURFACE OR
NON -PAVED AREA
MAX
RUBBER COATED STEEL I
STEPS CAST IN PLACEaA.
PRECAST REINFORCED
CONCRETE SECTIONS
"O" RING SEALS
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H. 5'
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
DEPTH OF ROW CONCRETE
CHANNEL TO BE FILLETS
3/4 DIAMETER OF� CONTRIBUTING SEWER.
A FILLETED INVERT OR A SM00z
6..�`': 12"
TRANSITION OF ROW BETWEEN
INLET & OUTUT PIPE SHALL BE
PROVIDED. MW MIN. 6" BEDDING
NOTE : W/ NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT. !..
TYPICAL MANHOLE SECTION
SHOWING BRANCH TIE-IN
N.T.S
FIG. S-I-A
ID-25
n�
y
is
E
p N
E �
-�
�n
^Gt
RSA I I
E
Ty
n�o#
`s Eo
O
o_
�
N
E--
i
E
n�
"bR E ..
E
O
M
n E"E y�.E
0
F
O
n Xm
w
Bn
O
O
1 1
�1
TYPICAL MANHOLE FRAME & COVER
FILMS
FIG &HD
TD-31
12"
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" 1' MIN
` /'�
BRANCH
1
2"
FLEXIBLE CONNECTION NOTE:
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
Fl w
CONNECTION "BOOT "
INSTALLED
O
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - IN
NTS
FIG. S-I-B
TD-27
SEWER SERVICE LATERAL CONNECTION NOTES
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR ME SERVICE LATERAL IS
INDICATED .THE TOP (CROMN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIDER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �Q
(1/4" PER FOOT )
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF V. 2' MIN
5, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
PLUG END OF Lj
MAIN LINE SECTION VICE LATERAL
vo
IN LINE WYE-TEE
PLAN
VARIES
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD-33
i ROADWAY It
I � I
I I
0 0
c
z PAVEMENT m
I A
MATED STEEL BALD OR WANIESS
42' MIN. 0.5' MIN. THICKNESS SIRE u ILaBATas
STEEL CASING I 112" CONCRETE FILL
_ BOTH ENDS
Etj
N
I
I 2'-01�r OR 0-'I 7' Da 8' 1__2'-0--• II I 2'-0
I�I�I
UCTILE IRON PIPE I 18' tR 20' .DINT [IF ILL.
ESTRAINED JOINTS)
NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF S' BEYOND THE EDGE OF
PAVEMENT, WHICHEVER IS GREATER.
2. ENDS [IF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL.
3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT.
WATER
TYPICAL STEEL SLEEVE INSTALLATION
UNDER ROADWAYS
N.TS
FlG W-10
SLOPED AREA --�
MAX 2•-D•
3'-O' MIN e
18 MMN o
FRAME & COVER
SEE FIG. S-I-0, E
STREET SURFACE OR
BURDEN COATED STEEL STEPS
CAST IN PLACE
PRECAST REINFORCED CONCRETE
SECTIONS WITH "O' RING SEALS
-jr 1OR APPROVED EQUAL
DDI�ACTm BY HAND TAMPERS OR
BACILLED WITH S]F-COMPACTING
STONEOI
MINIMUM ELEVATION DIFFERENCE
ACROSS L FROM INTO
TO
OUnET SHALL BE O20 FEET
A FlLI£lm INVERT FOR A SMOOTH
.• 1RANSnOR OF FLOW BETWEEN
NLEf & QUIET PIPE SHALL BE
PROVIDED.
3/4 DIA OF LARGEST
PIPE IN MANHOLE
MIN. 6' BEDDING WITH NO. 68 SIGN=
NOTES:
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
SPE4ICALLY DETERMINED BY THE CONSULTANT FOR THE ME CONDITIONS.
2. ME CONSULTANT SHALL DETERMINE WHETHER MAN IDES SMALL HAVE
EXIEMIEO OR NON-0(TENOED BASES
3. ALL JOINTS. LIFT HOES, INLETS OUTLETS TO BE SEALED & DRONED
INSIDE AND WT.
4. SPECIAL CONSIDERATION SMALL BE OVEN FOR ENTRANCE
DESIGN ON SETTERS WIN STEP Si
TYPICAL MANHOLE WITH DROP CONNECTION
TUTS
FIG S-I-C
36"MINI
LARGER THAN 5" IN ANY
J
DIMENSION
24 M I
NTIAL BACKFILL-
8"MIN
(6" LIFTS)
EMBEDMENT
• THOROUGHLY COMPACTED
SPRING LINE
BY HAND OR APPROVED
OF PIPE
O
MECHANICAL TAMPER
AUNCHING
NO. 68 STONE
- -
BEDDING 6" max
4" min
OUNDATION (SHALL BE
NOTE
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT BACKFlLLED ENTIRELY WITH NO. 21A STONE. RIGHT -OE -WAY SHALL BE
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 TRENC
NTS
FIG. S-3
IL RGADWAY It
I I I
I
I I
o n
_
PAVEMENT D
. MN
36' MIN 0.5' MIN. THICKNESS STEEL E0.4NG IxstuTwsTAR
STEEL CASING Y CONCRETE FILL
BOTH ENDS
I
1 2•-0-1 111 7' OR B' 1 7' OR or 1 111 2 0
WCRLE IRON PIPE I _ IB' OR 2W JOINT OF
(RESTRAINED JONIS) r
NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB. MICH. SIDEWALK, ETC OR A MINIMUM OF 5' BEYOND THE EDGE OF
PAVEMENT. WHICHEVER IS GREATER.
2. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SFAL GASKET IN LIEU OF CONCRETE FILL.
3. MIDDLE SPACER SHALL BE RACED AT THE CENTERPOINT OF PIPE.
SEWER
TYPICAL STEEL SLEEVE INSTALLATION
UNDER ROADWAYS
MIS
FIG. S-5
F
FRAME & COVER
SEE Fir. S-A-D, E
I'-CF MAX - 7-
0'
Y-G' MIN - e
1e
S• LULL �MM^^^^^����� e
RUBBER COATED STEEL STEPS
CAST IN PLACE
PRECAST REINFORCED CONCRETE
SECTORS WITH '0° RING SEALS
OR APPROVED EGUAL
A FITNNG MAY BE REQUIRED
WITH ACSA APPROVAL.
THE DROP CONEffCTION SHALL BE
OUCRE RON PIPE [C1A55 50T
BACIOILLID IN e' LAYERS AN
COMPACTED BY HAND TAMPERS OR
BACIOILLFD WITH SELF -COMPACTING
STONE
MINIMUM ELEVATION DIFFERENCE
ACROSS M.H. FROM INLET TO
CURET SHALL BE 0.20 FEET
A FLLEIED INVERT FOR A SMOOTH
TRANSITION OF FLOW BETWEEN
INLET & 01 PIPE SHALL BE
PROVIDED.
FITTING DIMENSION VARIES WITH SLOPE.
3/4 DIA OF LARGEST
PPE IN MANHOLE
MIN. S' BEDDING WTH NO. 68 STONE
NOTES:
1. BEDDING RIICKNi REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOL CONDITIONS.
2. THE CONSULTANT SHAM DEIETWINE WHETHER MAINOES SHALL HAVE
EXTENDED OR NON -EXTENDED BASE
3. ALL JOINTS. LIFT HOLES, Ni OUTLETS TO BE SENID & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE DROP CONNECTION
WITH STEEP INCOMING SLOPE
NTS
FIG S-11i
"'wLt D[%Iv mju [B
O -,II
T
Ixi
[60bnm7 �1
099nm7 � I D=]
0 o J6• ou �-'ll " ae�
[ef%mm7 I'-- [BeD
u/te• 1 1/2'
FMME 6ECTION [20mm] ['%mm]
r Prmm) inioB
oxcNorn ntxq -.�
r
[tAma N I A,9 J tn• �n•
�I y
SP PPmm7 BmBO
3 13/w• a 22 a/te
[9Tmm] [6TBmm]
[f]mm] [35mm] 9/16- G.D. DG CRT GRDWE
_ [INnm] SECTION VIEW 1/4' (emm) pW
0¢A.L 1EGPRFNE W6Q7
0)
Sf W EL I=I mRm ImG' IF 1 5 8• BGBxR PMIe E896t0,e
/
W ev xex B/e-ItY] t/¢ %
I•rxwa [smm �I[_
2KG [41mm P-' pg`l
PLaH NEW t +A' (xmm) W 6G% Iunm (1]mm .w wA stxtta srta WIAE�B 5/B eG t.sv l0 8
PI G(9AR n Loacus xGtE DE±uL
1.
PMfIR CpBf}BO ILL N.WIdE WTBN 10] 1FPR fllb�lb p ryCgTFy IH NEUS SU9.ELT lG fIMdNO 9YLL xWK R/.lIXMi1T FRAVE h WVEA. (PJ Art W .WI 5/P I1 SN 2 WLIFAHA9K C61GN fOR WI.IERTRIi CO([Ib XtLL BF CM�iRm.
pAQ(F BBRp19B 3 COYWS SMRLL BE x%Fp TG FRAME6 N1M WCIfIxG COGS tlt 9YB1Nt 0.55LBLT.
(z) fBssR 1GGK uw
TYPICAL WATERTIGHT
pRn R' 9BtB%es
MANHOLE FRAME & COVER DCK we AssEMBLr
MILS FIGS-1£
TO-32
]ENEMY L. FOX
Lic. No. 60786
W 08/ 2023
M E
O p
U
N VI
N =
Q O
> E
W N E
W .y
a o 3
w LL -
w O O,^x
Qn j U oo
W J -Uri
i > o N
1 N 7
Z H
30OFX
LL
oa "_rN
O2 a=i N
= U
~ aUq
C T
O N
� M
tZ �
W J
In
Z
Z W
0 E
O
V}
In W Z
O
Z V
0 oi�
W
In In CL
W ul
W
Ln
Of
DATE
0810112022
DRAWN BY
J. FOX
DESIGNED BY
R.van Niekerk
CHECKED BY
J. FOX
SCALE
N.A.
N
U
Q
J
OJT
,
J
Di
w
m
w
J
ED
a
o
Z
i--i
o
rQn
v )
�zw
°
O
J
O
L
JOB NO.
9639.0
SHEET NO.
C1.3
2
m
►1
--- — \
687—
687—8"w-----8„w��6_T-1 u—=-�'—8„W--- '_-' _,--
MILL &OVERLAY
690 / ASHLAR AVENUE - - - - -
C �\Yt1J \ 11 / - VARIABLE WIDTH PUBLIC RIGHT -OF -WA V-
\Y`1v\�)' / I -- - - -- DB 4556 PG 173-179 687-
M
LEGEND:
REMOVE ASPHALT
REMOVE CONCRETE
-- — ——— 687/---� — -r--'r -------------' — l I o \ o / ____-
- —
I� ----- _ _ --- 688--� _
1 \VAR/ABLEW/OTH - F _ O
\ - - - / - 689 _ _ I -----I — REM VE TREE
S/GHTD/STANCE \ 20'ACS--------691
EASEMENT ` _ J VAR/ABLEWLDTHACS
\ l DB 4556 PG 173 / SAN/TARP J / / SAN/TARYSEWER EASEMENT
/ SEWER EASEMENT - — 692
/ DB 4704 PG 389 / <
/ �� DB 4556 PG 173 / ' / _ - - _ _ 0
1 \ \ '689--------, 0 ----�d3 REMOVE`
`P\ORTiON OF
_ - -694 GUTTER/CURB/SIDEWALK
BLOCK 6A
_ I I
�MARCH MOUNTAIN
PROPERTIES, LLC
\ 92
Ir
REMOVE
EXISTING
\ \ \ MILL & OVERLAY - — — — — - ` \ \ / \ I \69j I I \ _ \ / 1 1 I /GRAVEL-694
/ \
60
REMOVE PORTION OF I' \
GUTTER/CURB/SIDEWALK \ \ \ \ \ TMP055E0-01-}?6-00000
/�MARCHy00 /, 692
\ f:%';:� / \♦ I \ \ DR 4704 PG 389-398
OB4556PG173-179 /--__—__ /
D6 4038 PG 704 ' _ _ I 1 TMP.' OSSEO-01-6B-00000
/ I DEEDBO�K/PAGE.' 4945/404
DB 2887PG 188-190 / N I 1 CURRENT OWNER' MA. CH MOUNTAIN PROPERTIES
\ \ \ DB2887PG336-387 / PARCEL LINE TO BE l \ \ 1 LLC \
//// 1 \ 1 \\ \ DB 2886PG 134-155 I \ I \ - -
/ \ DE2233PG389 \ ADJUSTED
ON COMPLETION OF U \ ✓ ' \ �
DB2035PG726-737 \ ORION LANE
1 �OO-4��bh`O
QQJ m 1 1 r I
r ^ Q REMOVE THE
cb/
\ 1
I \
to
Ilk
09f
VACATI'
APPROX. LOCATION 1
OFACSA EASEMENT.
