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ROAD &UTILITY PLAN AMENDMENT
(SUB-201600021)
SITE DATA:
TAX MAP PARCEL: 055EO-01-10-000AO COUNTY OF ALBEMARLE VIRGINIA
EAST VILLAGE LLC ,
DB 4797 PG 676
PARCEL AREA: 1.604 ACRES
LIMITS OF DISTURBANCE: 1.76 ACRES 0 2/ 0 7/ 2 0 2 2
ZONING:
NEIGHBORHOOD MODEL DISTRICT (NMD) IN ACCORDANCE WITH ZMA2015-00001
OVERLAY DISTRICT:
NONE
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:
2021
DATUM: HORIZONTAL:
NAD83 (NA2011) VIRGINIA STATE GRID SOUTH
VERTICAL:
NAVD88 VIA GPS RTK OBSERVATIONS
REQUIRED BUILDING SETBACKS (BLOCK 10
FRONT: 5 FT MINIMUM/25 FT MAXIMUM
SIDE: 5 FT MINIMUM
REAR: 5 FT MINIMUM
MAXIMUM BUILDING HEIGHT: SINGLE FAMILY ATTACHED- 4.0 STORIES OR 60 FT
EXISTING USE: VACANT RESIDENTIAL LAND
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:
RESIDENTIAL DEVELOPMENT FOR TOWNHOUSE UNITS
23 UNITS/1.604 ACRES = 14.34 DU/AC
4.18%
1.05 ACRES
NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT
ACSA PUBLIC WATER AND SEWER
2 SPACES PER SINGLE FAMILY ATTACHED (23 UNITS)
1 GUEST SPACE PER 4 SINGLE FAMILY ATTACHED (23 UNITS
52 PARKING SPACES REQUIRED
2 GARAGE SPACES PER SINGLE FAMILY ATTACHED (23 UNITS)
2 DRIVEWAY SPACES PER SINGLE FAMILY ATTACHED (23 UNITS)
ON -STREET PARKING PROVIDED THROUGHOUT EAST VILLAGE
92 MINIMUM 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.
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: CLINT SHIFFLETT, P.E.
TELEPHONE: (434) 327-1690
EMAIL: CLINT. SHIFFLETT@TIMMONS.COM
Sheet List Table
Sheet Number
Sheet Title
CO.0
COVER
C1.0
NOTES & DETAILS
C1.1
NOTES & DETAILS
C1.2
NOTES & DETAILS
C1.3
NOTES & DETAILS
C2.0
EXISTING CONDITIONS & DEMOLITION PLAN
C4.0
LAYOUT PLAN
C5.0
GRADING & DRAINAGE PLAN
C6.0
STORM INLET DRAINAGE MAP
C6.1
STORMWATER CALCULATIONS
C7.0
STORM & UTILITY PROFILES
C8.0
ROAD PROFILE
NUMBER OF SHEETS = 12
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
21
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DATE
0210712022
DRAWN BY
R.VAN NIEKERK
DESIGNED BY
1. FOX
CHECKED BY
C. SHIFFLETT
SCALE
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JOB NO.
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SHEET NO.
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GENERALNOTES
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 All17.1-03.
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 Coun only reviews private road as -built plans. The coup 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 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.
b. 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.
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 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 resolution 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 necessary. This is usually in the form
of letters approving compaction reports, CBR's, pavement cores, pipe video, or other items wbere 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 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 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 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
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 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.
1 Nov 2011
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 Ytests and inspections performed by a Professional
engineer or eotech or VDOT certified inspector. This should include at a minimum
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a. California Bearing Ratio (CBR) tests,
b. 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 CountyAs-built Road Plan Policy. Provide copies of all recorded drainage easements
Y P g
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 m-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 requireA.
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 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, Wets, 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.
D. Completed 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 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 County.
r COUNTY OF ALBEMARLE
m Department of Community Development
/ACIN\P
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 geo-coordinates of all facilities.
4. Verified Drainage Area maps for the drainage area treated and for drainage to the facilities.
g P 8 , g
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, culverttpipe 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 - biofrlter 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. Biofilter 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.
s0
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DATE
0210712022
DRAWN BY
R. VAN NIEKERK
DESIGNED BY
J. FOX
CHECKED BY
C. SHIFFLETT
SCALE
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JOB NO.
639.001
SHEET NO.
C1.0
1 Nov 2011
L
SIGN AND POST DETAIL
No Scale
WP-2
Imo►{ EDGE EPIPAVEMENT
I I EDGE
DETERMINED
IN FIELD)
\ \ \ \ \ \ \ \ 11 11 � x x � x � x � � � N N N N N N N N N N N=[
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
------------
-------- EXISTING SUBBASE PROPOSED SUBBASE
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHI LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 1% INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
* MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES(
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN N ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHALL BE THEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET MART.
4. THE ADJACENT TRAVEL LINE SHALL BE MILLED A MINIMUM DEPTH OF 11/RE INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY ENGINEER.
5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE N ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(c) OF THE
SPECIFICATIONS.
CONCRETE1.5" ASPHALTIC
• -
2" INTERMEDIATE BASE COURSE - IM19.OA
\\\\\\\\\\\\\\\\\\\\\\\\ INTERMEDIATE • - 1•
8" TYPE 21-B AGGREGATE SUBBASE COURSE
-COMPACTED •.D
GEOTECHNICAL REPORT)
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
HEAVY DUTY ASPHALT PAVEMENT SECTION
No Scale
BEECHEN LANE SECTION
ROLL-TOP
COMPACTED
1
- ROLL-TOP
3.0' I~ i
NOTE: ROAD CROSS SECTION COMPLIES WITH
ALBEMARLE COUNTY DESIGN STANDARDS.
BEECHEN LANE SECTION (30' PRIVATE RIGHT -OF -WA•
No Scale
NOTE: PROPOSED
PAVEMENT MUST TIE
IN WITH EXISTING
PAVEMENT
EXISTING PAVEME
a
SAWCUTTHROUGH
U EX. SURFACE
COURSE
w & REMOVE
PAVEMENT
\2' MIN.
