HomeMy WebLinkAboutSUB202300018 Plat - Submittal (First) 2023-01-27�IV
SITE DATA:
TAX MAP PARCEL:
TOTAL PARCEL AREA:
LIMITS OF DISTURBANCE:
OVERLAY DISTRICT:
MAGISTERIAL DISTRICT:
OLD TRAIL BLOCKS 24, 33, & 34
055EO-01-00-000RO
MARCH MOUNTAIN PROPERTIES LLC
DB 4954 PG 12C
17.24 ACRES
ZONING: RURAL AREAS (RA)
055EO-01-00-000A3
MARCH MOUNTAIN PROPERTIES LLC
DB PG: N/A
20.39 ACRES
ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) IN ACCORDANCE WITH ZMA2015-00001
37.63 ACRES
17.12ACRES
NONE
WHITE HALL
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP
28 IMPERIAL DRIVE
STAUNTON, VA 24401
TELEPHONE: 540-885-0920
CONTACT:JOE MEDLEY
JOE. MEDLEY@TI MMONS.COM
SURVEY CONDUCTED: 2021
DATUM: HORIZONTAL: NAD83 (NA2011) VIRGINIA STATE GRID SOUTH
VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS
REQUIRED BUILDING SETBACKS (BLOCK 24
FRONT:
5 FT MINIMUM/25 FT MAXIMUM
SIDE:
5 FT MINIMUM
REAR:
5 FT MINIMUM
REQUIRED BUILDING SETBACKS
(BLOCKS 33 & 34): PENDING SPECIAL EXCEPTION SUBMITTED ON 12/18/2022
FRONT:
5 FT MINIMUM/30 FT MAXIMUM
SIDE:
5 FT MINIMUM
REAR:
5 FT MINIMUM
MAXIMUM BUILDING HEIGHT: SINGLE FAMILY ATTACHED- 2.5 STORIES OR 42 FT
EXISTING USE: VACANT RESIDENTIAL LAND
PROPOSED USE: RESIDENTIAL DEVELOPMENT FOR SINGLE FAMILY DETACHED UNITS
GROSS RESIDENTIAL DENSITY: 57 UNITS/37.63 ACRES = 1.51 DU/AC
PROPOSED OPEN SPACE: 1.51 ACRES
MAXIMUM IMPERVIOUS COVER: 1.05 ACRES
WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT
UTILITIES: ACSA PUBLIC WATER AND SEWER
PARKING REQUIRED: 2 SPACES PER SINGLE FAMILY DETACHED (57 UNITS)
114 PARKING SPACES REQUIRED
TOTAL PARKING PROVIDED: 2 GARAGE SPACES PER SINGLE FAMILY DETACHED (57 UNITS)
114 MINIMUM PARKING SPACES PROVIDED
THIS PROJECT IS LOCATED ALONG THE 250 ENTRANCE CORRIDOR.
THIS SITE HAS PRESERVED STEEP SLOPES WITHIN THE LIMITS OF DISTURBANCE.
THE LIMITS OF DISTURBANCE IS LOCATED OUTSIDE OF THE 100 YEAR FLOODPLAIN
SPECIAL FLOOD HAZARD AREA INFORMATION:
SPECIAL FLOOD HAZARD AREA (FLOODPLAIN)
YES [ ] NO [ X ]
SIDE:
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.
PRELIMINARY SUBDIVISION PLAT
COUNTY OF ALBEMARLE, VIRGINIA
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DEVELOPER:
MARCH MOUNTAIN PROPERTIES LLC
1005 HEATHERCROFT CIRCLE SUITE 100
CROZET, VA 22932
CONTACT: DAVE BROCKMAN
TELEPHONE: (702) 985-9088
EMAIL: DAVE@OLDTMILVILLAGE.COM
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE. SUITE 200
CHARLOTTESVILLE, VA 22903
CONTACT: JEREMY FOX, P.E.
TELEPHONE: (540) 885-0920
EMAIL: JEREMY. FOX@TIMMONS.COM
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Sheet List Table
Sheet Number
Sheet Title
CO.0
COVER
CO.1
PROFFERS
CO.2
OVERALL BLOCK PLAN
C1.0
NOTES & DETAILS
C1.1
NOTES & DETAILS
C1.2
NOTES & DETAILS
C2.0
EXISTING CONDITIONS & DEMOLITION PLAN
C4.0
OVERALL LAYOUT & UTILITY PALN
C4.1
LAYOUT PLAN
C4.2
LAYOUT PLAN
C4.3
UTILITY PLAN
C4.4
UTILITY PLAN
C4.5
UTILITY PLAN
C4.6
LOT & EASEMENT PLAN
C5.0
GRADING & DRAINAGE PLAN
C5.1
GRADING & DRAINAGE PLAN
TOTAL # OF SHEETS: 51
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
I1L'\Iq
Gf
JEREMY L. FOX ry
LJI& No. 60786
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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 Dm evelopent, Prior to the issuance of a building permit for the five hundredth
(500°i) 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 trait 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
G 5%) of the total residential units constructed on the Property, in the form of for -sale units, for -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 owner/builder 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.