TO BE RELOCATED
1 I _ __ / ✓ \ I 1 I
l/AR/,4BLE \ a' I / / DB 3442 PG 188
W/OTH - \ I
S/GHTDLSTANCEEASEMENT s`Q
_ DB 4556P4g 17
T-
-
------------------------ram \
REMOVE I \
EXISTING ' \
GRAVEL \\\
000 BUFFER
PAD I \\
GOLF DRIVE \ \ \ d l / 100' WED
VARIABLE WIDTH PUBLIC RIGHT-OF-WAY \ 1 \\ l ! I
DB3442PG 188-190 (PLAT)
DB 4038 PG 704 (DEDICATION)
\6B REMOVE PORTIONIOF
6 \ \ \ \ \ I GUT ER & CURB
APPROX. LOCATION OF DRAINAGE EASEMENT \\ I
/r
DB 3442 PG 188 \ \ \ \ 1
APPROX LOCATION OF20'ACSA \ \
EASEMENT \ \ \ \
DB3442PG 18° ` \
\MILL &OVERLAY-
\ - - \ \- 10'LANDSCAP/NGEASEMENT(HOA)-
_. _ \ \ \ OB 3442 PG 1B8
EXISTING ADJACENT \ \\ \ /; / ' '; ;, ,%; / \ \ \ \ }---- -f------�--------------
L
PROPERTY LINES
SCALE 1"=30' ♦ \ \ \ \ \\ \ \\ \ \\ \ ` / / / 1 / - - / —
Ell
G
7EREMY L. FOX y
Lie. No. 60786
03/ 08/ 2023,
� SIONAt. �C1
0
E
N U
C
> E
w ° E
W
LL H
oU.
K L M
Q JW U EO
W J—N
.,
WN am,
v
ti �,t
3: o t� X
9i'd LL
V° LD
FE
a'
C �
O N
M
W J
m�
F
DATE
0810112022
DRAWN BY
J. FOX
DESIGNED BY
R.van Niekerk
CHECKED BY
J. FOX
SCALE
1 "=30'
N
0
J
UQ0
0ww
-i
�
MJ
W
w
J<Z
m
0LL
0
Q
Z
�
Q
O
Z
O
C)
J
CD
0
Z
X
w
JOB NO.
9639.0
SHEET NO.
C2.0
c
a
c
L
II I I I n
u 1 I
O II I I
II I
o � O
tj
II � I II
II 8"W----- II
8„w-----8"IIN----8„yy— -w n
M�j l �-�_-�II ASHLARAVENUE I Z MHS
HS MILL&OVERLAY
MHS
TOP=688.4S II II ---- ��ARTABCEMTTRFDBL7CMGFI-OF�PAY--��--- - -
DB 4556 PG 173-179 I - - INV OUT=679.06' 8" PVC
INV 1N=684.22' 3"PVC LAT. (SW) I l I I I I I INV 1N-678 29' 8" PVC /
INV. 1N=684.08'8"PVC J Ijl I I I I l V. OUT=67772' 8" PVC
INV, OUT=684.04'8"PVC ll ---
---RZ-
I —0
/I 'STOP"
II —SAN � — — AN SIGN Rb
II I 8"
L
I I I OPEN SPACE A a '' ROAD
II 12235 SF a'' SIGN
I
5' SETBACK
if I (TYP)
I I
25' MAXIMUM
SETBACK (TYP.) OPEN SPACE BAN
f� 22612 SF
5'SIDEWALK OU
25' MAXIMUM QJ
II SETBACK (TYP.)
E TO EXISTING CGB AND
DEWALK ON BOTH SIDES
OF ENTRANCE. I
L0T:1 L0T:2 L0T:3 _
I I I I 4785 SF 3373 SF 3232 SF LOT: 4 I
o-- 4031 SF LOT: 5 LOT: 6 5' :� I SETBACK
--_= I "STOP" I 3669 SF 2937 SF LOT: 7 /
TOP=695.50' I II SIGN R1-1 I 2903 5F LOT: 8 (TYP)/ 32'
INV. 1N=68741' 8" PVC y I I 4172 5F I I
INOUT=687.23' 8" PVC n I "NO PARKING"
V.
I I I I SIGN R7-1 I I
16• (TYP.) LOT: 9 LOT: 10
4494 SF 3323 SF LOT: 11
I I I •.C1 I 3483 SF / / ��
®.',, ;..'•. •,.•• ® ® ® —� :'•. LOT: 12
••.' :.• •. •• I • ' I LOT: SF / 20' (TYP.)
,
_ $„
, SOMERTREES AVE 8'-W � "NO PARKING"
®r
CG-12 35' PRVATE RNV
,
(TYP) rL 20' . TYP. •.•.',:•' '
32' w/ AN (TYP) T ( ) CG-12 ` \ / 6
S
25'MAXIMUM SA ��' ,:•','••; / /
MHS ll R25' SETBACK
TOP=697 00' _ "o 641
INV 1N=689.95'4"PVC
co
INV. OUT=689.8318"PVC l/� // '4�<��'
8 ROAD SIGN ' W
l / / (V� Q /�� I "STOP" •r.. _ \ C
/ QV ' yh� / I SIGN R1-1 AN "STOP"
NO PARKING". I \ 5'S16 SIGN R7-1 ®T
LOT: 40 20' LOT: 13 SIGN LOT: 14 LOT: II LOT: 16 I LOT: 17 I f •9 S
4948 SF I
0/ / I 2406 SF 1696 $F 1196 SF 1609 SF 1591 5F 111151 SF' LOT: 19 LO 2T 0
16' (TYP.) j W >> I (ADU) I 1579 SF I 2113 SF \
CC ' •• I \
Z i6 (TYP.) (ADU) LOT: 21 \
25'MAXIMUM g Q 1 �.•.. ��.•,,•••._,, ::. `.•: ;'.• I 21655F LOT: 22 \
SETBACK (TYP. O , '�" 1N '••' , l ' ' I \ '
/ LOT: 41 a 1 ".' • •: , . •., I / 1584 5� LOT: 23 \
��.,•,
/ 3286 SF • .': .' '•„ I 1187 5F I 9' (TYP.)
N R25' �-T ® : '- . • (ADu) LOT: z4 \
':• I �� ,,•'. ;:•••. 17055E
.�•. �•'.••:•.•, „. LOT: 25
"STOP" ENSIGN ST,( :''••.', 1308 SF LOT: 26
(ADU
ROAD SIGN SIGN Ri-1 23' PRIVATE ALLEY RNV ) 2462 SF
SAN ► SAN CG-9B (TYP. FOR c ' ••:' I 6' PLANTING STRIP (TYP.)
LOT: 42 ALL DRIVEWAYS) \' • :•' : • •
/ 3480 5F . • .! Iq ROAD SIGN n 5' SIDEWALK (TYP.)
/ � � • �: ;:, . r sq N "NO PARKING"
/ :,•:•'•:./.:' ._,� I �,'•'.,'•' N I SIGN R7-1
"NO PARKING" - ' • ••' • .
SIG R7-1
L020' / I I I �r: .,: ,r ':.. ,:.• \ I
1..
/ 3648 SF Z I
/ I LOT: 31
LOT: 30
LOT: 29 I I 2266 5F LOT: 32 / R25'
LOT: 27 LOT: 28 I 1557 SF z0=4 SF / 1594 SF I / ' • • ' •' S
1619 5F / LOT: 33 • , • AN
SETBACK 2991 SF 1603 SF / // ' • :', :: •:' • .', 25' LOT: 44
/ (TYP)
4950 SF � � I I � 1618 SF LOT: 35
I \ 23505E / •':•:.'' ,
R 5'
• i �
LOT: 36
2106 5
LOT: 3716 /
77SF
------------------------- LOT:38 "STOP"
u " — --� ��� °\• / �754 SF /SIGN RI-1
c D ROAD MA MS 25' MAXIMUM — 12 • yy \� \ ' \ LOT: 39
GOLF DRIV1$�ANDgRp 4 Z) SETBACK (TYP.) �® \ 4612 5F
$ VARIABLE WIDTH PUBLIC l3/(iH l -CJl -WAY � 12' W
c 72„ W 12„
�— DB 3442 PG 188-190 (PLAT) Iv ° w\ \ \ ° NO PARKING 12" 1®9-4038 (D eG 704 Ep/1:ATAIV)— — — \ d:
SIGN R7-1 p
o �2•• \ \
\ /// \
J �y/// �N \5' SETBACK
a
R 5'
SIGNORI-1
q
PARKING
STRIPING
J \ ' /i i / '/'/ �� \ ROAD SIGN
MILL&OVERLAY
TIE TO EXISTING NEW
ON
EXISTING ADJACENT SIDES OF
.°i \ 7 /' /,'/' / BOTHENTRANCE
PROPERTYL/NES
NEW
s AI
SCALE 1 "=30' II
n a
5
0 30' 60' ® 0000
I
O00 � III
/J
®]
SIDEWALK & CG-6
2 ON BOTH SIDES OF NEW
ENTRANCE
LEGEND:
-�;ALT(1 op
CONCRETE SIDEWALK
O L
��rl
0
U JEREMY L. FOX y
HEAVY DUTY ASPHALT
Lie. No. 60786
03/ 08/ 2023
LIGHT DUTY ASPHALT
tFS
SIONAL �
MILL & OVERLAY
NOTE. REFER TO CG-9B DETAIL FOR
ALTERNATE CONCRETE SECTION
m E
u
M C
> E
W �
z
K¢ W r
L
� s
Z
w— m Hv1
O
�
O
o WN4 dV
UW M a
7 }F
3: J Q W Z
9 cc p =O
ut= vN Z V
BLOCK 6A cr a' LD^ O w
MARCH MOUNTAIN c N > a
PROPERTIES, LLC
�� L L
MLn
a�
m� Of
to
of
O
x
L�
M
F N
aU O O
O
n DATE
0 0810112022
} DRAWN BY
J. FOX
• DESIGNED BY
. R. van Niekerk
• CHECKED BY
• J. FOX
SCALE
• 1 "=30'
0
UQ
O Q Z
LLJ
m
J Q
LL
Q}
~ Q
Z
=) J
O
U
0 z 0
O —
O
� JOB NO.
49639.002
0 SHEET NO.
o C4.0
c
a
c
0
m
0
3
a
O
ox
nW
�N
00
a2
6
c
mw
E
� h
m
a11
O
c
� w
Z
Z m
O2
X
w
o$
� 0
e'
n
w c
0 o
2
� h
m 0
E
c
0 m
06
2
'0 a
0
m o
m
2
�N
�o
C 0
s. E
m 00
t=
� E
L
loig
4l � 'v O II 11
u I
II
II I
L2"
II I &0 41joI I
II
o 0 I I
ll e w I °p I
--8"IIN-----8"W-- y
MHS ASHLAR AVENUE I Z MHS MHS
TOP=688.45' II 1111 - -- -- H�ARTABEE-W0TRPVBL7C-RlGM-0F�PAT--��--- - — - -TOP=687.82 - - ----TYiP--68�2'-
INV. 1N=684.22' 3" PVC LAT.(SW) II I I DB 4556 PG 173-179 INV 1N=678.29' 8" PVC INV. 1N=679.35' 4"PVC
INV. 1N=684.08' 8"PVC II
I - I I I INV. OUT=67772' 8"PVC INV. OUT=679.06' 8" PVC
®]
II
I I TIE TO EXISTING 12" DIP STUB.
12"XI2" TS&V. 22.5° BEND.
CONTRACTOR TO DIG TEST PIT TO
VERIFY DEPTH
LEGEND:
CONCRETE SIDEWALK
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
MILL & OVERLAY
0
�ALTH pF
Dr
�0�
J FREMY L. FOX y
Lic. No. 60786
03/ 08/ 2023
INV. OUT=684.04' 8"PVC II
If
0 o
-----------------
—SANE
�— — — — ni— — — — AN .., I � —
CONNECT TO EX ACSA SANI " r ° °1 E
I I I MANHOLE (OIdTrVI 19-5) •:' H ur > 3
I-
I I F----------------------------------------------J ww3
1 < •,: ----I a u-
LL
o 3 ul
ww o `m ti z
� II 1
z I 1W
_t m w
II I 1 ¢gym z
w
w — O
I I Z W y m V
r
Ae
a i so CC, Q
II I 1 1 3C�x w z
I
0 O
II — II I I
=c> u 0
BLOCK
~ H a -MAR MOUNTAIN ui
I r PROPERTIES, LLC ILu uj
I I I I l 0 w w �
II I I I I I I 8" SAN. SSWR =
O
aI II I o-
TOP=695.50' II I J1I IiII D
"PVCINV. IN=687.41'88"4" WRARAL (TYP.)PVCO*AA�TTOINSTALLINV. OUT=687.23'C 2 x
Iq PV TURN- PIPE I c I / �Uv W N
8"x8" TEE & GV. TIE TO EXIST! G 114 .�y U O
8" DIP WATERLIN I III I .':•:'••: I I I a = Q
CONTRACTOR TO DIG TEST PI I ` ��' ' '"' J I • / / ZO O
TO VERIFY DEPTH I Tom,' • ' I ,y
. / N r. • (A DATE
$ W$r'W g'w 1z^ CL 5z o
9 08/01/2022
SAN8 WATERLINE } DRAWN BY \ � 4 a
J. FOX
MHS
TOP=69700' ^p� VV tS DESIGNED BY
INV. 1N=689.95'4"PVC r e a °.
INV. OUT=689.83' 8" PVC K / l% l / �i SA �� • R. van Niekerk
/ / / /� QU' I d • CHECKED BY
A FHA, 12" x 6" TEE
wv h``� � a • J. FOX
eQ) ro I I I \ • SCALE Q X 8" TEE • 1"=30'
cb
i,
I I I z
I �
6
SAN SA
a
�1 qN
: 1 ` ^
\ VJ
/ 8" SAN. Sc SAN 8" SAN. SSWR
1
-
2 / 4" SSWR LATERAL. (TYP.) / - -- 4'.' . , . 3 i
CONTRACTOR
CC PVC TURN -UP PIP .'' s / I U Q
/ It !