2" +
ROPOSED PAVEMENT
MATCH EX. CROSS
SLOPE UNLESS OTHERWISE
SPECIFIED ON PLANS
PROPOSED
SURFACE
COURSE
\ I EXISTING
JI PAVEMENT
XV= SPECIFICATION
ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENGE MILL EX. SURFACE COURSE
SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC BASE COURSE
315 SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE
303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION
PAVEMENT REPLACEMENT JOINT DETAIL
No Scale A
SIDEWALK (WHERE REQUIRED) VDOT STD. CURB - -
CONSTRUCTED ADJACENT D pRpp INLET (DI-3)
AND FLUSH WITH INLET TOP WTTF'I TYPE 'A' NOSING w m
iL
02
R
,
rw
I
ROLL-TOP CURB TRANSITION TO STANDARD CURB AND DROP INLET
No Scale
CD-1
i EW
TOP OF CUT PAY LIMITS FOR ( CAL)CUT RADE PAVEMENT BEGIN WITH 45-
SUBBASE DITCH LINE ELBOW /
FILL UBGRADESHOULDER LINE
/
COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS EDGE OF PAV
CENTER LINE SECTION TRAVEL LANES �i.4S�
(WITH TYPE 1 SELECT MATERIA) - 1E- - - tr - - -
TRENCH PLACEMENT EDGE OF PAVEMENT PAY LIMITS FOR
OUTLET PIPE TO
SHOULDER LINE BEGIN WITH 45-
F PAVEMENT SURFACE M BASE I L ELBOW
TOE OF FILL
0 0 0 0 0 0 0 a-o-o o 0 o F SUBBASE a$'/ 42,
o. o.o.d-o.o 0 0 0-0-0- -SELECT MATERIAL TYPE IORE (TYPICAL)
o-a-a-P/$T
e '•°°° i57 AGGREGATE, N8 AGGREGATE OR CRUSHED
- GLASS MEETING X8 GRADATION REQUIREMENTS. PLAN VIEW
GEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN)
OR
E- PAVEMENT SURFACE M BASE
a o 0 0 0 0 0 0 0 SUBBASE OR CEMENT STABILIZED SUBBASE
o-o- o o - o - o - o00o F SELECT MATERIAL TYPE N OR SUBGRADE
(CEMENT OR LIME STABILIZED)
GEOTE%TILE •57 AGGREGATE, N8 AGGREGATE OR CRUSHED
DRAINAGE GLASS MEETING M8 GRADATION REQUIREMENTS. GENERAL NOTES
FASSC
1. UNLESS SPECFOALY INDICATED, COMBINATION UNDERDRAIN WILL NOT BE
LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED.
2. TRENCH SHALL BE FILLED WITH AGGREGATE AND TIROUGH.Y HAND TAMPED TO
INSURE COMPACTNESS.
NON -PERFORATED OUTLET PIPE 3. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND
SHN.L BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (3 X
DESIRABLE) GRADE.
TYPE OF PPE
CRUSHING STRENGTH
)(W.T.
4" NOW. DIAMETER
)(W.T.
8" NOW. OUIETER
SMOOTH WALL PVCI
M
1
10.153
SMOOTH WALL PE
1
1 70 PS )OCK
1
70 PSI MMM
4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE
OUTLETS FOR UNDERDRNNS, THEY ME TO BE LOCATED SO AS TO DRAIN INTO DROP
INLETS OR MANHOLES.
5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA
WITH OUTLET PIPE ON LOW SIDE ONLY.
S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" MOVE
INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE.
M WALL THICKNESS (MIN) - INCHES
7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WUHN PAY LIMITS FOR OUTLET PIPE ARE TO
BE OF THE SAME CRUSHING STRENGTH M THE OUTLET PIPE.
MIEN TESTED ACCORDING TO ASTM D-2412
AT 5X DEFLECTION.
8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12OR OMER DRAINAGE
STRUCTURE.
��TANDMDB
STANDARD
COMBINATION UNDERDRAIN
SPECIFICATION
ROAD Ao
SHEET 1 OU 1
REVISION DATE
(AT LOWER END OF CUTS)
232
5DI
108.04
VIRGINIA
DEPARTMENT OF TRANSPORTATION
701
CG-9B
I TH F
`.
ENTRANCE -
IR
LIMITS OF PEG.
LIMITS OF PEO.
ACCESS ROUTE[E
o
ACCESS ROUTE HIT]
�/2
WIDTH OF ENTRANCE
UNPAVED SPACE
NON -TRAVERSABLE -'
UNPAVED SPACE
d
EXISTING OR PROPOSED
EXPANSION JOINT
SDEWALK OR SIDEWALK SPACE
WIDTH OF
ENTRANCE
2' - 0"
II:
EXPANSION JOINT
w
LIMITS OF PEG.
CESS ROUTE ®
b
NON -TRAVERSABLE -'
LIMITS OF PEG.
ACCESS ROUTE
E
E
(_10 w
R.
CURB INCLUDED IN
PEDESTRIAN ACCESS ROUTE DETAIL WITH $I
9
ENTRANCE GUTTER
�
E
WITHOUT UNPAVED SPACE
r<
3
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ADDITIONAL RIGHT-OF-WAY
-WAY IS REG�UIRED IF THE LIMITS
?
OF PEDESTRIAN ACCESS ROUTE
ACC EXTEND BEYOND �.I
io
FLOW LINE
GH
EXISTING OR PROPOSED VDOT RIGHT -OF WAY.
O'•'
r
r
EXPANSION JOINT
ENTRANCE WIDTH
DESIRABLE MINIMUM 16'
e' ' •' °'
O
ABSOLUTE MINIMUM 12'
PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS
[E-
u
UNOBSTRUCTED. STABLE. FIRM AND SLIP RESISTANT
o. o
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A
4040 0
FACILITY THAT CAN BE APPROACHED, ENTERED AND
EDGE OF PAVEMENT
USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT
TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F-F
It
C
HALF
PLAN
III' IF PEDESTRIAN ACCESS ROUTES F31 ME BEING T-13"
PROVIDED, A MINIMUM 4 TRAVE LE WIDTH
IS REQUIRED WITH A MAX. 2% CROSS SLOPE.
• e.
WHEN USED IN CONJUNCTION WITH STANDARD Li
PARABOLIC CG-3 OR THE CURB ON THIS
STANDARDCS T•O BE ADJUSTDE TO MATCH
CURVE MOUNTABLE CURB CONFIGURATION.SPACE
THESIDEWALK
NORMAL GUTTER
® ® ------
- *=
SECTION E-E
�*OXTO
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q
CHANGE
P - 3"
qbe.
vYe pee eqe. SR qe �'
CLA55 A3 (H.E.S.) CONC.
oso
ge.toe
�
6" AGGR. BASE TYPE I SIZE
21B
• e.
5 0
® POINT OF GRADE CHANGE
• >. ' ^• p•
12% MAX. SLOPE 5'-0"
.
FOR CURB AND GUTTER ONLY 1t
•C. • 0. • �.
FOR SIDEWALK CURB AND GUTTER
* * 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10- INTERVALS
bo • o o • o
BUILT CONCURRENTLY
oq
'o 0 gnu&
x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10-INTERVAL
AND
SECTION C-C
8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10- INTERVALS SECTION D-D
SPECIFICATION
XVDOT
REFERENCE
STANDARD
ENTRANCE GUTTER
ROAD AND BRIDGE STANDARDS
502
REVISION DATE
I SHEET 1 OF 1
VIRGINIA DEPARTMENT
OF TRANSPORTATION
07/15
203.02
IS-1
G
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.
uSOLID WHITE LINE 24"
l (T"P)
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, 21
(TYP.) (TYP.)
STRIPING AND SIGNAGE DETAIL
m
COMPACTED
SUBGRADE-\
4" MIN.
L
CONIC CURB AND GUTTER CLASS 3A,
(PC=3,000 PSI) CONCRETE
VDOT STANDARD CG-6 CURB & GUTTER
No Scale
ai H°iDPE TPorir�oFARON NON -SLIP BROOM FINISH
LARGEST PIPE.
SHAPE TO I VARIABLE WIDTH'
CONTOUR
i MAX. CROSS SLOPE 2%
I
91 v SLOPE TLETDPIPE TO INVERT
SECTION A -A
METHOD OF TREATMENT IN DROP INLETS
SHAPING OF MANHOLE AND INLET INVERTS N ACCORDANCE WITH
ON PLANS OR WHERE INVERT OF PIPE IS MOVE AVERT OF
THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIEDffY
A/
`
\
SLOPE TO DRAIN
TO INVERT OF
STRUCTURE.
j
OUTLET PIPE
ARMHOLE DROP INLET TO BE FORMED AND CONSTRUCTED
ACCORDANCE WITH I STANDARD OR SPECIAL DRAWING.