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GENERALNOTES
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LEGEND
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
ACSA GENERAL WATER &SEWER CONDITIONS
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).
SEPTEMBER 14, 2021
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.
1.
WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL
19.
THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST
BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS.
2.
THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF
20.
THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED
CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION.
THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR
3.
THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND
INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND
21.
A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT
LINES AND STRUCTURES, AS NECESSARY.
STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A)
4.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
22.
ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE
CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
SUBGRADE.
5.
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
23.
CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN
6.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS.
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,
24.
APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A
OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF
8.
ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
WAY. (N/A)
9.
VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF
25.
GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE
THE LINE.
OF ROAD. (N/A)
10.
TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
26.
ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM
11.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE
SLOPE OF 0.004 ft./ft.
JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
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
12.
THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL
20' TRANSITION ON EACH SIDE OF THE INLET. (N/A)
UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER
28.
CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE
LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR
STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE
UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS.
13.
THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF
29.
ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM
THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR
STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI All 17.1-03.
UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
30.
THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.
14.
THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER
31.
HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.
MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS
32.
ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT
INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
THE END OF THE DAY
15.
ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA.
33.
VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
16.
PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION
34.
ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED
DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT
BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES.
REVISION OF THE ACSA RULES AND REGULATIONS.
17.
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.
Albemarle County
As -built Road Plan Policy
As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle
County. The following is a list of the minimum information required on the drawings. Additional information
may be requested. The Count only reviews private road as -built plans. The count does not review or
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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. An portions outside the right-of-way or easement must be
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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 t eatment(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.
h. Street Trees -if street trees are on the design plan, provide design and as -built locations and species.
L Signs - Show all installed signs and pavement markings. Include any pedestals or other features.
Albemarle County
Public Road Acceptance Procedure
The processing, inspection and acceptance of public mads 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 County'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 minimum requirements 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.
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Formally, this is sent directly to the county on an AM4.3 from VDOT, when VDOT requests that the Board of
Supervisors pass a resohtion of acceptance. After 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 ncccssan. This iS usually in the form
of letters approving compaction reports. CBR's, pavement cores, pipe video. or other items where partial release is
sought. A final punehlist inspection report from VDOT can be used for a partial bond release, but only if
outstanding items are not too broad. If the punchlist 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 not
use qua] ifybg statements such as "it appeared", or "m 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 of pipes or grades, this should be verified by revised computations and
attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics 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.
5. Certificate of Completion
This form must be received for release of a bond. It 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. It must
besignedby 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 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.
35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN 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 STORMWATER 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 Engineering
Final Plan General Notes
Page I of 4
ALBEMARLE COUNTY
FINAL PLAN GENERAL NOTES
General Construction Notes
1. Prior to any construction within any existing public right-of-way, including connection to
any existing road, a permit shall be obtained from the Virginia Department of
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of
the permit, Where any discrepancies occur the requirements of the permit shall govern,
2. All materials and construction methods shall conform to current specifications and
standards of VDOT unless otherwise noted.
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 (horizontal:vertical). 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 III,
9. All excavation for underground pipe installation must comply with OSHA Standards for
the Construction Industry (29 CFR Part 1926),
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,
b. stone depth inspections, including installation of under -drains and cross -drains,
c. flu compaction testa
d. pipe and drainage structure video inspections or equivalent,
e, base and surface pavement inspections, documenting materials, thickness and compaction
I. 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 Count As -built Road Plan Policy. Provide copies of all recorded drainage easements
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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 required for each bond, 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 County's 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 right-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 "it appeared", or "to 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 tired 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-aligmnents of
pipes or gmdes, this should be verified by revised computations and attached to the letter. If there are
outstanding items or omissions, these should be listed Graphics are helpful. In short, please provide more
than a statement of opinion or assurance. Please demonstrate that the improvements and construction n 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 use of
reductions, a letter listing the outstanding items that reed to be completed 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 conforms to approved plans and arty discrepancies have been
approved by the County.
a a, COUNTY OF ALBEMARLE
Department of Community Development
Construction Record Drawings (As -built) for VSW
The following is a list of information requited on construction record drawings for
stormwater facilities reference Water Protection Ordinance 17-422 . It is preferable erable that the
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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 geo-coordinates of all facilities.