T I
A -
3 /
Q
c GOLF DRIVE — — 12" W — 100' WPO LL
o O
72„W VARIABLE WIDTH PUBLIC RIGHT-OF-WAY 12' BUFFER
a J
i �— — — — — DB 3442 PG 188-190 (PLAT) _ 12„ Iy o �2 It' 1 1 z
/2' !®8-403BPG 704 6poLC4Ti�Ad�—
\ O
o /2-•� U
7 / / /// `\ DOMESTIC 1
WATER SERVICE N Q
] CONNECT FHA TO EXISTING 8" DIP STUB AT
VALVE. CONTRACTOR TO DIG TEST PIT TO
t VERIFY DEPTH
]
s
EXISTING ADJACENT \ ��
--->�—---------^---------------------------------------I
PROPERTYLINES v2.•���` / ` JI
n
BEND. T! —
II EXISTING 8" DIP STUB AT
VALVE. CONTRACTOR TO JOB NO.
)j
/ DIG TEST PIT TO VERIFY �
SCALE 1"=30' ` / I11 II DEPV 49639.002
0 30' 60' ® o0o III SHEET No.
C4.1
n
—x 0 o
4l � O 11 1 I
u 1
11 II o
ll
ll �B"w 1 0 ® p p I
II �, 1111 _-8"W-----8"W--- I� II
— — 8" IlN — — — — — 8" !— W— J I I I
MHS �I - _ _ �I I ASHLAR AVENUE I I Z MHS MHS I
TOP=688.45' II 1111 - -- -- H�ARTABCE�V07RF PUBL7C-RlGF7T=0F�PAY--��--- - — - -TOP=687.82
INV. 1N=684.22' 3" PVC LAT. (SW) 11 I I DB 4556 PG 173-179 /NV 1N=678.29' 8" PVC INV. 1N=679.35' 4"PVC
INV. 1N=684.08' 8"PVC 11 ---- I INV. OUT=67772'8"PVC INV. OUT=679.06'8"PVC
INV. OUT=684.04' 8" PVC II I ---
II ro
s
I -- --
11 l I S SAN 8nl-
- AN,
I I F--Ljl ---
t i
I1 15' PRIVATE
n jj j LANDSCAPING
z I 1 EASEMENT
II I I 1
I I �
S
I �
a a
SCALE VI
0 30' 60'
LEGEND
�ALTH 0
0 Lr�A
E]ACSA SANITARY SEWER EASEMENT
J0
.I FREMY L. FOX y
Lic. No. 60786
ASCA UTILITY EASEMENT
03/ 08/ 2023,
ElASCA WATER EASEMENT
0
��SSIONALGti
® PUBLIC STORM EASEMENT
M E
0
PRIVATE STORM EASEMENT
®
o 0
rNv
> E
W a E
y
—
U 3
a
LL
W
o N ^
C W t mco
Z
W
QJV
Z
a>oN
0
Ul N v
W
a
V
Z ) m
V
U l x
(n
Z
J � o¢
0
Z)
=�
_ C
Z
0
V
BLOCK 6A
E
= ¢' m
w
MARCH MOUNTAIN
~ o N
;
a
PROPERTIES, LLC
N
Lu
W
M
O W
W
� H
�
I
N
0
2
D
0
O
H
p
W
fM
N
W
p
2
Q
W
00
Q
M
Z
O
p
DATE
N
M
0810112022
O
DRAWN
BY
}
J.
FOX
• DESIGNED BY
• R.van Niekerk
• CHECKED BY
• J. FOX
SCALE
• 1"=30'
N
� z
U;a
O
w�-
J
a Z
m 2: W
m 2
J a W
o W < W
z
0
o 06
U
0 O
J
O
� I
EXISTING ADJACENT ------------------^---------------------------------------I
PROPERTEL/NES
II
11
4II JOB NO.
'11 a 49639.002
11
® HEET NO.
r0000'go,
I S C4.2
I
I
VAN ACSA UTILTY
IEASEMENT
NOTE: THIS SHEET IS PROVIDED FOR
INFORMATION ONLY TO ENHANCE
CLARITY OF EASEMENT AND
PROPERTY LINES. THIS PLAN IS NOT
INTENDED TO BE A PLAT. SEPARATE
SUBDIVISION AND EASEMENT PLATS
WILL BE SUBMITTED FOR APPROVAL
AT A LATER TIME AND FOR USE IN
RECORDATION.
o
{ Z I I 1 N.
\ 1 1 DRAINAGE NOTE:
ALL ROOF DRAINS MUST TIE INTO STORM SYSTEM / ;11.T11 07, G
\O _ / / O
� - - - - _ - I U 7EREMY L. FOX y
/ I Lie. No. 60786
Ig„w _ _ r o \ 686 \ / ♦ \ ' - - - - \ - o _ I "C+(+ 03/ 08/ 2023 Q�t
_===688 -\\ I -�\687_—BW-----8"W1�r—ev><—,��—a„Iv
F l
\ - _ _ ASHLAR AVENUE 1 / / 0 1 SIONAL
690 \ 1 / - - - - - /----------- ----ARTAFEFV ITTRTVK7C-RlGFTrQF-VPAY------------- ----- ----- `----------- ----- o --- - \
------- D84556PG173-179 687 ---_`` _ — — — \ I
till �\ 686 — 1
/i- -\ TC \ MH -2 E
-687
- - _ W v E
-- -_- 688- - _ — _ / J �L9 /- / __-_ - -_ -_- `- Q ~LU 0; 3
o u)
Lu
\692 - \\ \ 60.68' �//� -// `� \ \ \\ wu0i O �
o� --------693 - �°^ N /�-\, I \ rnp dy NN a O
_� \ 30 �X U
I I 1 �
LU
691 I _`�`- �/ 1I ---694 \ \\ a \ \ ` // / /� /'/ _ sus 9 VLL ❑ O
692 / `1 ; �� /' / BLOCK6A a D O Ir
1 ..
689 i II \\ MARCH MOUNTAIN g nrn > o
9 /Lu
j 1 �. o� I / PROPERTIES, LLC v w Lu
/� \ I av Ln
Lu
vi
l / �
LOT:1 LOT:2 \\ LOT:3 \\ LOT:4 \\ I 1� I 1 / \ // // ....
4785 SF 3373 SF \ 3232 SF \4031 SF LO ' 5 LOT: 6 I .1 I 1 1 / / — \ m
/ 6, \ 366tSF 2937 SF LOT:7 / I
\ \ \ \ \ `00 \ / \ 2903 SF \ LOT: 8 I 03 `• / ' / / p
\ `44.725F 1 / N N / ' If \ I =
IN F-
\ \ 1 I \ \ \ \ LOT: 9 LOT: 10 I 1 . \ 93 / / - - T - - - - ❑ Lu N
\ \ o v ` \ \ = 4494 SF 3323 SF \ 1 \ / / 1 / / / / .6 f0' \ .> OJ N
LOT: 11 1 \ I g I F
1 o o sSO \ 3483 SF I • I _ I U ❑ O
1 1 a ' \ a \ \ a \ I \ LOTSi24 O
1 01 / \ o \ I \\ 5591 SF \ \ �cn a/' /' If /' / 1 // � DATE
I C1 TC ` N \ \ ` \ 8„ o \ \ 6 / _ ,., ( / I / 0810112022
v1 TC 695.30' \ \ \ w y ( 0 93 / \ / / 1 O
Ocfl �j \ ` / } DRAWN BY
\ 695.22' 136 r 120 / 9 \ TC I 114
\ I TC S _ 117 L \ v - - - -
\1 \ 695.64' 135 119 �94.8 \ SAN o�= - h / M � _ l j I \ / - ' 1 J. FOX
\\ 1 1 I
Q / �693.84' \ / 1 -' 1 DESIGNED BY
SA
\ I \ '� - \ \ . R. van Niekerk
v \ \ 696 18 1 °\.. O 113 8„w I)
v� co0 6'� \ I \I ' I I AN TC • 1 / / / /' 1\ • CHECKED BY
/ �� h� I TC �`� 693.35 I r / / / / ` 1 I • J. FOX
696.19' 696.11C' , I / I \�� \ \ 92 / \ 4 I / /\ \\ 11 SCALE
LOT LOT-
9� \ / I I '. •v S I I 1 •
\ \4948 F / 0 LOT: 13 /LOT: 14 LOT: 15 I LOT: 16 I LOt: 17 I LOT: 18 \ TC
15 2406 SF LOT- SF 1196 SF 1609 SF / \ \ •
1 15911 SF 1151 SF' LOT: 19 I \ LOT: 20 93 \ '? 693.62'
121 / / 1579 SF 12113 SF \ � � I / \ / ^ •
3 \ II c ,
\ LOT:21 ' `\ 105 1 rn \ \ 1 •
�94 2165 SF
LOT:221 / I \ / 1 •
I LOT: 41 I I I 'I1'� ' ' 1 °- 1584 5F
\ 3286 SF1187 SF
o f I LOT: 23
LOT: 24
-2.53% \ ao , / _ \ \ 1705 SF LOT: 25
691 (/ ^ �g \ 1308 SF LOT: 26 TIC
2462 SF 894.0T
/ ` \ LOT: 42 \ 122 1 l \_ / / 691
3480 SF of +
/ OJ o 0 o �\
124
LOT' 4;
l\ 3648SF O
g$ 1 LOT: 28 I \ILOT: 29 I LOT: 30 2266 SF / LOTI 32 LOT: 31' LOT: 27 I 57 SF 2044 SF \ 1594 SF I TC 6 / / \ ' N
2�91 SF 1619 SF \ / LOT: 33 /
1603 SF
/ LOT: 44 _ I 1\ 6, 'p CO LOT: 34 693 /
c 4950 SF rn 126 9 ) / 134 I I /
I J
/ N ss1. I
%U;w
= 1
/ 690 \ I\ \ 1 I
i_ _ _ _ \ \ ° y. ;, .•:i. i...° .r. _ _ LOT: 36 N O I \ \ \ \ I
O J Q
/\ 1675E �� / 90.62' // \\ I \\\ \\ 1\ M
/ ' I W Q
175ZSF-/ 1�0O I \ \ m
N \ - - d 1 /�� � - 00' WPO - S� LOT: 39 6 I 1LL
o _ GOLFORIVE \ \ �_�- I 11fY�� l �_ / ..;a'.. \ 4612SF \690 1 I \\ ' I \ O
i �-� l�R/ABLEWIDTH PUBLIC RIGHT -OF --WAY \ --�-�- \\ 1 / 1 BU / �• - ` !\ \ \ \ ( / \ \ 06
DB34PGTas r�o7�rA>�---- -- \ \ O �� .;. 689 \ 1 _ _ /' , \ �Q/
z DB 4038 PG 704 (DEDICATION) \ \ \ \ \ / -\ - \`:,, a \ \ \ l\ I �' / \1 L.L Z
\ \ \ \ o `�� \ �d / I \ O _
` ---� \ \ \ 1 \ f
H —
NN
\ \ ,' \ 205 \ \ \ \ \ . \ \ \ \ \ / 1 \ _ -698 - 1
\ \\ \ \\ \\ 201co
J\\\\ \ \ ��\I \\ `\ \ - O \ \\ \\ \ \ 1 \- \\--- -'i
\ \ ' \ \\ \ \ \\ \ N\ —'697 —
``� `\ \ \ \ \ \ \ \
02 \ \ \ \ _ -
- \ �\N \\�� \. \ �, 685.63 \ \ 20�L \\ \\ \\ \-` — -------696-
EX/ST/NG ADJACENT \ \ \ \ \ \ ` \ , 203 \ \ \ _ \ ` _ — —
YPROPERTYL/NES \\\ \ \\\�� \ \ \ \ l \ I\ \\ \ \�� �- \------__ —
D \\ \�\\ \ I-�-� ' / I I / /' 1 JOB NO.
SCALE 1"=30' N./ 1 I 49639.002
NN
0 30' 60, \\\ \\` \ 0� \\ \\\ \\I IN.\`. ; \\`, -----\ of SHEET
c
a
L
x
\ ,NLTH 0
LEGEND O FLrc
43
\o
AREA C O IFREMY L. FOX >
STR # Lic. No. 60786
•00 03/ 08/ 2023 ¢
687 _ _ -
{� _===688 -.\ -686-----------
ASHLARAVENUE --------- -- ZONAL
C JSv� 690----- --- --�ARTA=VVIIT R-PUBL7C-RlGM-OF�PAY'---------- � - - - - - - ` - --- ��o ---- �/ -----' ------ DB4556PG173-179 687 ___-\-- 0.16 0.78 �>_. . . >_. ,:.„-- o -
_686 - -� \ 102 MH -2 - 4
_
06
\ - -- -687 / --- / ---- ------ -- > E
I --- ----- 687 -- -i---' �-- ------ -'-__----- T02 +�, �� _--_- --- w wy
\ ---_ - - - --- _-_ ---_-- 688- _------__ ----- iw N 3
-689 _,------ - - \ 1 8---------'- aLL o 3 ul
e_
-\ ` I `x♦ ' (' i coV a �- __- /+
0.15 m
693 �^O- 689------ -------w�
_-694 \ 1 !� �� //++ /'/ ' aCC u?� p Z)
Ln= CA
/ 689 I I // \ I I i ---�/ _�' /l ' ++ BLOCK6A �U c ! a
69 +�+ MARCH MOUNTAIN o rn ..
PROPERTIES, LLC a M Lu Lu uWi
/ \
I r �/
I \ 10
♦ vi
\ 120*V, 0.16 0.90
114 1 0
h- \I \ I '69j .46 0.35 o°'ry 1' /
6y ..` 0.16 0.90 / as // 11 .= 11 ,' / ,69_ ¢ m
\ \ \ 1 o _ /
♦ a r 114 - 694 - / z o
0.35 0.72 \ ` II \ _ \ Icn '� / I II ; DATE
0810112022
�ss ss a�as
ssss
1\ \ 136 9i31 120 �/ g95 +\� i _ OyU.