S DETAILED
THE INVERT SHADING AS OETNLED HEREON IS TO CONSIST
TINVERTSH A
e
3
CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR
CLASSPORTLAND
CLASS EXCEPT THAT 25X OF COARSE AGGREGATE MAY
/
4
UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK,
IC
BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE
)j+
SHALL BE LEFT SMOOTH BY MEALS HAND TROWELLING. NONE
MMAIN
I I
`••
OF THE COARSE AGGREGATETE SHALL REMAIN EXPOSED.
.
'
DETAILS OF INVERT SHARING AS SHOWN HEREON ME FOR EXAMPLE
.
PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED
-
INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET
CONFIGURATION AND FLOW LINES.
SECTION B-B
PLAN
METHOD OF TREATMENT IN MANHOLES
ROAD AND TANDARDS SPECIFICATION
STANDARD METHOD OF SHAPING REFERENCE
SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS
302
106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION
1
-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
NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH VDOT STANDARDS.
COMPACTED SUBGRADE
4" 21-B STONE
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0210712022
0
DRAWN BY
R. VAN NIEKERK
DESIGNED BY
J. FOX
CHECKED BY
C. SHIFFLETT
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CONCRETE SIDEWALK JOINT DETAIL
No Scale
JOB NO.
639.001
SHEET NO.
C1.1
COVER LIFT NOTCH
12 3/8"
WATER
CAST IRON LID
V
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 MAIN, \-RESTRAINED JOINT FITTINGS
ON-LINE
(TYPE "B")
VARILJ THREADED COUPLING
PVC SLEEVE o CRASS NIPPLE AND PVC
I LUBRICATE ALL THREADS
THRUST BLOCK `o
METER BOX (SEE FIG. W-7)
VALVE OX
NO. 57 STONE
M.J. FITTING 2" PIPE SLOPED
TO DRAIN IF
GRADE ALLOWS
VARIES VARIES 2" BRASS PIPE
WATER MAIN AND VALVE Y THREADED TAP
ARE SAME SIZE PLUG
DEAD END
(TYPE "A")
TYPICAL BLOW -OFF ASSEMBLY
NTS
FIG. W-8
IU-T9
NISHED GRADE
AIR RELEASE VALVE
BRASS OR BRONZE PIPE VARLOVEE GATE
IFRPOSSIBLERADE
IN
n I
BRICK S&FORTS OR -
SOLID CEM NT BLOCKS
K USHED STONE
COPPER" SOFT
CORPORATION STOP
NOTES:
1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC
AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL,
SHALL BE USED.
2) FOR WATFFRLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER
LINES 12 AND LARGER USE 2" A.R.V. AND FITTINGS.
3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN
ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT
THE MANHOLE CONE.
AIR RELEASE VALVE (ARV)
NTS
no. W-9
TD-20
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
QTHE LOCAL STANDARD.
1
LENGTH OF BRANCH VARIES
6' MIN 701 2, 70 10'
(2
7 CU. FT. 18"-22"VALVE BOX
#68 STONE
42"MIN 6" GATE
o °�: •�.M VALVE
I .
�.; 8 X 6"
TEE
2500 P.S.I. CONCRETE
BASE AND THRUST
BLOCK AGAINST
UNDISTURBED STABLE
SOIL STEEL PILE
WHEN THE SOIL IS DISTURBED �EN RESTRAINED JOINT FITTINGS
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
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.S.
FIG. W-4
z
N
a
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
FINISHED GRADE
I� ADJUSTABLE TRAFFIC RATED
II VALVE BOX W! LID
u n
T � M.J. GATE VALVE
WATER LINE
L_7 . .
2500 P.S.I. .
CONCRETE W d 2'x 2' BEARING AREA.
THRUST BLOCK ..4
d, e d
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIG. W-5
TD-9
1' COMPRESSION w 3/4" MADE PIPE =RUNG
OR APPROVED EQUAL
o
rom
NOM
NO BNEATED DTDNGS
DUAL SERVICE
1' TYPE 'M
SaT COPPFA
SINGLE SERVICE
NOTE
1) SADDLES SHALL BE USED ON PVC PIPE
r FOR USE ON ATTACHED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL RESIDERTIAL
Y\-1--, AND IRRIGATION SERMCE4
R.
1' COMPRESSION , 3/4' MALE PIPE COUPLING
OR APPROVED EQUAL
7USE ON DETACHED SINGLE FAMILY
nAL SERMCE WERE AN IRRIGATION
METER IS NOT PROMDED.
RON Up
_FINISHED GRADE
1/8 BEND CWPUNU� y _ -
s
METER
$,H.YrN ^fir.' `. .3 • '.BRICK AS
CORPatAnOM STOP
'1":'. `. >'.'•,::r r,+ NECESSARY
SAIL OR OUST UNDER
s-= v
}:ti,,',1-=�a,�Y{�aaw.�<MTo MOT SPED 203, N0. e)
AGGREGATE
BOX AND SETTER (2-INCH
MINIMUM THICKNESS)
'}M,S'`� i
''Rmt:
TYPICAL SERVICE
LATERAL INSTALLATION
(5/8"
& 1" METERS)
NTS
FIG. W-6A
TD-10
- FOR BENDS B" & 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" BEND USE 3 STRAPS
AS SHOWN. /.
I
ELEVATION
PAINT ALL EXPOSED STEEL NTH 2 GOATS OF BITUMINOUS PAINT.
BEND
SIZE
A
B
C
D
E
F
4' - 8
1'-
2'-3
a'-8
1'-2
T
1 1 V
e"
2'-3
3'-0
W-
V
Y-e
1 14'
11 1/4'
10"
2'-B
S
Y-0'
2'-0
7-
Y
t7
3'-
4'-J'
3'-0
V-3"
X-6"
2'
Is'
S--0
9-8'
3'-S
S-0"
4'-6-
2 1/Y
9' - IV
V-8
Y-
X-e"
V-6
2'-B•
1 1 4•
er
X-
4'-
2'-S"
2'-6"
3'-3"
Y
at 1/2'
10•
3'-3
5-
3'-O
Z-9"
V-9
Y
12"
'-V
W-3
S-0
N-6
4'-3
Y
18•
V-0
T'-b
3'-3"
4'-0"
S'-8
2 1
4 -
3'-0"
8'-Q
3'-0"
3'-3
3'-3
21 4
45'
8•
3'-B"
8'-8
3'-0"
3'-8"
3'-.
21 4
far
4'-
7'-e
3'-D'
4'-
5'-
21 a
1Y
5'
W-D
X-Y
5'-
5'-
2 1/Y
3" THREAD
1 NOMINAL INSIDE
DIAMETER EXTRA
STRONG STEEL PIPE
B
ES
• __..._... -. CONCRETE CLASS 'B.
te• e'- tt'-o 3'-w e' Y-3" a t 12 BENDS &
LARGER �- C-�
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.T.S.
FIG. W-3A
TG-4
Top View
a..
A
6" MINIMUM 4'
1.
d a.