4 Verified Drains Area maps for the drains area treated and for drainage to the facilities
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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 structures, 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 bead book references labeled Facilities and drainage
must be within platted easements. Provide copies of recorded documents.
It. 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 - biofilter media, stone layers, sand layers, keyways and cores must be verified as to
material types and depths. Include inspection reports, boring or test pit reports and materials
certifications. Biofdter 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.
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DATE
0112612023
DRAWN BY
A. MABEE
DESIGNED BY
J. FOX
CHECKED BY
J. FOX
SCALE
N.A.
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JOB NO.
9639.0
SHEET NO.
C1.0
L
r... __._
m
[COVER LIFT NOTCH
14 1/2"
12 3/8"
12 1/2"
WATER
1 CAST IRON LID
18" METER BOX
1 ti
1.
6" EXTENSION
PIPE SLOT
(2 PLACES)
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1" METERS)
NTS
FIG. W-7
TD-13
4" DIAMETER BRANCH
AND VALVE -
Box
PLUG
VARIES
WATER MAINS ---RESTRAINED JOINT FITTINGS
ON-LINE
(TYPE "B")
THREADED COUPLING
PVC SLEEVE BRASS NIPPLE AND PVC
o CAP
i LUBRICATE ALL THREADS
THRUST BLOCK `O
METER BOX (SEE FIG. W-7)
VALVE r
NO. 57 STONE
M.J. FITTING
2" PIPE SLOPED
TO DRAIN IF
GRADE ALLOWS
VARIES VARIES 2" BRASS PIPE
WATER MAIN AND VALVE 2" THREADED TAP
ARE SAME SIZE PLUG
DEAD END
(TYPE "A")
TYPICAL BLOW -OFF ASSEMBLY
NTS
FIG. W-8
AIR RELEASE VALVE
BRASS OR BRONZE PIPE -
SOLID CEMENT BLOCKS
""-TYPECPER" SOFT
STOP
GRADE
GATE
II.
STONE
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 WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER
LINES 12" AN V D LARGER USE 2" A.R.V. .AND FITTINGS.
3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN
ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT
THE MANHOLE CONE.
AIR RELEASE VALVE (ARV)
NTS
FIG. W-9
TD-20
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTES-
VILLE THREADS WHICH IS
QDIE LOCAL STANDARD.
1
LENGTH OF BRANCH VARIES
8' MIN It
2' TO 10'
(2701
18'-22' ALVE SON
7 CU. FT.
#68 STONE
42"MIN ;' B" GATE
L VALVE
TEE
2500 P.S.I. CONCRETE
BASE ANO THRUST :','li.'..I.
BLOCK AGAINST
UNDISTURBED STABLE
SOIL. STEEL PILE
WHEN THE SOIL IS DISTURBED RESTRAINED JOINT FITTINGS
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2 MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BDx.
A THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.B.
FlG. W-4
2500 P.S.I.
CONCRETE
THRUST BLOCK
TD-8
PLACE 5' GALVANIZED " WITNESS ' POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
TO HIGHWAY DEPARTMENT APPROVAL
ADJUSTABLE TRAFFIC RATED
VALVE BOX W/ LID
M.J. GATE VALVE
2'x 2' BEARING AREA.
NOTE : IN REMOTE AREAS„ VALVE BOXES SHALL DM34D SIX (6)INCHES ABOVE GRACE.
TYPICAL GATE VALVE
NTS
FIC. W-5
7D-9
1' COMPRESSION a 3/4' MATE PIM MMNMIG
OR APPROVED EQUAL
u
NOTE:
NO SIEAIED RO N65
DUAL SERVICE
S ttPE 'K'
�SffT COPPER
SINGLE SERVICE
NOTE:
1) SADDIES SHALL BE USED O, PVC PPE.
FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTAL SERVICES OR DUAL RESIDENTIAL
AND IRRIGATION SERVICES.
�r
R
Y COMPRESSION z 3/4' MALE PIPE COUPLING
OR APPROYID EQUAL
OFCR USE ON DETACHED SINGE FAMILY
RESIDENTIAL SERVICE MERE AN IRRIGATOR
METER IS NOT PROVIDED.
IN LID
36' MN.