\ , 116
0.11 0.68 N ,\ U.32
..e
696/\ 136 N \ 18 116 ter, aaaaa d.1 % `-\ i
/ - I Ov a
ho I I aaa
/ Q 92as a ♦ /
DRAWN BY
/
- ' J. FOX
/
N • DESIGNED BY
N
- ` , N • R.van Niekerk
� ' � • CHECKED BY
/
N • J. FOX
0.15 0.90 /\ \ \ • SCALE
\ \\ �i94
0.05 0.76
\ l 10
6
� 116 /
CL
0.20 090 \ 1zz `\ 1 r- ���1�a+ 0.20 0.68
0.17 0.68
112
fl" 122 \ I °� 1\ N 1 T f I 0.04 0.80
cos /
I \ /
0.08 0 90
24 I o 1 \ 0.13 0.72 s N 132
o > 1 1 II 1
e i / / II 126 69s I `O 1 12* 693 134 134
' h 1 y % I N W
\ .______ 690 / 1. \ 1.55 0.35 \ U < Q
n 0.01 0.90 ate, :;' o ' - f I \ 204 LL
"i a: o \
�tP 'O�J . ,' o� .ter. _ / 0.16 0.79 \ \ \ \ O J z
/s 206 \ \ J a
I134*
/ / to I J
0
---r---L _ / �q 1 \
\ \-t-a_ I I �--- oo'WPO - ' g83 ` 6 p 1 I I \ ILL
L \ GOLFDRIVE \ \ �- \ I I I �_ \ \690 \ I I H� O
3>�ABLE WIDTH PUBLIC RIGHT-OF-WAY BUFFE / - �\ ♦ \ / / \ W
' DB 34-47-PG-188=f90jPL7fiT%-
z DB 4038 PG 704 (DEDICATION) \ \ \ \ \ - - \ \ 6 d \ \ \ - \ ' / l Z
LI
CC
1% \ z
O - \ vJ
3 l /" _ - _- - �685 \ \ e.,...:. ` 6871z co\\
- \ o
00
EX-2 � '. \ \ \ `00 \
` \ \ \ \ \ \
``f40,
\\ \ \\\ 1
\
02
EXISTING ADJACENT
PROPERTYLINES � \` \ \ \ \` ` \� \ ��� , ` \ ` \ \ � \ \ � \
JOB NO.
SCALE 1"=30' 49639.002
0 30' 60' `\\\\`\ \ \ o I \\ \ \\ ' \ SHEET NO.
��DO1� `` I \\\ ------ o
C5.1
i
I
2
2
N
No
nL
700
r- w
O N
rn
00 00
O c) (O
H
°OD (D 0
=O
(oZ Z
0ZZZ
M
0
u')M
m
E M 0)
L c) N
F v � (p
M O r
O? io N
CLo
uo Lo
0rM0 u9 M
co
Lo 0 0
�+M M ~
mr00)W aMD F
g�ccooz z 0
C)0co
(DZ_ Z_ 0
~OZ
,Faa >
Z Z
�U)F---
�UFzzz
c
M 0) 1O
ce) O
0 o
r
NNO)Q) W N r
N o (O (o (O N O) o
It �++("ooH M+NF
��0ZZ0 p�(Oo0
Q CL d
Ou)r-ZZZ 0Z
O
m �o
u') co cHo
(OED 0corf}Nrn�°0MNMrnco (o Z)p�0z O
(° Z Z O o o > >
oFp» > �U)P z
ZZz 1 700
(STING
PROPOSED
BADE
GRADE
695
695
690
—
— — _ — —
690
4.2'
O
109
107
45.36 OF
685
8.55' OF
111 685
35.37' OF
101.
9' OF
15" HOPE 1.00%
@
103
1.5' 18"
DPE
@ 0.75%
15" HOPE
101
51.29 OF
@
55%
SANITARY
@ 0.75%
40.74' OF
24" HDPE
CROSSING
1.5'
24" HDPE
@ 0 62°k
SANITARY
680
°
680
SANI
[CONNECT
RY CROSSIN
T EXISTING
MANHOLE.
24" HOPE IN OUT = 682.94
675
.
675
o
L() m
�n
�n
P
h
ti
h
h
N
�°No ��
a)(oo
a(rri
IN
rna,
�m
rn�
(Z
�a^o
0)
0
N
M ko
�i
M r
N
N to
0
0
0)
0
0)
0
0)
0
0)
0
0
0)
0
0)
0
m
0
m
0
9+50
10+00 11+00 +S+14+00
STORM STR EX-1 TO STR PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
O
O M �
0 C,
QMuyN W
0u) CD0
2 ++ 0 0
2 coZZO
0�0>> >
�U)FZ Z Z
7ns
M
u7 �_
V
N 0 V W
N N (O
0) 0 F
�coZ0
EL—
�0Z Z
m
2
~ co
cn (M
O'7Nr °r0
UNM I-- coM+�cOp F
OZ 00
F Q > >
1oFz z
n 0)
cn uj
N_(M I
Oo6 r of
Q W o 000 �00 O) o
p�oZ co co ED
02,oZZ 0
66Q0> >6Qa» >
HO NHO
1U) Z,U)f- Z
J N
n�(o co
oNNco
+
o0 r0
6 v�o
Qo
U�z
695
695
(STING
BADE
690
690
�I
GRADE
685
I 685
127
26A8' OF
12" HOPE
@ 1.52°io
680
680
675
1 675
670
670
00
0
ca 0 2
04
L M O) 1 OL
cm _
F 0 7 u, H
u� (n rn
4 co
U-) u) o
ma co C7M co M11: °n'm
N } O)co M H M+OH
0c)0ZZ0 C1,00
NOH0>>> (o<
700 �oFzzz �V)H? too
695
695
PROPOSED
GRADE
EXISTING
GRADE
690
690
685
— —
685
680
680
[S3.7'
ANITARY
CROSSING
29
675
675
24" HOPE
@ 0.77
/o
670
1
670
v�
as
rn�
�
0) (D
o
o
0
0)
0
9+50 10+00 11+00
STORM STR 102 TO STR 130 PROFILE
15+00 ,5+50
STORM +STR EX50 -1 00 1 1 TO STR 128PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
N_
O
Qcn(O(00 N
C7+0,M F 1�L6
O�OZ 00
L
N ��z z ('M7 u')
N `
uj
N
:7 N O
N N tq C N
0) r y V a N
Q �(D- coomt Wo
M ���F_ +u')H
0 Z)N io 0) Z)
o1Z 0,�00
N HO»NFO>
NU) Z Z14(n0z 7n5
700
700
PROPOSED
GRADE
EXISTING
695
GRADE
i —
— —
—
695
---
---
—
125
690
`
_---
/
3OF
8.5Y
690
123
iZIHDPh
1
1
.HDPE
@ 0.98%
�AF:Ar
r117
9 p
8
5" HOPE 1
OF 15, HOP
0.73%
o
0.65 /o
.5'
144.66
113
15" HOPE
@ 2.54
°
685
7'
OF
1.6'
685
24" HOPE
S
NITARY
@ 0.6
%
115-1
CROSSING
35.92'OF
18" HOPE
SANITARY
@ 0.53%
CROSSING
680
680
m
��
m N-4
CAS
0 O
Wo
O O
��
(A ^
Z%Lq
0)
�(A
(n
MNV
M ee��
0)O
o
�N
r (cj
O)N
0 ((j
W(o
M
�V
�(vj
�N
��
��
��
�(V
�V
buy
Wtl]
Wr
(9^
rn
0
rn
0
0
0
0
0
m
0
CD
0
m
(o
m
o
CD
0
m
0
m
0
rn
0
9+50 10+00
11+00 12+00 13+00 14+00
STORM STR 104 TO STR 126 PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
71n
0)
04M
oi
00 0) (00
N o 0
o Z Z 0
0
Z Z Z
0
Q ce) co ED
M + u')
c O co
a0
Q
MU)Oz 71n
705
705
PROPOSED
GRADE
700
700
EXISTING
GRADE
695
695
690
690
135
39.89' OF
15" HOPE
@ 0.75%
685
685
a
O
2
u')
CD
0
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
ca O
O 0O
M_
omo
(n
vopu�'n
°oo oT7r�ou?(o
NcnPam
co (o
O+M(00
000
(00 cmc,0Z
Z 0 C1�00
(L iiQo_
z z z
695
� _
m~ _ Z 695
PROPOSED
GRADE
EXISTING
GRADE
690
—44r,
690
685
131
685
18" HDPE
@ 0.60%
680
680
675
675
h
h
�d
90
co
0
CD
M cO
ce) 0
o
O o 0 0
ON O) q W
+ N co W H
2 c, co 0
M�ozz0
66 » >
OP co
Q M P_ 0
M + H
�o0)o
a0
695 U) z 695
PROPOSED
GRADE
EXISTING
GRADE
690
690
133
685
33.58 OF
685
@ 0.65%
680
680
675
1 675
h
cod
u;
0)
o
9+50 10+00 11+00
STORM STR 108 TO STR 134 PROFIL
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
9+50 10+00 11+00
STORM STR 106 TO STR 132 PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
O N
0
r
O
N cq W
(Do o
M M H
(o Z O
EL-
0z z
a)
(7
L
m _
U M
L 0
U
0
C 0)
co
m�M(o0
N00
o 0
d O
N(~nQZ Rqn
EXISTING
GRADE
J
685
685
PROPOSED
GRADE
680
680
21
II
83 45'
NOF
F
PE
15" HOPE
15@
@ 0.9
% 1
Bel.
675
675
(o
a
m
�ui
�v
�rn
��
��
��
0
0
0
O
M (00
°r0 ~
o
o
O O
>
F Z
n iu
oo� $ I^.
D000 Co
L6 co
CID
C'N 00 Z z
wrn�Z 2 2
Rqn
'8•Til
PROPOSED
GRADE
EXISTING
GRADE
685
685
ti05
yl
680
0,cOF , 680
6
675
675
(o
00
uul
�It
0
9+50 10+00 11+00 11+50 9+50 10+00 11+00
STORM STR EX-2 TO STR 204 STORM STR EX-2 TO STR 206
HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5 VERT SCALE: 1 "=5
15+00 16+00 16+50 9+50 10+00 11+00
STORM STR 120 TO STR 136 PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
0 50
PROFILE SCALE
077
G
JEREMY L. FOX y
Lie. No. 60786
W 08/ 2023,
`sIONAl.Cl
V)
0
0
x
L9
m
2
w
x
z
O
Ix
Z)
0
Z
O
f
f
z
O
a
u
U
uj
W
❑
z
O
U)
>
w
F
DATE
0810112022
DRAWN BY
J. FOX
DESIGNED BY
R.van Niekerk
CHECKED BY
J. FOX
SCALE
H: 1 " = 50'
V. 1 " = 5'
N
w
U;�
O
LLT
Jct�
LL
Z
JcoJ
Q
w
I --I
LL
p
w
1�
2
O
O
J
O
L
H
JOB NO
9639.
SHEET NO.
C6.0
INV IN 680.15 (1-2)
INV OUT 679.95 (EX-1)
STA 10+00.00
TOP 689.78
INV IN 679.16 (EX-1)
INV OUT 679.06 (EX)
Inn
STA 131(2-3)
TOP
INV IN 683.2
INV IN 682.7INV OUT 682.4
STA 14+14.94 3
TOP 690.82
INV IN 683.95 (3-4)
INV OUT 683.75 (2-3)
STA 15+14.24 4
TOP 692.33
INV IN 685.14 (4-5)
INV OUT 684.94 (3-4)
STA 16+20.35 5
TOP 693.92
INV IN 687.04 (5-6)
INV OUT 686.20 (4-5)
INV OUT 689.88 (6-7)
STA 18+10.49 6
TOP 696.98
INV IN 689.14 (6-7)
INV OUT 688.94 (5-6)
7nn
XISTING
GRADE
PROPOSE
-
695
i -
695
TORM
CROSSING
-
STORM-
690
- -fCROS
CROSSING
_
1.5
690
STORM
FINIGV
6CROSSING
5-6
74.3
'OF
VC
1.5'
90.14' OF
W
1
00%
�-
W. PVC
685
o
685
3 q
106.11' OF
I
�-
99.30' OF
g" PVC
3.7'
2-3
03.18' OF
g" PVC
@ 1.00%
8., PVC
@
680
1
%
680
_1
8" E
IP
78.65 OF
@ 1.