>o 4" MINIMUM
A.
A .
.4. a
NOTE: RESTRAINED JOINT FITTINGS.
Side View
Minimum
- - - d.d.
II a.
Certification of 959
compaction required
d .
Galvanized Steel Beam, I I e
W12 x 14 (min. size) d
3' min. penetration Into undisturbed 45'
soil or as approved by the
ACSA. I
I I �
TYPICAL THRUST BLOCK IN FILL AREA
NTS
FIG. W-3B
ASRM A36 AND HEX NUT
ASTM A588 (TYP)
UNDISTURBED EARTH UNDISTURBED
2 - 3/4" DIA SOIL (TYP)
ALL -THREAD ROD
�; •A:' WATER MAIN
SZ
�3
VALVE -
Ssix,
24"MIN
UNDISTURBED EARTH PUN
CUSS A-3 CONCRETE
EGA-LUG
MIN
W ELEVATION
UNDISTURBED FA
TRENCH 24"
MN WIDTH MIN
I �
It
SECTION
NOTE:
1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS 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
URGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY.
CROSS ANCHOR RESTRAINTS FOR VALVES
NTS
Fig. W-30
TD-e
JUNCTION BOXES, TRANSFORMER PADS PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RIGHT IF WAY.
VARIES
�10't-►I I �-30't
s' III 11 1 5' 1 1 F
WATER SEWER
3 A
o p
O: £
LOCATION OF OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)
EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM
WATER & SEWER 30' MINIMUM
W SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS.
UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT
90• TO THE RIGHT OF WAY,
UTILITY LOCATIONS & EASEMENT WIDTHS
NTS
FIG. W-1
TTt-1
PIPE
DEGREE
BEND DIMENSIONS
VOL
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)W.W.
(FEET)
CU.W.
BEND
L
H
T
L
I H
I T
90
2.50
2.50
3.D1
0.24
4" & 6"
45
2.00
2.25
260
0.15
200
225
250
0.15
z21/2
1.50
200
252
0.10
111/4
1.50
200
2.50
0.10
90
3.68
&IS
3.21
0.48
45
266
288
277
0.28
8.
221/2
1.66
2.16
2.89
0.13
3.16
2.91
2.66
0.32
111/4
1.66
2.16
287
0.13
90
4.83
3.83
3.42
0.83
10" & 12"
45
3.33
3.58
295
0.43
3.83
4.00
2-83
0.52
221/2
2.33
2.58
2-86
0.24
11 1/4
1.83
233
2.84
0.18
1. 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
FIG. W-3
10-3
Mr
CLINT W. 7:
i�S LET
ic.SLN 4380 �4j
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in DATE
0 0210712022
} DRAWN BY
R. VAN NIEKERK
• DESIGNED BY
• J. FOX
• CHECKED BY
• C. SHIFFLETT
SCALE
• N.A.
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SEWER SERVICE LATERAL CONNECTION NOTES:
%'A%!tpLTif
��
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1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
�1
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE
NOTE, MIN. 60' DIAMETER MANHOLE
• w'
• .� rt
C L I N T W. '1,i
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
REQUIRED,
• •
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
o
MM STEP
l~w
J40
i $ F LET Y •
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
fITM1) DROP MANHOLE PVC CROSS
Z_
•
i A- Lie. N . 54380 GC •
BE CONNECTED USING A PIPE SADDLE
USE APPROVED FLEXIBLE RUBBER
BOOT.
� f, �TV [r
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q
° " 02
'O 07128122
•
(1/4" PER FOOT)
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN
>• c 2
3000 PSI CONC. BASE
�� �U11AL
~�04004
DIAMETER OF 4".
S' GASKETED
STOP COUPLING
BENCH SLOPED TO FLOW
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
o 2T
CHANNEL 1/4" 1' MIN
OF 3 FEEL
PIPE STRAPS --� %,, PIPE
"
SALT
TREATED
° (STAINLESS STEEL)
o SPACED EVERY Y"AT
2' VERTICALLY f'•''
-�
�� `
m
G 0
u
2 x 4
FINISHED GROUND MARKER
90" RESTRAINED HEND ?"�{' 'A:,y„
•;H;; .;;
\ / "
\ 1 BRANCH
N C
; E
SEWER
NFLUENT
�„
I J f-
a? E
• PIPE
LU = y
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PIPE
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PLAN
LLI 0 T y
¢ W u
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0000
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PLUG END OF
PROFILE
CO: "�" o 0)
MAIN LINE SECTION SERVICE LATERAL
MIN, 6' BEDDING WITH NO. 68 STONE
(A N N
a
O
O
'p'0"
1.HEIGHTOFTHEVERTICALDROPPIPEWILLBEDETERMINEDBYTHEACSA,BJTSHALLNOTBELESSTHANTWO
FLEXIBLE CONNECTION NOTE:
a
z_ ?
cJ
U
U
(2) FEET.
WITH STAINLESS STEEL ALL CONNECTIONS TO
O0 In
w
2
2
2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C,SQED THE SAME AS THE INCOMING PIPE AND CONNECTED TO
BAND EXISTING MANHOLES SHALL
d' ai"
p
>
>
THE DROP FITTING WITH STANDARD GASKETJOINT.
w BE CORED AND A FLEXIBLE
V) _ N
Z
O
O
3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF
CONNECTION BOOT "
INSTALLED
>
= Q Ln
O
(D
W
W
STAINLESS STEEL.
O
n
c0
..,
4
(L
4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT
m N
Lu
W
W
fIN LINE WYE-TEE
TO SPRING UNE OF MANHOLE INVERT.
d`
LFl
LFl
PLAN
S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLow,
TYPICAL MANHOLE PLAN
J
6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS.
F
VARIES
7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE SO" OR 12" DIAMETER DROP CONNECTION, OR
SHOWING BRANCH TIE - N
N
it
TWO B" DIAMETER DROP CONNECTIONS.
SEWER SERVICE LATERAL CONNECTION
STANDARD INTERNAL DROP CONNECTION
NTS
0
N.T.S.
N.T.S.
FIG. S-I-B
FIG. S-2
FIG. S-1-C2
0
O
TD-33
TD-30
TD-27
F
O
N
N
LU>
Lu
O
O
W
a
FRAME & COVER
�q
O
O
O
DATE
^�
FRAME & COVER
(SEE FIG. S-I-D,E)
REMAINING BACKFlLL SHALL
N > E
q o $ "'
wm m u
SEE FIG. S-I-D, E
STREET SURFACE lM
STREET SURFACE OR
>
O'
0
02/07/2022
NOT CONTAIN ROCK MATERIAL
Q
�� 9q �� o
/ NON -PAVED AREA
NON -PAYED AREA
p
36"MIN LARGER THAN 5" IN ANY
v E
SEGUED AREA -/
SLOPED AREA
DRAWN BY
DIMENSION
Ee o
EVJ �iE f"-
,,'•'h,'`,
24 MI
v+
,
1'-0" MAX z'-D" '• RUBBER PLACE STEEL STEPS
CAST IN PLACE
1'-O" MAX
R. VAN NIEKERK
INTIAL BACKFlLL+
B"MIN (6" LIFTS)
-
EMBEDMENT + THOROUGHLY COMPACTED
_
E
sREcn 1�YIn o�RNGSERALs
2'-O"
•
DESIGNED BY
SPRING LINE BY HANG OR APPROVED
OF PIPE MECHANICAL TAMPER
z
`-o E$Y M o
Ng EX �G
e OR APPROVED EQUAL
v
•
J. FOX
MUNCHING
E 0
RUBBER COATED STEEL
3'-0" MIN
CHECKED BY
NO. 68 STONEL-O_
BEDDING 6" min
�S �b g
o � a
i.. 1U <o
E 6 °
3'-o MIN
THE DROP CONNECTION SHALL �
d e DUCTILE IRON PIPE (CLASS 501)
STEPS CAST IN PLACE
PRECAST REINFORCED
•
4" min
(7 1z
5" BACKFILLED IN 6' LI'\YERS AN d
CONCRETE SECTIONS 12 MIN
•
C. SHIFFLETT
FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
E
E E E
COMPACTED BY HAND TAMPERS OR
t2 MIN BACKFll1ID WITH SELF -COMPACTING
0" RING SEALS 16" MAX
T
SCALE
CONDITIONS ARE
A
16" MAX STONE.