COPPaKET1ER
1/8 BEND COIPINIS p - -
s,
METER
WIPORATON STEP
Jyl yr..... '`mt✓'" ti' S BRICK AS
'stt f. 4`jpgy NECESSARY
5]?R `•
SAND OR MST UNDER
�'_�,�>C"' �- YDDT SPED 403. N0. 67
'v?.�"^.'''iY'�"y^"
BOX AND SETTER (2-INM
L%bY'^'' 'E
MINIMUM THICNN39)
:5. yF^si'-t•="4Y
TYPICAL SERVICE
LATERAL INSTALLATION
(5/8"
& 1" METERS)
NTS
FIG. W-6A
TD-10
- rum gLNL,� a aE JMALLLK
USE STRAP ON B WITH
ANCHOR BOLT ON CENTER LINE
OF BEND.
- FOR BENDS 100 THROUGH 12"
USE 2 STRAPS ON BENDS
ADJACENT TO BELLS
- FOR 18" BEND USE 3 STRAPS
AS SHOWN.
ELEVATION
PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT.
BEND
PIPE SIZE
A
B
C
D
E
F
4" - 6'
V-9
2'-3
2'-6
1'-
r-D•
1 1/4?
a"
V-3'
Y-0
r-8'
1'-
r-6'
1 Ile
11 1/4'
W"
2'-
S-
r-8
r-
X-0
r
12'
V-
4'-3"
S-0
r-
3•-6•
r
18"
3-6
a'-r
X-3'
S-
2 1
4" - 6"
r-6
r
2'-
1'-6
r
1 1 4'
a°
8-0
e-
r-s
r
31-Y
4"
72 1/2'
10"
N 3°
S
T-0
r
S-
2'
1r
X-B"
W-3
3'-a
N-
4'
2"
IF-
3' 0
r-8
T-S`
4'-
V-
2 1/2'
4" - 6"
3'-0"
e'-0
3'-0"
3'-
3'
2 1/4"
2 1 4
"_0
3'-3'
5•-
5'-1P
2 1/r
3" THREAD
1 NOMINAL AL INSIDE
DIAMETER EXTRA
STRONG STEEL PIPE
B
IN" 8'-e 11'-03'-B' 4' T-3°z1 721i BENDS Ac-') OUNCRETE CLASS "B" I
LARGER . C--�
CHART FOR UPPER SECTION
VERTICAL BLOCKING N L, STANDARD 90' HOOK ON ENO OF ANCHOR
BOLTS TO FACE CENTER OF BLOCKS.
CONCRETE BLOCKING FOR
UPPER VERTICAL BENDS
N.T.S.
FIG. W--3A
TD-4
Top View
6" MINIMUM �1
NOTE: RESTRAINED JOINT FITTINGS
a ,
4'
m
E R I
=1 I'd 1 4' MINIMUM
- - - - - Side View
- - - - - 42" Minimum
_ j ,A
?CI CertA'
compaction
eq 95R a�
c6mpcetton required
a'.
Galvanized Steel @eam, I I a
W12 x 14 (min. size) .A
3' min. penetration into undiatur6ed
soil or as approved by the a
ACSA.
TYPICAL THRUST BLOCK IN FILL AREA
NTS
FIG. W-3B
ASTM A36 AND HEX NUT
ASRM A588 (TYP)
UNDISTURBED EARTH UNDISTURBED
2 - 3/4" CIA SOIL (ttP)
ALL -THREAD ll
yA. WATER MAIN
vuvE
24"MIN
UNDISIURBED
UNDISTURBED
PLAN
-CLASS A CONCRETE
a
SECTMIN
NOTE:
1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO CATS OF ASPHALTIC PAINT AFTER ASSEMBLY.
2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM
DIMENSION SHOWN.
3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS
LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY.
CROSS ANCHOR RESTRAINTS FOR VA VL5
NO;
Fig. W-3L'
70-8
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY.
VARIES
1 5' 1 1 ._. I 1 5' 1 F
WATER SEWER
� o
a
LOCATION Or OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC,)
EASEMENT WIDTHS, WATER OR SEWER ONLY - PO' MINIMUM
WATER & SEWER 30' MINIMUM
1M SEE PART 3, PARAGRAPH D) SEPARATION OF WATER & SEWER SYSTEMS.
UTILITIES CROSSING A WATER DR SEWER EASEMENT SHOULD BE AT
Igo" TO THE RIGHT OF WAY,
UTILITY LOCATIONS & EASEMENT WIDTHS
NITS
FIG. W-1
I J1-1
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
82a IN g„ INITIAL BACKFILL e"4 1 5"
MIN MIN. MIN. MIN.