0%
8" PVC,
@ 1.0
%
675
675
670
670
665
665
N
CO
Cl)
0
0
0
0)
f-
u')
00
of
N
O
LO
0
LO
7
O
-
M
u')
(0
O
of
V
0)
of
0i
o0
O
0)
(1i
0)
0)
0)
0)
O
rn
O
rn
O
0)
O
0)
O
m
O
m
0)
M
0)
M
rn
7
rn
LO
W
O
O
0
co
co
O
O
O
O
O
co
O
O
O
O
O
0
w
9+50 10+00 „+Oo 12+00 1
00
S
SANITARY
SEWER
STR
EX
STR
TO STR
7
PROFILE
2
INV IN 683.23 (2-8)
INV IN 682.72 (2-3)
INV OUT 682.48 (1-2)
r1ay
STA 12+54.51 8
TOP 691.48
INV IN 686.89 (8-9)
INV OUT 685.77 (2-8)
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
STA 1P+45
O4
T695.INV OUT 688.79 (8-9)
7nF
700
700
PROPOSED
GRADE
EXISTING
695
GRADE
695
-
J
690
S T _RM
- - -
J
690
CROSSING
4'
CR
SSING
116"
8
9
j9O.Eiv
OF
685
g" S
R26
685
2
254.51' OF
8" SDR26
@ 1.00%
680
680
675
1
675
670
670
h
h
a
C
(h
(h
h
N
0)
N 0)
0 O)
CO
°0 0)
M 00
O) 0)
00
7 0)
M 4)
(O
r
N
N
Cp
M Cp
ri Cp
pi (O
Cp
Cp
Cp
N Cp
CO
Lo
0)
(0
0)
(o
0)
(0
0
0
CD
0
0)
0
0)
(o
rn
(o
0)
(0
9+50 10+00 11+00 12+00 13+00 14+00
SANITARY SEWER STR 2 TO STR 9 PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1"=5
15+00
17+00
18+00
19+00 19+50
SANITARY STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
EX
689.78
10.74'
48" Manhole
1
689.49
9.54'
48" Manhole
2
693.19
10.71'
48" Manhole
3
690.82
7.07'
48" Manhole
4
692.33
7.39'
48" Manhole
5
693.92
7.72'
48" Manhole
6
696.98
8.04'
48" Manhole
7
698.43
8.55'
48" Manhole
8
691.48
5.70'
48" Manhole
9
695.47
6.68'
48" Manhole
SANITARY PIPE TABLE
PIPE #
DIA
FROM -TO
UPSTREAM
DOWNSTREAMINVERT INVERT
SLOPE
LENGTH
DESCRIPTION
EX
8"
EX -
679.06
678.79
1.00%
26.53 LF
8 inch PVC
EX-1
8"
1 - EX
679.95
679.16
1.00%
78.65 LF
8 inch PVC
1-2
8"
2-1
682.48
680.15
1.00%
233.10 LF
8 inch PVC
2-3
8"
3-2
683.75
682.72
1.00%
103.18 LF
8 inch PVC
2-8
8"
8-2
685.77
683.23
1.00%
254.51 LF
8 inch PVC
3-4
8"
4-3
684.94
683.95
1.00%
99.30 LF
8 inch PVC
4-5
8"
5-4
686.20
685.14
1.00%
106.11 LF
8 inch PVC
5-6
8"
6-5
688.94
687.04
1.00%
190.14 LF
8 inch PVC
6-7
8"
7-6
689.88
689.14
1.00%
74.32 LF
8 inch PVC
8-9
8"
9-8
688.79
686.89
1.00%
190.55 LF
8 inch PVC
0 50
PROFILE SCALE
JEREMY L. FOX �
Lic. No. 60786
W 08/ 2023
M E
O 0
U
N Vi
N 0
Q > E E
w °1 E
LL o 3
LL.
w 0 m6
<Lu tM
d j Voo
J -
>
N
U W N
v
X
0Q �v
= N N
F U Q
�Lri
0)
S N
� M
d �
am
O
oc
f
E
H
zZ
z w
O_
H E
a O
V
u
U
Lu z
w Z)
Q O
Z V
O C�
w
a
> p
w w
O
w
w
F
Q
p
DATE
0810112022
DRAWN BY
1. FOX
DESIGNED BY
R.van Niekerk
CHECKED BY
1. FOX
SCALE
H: 1" = 50'
V:1"=5'
N
U
O
MJ
W
J
O
w
CO
J
Q
LL
}O
Z
O
U
JOB NO.
W s
U)
w
J
IZ
I..L
>w
w
Q
Z
Q
U)
L
SHEET NO.
C6.1
SALT$ 0p
al
1
JEREMY L. FOXy
Lic. No. 60786
°� W 08/ 2023
o sVo AL O
700 700
M E
O O
U
N Vi
N C
> E
w vy
� U w 3:
a LL o 3 to
wa
O mom. Z
Qj VOMo Z w
w
K> N N a O
U W v M V
u
QZ F i M U
c d V) Q LU
L Z
a p
0Q o� O
Z V
=U �� O �
in (n d
i N >LU
p
M LLJ
O W W
ui
w
M
O
x
U
0
O
x
p M
W N
W
O
x ¢ cow
UQ M O
M
O O
in DATE
j 0810112022
O
} DRAWN BY
9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 J. FOX
8 INCH WATERMAIN DESIGNED BY
HORIZ SCALE: 1 "=50' •• R.van Niekerk
V E RT SCALE: 1 "=5
• CHECKED BY
• J. FOX
SCALE
H: 1" = 50'
695 695 •
V:1"=5' CL N
U)
UaJ
>—
a O LL
m
-
o J
m d
�u
a m w
J Q
o Z
z ui
ui
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50
12 INCH WATERMAIN PROFILE "
HORIZ SCALE: 1 "=50' Q
w VERT SCALE: 1 "=5
0
J
Oa
J_
F
6
d
06
m
0
N
0 5
of
m
�i
O
U
L
N
0
0 50
x PROFILE SCALE
V
0
m
F
p JOB NO.
N
49639.002
SHEET NO.
n
C6.2
EXISTING
695
PROPOSED
RADE
695
GRADE
—
— �
TORM SEWS
�
ROBBING
690
`
690
yyrr
J-
685
685
1.5'
680
680
675
675
670
670
�
v
�
�
u�i
o
m
u�i
u�
�
v
rn
ui
rn
v
rn
ri
rn
rn
rn
of
�
o
rn
rn
.
rn
m
m
m
m
m
co
m
m
m
m
EXISTING
GRADE
/
\
`
PROPOSED
690
✓
— — —
1
690
1'
5.T
3'
685
! —
685
CR
SSING
STORM
SEWER
CROSSING
ANITARY
SA
ITARY
EWER
S
R
ROBBING
680
680
3.75'
1.5'
675
675
s7o
s7o
if1
M
N
N
c"1
CO
�
M
O
1�
lq
O
lq
O
lf1
O
f�
O
co
1p
W
�
W
�
�
O
O)
�
W
W
O
O
O
co
co
O
O
O
O
O
O
co
L
710
H-
w
w
�Z
Z
U O
w O
o�
z�
uj
J
J UJ
U
U
z
00
9O�
ui
uj
ofH-
~ Z
O ? 710
O
M
O
u')
+
O
0
I I
II
>
aw
705 69
LH
LOW POINT S
A= 13+10.13
705
>
d
LOW POINT E
EV = 691.20
a.
v r-
PVI STA =
2+96.55
00
PVI ELEV
= 690.60
+ to
A.D.=
.13%
700
IIK
-
700
w
100'
VC
(1)
+
C-i
I
I
695
-
°
°
695
6% 1.57%
-�
U
U
Q.05° o
326% m
w
\
187%
HIGH
T STA = 10+92
04
r
MMA
<n vM
HIGH POINT
ELEV=69.62
n
--
,---
-'�-
-
690
IN
In
�+ PVI
TA = 11+18ul
ri +
\
-
v
690
I-.3
PVI
ELEV = 696.41
tO
rri rn
wA.D.
II
_ -4.82%
w
II
`+°
co
CC
II
>
K=31.09
w
wLL
150'VC
685
U
W -
ZZ
685
>a EL-
680
680
v
n
o
N
h
^
M
rn
h
R
O
O
O
9+50 10+00 11+00 12+00 13+00 14+00
SOMERTREES AVENUE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
H
W
w
15+00 15+50
700
>
LOW POINT STA = 15+78.02
w zz
uj w zz
LOW POINT ELEV = 685.67
U
Of U
PVI STA= 15+40.52
z
PVI ELEV = 686.41
w of
(w
A.D. = 2.31%
W
O
U Z
z�
W?
K=32.44
I I
700
O
ON
N O
O
O
aD
/ V V
cm(O
0
0
0 aO
0)�
0)O
W
II
II
II
u
II
II
> II
>
I
W
II
W
695
w ~
w
>
U
> N
a0 °'
695
as
W
cl
+co
as
-
1 70o,/0-
i
\
u
II
1 u
Q
n
>
J
^
690
2.00
\ -
- -
o
U
>
>
690
6.
m HIGH
PT STA = 1
+01.73
m
\
685
0)
ICHPOINTEL
_
0)
°l0
685
co
p+
r�i
+'
PVI STA 13+
3.98
co
II
II
PVI ELEV = 6
5.24
cO
II
II
A.D. _ -5.98
%
U
U
U
U
mm
K=25.08
ww
680
150' VC
680
675
675
(v
It)
N
�
�
M
VN
N
M�
l(')
D)�O
W
O
N
�
W
��
W W0
� W0
�
O �
co
p
O
�
�
�
�
O
9+50 10+00 11+00 12+00 13+00 14+00 15+00
ORION LANE PROFILE
wp
U)O
WO
F
p F
Z H
U w
Q W
J W
Z U
Z0�
Uw
m 0
gw
0w
H
W
OF-
H- Z
�F-
O Z
710
Z 710 710
o °D
r
606
'a'
cli
u
705 R
° > 705
O
0)�u')
H-
(nW
J
+
(00
��O
as
II
W II
>
�w~w
700 -
-U
700
CL
1 afi%
r
.00
-
695
°
695
V
690
690
h
m
rn
h
N
(h
R
R
Sri
(O
9+50 10+00 11+00 12+00 TOMBLAND STREET
HORIZ SCALE: 1 "=50'
VERT SCALE: V=5
LINE TABLE
LINE
LENGTH
BEARING
L1
119.93
N58032'50"E
L2
77.99
N62024'31"E
L3
170.12
N75012'12"E
L4
53.99
N27035'29' W
L5
105.39
N12°04'52"W
L6
16.27
N71021'58"E
L8
66.11
N5011'15"W
L9
156.80
N5011'15"W
L10
10.19
N18014'14"W
L11
43.28
N43052'42' W
12+50
710
00
705 p+
co
705
I I
11
W
FJ
cn
W
da
co orn
700
cs
rn +
co
CO
700
I I
11
W Q
n
J
H.
w U)
w
aaa
695
695
99
690
-
'-
r
- -
- -
690
685
r
685
(�
NO '010
hM
Opp
010
�0
7)
N C)((00
�r
�(O
%
U) p�
�M
a
�M
p�N
Q
O
O o
9+50 10+00 11+00 12+00 13+00
ENSIGN STREET
HORIZ SCALE: 1"=50'
VERT SCALE: V=5
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
Cl
500.00
33.70
16.85
3051'41"
N60°28'40"E
33.69
C2
496.50
70.40
35.26
8007'25"
N66028'13"E
70.34
C4
200.00
54.14
27.24
15030'37"
N19050'1 VW
53.98
C5
200.00
70.91
35.83
20018'50"
N64016'10"E
70.54
C6
360.00
220.74
113.97
35007'58"
N71040'43"E
217.30
C7
200.00
62.41
31.46
17052'44"
N80018'20"E
62.16
C8
470.00
107.05
53.76
13003'00"
N11042'45"W
106.82
C9
350.00
156.63
79.65
25038'28"
N31003'28"W
155.33
C10
103.06
62.26
32.11
34°36'49"
N21017'13"W
61.32
14+00 14+50
SCALE V=50'
0 50' 100'
L1
�-
GOLFOftIVE
VARA&LEWlDrHPUBL 3442 PG 188-090 (PLAT)OF VyAV
LE 4038 PG 704 (DEDICATION)
J
HORIZ SCALE: V=50'
VERT SCALE: 1 "=5
l_I
�
E2 13+00
100'WPD O
BUFFER
J
16+00
L3
17+00 17+50
I
I
�GND
691.53' '
I
1�
�1
pQ/I ,O
o '1
EXISTING
GRAVEL
PAD
0 50
PROFILE SCALE
` -
JEREMY L. FOX >
Lic. No. 60786
W 08/ 2023
M E
0
� o
N Vi
N
>E
°1 E
w
U 3
w
a LL o 3
U
a
wO mr.
¢j
Z
w
V0M0
-J
Z
K Cc,N
O
U W
a
V
w r�i
7
� 0 (= x
�
Z
oa=�
Q LU
0
S IN
Z
V
xU >�
O
Ui
U
d
i N
>
Q
aMLuW
d 7
�+
ow
w
Q�
ui
w
M
O
x
c�
0
w
x
F
p
m
w
N
w
0
=
a
o
V
o
O
a
m
M
Z
p
0
(n
DATE
>
0810112022
O
N
z
0
f
DRAWN BY
1. FOX
DESIGNED BY
R.van Niekerk
CHECKED BY
1. FOX
SCALE
1 "=50'
U
Q
cn
O
Lu
J_
LL
00
z
O
J
m
a
a-
~
Q
LL
O
0
z
O
O
U
n/
L I_
0
J
O
JOB NO.
9639.0
SHEET NO.
C6.3
L
8
2
0
L
n
I
O
Ivly
/Ilej/
II
\\
••:•:�::.
\\ `1
\\®
//
\
.1•....,
I
II toIll Ill�ll///// ZCL
00
I
CL
691
\
o//
71n 710 7nri
705
705
HEIGHT
OF
EYE =
3.5'
700
700
EIGHT OF
OBJECT = 3.5'
SDL - 280'
SDR
- 280'
HEIGHT OF
OBJECT = 3.5'
695
695
_
690
/
` —
— —
690
_.
\
EXIST
NG
G
DE
PROPOSED
GRADE
685
685
680
680
9+50 10+00 11+00 12+00 13+00 14+00 15+00
SOMERTREES AVENUE ONTO ORION SIGHT DISTANCE PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
7nF
EIGHT OF
700
OBJECT =
3.5'
700
SDL - 280'
HEIGHT OF
EYE = 3.5'
SDR
- 169'
695
—
695
HEIGHT OF
_ /
\
OBJECT = 3.5'
\
690
/
690
EXISTING
`
GRADE
PROPOSED
—
GRADE
685
685
680
680
675
675
16+00 9+50 10+00 11+00 12+00 13+00 14+00
ENSIGN STREET ONTO ORION SIGHT DISTANCE PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
E8 (07
SCALE 1 "=30'
0 30' 60'
15+00
0 50
PROFILE SCALE
JEREMY L. FOX
Lic. No. 60786
W 08/ 2023 ,r3
M E
O o
N Vi
N
>E
vy
w
U
a;3
a LL o 3
to
wO mom.