MINIMUM ELEVATION T
•
UNSTABLE
�m
A�
ALL PIPE)
nO ,^ IF
5"��
DIFFERENCE ACROSS M.H. 5" 4'-0" 5
N.A.
�E �e
CE
41 1YMIN 12"MIN ', ACROSS MHVFROM
FROM TO LET
NLET TO
VARIE OUTLET
SHALL BE 0.20 FEET.
-"
SHALL BE 0.20 FEET
CONCRETE ° VARIES
•'"' A FILLETED INVERT FOR A SMOOTH
DEPTH DF FLOW
CHANNEL TO BE FILLETS
•
d � TRANSITION OF FLOW BETWEEN
3/4 DIAMETER OF
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
O
;• INLET & OULET PIPE SHALL BE
a •' W•'Q PROVIDED.
12 �. • d' �.. �N. ,. G
CONTRIBUTINGNOTE
SEWER... : •�• ' . • • .. 12„
•
BACKFILLED ENTIRELY WITH NO. 21A
F
A FILLETED INVERT FOR A Shoo
STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM THE TRENCH SHALL BE SCRAPED
z
3/4 DIA OF LARGEST
PIPE IN MANHOLE
TRANSITION OF FLOW BETWEEN
INLET & OUTLET PIPE SHALL BE
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68
STONE SHALL BE PROVIDED'
9 A. �°
. T A? O
Is W.NOTES:
MIN. B" BEDDING WITH NO. 68 STONE
PROVIDED. MIN. 6" BEDDING
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
� �� B � t m 4
NOTE : W/ NO. 68 STONE
BEDDING OF NO. 68 STONE'
n" 8u B� n� �
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND MALL BE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
E
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2• THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
O O
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
EXTENDED OR NON -EXTENDED BASES.
J�
INSIDE AND OUT.
4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE
3. ALL JOINTS, LEFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
TYPICAL SEWER PIPE
DESIGN ON SEWERS WITH STEEP SLOPES
INSIDE AND OUT.
TYPICAL MANHOLE SECTION
INSTALLATION IN TRENCH
TYPICAL MANHOLE FRAME & COVER
TIE-IN
TYPICAL MANHOLE WITH DROP CONNECTION
SHOWING BRANCH
N.T.S
FIG S-I-D
NTS
O
N.T.S
FIG. S-3
NTS
FIG. S-I-A
TD-31
FIG.S-I-C
TD-34
TD-28
TD-25
` ' Q
Z
PRECAST CONCRETE MANHOLE
-
BASES SHALL BE FABRICATED IN ACCORDANCE
c7
J
WITH PART V, SECTION OF THESE SPECIflCARNS
O �
Hti
I'L ROADWAY le
SLOPED AREA RUBBER COATED STEEL STEPS
:.: `•;; ' ;
J >
CAST IN PLACE
FRAME & COVER
SEE FIG. S-I-D. E
••9:•''
I�
, . .
I i
(ai a ((a mmi o°�'u I-- zs th" w 1 1/Y
O eo<T [�"'"] �""0
174- p( r
SECTION REINFORCED CONCRETE
ONCONCRETEBLOOUSE CKS EXISTING DOGH••.4"� ...^ SEWER PIPE SANITARY
, : ,
Q
i
c
C
[sSZmm] [t7&1NR7
I
I- [e'"Dem�m7�
SECTIONS WITH "O" RING SEALS
N APPROVED EQUAL
1'-0" MAX 2'-D"'
DOGHOUSE OPENING SHALL "''
BE PREFORMED BY ' '•;•;r •,:: MIN. 12" CLEARANCE
BETWEEN EXISTING PIPE
MANUFAC'NRER OR "-''Y ' e AND STONE BEDDING
SAW CUT TO FIT PIPE '•'* ••:.:
DO
Lb
�' Q
Q�
= PAVEMENT m
1W OR I
za 7/LTzaAgo
^
OUTSIDE DIAMATER .4 . �:• PLUS 6".LL
LLI
-1 [iamml
O O ]B" DM " 28"
WITH7ACSANG MAY BE APPROVAL REQUIRED
\ `" 12* No. THICKOT
K VD BEDDING
O
42' MIN. I
[814mm7 [66Omm 1 1/2'
FRAME SECTION 73/16' [3Bmm]
®
B"x8"x/8" AND 4"xB"x18' �
SOLID CONCRETE BLOCKS
1�V
Z
O
COATED STEEL BAND OR STAINLESS
0.25' MIN, THICKNESS STEEL CASING INSULATORS
42' MIN, STEEL CASING 12" CONCRETE FILL
[12
ORUO m7 H)
(awe�En Rusn)
THE DROP CONNECTION SHALL BE
m
3'-O" MIN DUCTILE IRON PIPE (CLASS
CENTER WABSER
WALL (4 EACH) DOGHOUSE MANHOLE BASE
O
Z
BOTH ENDS
A BACKFILLED IN B" LAYERS
Il IF--
["I �11 q 3 1/S" 1/z•
Ay I
COMPACTED BY HAND TAMPERS N
5" BACKFILLED WITH SELF -COMPACTING
inunnn nn,nulnnu,n,in nninn nnnnnnnnnnnnnnnnnnnn nu, n,i,nn nn,inunun,i,
Q
I
[t9mm] [1Jmm]-1
3 13/78' �_+ t3/is-
+
Jr_ STONE.
m
MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING
ry
I
2 1/B" L07mm] [571
In.
12t MIN
BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE
J
2'-D' 7' OR B' 7' OR 8' 2'-0' 2'-0'
t 3+
+ 77/18' [s35,DDq
I�mml B/1s" O.D. OF GIRT GROOVE
[17ff n] D4mm] SECTION
18 MAX . ' MINIMUM ELEVATION DIFFERENCE
5° d ACROSS M.H. FROM INLET TO
OUTLET SHALL BE 0.20 FEET
N FIGURE S-I-A WITH 3,000 PSI CONCRETE
OR NON -SHRINKING GROUT
O
VIEW 1
GYI BOLT /4" (6mm) DR,
SEE ASSEMBLY NEOPRENE CiS(ET
°°T"L'
12"MIN 12"MIN A FILLETED INVERT FOR A SMOOTH
'
UCTILE IRON PIPE 18' DR 20' JOINT OF Dd. I
ESTRAINED JOINTS)
(2) WS,R 1/15 X 5/3 x 1 1/2
3 R w OQRD ISO 0" RUBBER PARK OOBB"
E W t 5/B"
VARI TRANSITION OF FLOW BETWEEN
INLET & OULET PIPE SHALL BE
ALLOW CONCRETE
1
Rxaawa [5mm (2) BLT HEX 5/W-11xD Vz ss
2900" [41mm PART/ DDBs125o
°�"
••
''' PROVIDED.