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
#58 STONE
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
4 I INITIAL BACKFILL 4 1
UNSTABLE B"
SOIL+ MJ MIN. MIN MIN. 68 STONE
:GRANULAR FILL AS
_APPROVED BY ACSA
lA I bCK STABLE SOIL OR ROCK,
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER ONES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
iMlt6l
FOR ALL BENDS
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL
TEE AND PLUGS
VOL
SIZE
OF
(FEET)
CU.YD.
CU.YD.
BEND
L
H
T
L
H
I T
90
250
25O
3.01
0.24
4" & 5"
45
200
225
2.50
0.15
2-00
2.25
2.So
0.15
221/2
1.50
200
2.52
0.10
11 1/4
1.50
200
2.50
0.10
90
150
3.16
3.21
0.48
45
2.55
266
2.77
0.20
ell
221/2
1.66
2.16
2.69
Oda
3.16
2.91
266
0.32
11 1 4
/
1. 66
7-16
2,67
0,13
9D
4,83
3.5.3
3.42
0.83
45
3.33
3.58
2.95
0.43
3.83
4,00
2.83
0.52
22 1/2
2.33
2.58
2.86
0.24
11 1/4
1.83
2.33
2.84
0.18
I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION. CHANGES
SIZE, DEAD ENDS AND AT VALVES.
2. USE 2500 P.S.I. CONCRETE,
3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF
ALL THRUST BLOCKS.
CONCRETE THRUST BLOCKS
NTS
FlG. W-3
TD-3
�TII O�
n�
71.
l , I
Lie. No. 60786
01 / 26123
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>
0112612023
O
} DRAWN BY
A. MABEE
• DESIGNED BY
• J. FOX
• CHECKED BY
J. FOX
• • SCALE
N.A.
am
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JOB NO.
49639.003
SHEET NO.
C1.1
0
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TH OFG
SEWER SERVICE LATERAL CONNECTION NOTES:
y"'
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
'
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
NOTE, MIN. 60' DIAMETER MANHOLE
Q v
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
REQUIRED.
U FOXY
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
o
F-
_`l..
TO THE MANHOLE.
tin STOP'
z
Lie. No. 60786
al'N DROP MANHOLE PVC CROSS
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
USE
r0"P OI/ Z6/ Z3
APPROVED FLEXIBLE RUBBER �7
BOAT
O�
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
'
SSIONAL Ts�G
(1/4" PER FOOT) �Q
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN
o
+
3000 PSI CONC. BASE
DIAMETER OF 4".
5' sAwETED
SUP CUBX.vLG
BENCH SLOPED TO FLOW
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
o 27•
CHANNEL 1/4" 1' MIN
OF 3 FEET.
72x
PIPE STRAPS „yir P PIPE
`�s"
0 > f-
; (STAINLESS STEEL) :•,e;
t= SPACED ,
M
o E
4
VERTICALLY 1 _i? F a,.
/
N o
FINISHED GROUND MARKER
90• RESTRAINED BEND '�'4` r
A;
CZ
a o
SEWER
1 BRANCH
12 �--
E
E
R=Y4'
/ [
a E
. PIPE
•
R
w
1 - CONTROL JOINT SPACED
a �, •'. •• sE1YF7t
- / / `
Q LL v 3
AT WIDTH OF WALK (MAXIMUM)
"•"
4 i 1
o w o
`
PLAN
a
EXPANSION JOINT AT MAX
U m
z
OF 30', WITH PREMOLDED
PLUG END OF
PROFILE
Of o rn
'S ' EXPANSION FILLER
MAIN UNE SECTION SERVICE LATERAL
MIN. 6' BEDDING VITH NO, 66 STONE
C7 W o N
d
F-,
ZZ CONC. WALK
45'0'D"
1.HEIGHTOFTHEVER77CALDROPPIPEWILLeEDETERMINEDBYTHEACSA BUTSHAILNOTBELLSSTHANTWO
FLEXIBLE CONNECTION NOTE:
z M
,?
u
(2) FEET.
WITH STAINLESS STEEL ALL CONNECTIONS TO
�' O `/' a
J
"
w
2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPEANDOONNECTED TO
BAND EXISTING MANHOLES SHALL
C ai
p
THE DROP FITTING WRH STANDARD GASKETIOINT.
W BE CORED AND A FLEXIBLE
� _ v N
z
•.r. .. ..
'� ;' ° <.?'' :,' ,i ;, ,' �' '<°. r .•.e '. °.. a•+.
3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS STRAPS SHALL BE MADE OF
CONNECTION "BOOT
= a'
O
° ,
•. �Ln
° °,''e°..•.e :". " I' ..