¢j
Z
LU
VOMo
Z
w
as as N N
a
O
W v
V
z w
of
0 Q
In
Z
Q�
c w
w
o
O
pa =�
O
S ry
Z
V
=U ��
O
�
F c m
d
i N
.U-)-)
>
Q
aM
LU
w
LU
M
O
x
U
0
w
F
p
M
W
LUN
co
VQ
M
O
M
Z
O
DATE
0
}
0810112022
DRAWN BY
J. FOX
•
DESIGNED BY
•
R.van Niekerk
•
CHECKED BY
J. FOX
•
SCALE
H: 1" = 50'
V:1"=5'
CL
0N c/)
LU
U> LL
O
w
LU
J J a
L U
W
m Z
J -1
Q
1-4W
}
� 0
Oz 0
=
J cn
O
JOB NO.
49639.002
SHEET NO.
C6.4
a
ro
N_
L
8
T
I
I
I
I
I
1
+� rm I
\ I
mO
\ 0
2ya
\
"n
_
I
/
o-
I
I
I
�
.--
I
g
I
�S
iNso
C4
/
10 50
% 69
: [
U
\ /
710
\�
I
Lr
\
(n
\
o
1
\
I
I
96
I
I
I
I
o
I
I
1
/
/
10
00
ti
/
/
710
705
705
EIGHT OF
OBJECT
= 3.5'
SDL - 280'
HEIGHT
OF
EYE =
3.5'
700
—
700
— —
\
�
SDR - 239'
EXISTING
\^
695
GRADE
—
695
HEIGHT OF
OBJECT
PROPOSED
GRADE
690
690
� 1
685
685
680
1
680
r
O
�
V
M
9+50 10+00 11+00 12+00 13+00 14+00 15+00
SOMERTREES AVENUE ONTO ADDLE HILL ROAD SIGHT DISTANCE PROFILE
HORIZ SCALE: 1"=50'
VERT SCALE: V=5
16+00
\
�
I
9
I
e
\
1
\
�
I
I
t
I
LP
\
I I
I
I
/ 1
/
I
/
I
/
_ I
1 � _
I I I
\ v l I
/ IJ77j
I
1 -----------
\
I I
I
I
1
a0oi
I
710
710
r-HEIGHT OF
OBJECT = 3.5'
I
HEIGHT OF
705
EYE = 3.5'
HEIGHT OF
OBJECT = 3.5'
705
SDL - 102'
SDR - 114'
700
700
695
\ —
—
695
PROPOSED
GRADE
EXISTING
690
GRADE
690
685
685
680
680
(MO
r
uno
O
(M
06
r_�
c6
c6
L6
co
9+50 10+00 11+00 12+00 12+50
"N STREET ONTO TOMBLAND STREET SIGHT DISTANCE PRC
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
SCALE 1 "=30'
0 30' 60'
0 50
PROFILE SCALE
Y �
JEREMY L. FOX
Lic. No. 60786
W 08/ 2023 ,r3
M E
O O
N Vi
N C
> E
�
W
U 3
� w
a LL o 3
U7
W0
z
Q
W
j V oMo
Z
w
K N N
a
O
C7 W M
V
Z f v
of
V1Q
U
LU
r
z
9� �
a
W
p
L� �
n
o
V
>
=v ��
O
a
(n
d
i N
>
Q
M
Of
(fi
ow
w
w
M
O
U
0
w
p
M
W
F
N
a
M
0
O
DATE
(nn
0
0810112022
DRAWN BY
J. FOX
}
•
DESIGNED BY
•
R.van Niekerk
•
CHECKED BY
J. FOX
•
SCALE
H: 1 " = 50'
V:1"=5'
CL
N co
U 0
LL
0>
w
LU
J � a
L U
w
m Z
J -1a Q
H4 w
O
} v)
� 0
O 2
0
J cn
0
JOB NO.
49639.002
SHEET NO.
C6.5
5
a
ro
N_
L
8
n
�1uL
I
MS
\ \\ \\ \\\
/ / 869-
_I
I
'
\
I
1
\
l
1
1
I
I
\
\
1
I
\
\
\
\
\
I
I
I
705
SCALE 1"=30'
0 30' 60'
\\\\ \ \\ \ \
00
\ \ ✓
\\ \\\
>
— N
0 S
✓
\ 13+ / \
\ .35 13+5 I I c�
I� 69of+I 13+pp _ ;�i•' �.';, / // .�i` ;.:�li\.,.... 1i� :.,�yl� •.I
705
r-HEIGH
OF
OBJECT
= 3.5'
700
700
HEIGHT OF
DL - 280'
OBJECT
= 3.5'
SDR - 280
695
�
HEIGHT OF
695
\
EYE = 3.5'
~ \
690
\
690
EXISTING
GRADE
\
685
685
680
1
PROPOSED
GRADE
680
675
675
C0
O
00
m
co
V
co
9+50 10+00 11+00 12+00 13+00 14+00 15+00
ORION LANE ONTO GOLF DRIVE SIGHT DISTANCE PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: V=5
16+00
0 50
PROFILE SCALE
JEREMY L. FOX �
Lic. No. 60786
03/ 08/ 2023 ,r3
M E
O U
O U
N Vi
N C
> E
N E
W
U 3
ti w
a LL o 3
rn
wa
O
Z
mom.
Q
W
j V oMo
Z
w
K> N N
a
O
(9 W
V
Z f vM
of
tnQ
V
L
Z
c �
d�
W
Q
S v ry
Z
V
=U >m
O
Lu
F i u
�_
d
i N
>LU
Q
M
OfLU
Cn
H
LU
w
M
O
C7
0
w
F
M
=
Q
co
Q
o
a
M
Z
O
DATE
0
0810112022
DRAWN BY
J. FOX
}
•
DESIGNED BY
•
R.van Niekerk
•
CHECKED BY
J. FOX
•
SCALE
H: 1 " = 50'
V:1"=5'
CL
W
N co
LU
U LL
O>o
wLU
J J a
L U
W
m Z
J -1
Q Q
H� W
}
O =
0
J cn
O
JOB NO.
49639.002
SHEET NO.
C6.6
0
c
d
N_
V
C
L
8
F I
686-------'- / �`- - '_-'___'---_''�----� _
❑ / __ ___
_ 686 ASHLAR AVENUE � _ � , , - sg3 \
\ �--VARTABEE HPQBL 687 — pp(pT /
'687,\ rn
DB 4556 PG 173-179
- 686 ,, \
/'- __687'----Q--/---''�-- — _ — 9 / / i s9s
691
CN
i----------689' ---- J /--- _ l`692
l 687 - --'' ,_--' - / __693 ---
- - — :/ -694
cb
169
/ / ------ i --- 1
689-
// I�rl
\691
-694
,
, r , -/
, 1
,it
O
0 1 \ 0 \ \ \ 12+00
/ 11+00 C1 00 ` C2 13+50 / / \ \ _' SCALE V=30'
10+50 \ l - I / \
0 30' 601
114*50
\ , 1 -14+
20 N I I 1 1
\ Q• /'/'�/ .. .. \ I 1 / '" •', .. ,9 o
O '
601
`
.gym
VAFII
705
705
EIGHT
OF
OBJECT
= 3.5'
HEIGHT OF
SDR - 280'
HEIGHT
OF
700
EYE = 35
OBJECT
— —
= 3.5'
700
SDL - 149'
695
� _
� — —7
7
695
\ r
PROPOSED
GRADE
690
\--�—��—
690
EXISTING
GRADE
685
685
680
680
[]
N
W
co
CO
N
W
(]
O
W
t(]
O
W
O
W
O
O
O
O
O
O
O
O
O
O
O
O
0 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50
12 TOMBLAND STREET ONTO ROAD A SIGHT DISTANCE PROFILE
2 HORIZ SCALE: 1 "=50'
VERT SCALE: 1"=5
MIM
V11M
HEIGHT OF
OBJECT
= 35
700
700
HEIGHT
OF
SDR - 280'
EYE =3.5'
695
EIGHT
OF
— —
_ —
695
_
OBJECT
= 3.5'
SDL -
149
_
690
—
690
685
PROPOSED
685
EXISTING
GRADE
GRADE
680
680
675
675
n
M
_
W
Oi
O
9+50 10+00 11+00 12+00 13+00 14+00 15+00
ORION LANE ONTO ASHLAR AVE SIGHT DISTANCE PROFILE
HORIZ SCALE: 1"=50'
VERT SCALE: VI
16+00
0 50
PROFILE SCALE
ti �
JEREMY L. FOX
Lic. No. 60786
W 08/ 2023 ,r3
M E
O O
N Vi
N
>E
�E
w
U 3
w
3 LL o 3
U7
W0
¢j
z
W
VOMoLri
Z
..
o >NN
a
0O
v
V
f i
l n Q
U LU
Z
QZ
c d a
p
Z
V
v�
xv >
O
a
c m
d
i N
>
Q
UN` M
Of
Ln
d 7
��+
LLJ
H
�
uli
M
0
x
0
0
O
p
M
rN
W
F
N
m
co
Q
O
Q
M
Z
O
DATE
0
}
0810112022
DRAWN BY
J. FOX
•
DESIGNED BY
•
R.van Niekerk
•
CHECKED BY
J. FOX
•
SCALE
H: 1 "_ =50'
V:1"=5'
W
N 10
Lu
U LL
O > O
Lu
J J a
L U
w
-1 JZ J
a Q
w
O U)
}
� 0
O =
J cn
0 O
JOB NO.
49639.002
SHEET NO.
C6.7
0
c
N_
V
C
L
L D204 PROJECT OTV Block 26
DESIGNER: R.van Niekerk
CHECKED: J. FOX
DATE 3/10/2023
UNITS ENGLISH
LD229
STORM SEWER DESIGN COMPUTATIONS
STORM FREQUENCY 10
PROJECT:
LOCATION:
COUNTY:
OTV Block 26
Albemarle
Designed by: LPO
Checked by: JLF
UNITS ENGLISH
PIPE
NO
FROM POINT
TO POINT
DRAIN.
AREA
"A"
Acre
(3)
RUNOFF
COEFF.
"C"
(4)
CA
TOTAL
INLET
TIME
Minutes
(7)
RAIN
FALL
In/Hr
(8)
RUNOFF
Q
CFS
(9)
INVERT ELEVATIONS
LENGTH
of Pipe
Ft.
(12)
SLOPE
FL/Ft.
(13)
SIZE
(Dia. Or
Span/Rise)
In.
(14)
SHAPE
Capacity
CFS
(15)
Friction
Slope
FL/Ft.
VEL
Vn
Ft/Sec
(16)
FLOW
TIME
Min.
(17)
REMARKS
(18)
INCRE-
MENT
(5)
ADDTL
CA
ACCUM-
ULATED
(6)
UPPER
END
(10)
LOWER
END
(11)
REFERENCE
(1)
STA.
REFERENCE
(2)
STA.
125
126
124
0.010
0.300
0.003
0.000
0.003
5.000
6.542
0.020
692.096
691.720
38.504
0.010
12.000
Circular
3.812
0.000
1.276
0.503
123
124
15+45.92
122
15+19.11
0.090
0.900
0.081
0.000
0.084
5.503
6.381
0.536
691.617
691.443
26.813
0.007
15.000
Circular
5.640
0.000
2.902
0.154
121
122
15+19.11
120
14+04.73
0.310
0.900
0.279
0.000
0.363
5.657
6.333
2.299
690.943
690.110
114.376
0.007
15.000
Circular
5.971
0.001
4.559
0.418
Roof+Runoff
135
136
14+15.53
120
14+04.73
0.110
0.680
0.075
0.000
0.075
5.000
6.542
0.489
690.011
689.711
39.891
0.008
15.000
Circular
6.059
0.000
2.972
0.224
119
120
14+04.73
118
13+64.84
0.160
0.900
0.144
0.000
0.582
6.075
6.208
3.612
689.711
688.700
39.891
0.025
15.000
Circular
11.140
0.003
8.122
0.082
Roof drain
117
118
13+64.84
116
12+20.19
0.080
0.730
0.058
0.000
0.640
6.157
6.184
3.959
688.599
687.731
144.645
0.006
15.000
Circular
5.419
0.003
4.832
0.499
115
116
114
0.580
0.780
0.452
0.000
1.093
6.656
6.044
6.603
687.631
687.441
35.920
0.005
18.000
Circular
8.274
0.003
5.212
0.115
113
114
104
0.810
0.810
0.656
0.000
1.749
6.771
6.012
10.514
687.341
686.207
184.274
0.006
24.000
Circular
19.228
0.002
6.270
0.490
Roof+Runoff
111
112
110
0.280
0.770
0.216
0.000
0.216
5.000
6.542
1.410
687.779
687.514
35.365
0.007
15.000
Circular
6.059
0.000
4.032
0.146
Roof+Runoff
109
110
14+87.63
108
14+42.27
0.200
0.680
0.136
0.000
0.352
5.146
6.494
2.283
687.410
686.956
45.354
0.010
15.000
Circular
6.996
0.001
5.110
0.148
Roof+Runoff
133
134
108
0.240
0.830
0.199
0.000
0.199
5.000
6.542
1.303
687.178
686.960
33.581
0.007
15.000
Circular
5.640
0.000
3.745
0.149
Roof+Runoff
107
108
14+42.27
106
13+93.72
0.000
0.000
0.000
0.000
0.551
5.294
6.447
3.551
686.860
686.496
48.550
0.007
15.000
Circular
6.059
0.003
5.144
0.157
131
132
106
0.040
0.800
0.032
0.000
0.032
5.000
6.542
0.209
686.509
686.160
58.144
0.006
18.000
Circular
8.813
0.000
2.084
0.465
Roof
105
106
104
0.050
0.800
0.040
0.000
0.623
5.465
6.393
3.981
686.060
685.500
101.792
0.006
18.000
Circular
8.438
0.001
4.716
0.360
103
104
102
0.000
0.000
0.000
0.000
2.372
7.260
5.883
13.951
685.107
683.550
251.196
0.006
24.000
Circular
19.292
0.003
6.705
0.624
129
130
102
0.150
0.710
0.107
0.000
0.107
5.000
6.542
0.697
683.947
683.550
51.221
0.008
24.000
Circular
21.565
0.000
3.146
0.271
101
102
EX-MH 1-2
0.160
0.780
0.125
0.000
2.603
7.885
5.727
14.905
683.447
683.040
40.737
0.010
24.000
Circular
24.505
0.004
8.196
0.083
127
128
10+21.94
EX-MH 1-2
10+00.00
1.460
0.300
0.438
0.000
0.438
23.000
3.607
1.580
684.443
684.040
26.477
0.015
12.000
Circular
4.758
0.002
5.455
0.081
EX
EX-MH 1-2
10+00.00
EX MH 1-1
0.740
0.460
0.340
0.000
3.381
23.200
3.590
12.140
682.940
682.710
40.027
0.006
24.000
Circular
18.575
0.002
6.316
0.106
203
204
202
1.550
0.300
0.465
0.000
0.465
5.000
6.542
3.042
681.000
680.604
21.500
0.018
15.000
Circular
9.493
0.002
6.900
0.052
201
202
EX-2-2
0.090
0.780
0.070
0.000
0.535
5.052
6.525
3.492
680.777
680.000
83.450
0.009
15.000
Circular
6.752
0.002
5.561
0.250
205
206
EX-2-2
0.160
0.790
0.126
0.000
0.126
5.000
6.542
0.827
683.015
680.100
43.962
0.066
15.000
Circular
18.016
0.000
7.474
0.098
EX
EX-2-2
EX 2-1
1.430
0.680
0.972
0.000
1.634
5.302
6.444
10.530
677.460
676.210
41.020
0.030
15.000
Circular
11.273
0.027
1Q467
0.065
U
E
[x,
�
o,
w
> �
'� �
o
ww �'
W �
w
0
a�
� �
w
0
a�
h �
�
x
wFF
� W
�
a
�F�F_
� W �
3
d
c.