+
WRAP EXISTING PIPE ANTH
TO FLOW A MIN. NEOPRENE GASKET MATERIAL
1'-0" BEYOND BASE TE
NOTE 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. N A MINIMUM OF 5' BEYOND THE EDGE OF
(z) ws00 5/s a tsB OO ss
PLAN VIEW 1 1/8' (29mm) 0L4 BOSS [Bmm 113m .+s Oa1. STAINLESS STEEL ROD vAarA 0oas1Mle
d � _� FITTING DIMENSION VARIES WITH SLOPE.
OF STRUCTURE BEFORE FILLING THE OPENING
PAVEMENT. WHICHEVER IS GREATER.
PICHEIARA L OCKLUG HOLE DETAIL
NOTES:
>' .'r •.Q
' ' ` ' ' p
NEOPRENE SECURED BY 2 NON -
CORROSIVE STRAPS, 1 ON
2. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU [IF CONCRETE FILL.
z) NUT HX 5/5-11 2N NAx
/D�s1za
.
12 d: i' ••...N d :.
EACH SIDE OF OPENING
3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERP13INT DF PIPE JOINT,
1. ALL MANHOLES MTHN 100 YEAR ROODPIAIN OR LOCATE➢ IN AREAS WBJMT TO FLOODING SHALL HAVE WATERDGHT FRAME k COVER. C✓J NUT HX .V41 5/B-11 ZN
I ALTERNATIVE DESGN FOR WATERTIGHT COVERS WILL BE CCNSOEREO. RX"
S. COVERS SHALL BE FDiED TO FRAMES WTH LOOKING LUGS 0R SIMIUAR ASSEMBLY. PARTY D
3/4 DIA OF LARGEST
12* M
12" MIN.
WATER
(2 1a55R LOCK LUC
TYPICAL WATERTIGHT (2) 193 PART/ M5a5
PIPE IN MANHOLE
CAST -IN PLACE
PSI CONCRETE BASE
TYPICAL STEEL SLEEVE INSTALLATION
MANHOLE FRAME & COVER LOCK LUG ASSEMBLY
MIN. 6" BEDDING WITH NO. 68 STONE
FOUNDATION SECTION VIEW
UNDER ROADWAYS
N.T.S FIG 84-E
NOTES:
liiiiii,,,,i,mm..n........ nnn,nn,Ili,,,,,,,,,,,,,,,,,,,,,,,,,,, ,inn...... nunnlnunr..
TD-32
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
NOTES:
N.T.S
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
FIG. W-10
2 THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE
1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS. LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
FLOW TO THE EXISTING PIPE.
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
49639.001
NTS
N.T.S
FIG. S-1-CI
FIG. S-1-Al
SHEET NO.
C1.3
TO-29
TD-26
c
a
.V.
s
L
LEGEND
APPROX. LOCATION OF
EXISTING 8" WATERLINE
8"w- -
!�� SW EP
C&G
't4cov Q QG CONC SWK
SD CURB INLET W/GRATE -
TOP=673.01'
INV OUT=666. 11'15" HDPE
SD CURB INLET W/MHO �"� � @w) / ' � -7
SD CURB INLET W/ GRATE
TOP=678.32' TOP=672.78'
INV OUT=671.32' 15" HDPE �' / I a a INV. IN=665.58' 15" HDPE
INV OUT=665.38' 15" HDPE
SD CURB INLET W/GRATE
TOP=67707'
INV. IN=670.02' 15"HDPE
INVOUT=669.92' 15"HDPE %�/ �/' // �'� VACATE PORTION
OF EASEMENT
VA ATE EXISTING
EAS�MENT I
I I
G------------------- 9/ /----------------------- ---- '\------- -------I
MHS
TOP=676.37' // / I G I % I I ' ` - - - - - / ' / I I ' / I \ 1
INV. IN=665.82'(N) / y / ' ' \---------------------------t---------------TMP-55E�=1'0A------------------
d ' -----1--------
INV. IN=665.77'(W) /' ------ >----------,�--------�- 7--t--- ------
INV. OUT=665.57'8"PVC /i I / \ i EAST VILLAGE, LLC
I--------------- DB.4N97,41G.. 67-6 -------------------1
ZONED: NEIGHBORHOOD /
/
,'f I I \A
ElREMOVE CONCRETE
EllMILL & OVERLAY
SD CURB INLET W/ GRATE
TOP=670.05'
INV. 1N=663.60' 15" HDPE
INV OUT=663.55' 15" HDPE
SO CURB INLET W/ GRATE
TOP=670.03'
INV. 1N=661.5815" HDPE
f/ I j------------------- - 1-----------------f---r-----------------------r----- \ INV OUT=661.53'15"HDPE
' I--------------t-------- Z1GlAd�S-7Jd071�------------- �8/ \ / / \ \ ' \ c
S /i-/------ - ^° 1.604 AC. (RECORD) _ - �\ // VACATE P RTION
SD CURB INLET W/ GRATE '/ / l °/ _ _ - ' ' '
TOP=674.82' �i //j / , - - - - ' / // OF
INV. 1N=66782' 15"HDPE(E)
INV. 1N=66788' 15" HDPE (N) // \ \ l / / / 611 / / / / , ^
INV OUT=667 62' 15" HDPE
676
-,-613 / MHS
SD CURB INLET W/ MHD - - - - - ' TOP-668.\26' \ \
TOP=675.4 V
INV OUT=668.76' 15" HDPE
MHS
TOP=676.82'
INV. IN=664.82' 8" PVC
INV. OUT=664.72' 8" PVC
REMOVE PORTION /
"INV. 1N=651'8"PVC
/
/ / /
612 /'
INV. OUT-6Sd r1-8'7'VC \
\
OF GUTTER, CURB,
\ \\
AND SIDEWALK
ADJUST MANHOLE
/
' /
- 0 /
\
TOP TO PROPOSED
/ / / ' / _ _
- ' 0
r \ s
/ I
I /
GRADE ELEVATION
ro 611
-----------------
--------�--
-----------�------------��---------------->= ----_
-
6�5--------� f------ -_--------- -� �-
_ _REMOVE _POR_TION_
OF GUTTER, CURB------------668
' 0
-
/ 672
SIDEWALK
_ICI SAN- - - AN-r -
- - -SAN- -
' SAN- SAN-'- - -3AN -S - --SAN- 1 -SAN- - _ / -
- AN �� S-
/ SAN-
- ' -AND
_ SAN-
\ CONO SWK
\ /
�
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CONC SWK
\ //
C a PdA
TOP=676.26'I���
INV. 1N=663.86' 8" PVC (W)
INV. 1N=663.76' 8" PVC (S) /
INV. OUT=663.66' 8" PVC MILL & OVERLAY
/ ASPHALT
2
/
/
/
/
a
2
/
/
/
a
2
/
/
N/
/
i
/
/
/ Fad /'
EP
8„W- 8"w REMOVE INLET, l7-�lrtEF kP1�41HD� /
REMOVE TREES TO SD CURB INLET W/MHD a
PROVIDE SIGHT TOP=671.17' ADJUST MANHOLE u-_ _ _
DISTANCE GOLF DRIVE INV OUT=663.97' 15"HDPE I h TOP TO
APPROX. LOCATION OF I PROPOSED GRADE I I
(55' PUBLIC RNA I I I I MILL &OVERLAY /
EXISTING 8" WATERLINE DB. 4829, PG. 323 I I ASPHALT
II II
15„ I /
co
SD CURB INLET W/MHD SD CURB INLET W/MHD