STAINLESS STEEL.
Q INSTALLED
,. ° ° . tl 4. ... ..
° a •
4 SHAPE INVERT AS NEEDED TO PROVIDE S
SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT
o ON
'� N
v1
w
(N LINE WYE- TEE
TO SPRING LINE OF NH EINVE
F MANHOLE RT.
M
V
\ \ \ \ \ \ \ \ \ \ \ \
\\/\
\/\/\/\RADE /
PLAN
S. DROP CONNECTION DISCHARGE FrrTING SHALL BE ORIENTED AT45 DEGREES, IWO THE FLOW,
6. VERTICAL DROP PIPE SHALL BE INSTALLEDAT90 DEGREES FROM THE ACCESS STEPS.
TYPICAL MANHOLE PLAN
VARIES
4" 21-B STONE
COMPACTED SUBGADE NE
7. MINIMUM 72N DIAMETER MANHOLE REQUIRED FOR A SINGLE IO"OR 12" DIAMETER DROP CONNECTION, OR
SHOWING BRANCH TIE - IN
R
TWOS' DIAMETER DROP CONNECTIONS.
UO
SEWER SERVICE LATERAL CONNECTION
STANDARD INTERNAL DROP CONNECTION
NTS
o
N.T.S.
N.T.S.
MG. S-I-B
(.9
CONCRETE SIDEWALK JOINT DETAIL
FIG• 5-2
FIG. S-1-132
0
Of
TD-33
TD-30
TD--27
No Scale
F
0
w
w
w
FRAME &COVER
T
�E
o
DATE
'^�
FRAME de COVER
(SEE FIG. S-I-D,E)
cn
E
SEE FIG. S-I-D. E
j
NING BACKFlLL SHALLp
Bm
o
STREET SURFACE OR
NON -PAVED AREA
STREET SURFACE OR
NON -PAVED AREA
�
01/26/2023
ONTAIN ROCK MATERIAL
9g
O
3R THAN 5" IN ANY
SLOPED AREA
SLOPED AREA -'�
DRAWN BY
SION
L BACKFlLL�
L-�E
��
E� 0 I F
1'-D` MAx 2'-� d�� STEEL STEPS
CAST IN PLACE
MAXDESIGNED
A. MABEE
fMlb
8"MINLIFTS)2
N
BY
EMBEDMENT
OROUGHLY COMPACTED
__PRECAST
E
SECTIONB WIC
REINFORCED CONCRETESPRING
5VED
-01'-0"
UNE 4\Y NANO OR APPROVED
ECHANICAL TAMPER
-L. R EA- p
APPRROIN
AL
�OF
J. FOX
PIPE
NCHING
s
$ aw
RUBBER COATED STEEL
N0. 68 STONE -
DING 6" max
min
��,,,, 0
s g LL3'-D"
$ 47 ag d
E .6j �4 d
MIN
THE DROP CONNECTION SHALL BE
.� DUCTILE IRON PIPE(CLASS 504"
5" BACKFILLED IN 8' LAYERS AN�
3'-0" MIN
STEPS CAST IN PLACE
PRECAST REINFORCED
CHECKED BY
(SHALL BE
E E -
COMPACTED BY HAND TAMPERS OR
1� ® '• BACKFlLLED WITH SELF-COMPACTNG0
CONCRETE EALS NS 12 MIN
RING SEALS 18" MAX
•
J. FOX
SCALE
UIREDON
UIRED WHEN SOIL
II
1B M-ax STONE'
MINIMUM ELEVATION T-
CONDITIONS ARE UNSTABLEc�
F�
o
5" 4'-0"
ALL PIPE)
5" T
T
RNLEf
�Q,
g
MINIMUM ELEVATION DIFFERENCE
WMIN 12"MIN
FROM TOROUTLETH.
•
N.A.
h u
VARI Q ACROSS S'IALLBE"D20 FEET
SHALL BE 0.20
CONCRETE VARIES
" ,•,
A FILLETED INVERT FOR A SMOOTH
DEPTH L FLOW FILLETS
CHANNEL 1'0 BE
•
F LOW BETWEEN
TRANNOTE
3/4 DIAMETER OF�
:
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL
O;•
+., INLETSIT OULETION
Q INLET&PROVIDED.
12 •4 �.6' ' • 'r ••. GSEWER.
__ -
CONTRIBUTING .• _
T�' a ,••. • . .. 12„
BE
ENTIRELY WITH N0. 21A STONE.