�
�
h
Q �
� a
ca
wFF
C••i W
�
°�
�
U h
>�'
'" �
2i �
Q
Sag
Inlets
Only
6
w W
-
a reo
o r
'S�
F
c. �
Q
q '�
H
0.09
4
0.36
0
0.360
0.0100
0.0208
1.971
2.000
1.01471334
0.0833
4.00480769
1.000
3.50
0.1458
0.1666
3.573
2.000
1.120
1.000
0.360
0.000
1.970
Back/Lt.
Back/Lt.
0.038
5.042
0.192
0
0.0150
0.0208
1.444
2.000
1.38504155
0.0833
4.00480769
7.50
Back/Lt.
0
5.042
0
0
Ahead/Rt.
0.192
0.0150
2.000
6
0.192
0.581
0.166
0.333
0.498498
6.706
2.329
Weir Flow
0.136
4
0.544
0
0.544
0.0200
0.0208
2.081
2.000
0.96107641
0.0833
4.00480769
1.000
3.50
0.1458
0.1666
5.232
4.000
0.765
0.926
0.504
0.040
2.020
0.116
4
0.464
0.061
0.525
0.0200
0.0208
1.890
2.000
1.05820106
0.0833
4.00480769
1.000
3.50
0.1458
0.1666
5.617
2.200
0.392
0.591
0.310
0.215
1.889
0.252
4
1.008
0
1.008
0.0100
0.0208
4.695
2.000
0.42598509
0.0833
4.00480769
0.906
3.50
0.1458
0.1530
6.316
8.000
1.267
1.000
1.008
0.000
2.672
Back/Lt.
0.221
4
0.884
0
0.0150
0.0208
4.069
2.000
0.49152126
0.0833
4.00480769
3.50
Back/Lt.
0
4
0
0
Ahead/Rt.
0.884
0.0150
6
0.884
1.403
0.166
0.333
0.498498
3.403
5.620
Weir Flow
0.058
4
0.232
0
0.232
0.0300
0.0208
1.361
2.000
1.46950771
0.0833
4.00480769
1.000
3.50
0.1458
0.1666
4.131
4.000
0.968
0.998
0.232
0.000
1.360
0.075
4
0.3
0
0.300
0.0150
0.0208
1.706
2.000
1.17233294
0.0833
4.00480769
1.000
3.50
0.1458
0.1666
3.738
2.200
0.589
0.798
0.239
0.061
1.705
0.009
4
0.036
0
0.036
0.0232
0.0194
0.711
2.000
2.81293952
0.0833
4.29381443
1.000
3.53
0.1472
0.1666
1.749
2.000
1.144
1.000
0.036
0.000
0.710
Back/Lt.
0.511
4
2.044
0
Back/Lt.
0
4
0
0
Ahead/Rt.
2.044
0.0100
2.000
2
2.044
3.409
T > 8.0 ft
0.107
4
0.428
0
0.428
0.0136
0.0254
1.985
2.000
1.00755668
0.0833
3.27952756
1.000
3.39
0.1412
0.1666
4.214
8.000
1.898
1.000
0.428
0.000
1.984
0.032
4
0.128
0
0.128
0.0100
0.0208
1.338
2.000
1.49476831
0.0833
4.00480769
1.000
3.50
0.1458
0.1666
2.315
2.000
1.728
1.000
0.128
0.000
1.337
0.094
4
0.376
0
0.376
0.0113
0.0318
1.958
2.000
1.02145046
0.0833
2.61949686
1.000
3.24
0.1348
0.1666
3.775
2.000
0.530
0.743
0.279
0.097
1.957
0.075
4
0.3
0
0.300
0.0063
0.0200
1.902
2.000
1.05152471
0.0833
4.165
1.000
3.52
0.1466
0.1666
3.140
3.000
0.955
0.996
0.299
0.001
1.902
0.16
4
0.64
0
0.640
0.0222
0.0228
1.996
2.000
1.00200401
0.0833
3.65350877
1.000
3.45
0.1438
0.1666
6.298
6.000
0.953
0.996
0.637
0.003
1.995
Back/Lt.
0.098
4
0.392
0
Back/Lt.
0
4
0
0
Ahead/Rt.
0.392
0.0100
2.000
2
0.392
1.485
T> 8.0 ft
0.12
4
0.48
0.097
0.577
0.0385
0.0181
1.827
2.000
1.09469075
0.0833
4.60220994
1.000
3.56
0.1485
0.1666
6.528
6.000
0.919
0.989
0.571
0.006
1.826
49639.002STRM-100
HYDRAULIC GRADE LINE ANALYSIS
INCIDENCE PROBABILITY
10 Year
PROJECT: OTV Block 26
Checked JLF
INLET
OR
JUNCTION
INLET
STATION
OUTLET
WATER
SURFACE
ELEV.
DIA.
PIPE
Do
(In)
DESIGN
DISCH.
Qo
(CFS)
LENGTH
PIPE
Lo
(Ft)
FRICTION
SLOPE Sfo
(FT/FT)
FRICTION
LOSS
Hf
(Ft)
JUNCTION LOSS
FINAL
H
(Ft)
Inlet
Water
Surface
Elevation
Rm
Bev
Comments
Vo
Ho
(Ft)
Qi
Vi
Qivi
Vi*2/29
Hi
Angle
H4
It
1.3
It
0.5
It
EX-MH 1-2
10+00.00
684.31
24
12.14
40.03
0.0025
0.10
6.32
0.15
14.91
8.20
122.17
1.04
0.37
68.58
0.64
1.16
0
FALSE
1.25
685.56
689.95
OK -4.39
102
10+40.74
685.56
24
14.91
40.74
0.0037
0.15
8.20
0.26
13.95
6.70
93.53
0.70
0.24
43.76
0.30
0.81
0
TRUE
0.55
686.12
689.63
OK -3.51
104
12+91.93
686.12
24
13.95
251.20
0.0032
0.81
6.70
0.17
10.51
6.27
65.92
0.61
0.21
79.96
0.40
0.79
0
TRUE
1.21
687.33
694.13
OK -6.81
114
11 84.27
687.81
24
10.51
184.27
0.0018
0.34
6.27
0.15
6.60
5.21
34.42
0.42
0.15
93.54
0.30
0.60
0.7742
TRUE
0.73
688.53
691.28
OK -2.75
116
12 20.19
688.64
18
6.60
35.92
0.0034
0.12
5.21
0.11
3.96
4.83
19.13
0.36
0.13
81.71
0.24
0.47
0.61315
TRUE
0.43
689.07
691.32
OK -2.25
118
13+64.84
689.07
15
3.96
144.65
0.0032
0.46
4.83
0.09
3.61
8.12
29.34
1.02
0.36
5.15
0.06
0.51
0
TRUE
0.72
689.79
694.80
OK -5.01
120
14+04.73
689.79
15
3.61
39.89
0.0027
0.11
8.12
0.26
2.30
4.56
10.48
0.32
0.11
74.30
0.20
0.57
0.73567
TRUE
0.47
690.26
695.09
OK -4.82
122
15+19.11
691.11
15
2.30
114.38
0.0011
0.12
4.56
0.08
0.54
2.90
1.56
0.13
0.05
61.30
0.07
0.20
0.25954
TRUE
0.25
691.36
697.61
OK -6.24
124
15+45.92
692.44
15
0.54
26.81
0.0001
0.00
2.90
0.03
0.02
1.28
0.03
0.03
0.01
45.74
0.01
0.05
0.07044
TRUE
0.04
692.48
697.66
OK -5.18
126
692.52
12
0.02
38.50
0.0000
0.00
1.28
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.00822
FALSE
0.01
692.53
695.80
OK -3.27
128 1 10+26.48 1 685.56 1 12 1 1.58 126.48 1 0.0017 1 0.04 1 5.46 1 0.12 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.12 10.1502 1 FALSE 1 0.19 1685.76 1 687.26 1 OK =
130 1 10+51.22 1 686.12 1 24 1 0.70 151.22 1 0.0000 1 0.00 1 3.15 1 0.04 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.04 10.049951 TRUE 1 0.03 1686.14 1 690.78 1 OK 74.64
106
13+93.72
687.33
18
3.98
101.79
0.0012
0112
4.72
0.09
3.55
5.14
18.26
0.41
0.14
78.18
0.27
0.50
0
TRUE
0.38
687.70
692.55
OK -4.85
108
14+42.27
687.70
15
3.55
48.55
0.0026
0.12
5.14
0.10
2.28
5.11
11.67
0.41
0.14
82.45
0.14
0.39
0
TRUE
0.32
688.02
692.82
OK -4.79
110
14+87.63
688.02
15
2.28
45.35
0.0011
0.05
5.11
0.10
1.41
4.03
5.69
0.25
0.09
30.93
0.09
0.28
0.36147
TRUE
0.23
688.25
692.25
OK -4
112
15+22.99
688.51
15
1.41
35.37
0.0004
0.01
4.03
0.06
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.06
0.08203
TRUE
0.06
688.57
693.20
OK -4.63
132 1 14+01.67 1 687.70 1 18 1 0.21 158.14 1 0.0000 1 0.00 1 2.08 1 0.02 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.02 10.021921 TRUE 1 0.01 1687.71 1 690.07 1 OK 1.35
134 1 14+42.27 1 688.02 1 15 1 1.30 133.58 1 0.0003 1 0.01 1 3.75 1 0.05 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.05 10.070791 TRUE 1 0.05 1688.07 1 691.87 1 OK -3.81
136 1 14+15.53 1 690.71 1 15 1 0.49 139.89 1 0.0000 1 0.00 1 2.97 1 0.03 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.03 10.044561 FALSE 1 0.05 1690.76 1 695.67 1 OK 74.91
EX-2-2
677.21
15
10.53
41.02
0.0266
1.09
10.47
0.43
3.49
5.56
19.42
0.48
0.17
18.17
0.22
1 0.81
1.053271
FALSE
2.14
1679.35
685.01
OK -5.65
202
681.00
15
3.49
83.45
0.0025
0.21
5.56
0.12
3.04
6.90
20.99
0.74
0.26
26.26
0.22
0.60
0
FALSE
0.81
681.81
685.62
OK -3.82
204
681.81
15
3.04
21.50
0.0019
0.04
6.90
0.18
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.18
0.24024
FALSE
0.28
682.09
683.29
OK -1.2
ti �
JEREMY L. FOX
Lic. No. 60786
W 08/ 2023
CL
O
cc
f
E
z
Z
z w
O
ti
EL O
V
of
1n z
w Z)
Q O
Z V
O o�
w
a
> p
W w
Of to
>
QL
w
F
Q
p
DATE
0810112022
DRAWN BY
J. FOX
DESIGNED BY
R.van Niekerk
CHECKED BY
J. FOX
SCALE
1 "=20'
N
�
U>
J
0
w
J
J
U
00
z
w
a
JJ
m
LL
U
LL
O
}
W
O
U
C
Q
J
O
U)
JOB NO.
L
fi • • � fi ®� � • • fi fi fi fi fi fi �� fi fi fi fi fi fi fi fi fi fi fi fi fi fi fi fi fi fi fi fi fi � fi � • � fi • • � • • � • � � • �
r•• •
SHEET NO.