TOP=671.13' TOP=668.77'
INV 1N=664.08' 15" HDPE INV 1N=661.38' 15" HDPE (SW) /
INV. OUT=663.87' 15" HDPE INV. IN=661.42' (NW)
INV. OUT=661.12' 15" HDPE /
/
co a
z
/
/
/
/
/
2
/
/
/
/
/
a
SD CURB INLET W/GRATE
TOP=66777'
INV. IN=660.82' 15" HDPE (S)
INV. IN=660.9715" HDPE (NW)
INV OUT=660.47' 24" HDPE
SD CURB INLET W/ GRATE
TOP=667.85'
INV. 1N=660.25'24"HDPE
INV OUT=660.15' 24" HDPE
8"
a / MHS
' \ / TOP=667.35'
INV. IN=655.60' 8" PVC
® INV. OUT=655.31' 8" PVC
SD CURB INLET W/GRATE
TOP=666.45'
INV OUT=661.85' 15" HDPE
MHS
TOP=66766'
INV. IN=657.04' 8" PVC (W)
INV. 1N=656.96' 8" PVC (S)
INV. OUT=656.81' 8" PVC
SCALE 1"=20'
0 20' 40'
pLT k pF too
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S F LET is
•
Lie. N 3/380 �GCZ
Off/ 28122 _eeq
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DATE
0210712022
DRAWN BY
R. VAN NIEKERK
DESIGNED BY
J. FOX
CHECKED BY
C. SHIFFLETT
SCALE
1"=20'
Q
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0
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JOB NO.
i39.001
SHEET NO.
C2.0
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APPROX. LOCATION OF
EXISTING 8" WATERLINE
W — —
!! g W EP _
C&G
O%G�� �9 PG g j CONC SWK t\
44
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a �
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TOP=676.82'
INV. IN=664.82' 8" PVC �aa � { CG-12 R25' I R25'
INV. OUT=664.72' 8" PVC Z-
MHS
TOP=676.26' ` INV. 1N=663.86' 8"PVC (W) ` \• \\ \
ROAD SIGN
` ` TIE TO EXISTING PAVE
INV. 1N=663.76' 8" PVC (S)
INV. OUT=663.66'8"PVE V AAPPROX. LOCATION
MILL & OVERLAY
ASPHALT EXISTING 8" WATERL
/ CONNECT DOWNSPOUTS TO 6" HDPE PIPE
/ SYSTEM. CONNECT SYSTEM TO 12" CLEANOUT
ay STUB AND TIE 12" HDPE TO STIR
2
a
2
a
VDOT 24' 24' PRIVATE ACCESS
..
STANDARD R-1 _ EASEMENT TO COVER
STOP SIGN ENTIRE PRIVATE ROAD 0 x
_ CG-12 CG-12 PARCEL n
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/ J
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R25' I /
R25'
EP8"W\`\ \ `\�\ \\\� \\\ TANGEN POINT
I TIE TO EXISTING \ \ ` i \ \ \\ `\ a OF CURV (TYP.)
I PAVEMENT
GOLRIVE
IT II II F I I VDOT STD. WP-2
(55' UBLIC RNV) I MILL & OVERLAY
4829, PG. 323 I ASPHALT I
II II
II II �
l MHS
= TOP=66766'
/ INV. IN=657.04' 8" PVC (W)
/ INV. IN=656.96' 8" PVC (S)
INV. OUT=656.81' 8" PVC
i
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LEGEND:
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
MILL & OVERLAY
b14,4
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(f) DATE
0210712022
0
} DRAWN BY
R. VAN NIEKERK
• DESIGNED BY
• J. FOX
• CHECKED BY
• C. SHIFFLETT
SCALE
1"=20'
8"
__ SANS O
� JJ
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667.35' Q
U
V=655.60' 8"PVC z�
)UT=65531'8"PVC O (D Z
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49639.001
SHEET NO.
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L
b14,4
CLINT W. 7:
S F LET >
Lie. N 3/380 �GCZ
Off/ 28/ 22 _eeq
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w
3
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TOP=678.32'
INV OUT=671.32' 15" HDPE
SD CURB INLET W/GRATEa-
TOP=67707'
INV. IN=670.02' 15"HDPE /// 15 /
INV OUT=669.92' 15" HDPE
CONNECT DOWNSPOUTS TO 6"
HDPE PIPE SYSTEM. CONNECT /
SYSTEM TO 12" CLEANOUT STUB
AND TIE 12" HDPE TO EX. SIR
C) !
MHS
TOP=676.37'
INV. IN=665.82' (N)
INV. IN=665.77' (W)
INV. OUT=665.57' 8" PVC
S c
SD CURB INLET W/ GRATE j / / o O
TOP=674.82' j 27
INV. IN=66782' 15"HDPE (E) / / , SQ.
INV. IN=66788' 15" HDPE (N)
INV OUT=667 62' 15" HDPE
/j z 2090
SQ. FT.
co I
ff 4050
SD CURB INLET W/MHD \ SQ. FT.
TOP=675.41' a
INV OUT=668.76' 15' HDPE - °��'' '"
TOP=676.82' / CONC. SWK G.
_ /I
101 / � E_X27; sum
INV. IN=664.82' 8" PVC �jaY / i / I Q - a i MHS Q
O _ _ / TOP=667.35' z
INV. OUT=664.72' 8"PVC - _ _ - - INV. 1N=655.60' 8" PVC U w
\ ` ` `� / ® INV. OUT=655.31' 8" PVC O ) r n
8 w 8
II fJ �. V
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� TOP=676.26' � ` � ` � ` � ` � ` � ` � � � � � � � � � � � � � � � I � �, Q
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' INV. 1N=663.86' 8"PVC (W) \ \ \ \ \ \ 1 = �` ` P r l \ SD CURB INLET W/GRATE M w Z_
INV IN=663.76'8" PVC (S) - GOLF RIVE INVOUT-663.97'15"HDPE � II I�^ / TOP=666.45' LJJ -i
INV. OUT=663.66'8"PVE APPROX. LOCATIONO (55' UBLIC RNA I I I / INV OUT=661.85' 15"HDPE Q Q
EXISTING 8" WATERLI E / 4829, PG. 323 11 11 II II
/ II 15" I
;,EX13;
CONNECT DOWNSPOUTS TO 6" HDPE PIPE
/ SYSTEM. CONNECT SYSTEM TO 12" CLEANOUT a MHS
STUB AND TIE 12" HDPE TO STR SD CURB INLET W/MHDT SD CURB INLET W/MHD = TOP=66766'
= TOP=671.13' TOP=668.77' / INV. IN=657.04' 8" PVC (W)
/ INV IN=664.08' 15" HDPE INV IN=661.38' 15" HDPE (SW) INV. IN=656.96' 8" PVC (S)
INV. OUT=663.87' 15" HDPE INV. IN=661.42' (NW) / INV. OUT=656.81' 8" PVC
/ INV. OUT=661.12' 15" HDPE
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SHEET NO.