BACKFl LEDDUCTILE
Fs
A FILLETED INVERT FOR A SM130 d
2. FOR DUCTILE IRON PIPE
3/4 DIA OF LARGEST
TRANSITION OF FLOW BETWEEN
THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68
z
o„ o
t=
`�
PIPE IN MANHOLE
MIN. 8" BEDDING WITH N0. 68 STONE
INLET & OUTLET PIPE SHALL BE
PROVIDED. MIN. 6' BEDDING
STONE SHALL BE PROVIDED'
_
E E <_ E o
E �„
NOTE W/ NO. 68 STONE
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
��
NOTES:
BEDDING OF NO. 68 STONE'
D 8" a® 8� a
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
o:
O O I
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LET HOLES. INLETS, OUTLETS TO BE SEALED & GROUTED
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
INSIDE AND OUT
EXTENDED OR NON -EXTENDED BASES.
-F
V
�j
1
4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE
DESIGN ON SEWERS WITH STEEP SLOPES
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
M
��
S
TYPICAL EWER PIPE
INSIDE AND OUT.
INSTALLATION IN TRENCH
TYPICAL MANHOLE SECTION
TYPICAL MANHOLE FRAME &COVER
TIE-IN
cz
TYPICAL MANHOLE WITH DROP CONNECTION
SHOWING BRANCH
N.T.S
NTS
FIG S-I-D
NTS
N.T.S
M
TD-31
FIG. S-3
FIG. S-I-A
FIG. S-I--C
M
TD-34
Tp_2R
TD-25
Q
\
"--
z
VJ
PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED
IN ACCORDANCE
J
WITH PART V, SECTION G OF THESE SPECIFICA71ONS
_
>
R ROADWAY a
SLOPED AREA RUBBER COATED STEEL STEPS
CAST IN PLACE•a:
,,: '•a,; "
W
FRAME & COVER
.:•�v}i •''.4
J
W
(4) 1- cumin) oA NDMs 1 1/2.
"e T Cl %v""N wA v 1/2' Du (3amm7
a 6 1/4-'] 7•
i
SEE no. S-1-D, E
PRECAST REINFORCER CONCRETE
�,.
ON BLOCKS •.+� . EXISTING SANITARY
• : a , %. SEWER PIPE
`) Z
o
I� [csimmj"� [Hamm)
OR
-
SECTIONS WITH 0" RING SEALS
OR APPROVED EQUAL
2'-0" . •
i'-0' MAX
-
DOGHOUSE OPENING SHALL � �. A' ';, MIN. 12" CLEARANCE
.•�• •;
BE PREFORMED BY �! � • � BETWEEN EXISTING PIPE
SAW TOER FITPIPE`• •.* � .;L•.'•. • AND STONE BEDDING
•,„
�
�/ ED
O Q
,�maxx
W
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U /
x PAVEMENT m
II 2B 7/18' pA 5/6'
OUTSIDE DIAMATER a •,.
PLUS 8".
W
IIIIII II � p,,,,,� -I Ltemm7
A FITTING MAY BE REQUIRED
..• ,.
L��
0 0 IIf 36� py a zs'
[9tamm7 [69omm
AS
• N97H ACSA APPROVAL
N2 THICK VDOT
No. 88 STONE BEDDING
RE
f
O
42' MIN.
1 1/2'
FRAPAE SECTION 13/16' [3amm}
8"xB"xi6" AND 4"xB'x18' ,
SOLID CONCRETE BLOCKS
7
COATED STEEL BAND OR STAINLESS
42' MIN. 0,25" MI STEELKCA CASING STEEL CASING INSULATORS
I I �Z" CONCRETE
ENDSFILL
[20mm] �hT
p(Rat"
THE DROP CONNECTIDUCTILE ]RON PIPE ON SHALLLASS BECENTER
3'-0" MIN ,•
W
EACH) DOGHOUSEMANHOLE BASE
Q
_
I
IN B" L YTAM
O
4,
IF
1 SPN I Aft 3 t/e� t/a'
Y I L7sm,,, It3mm7
5" BA�� TAMPERS OR
+ WITH SELF -COMPACTING
,,,,,,,WAL„
111111I„"' ' '1,""1'I11I„11"I"I'I"I'1
/f
to
-
3 13/16' a 13/t6'
Cs4mm [97mm} 1679mm]
a 25'
o STOKFILLEO
J� STONE
12„ MIN
18 MAX MINIMUM ELEVATION DIFFERENCE
MANHOLE ABOVE BASE SFfALL FlLl DOGHOUSE OPENING
BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE
WITH 3,000 PSI CONCRETE
\`
,.;
t 3�"
s ti/ta• ]
[35mm7 g L635mm
O.D. OF GOT
p ACROSS M.H. FROM INLET TO
ON FIGURE S-1-A OR NON -SHRINKING GROUT
2'-D' T DR 8' I T CIR B' 2'-0' 2'-0'
r
[77mm /76• VRopvE
6a1.T } I [tnmm] sEcnOu vlEw 1 (6mm) DIA
5" : OUTLET' SHALL BE 0,20 FEET
'
I
m AsmEY NEOPRENE GASKET
EO
° E �-
12'MIN 12 MIN A ION INVERT FOR A SMOOTH
0
UCTILE IRON PIPE I 16' OR 20' JOINT OF ILI.