C7.0
-- ---
11 11
x
a
o
O /1 11
x I
z
I/ 11
II 1
II
11
0 I
I °
1
II
ci__=� 0
11 � 6"W 1
0 ®
I
I I
j1
_ 8.,�y-----8"W-----8"IIN-----8„�y—
II�
11
ASHLAR AVENUE I I
Z
i YiY`1J
1111
�1
j
DB 4556 PG 173-179
`
I I
1
s I I
EX.. EX. EX. EX -- -----------
—0 ----------- EX.
EX.
EX. EX. EX. EX.
REMOVE REMOVE.
j (2) BET RIV
_ _ _
1 QUE PHE
s
— —s — —
S,uv� — �—� —SA19 \ /
`
( j
p
I I
EXISTING TREES TO REMAIN
(1) QUE PAL (REPLACE ANY DEAD TREES ALONG "ASHLAR AVENUE")
ILANDSCAPE EASEMENT (TYP.) (1) QUE PHE (1) ACE OGL /
(1) QUE PAL
j (1) BET RIV
I I (1) ACE OGL
EXISTING TREES I • (1) QUE PHE
TO REMAIN (1) QUE PAL (1) QUE PHE , S
( I 1 EX. • (1) BET RIV
_ ��
I v O ?
I \ (1) QUE PHE O�v
(1) QUE PAL
BET RIV (2) BET RIV
i
I � 20' ACSA SANITARY
�
® I (\ I SEWER EASEMENT
I(1) TIL GSP F
PLANT SCHEDULE
TREES
BOTANICAL NAME
ACE OGL
ACER RUBRUM 'OCTOBER GLORY'
BET RIV
BETULA NIGRA
QUE PAL
QUERCUS PALUSTRIS
QUE PHE
QUERCUS PHELLOS
TIL GSP
TILIA CORDATA'GREENSPIRE'
NOTE:
LANDSCAPING PLANTS AND TREES WITHIN
THE RIGHT-OF-WAY WILL NEED TO BE
MAINTAINED IN AREA BETWEEN 2 AND 7 FEET
ABOVE GROUND AS A CLEAR ZONE TO
PRESERVE SIGHT LINES AND ACCOMMODATE
PEDESTRIANS."
PAVED PARKING &
VEHICULAR CIRCULATION AREAS
STREET
ON -STREET PARKING
VEHICULAR CIRC.
ROAD W
1,503 SF
12,330 SF
15 SPOTS
/ a I I d �, �� 1 FUTURE
EX. w'
I DEVELOPMENT
23' PRIVATE ,IL — JIL— / /
DRAINAGE EASEMENT a — JL
N 1 IfT,
/ ENSIGN 23' PRIVATE ALLEY R
i
I.
EXISTING TREES
N
TO REMAINIf
Ex.
If
I TILTY
EASEMENTIf
ot p _ (1) QUE PAL
I
`° (1) BET RIV
_
° �_L _-12^-W (1)TILGSP 00•WPO
i -�-V IABLEWIDTHPUBLICRIGHT--OF-WAY - B �4
0 1p_W DB 3fPG"f88'7JB PC4T (2) QUE PHE o
y G 704 D 7 1(2) ACE OGL (2) QUE PAL \ 1
V
V
o (2) QUE PHE,
(3) TIL GSP
°
J � y
(1) TIL GSP
N
EXISTING ADJACENT
a
SCALE 1 "=30'
0 30' 60'
PROPERTYL/NES
—UGT —
/ 11
\_ 11
�� 11
T80F
O
RAPP
Lie. No.04060017$4
�3/08/20
Ln
O
� u
N N
N �
E
W �
�vy3
¢ LL 3
W M w
¢�uco Z
w
H
d y o N a 0
u
u
QOJ N¢ W Z
o � LL p O
N Z U
U � O K
¢ ^ � w
a
o N jLu
Lu
p
M In
7
D7 J w
of
vi
ZD
0
0
F
� M
w N
LE
co
w
0
V p o
¢ M
Z p
O
n DATE
Z) 0810112022
0
} DRAWN BY
E.ESPINO
• DESIGNED BY
• E.ESPINO
• CHECKED BY
• C.RAPP
SCALE
1"=30'
0 N
U a z
O'a
wJ
J Q a
w
Lu
co
J a ULL
~ O
,.a � 0
LL z
qua
u0 J
z 0
O
IOB NO.
49639.002
SHEET NO.
L1.0
L
GENERAL NOTES
PRE -CONSTRUCTION
• CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT
1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE
LOCATED A MINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS.
NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.
• VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO
BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL
BE VERIFIED PRIOR TO BIDDING.
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND
VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND
INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY
STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT
PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT,
TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
• PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS
AND CONTRACT SPECIFICATIONS.
• SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER
AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED
PER TEST RESULTS TO ENSURE PLANT HEALTH.
CONSTRUCTION/INSTALLATION
• LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS
AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY
CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT
CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK"
• LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND
CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING
THE DESIGNATION OF BOTANICAL AND COMMON NAME.
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING
AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT
INTERFERE WITH SIGHT DISTANCES.
• CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL
DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE
BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS
WHICH AFFECTS THE GUARANTEE.
INSPECTIONS/GUARANTEE
• UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE
CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL
VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD
PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A
FINAL INSPECTION BY THE LANDSCAPE ARCHITECT.
• ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE
FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS
INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS
RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY
OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND
THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE
CONTRACTOR.
• PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR
COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT
OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE
CERTIFICATE OF OCCUPANCY.
• REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
TABLE 1: OLD TRAIL VILLAGE
SUMMARY OF PROPOSED DEVELOPMENT
BLOCK
P'R�
(AC)
BLOCK
CLASSIFIC
ATION
NON-RESIDENTIAL
AREA (SQ. FT.)
RETAIL
AREA
(SQ.
FT.)
RESIDENTIAL UNITS
1
AREA OF
LOTS
(AC)
POCKET
PARKS
(7)
AREA OF
OPEN
SPACE
(AC)(6)
S.F.
DETACHED
UNITS
S.F.
ATTACH
ED
UNITS
TOWN
HOUSE
UNITS
CONDO
APARTMENT
UNITS
TOTAL UNITS
GROSS
RESIDENTIAL
DENSITY
(DU/AC)
MARKET RATE UNITS
AFFORDABLE UNITS
TOTAL#
MARKET
RATE
UNITS
% TOTAL
UNITS
REQUIRED
AFFORDABLE
FOR
SALE
FOR RENT
APARTMENT
S
ACCESSOR
Y
TOTAL
BANKED
UNITS
COMPLETED
UNITS
TOTAL
NUMBER
OF
UNITS
%OF
TOTAL
UNITS
Block 1
1A
2.17
24,231
24,231
0
0
0
38
38
17.5
31
82%
6
0
7
0
7
18%
1
7
5.1
1
0.90
i B
3.70
mixed use
18,500
16,000
0
0
7
31
38
10.3
26
68%
6
6
0
0
6
16%
0
1
0.12
2
4.9
46,029
0
0
0
0
0
0
0.0
0
0%
0
0
0
0
0
0%
0
0
5.2
0
N/A
3B
3.4
0
0
0
0
25
1 0
25
7.4
19
76%
4
6
0
0
6
24%
2
8
1 3.6
1
0.08
Block 3
3C
1.0
mixed use
3,750
3,750
0
0
0
12
12
3762.0
11
92%
2
0
2
1 0
2
17%
0
2
1.2
1
0.04
3D
1.0
0
0
3
0
0
0
3
3.0
3
100%
0
0
0
0
0
0%
0
0
2
0
0.00
4
3.1
mixed use
4,500
4,500
0
10
18
8
36
11.7
28
78%
5
8
0
0
8
22%
3
8
3.3
1
0.07
Block 7
7 Ph. 1
1.1
mixed use
0
0
0
0
0
0
56
0.0
50
89%
8
0
0
0
10
18%
2
2.4
0
0.00
7 Ph. 2
0.7
0
0
0
0
26
0
37.1
0
0
6
6
2.4
0
0.00
7c Ph 3
1 2.5
0
0
0
7
23
0
12.0
0
0
4
2.6
1
0.12
East Village
10
3.4
NIA
0
0
0
0
0
0
80
0.0
95
119%
12
0
0
0
8
10%
(4)
3.8
0
N/A
16
6.5
N/A
0
0
24
7
0
0
4.8
0
0
0
3.6
1
0.66
30
3.5
N/A
0
0
14
0
0
0
4.0
0
0
3
3
3.2
1
0.26
17/18
6.2
NIA
0
0
6
29
0
1 0
5.6
0
0
5
5
1.8
1
0.26
31 BIC
0.0
0
0
0
0
0
0
#DIVIO!
0
0
0
1.73
1
6.00
11
3.7
mixed use
0
0
4
11
18
0
33
8.9
26
79%
5
7
1 0
0
7
21%
2
7
0.94
1
0.70
12/12C/15
31A
5.1
SF
0
0
30
7
13
0
50
9.8
47
94%
8
3
0
13
16
30%
9
16
2.5
3
4.93
13
3.7
mixed use
3,000
0
29
0
0
0
29
7.9
29
100%
4
0
0
0
1 0
0%
4
0
1.75
2
0.00
14
4.4
SF
0
0
20
0
0
0
20
4.5
20
100%
3
0
0
0
0
0%
3
0
1.75
0
0.00
5/20/2021
5.4
N/A
360
0
0
0
0
190
190
35.2
161
85%
29
0
29
0
29
15%
0
29
9.88
1
1.63
22
12.0
SF
0
0
0
30
15
0
45
3.7
45
100%
7
0
0
12
12
27%
5
9
25.9
2
10.12
23
3.4
multi family
0
0
0
13
0
0
13
3.8
13
100%
2
0
0
0
0
0%
2
0
3.4
1
0.12
26
5.2
SF
0
0
0
27
17
0
44
8.4
40
91%
4
0
0
0
0
0%
4
0
2.79
2
0.80
27
3.1
SF
0
0
9
0
16
0
25
1 8.1
25
t00%
4
0
0
4
4
16%
1 0
1 0
1.75
1
0.18
28/29A/35A
7.9
SF
0
0
24
4
0
0
28
1 3.5
28
100%
4
0
0
0
0
0%
4
0
4.67
2
1.07
29A/35
1.7
SF
0
0
13
2
0
0
15
8.8
21
140%
2
0
0
0
0
0%
2
0
1.75
0
0.00
32
23.3
SF
0
0
80
12
0
0
92
3.9
85
1 92%
1 14
1 7
1 0
16
23
25%
9
1 1
23.26
4
7.08
35c
3.5
SF
0
0
9
0
0
0
9
1 2.6
17
1 189%
1 1
1 0
1 0
0
0
0%
1
0
5.58
1
0.08
TOTAL
80.9
100,370
48,481
265
159
178
279
881
10.9
820
93%
130
37
38
63
138
16%
1 8
1 99
128
30
35
Note: Currently 28% pocket park / open space not including below:
Block 31c has 6 acres of dedicated greenway deeded over to County of Albemarle
Western Park is 25 Acres of dedicated park area deeded to County of Albemarle
Block 12 / 12c has 2 acre dedicated school trail connector.
nvr i�,inLnrrvnvnoLoL;rv,ro 26.aro uaio •v.om nE7 cnrvncu o as 126 ou 55
UNITS AVAILABLE
PLANT SCHEDULE BLOCK 26
TREES
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
CANOPY
ACE OGL
4
ACER RUBRUM 'OCTOBER GLORY'
OCTOBER GLORY RED MAPLE
2.5" CAL.
B&B
397SF
BET RIV
13
BETULA NIGRA
RIVER BIRCH
2.5" CAL.
B&B
397SF
QUE PAL
9
QUERCUS PALUSTRIS
PIN OAK
2.5" CAL.
B&B
370 SF
QUE PHE
13
QUERCUS PHELLOS
I WILLOW OAK
2.5" CAL.
B&B
272 SF
TIL GSP
13
TILIA CORDATA'GREENSPIRE'
I GREENSPIRE LITTLELEAF LINDEN
2.5" CAL.
B&B
249 SF
TOTAL 16,852 SF
TREE COVER
CALCULATIONS
* per Sec. 32.7.9.8 of the Albemarle County Code
SITE AREA
REQUIREMENT
CALCULATION
REQUIRED QUANTITY
PROVIDED QUANTITY
3.45 AC
3.45 AC x .1
(GROSS SITE AREA)
10% COVER
= 0.345 AC
15,028.2 SF
16,852 SF
= 15,028.2 SF
NOTE:
-ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT;
THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE
OVERALL HEALTH OF THE PLANT.
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP % OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
DECIDUOUS TREE - STAKING SPECIFIED
NOT TO SCALE
-W
ROOT BALL
12 GAUGE GALVANIZED WIRE
'�'- 3-2"x2" HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
6"SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
1" COMPOST LAYER
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
0
` Lt
JEREMYLFOX a
Lic. No. 60786
03/ 08/ 2023 ,�rj
M E
0 0
u
N �
N 0
> E
w a E
� w
w
UM ¢ 3
0 LL 0
wO `mom
0 W L smo
¢<� Vo
J - 1i
M kT
z N V
w MT
30'X
LL
un _ N
=v>�
F ¢ .
E0 MO1 N
W M
a�
00 J
o W
uo H
am
O
oc
0
N
z
0
E
E
H
F
z
z u-1
10-� �
r
O
V
w z
0
O
Z V
O 0�
w
U)
„ a
w 0
Of W
U1
w
F
Q
0
DATE
0810112022
DRAWN BY
J. FOX
DESIGNED BY
R.van Niekerk
CHECKED BY
J. FOX
SCALE
N.A.
J
N Q
LLI
UQ�
Owo
J Q ''<
W W vJ
DO LLI
JQI-
�00
Z
z LLI
o LLa
0 U)
J z
Oa
J
JOB NO.
L
SHEET NO.
L2.0