0 20' 40' C5.0
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LEGEND
AREA C
STR #
TIME OF CONCENTRATION
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/ �g / DI-36 DI -IA - 0• /i
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DI-3C ► Tc = 6MIN yi 9 6 Tc = 6 MIN 0^, , / r
► y ii Tc = 6 MIN 1 ------ - -- // ----- - --_ 61$ 6�6 675- / / BOA 6A� 201 `��� `�- - 6g EX_33�'
S _IiSAN— '— — —SAN 1 —SAN— — ' SAN— - — — 61�3; $AN - •\D` A — — — 6�1 1 c_a DI 2C SA _
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I I II II
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DRAWN BY
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3.310
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0.6042
0.0833
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0.979
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0.1458
0.1636
8.887
4.000
0.450
0.659
0.751
0.389
2.326
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12.000
0.220
0.90
0.198
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0.000'RI
0.140
0.35
0.049
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0.247
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0.988
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0.330
0.90
0.297
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0.297
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1.188
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0.0757
0.0208
2.436
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0.821
0.0833
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2.176
0.0757
12
2.176
1.851
0.181
0.333
0.543544
3.851
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ROUTE PROJECT OLD TRAIL BLOCK 10 DESIGNER: CHG DATE 5/5/2022 ��pLTFf �j�s��
CHECKED: UNITS:NGLISH = `1
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9639.001
SHEET N0.
C6.1
STORM FREQUENCY 70
UNITS ENGLISH
PIPE
FROM POINT
TO POINT
DRAIN.
AREA
RUNOFF
COEFF.
CA
INLET
RAIN
FALL
RUNOFF INVERT ELEVATION
LENGTH
of Pipe
SLOPE
SIZE
(Dia.Or
SHAPE
Number
of Pipes
Capacity
Friction
Slope
NORMAL FLOW
FLOW TIME
INCRE-ACCUM-
Lateral
Tota1Q
UPPER
LOWER
Depth of
Area of
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Vn
En
L
� pLT Ff pF s09
STA 12+52.32
4 TOP 679.30
STA 10+00.00 INV IN 673.13 (5-4) CLINT W. 7-
DOGHOUSE STA 11+09.07 STA 11+92.24 INV OUT 672.93 (4-3) S F LET
TOP 668.49 STA 13+26.71 '1~ Z
1 TOP 674.42 2 TOP 678.58 3 : �0 � Lie. N 54380 GC 0
INV IN 657.94 (2-1) INV IN 667.41 (3-2) INV IN 672.18 (4-3) 5 TOP 678.01 07/ 28/
INV OUT 657.74 (EX.) INV OUT 667.21 (2-1) INV OUT 671.98 (3-2) INV OUT 673.87 (5-4) VOW
685 685 gossloxAL
EX27: DI-3B 4 ft Throat 102: DI-3B 4 ft Throat EX25: DI-3A 202: DI-3C 12 ft Throat ~�N�O��j/
STA 10+00.00 STA 11+02.83 STA 10+00.00 STA 10+31.71
TOP 671.17 TOP 675.29 TOP 668.69 TOP 670.78
INV IN 666.70 (101) INV OUT 670.81 (101) INV IN 663.91 (201) INV OUT 664.70 (201) o� E
INV OUT 663.97 (EX27-EX15)INV OUT 661.74 (EX25-EX13) N o
685 685 680 680
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In DATE
0210712022
0 0
0 50 DRAWN BY
PROFILE SCALE R. VAN NIEKERK
• DESIGNED BY
9+75 10+00 11+00 12+00 13+00 13+75 9+50 10+00 11+00 11+50 9+50 10+00 11+00 • J. FOX
SSWR PROFILE STRM STR EX27 - STR 104 PROFILE STRM STR EX25 - STR 202 PROFILE • CHECKED BY
HORIZ SCALE: V=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' C. SHIFFLE7T
VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 • • SCALE
AS SHOWN
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JOB NO.
9639.001
SHEET NO.
C7.0
EXISTING
680
GRADE
680
/
3
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PROPOSED
/
M
N.
675
GRADE
/
675
�
/
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4-3
5-4
74.39'
F
/
60.07' OF
8" PVC
670
" PVC
1.0
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670
2 OF
� 1.25
8$Q�O°IO
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5'
665
665
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660
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660
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655
655
650
650
680
680
EXISTING
GRADE
675
675
/
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670
670
1p1 F
1
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N
5" op°b
A �
665
665
660
660
655
655
675
675
EXISTING
GRADE
PROPOSED
GRADE
670
670
665
665
1
�HppE
31
1� 2 48o)O
660
660
8"
VC SSWR
CROSSING
655
655
650
650
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
EX25
668.69
6.95'
DI-3A
EX13
668.77
7.35'
DI-3B 4 ft Throat
EX15
671.13
7.26'
DI-3A
EX27
671.17
7.20'
DI-3B 4 ft Throat
102
675.29
4.62'
DI-3B 4 ft Throat
202
670.78
6.08'
DI-3C 12 ft Throat
STORM PIPE TABLE
PIPE #
DIA
FROM -TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
101
15"
102 - EX27
670.81
666.70
4.00%
102.83 LF
15" HDPE
201
15"
202 - EX25
664.70
663.91
2.48%
31.71 LF
15" HDPE
EX25-EX13
15"
EX25 - EX13
661.74
661.42
0.96%
33.32 LF
15" HDPE
EX27-EX15
15"
EX27 - EX15
663.97
663.87
0.29%
33.97 LF
15" HDPE
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DISTANCE 2
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HEIGHT
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SDR=280'
SDL=280'
HEIGHT OF OBJECT =
.5'
680
680
HEIG
T OF OBJECT
=3.5'
\
_
675
675
P
OPOSED GRADE
/
�
670
EXISTING G
DE
670
665
665
SIGHT DISTANCE 1 PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
I
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SDR=2
0'
HEIGHT
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675
675
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(END OF
/
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670
670
PROPOSED
GRADE
665
EXISTING GRADE
665
660
660
9+50 ,O+Oo „+O+00
SIGHT DISTANCE 2 PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
14+00 14+50
ruff,
HIGH POINT ELEV = 679.66
PVI STA= 12+03.33
f:T:T1
C00
CD
CD
D
PVI ELE
= 681.23
A.D.
-8.75%
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685
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— BEECHEN LANE CL PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
680
HEIGHT OF OBJECT = 3.5'
14+00
BEECHEN LANE CL
Number
Length
Radius
Line/Chord Direction
A Value
L1
34.607
N250 55' 27.50"W
C1
161.860
118.000
N220 24' 52.83"E
L2
2.940
N61 ° 42' 39.17"E
C2
103.605
133.000
N840 01' 37.71"E
L3
5.658
S730 39' 23.74"E
C3
70.539
103.000
S540 02' 14.05"E
L4
34.814
S270 22' 28.36"E
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