RESTRAINED JOINTS) (" ,
(2) w R 1/16 x 5/8 x 1 1/2
t800, IL RUBBER FAf 0001 S
SE VV p [5mm t 5/9' (2) BLT Hex 5/9-11X3 1/2 55
2ao0 (4tmm PART/ aoosim
VARI 4 TRANSITION OF FLOW BETWEEN
ANSI
.• �• '•" INLET & OULET PIPE SHALL BE
PROMDED.
ALLOW CONCRETE WRAP EXISTING PIPE WITH
TO FLOW A MIN.
Q
[a1,m 1/2"
�•
V-O" BEYOND BASE NEOPRENE GASKET MATERIAL
NOTE: 1_ STEEL CASING EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF
t t/a' (zamm) BP. Boss 13mm .� D0. ST.vNLPss s,EEL ROD 12, W R 5/a ID 1.`A W SS
PLAN VIEW L PARTy o.A,
'�'�.
p FITTING DIMENSION VARIES WITH SLOPE.
OF STRUCTURE BEFORE FILLING THE OPENING
IC
PAVEMENT, WHICHEVER IS GREATER,
PICI(EARa LocteuG HOLE DE -AIL
'' .+'•
NEOPRENE SECURED BY 2 NON-
2, ENDS [IF CASING CAN BE SEALED USING APULL-ON END SEAL GASKET IN LIEU OF CONCRETE FILL.
1. ALL MANHOLES 1 W YEAR Party Wsa12M
WN OR LOCATE➢ IN AREAS 91BJECT lb HLOWBI9 SHALL
12 ., 6' s"• •... • r A ;`'
EACH SIDE OF OPENING
3, MID➢LE SPACER SHALL HE PLACED AT THE CENTERPOINT OF PIPE JOINT.
SIGMIN FIAAE WAlER11GHT FRAME k CCVFR. JAM s/e-n zN
z GHT COVERS coR
DE9GN FOR WAFRAMEST1LOLOCKING
CONERSALTERNAIWMA
3. WVERa SXALL BE FIXED 1D FRAMES 11t1H LOCkING WGS OR 9MIGai A$ENBLY. wary OCKB122B
W SUIP.D. FA I o
OA LARGEST
WATER
TYPICAL WATERTIGHT ( ) R Uxx we
(aiat0 PARrN ools5sas
PIPE IN MANHOLE
PIP
12" MIN. GAST-IN PLACE
ADM PSI CONCRETE BABE
TYPICAL STEEL SLEEVE INSTALLATION
E FRAME &COVER LOCK LUG ASSEMBLY
MANHOLE
MIN. B" BEDDING W17H N0. 68 STONE
FOUNDATION SECTION VIEW
UNDER ROADWAYS
NT.B FIGB-Ee
NOTES:�
�IIIII,I„�,,,,I,,,,,,,,,,I,I„�,,,,,,,�,�„I,I,,,,.,,,,I,,,,.„.,II,I,,,,I„.,.„.,,,,I,,,,I,,,,.„.,.,,,,..I.I.
TD-32
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
NOTES:
N.T.S
SPECIFICALLY DETERMINED THE CONSULTANT FOR THE SOIL CONDITIONS
FlG. W-10
RMINE WHETHER MANHOLES SHALL HAVE
2, THE CONSULTANT STALL DETERMINE
1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW
EXTENDED OR NON -EXTENDED BASES
FLOW TO THE EXISTING PIPE.
3, ALL JOINTS• UFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED
INSIDE AND OUT.
2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE.
3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6"
OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE
BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN
ACCORDANCE WITH THESE SPECIFICATIONS.
TYPICAL MANHOLE DROP CONNECTION
TYPICAL MANHOLE BASE
JOB NO.
WITH STEEP INCOMING SLOPE
SHOWING "DOGHOUSE" INSTALLATION
49639.003
NTS
N.T.S
FIG. S-1-Cl
FIG. S-1-Al
SHEET NO.
C1.2
TD-29
TD-26
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