HomeMy WebLinkAboutSUB202200133 Plat - Submittal (First) 2022-08-01SITE DATA:
TAX MAP PARCEL: 055EO-01-26-00000
MARCH MOUNTAIN PROPERTIES LLC
PARCEL AREA: 5.21 ACRES
LIMITS OF DISTURBANCE: 9.69 ACRES
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:
DATUM: HORIZONTAL:
VERTICAL:
REQUIRED BUILDING SETBACKS (BLOCK 26
FRONT:
SIDE:
REAR:
MAXIMUM BUILDING HEIGHT:
EXISTING USE:
PROPOSED USE:
GROSS RESIDENTIAL DENSITY:
PROPOSED OPEN SPACE:
MAXIMUM IMPERVIOUS COVER:
WETLAND IMPACTS:
PARKING REQUIRED:
TOTAL PARKING PROVIDED:
SPECIAL FLOOD HAZARD AREA INFORMATION:
SPECIAL FLOOD HAZARD AREA (FLOODPLAIN)
YES [ ] NO [ X ]
SIDE:
2021
NAD83 (NA2011) VIRGINIA STATE GRID SOUTH
NAVD88 VIA GPS RTK OBSERVATIONS
5 FT MINIMUM/25 FT MAXIMUM
5 FT MINIMUM
5 FT MINIMUM
TOWNHOUSES- 4.0 STORIES OR 60 FT
VACANT RESIDENTIAL LAND
RESIDENTIAL DEVELOPMENT FOR TOWNHOUSES
44 UNITS/5.21 ACRES = 8.45 DU/AC
1.07 ACRES/5.21 ACRES = 20.5%
3.23 ACRES
NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT
ACSA PUBLIC WATER AND SEWER
2 SPACES PER TOWNHOUSE UNITS (44 UNITS)
1 GUEST SPACE PER 4 TOWNHOUSE UNITS (44 UNITS
99 PARKING SPACES REQUIRED
2 GARAGE SPACES PER TOWNHOUSE (40 UNITS)
1 GARAGE SPACE PER TOWNHOUSE (4 UNITS)
2 DRIVEWAY SPACES PER TOWNHOUSE (40 UNITS)
1 DRIVEWAY SPACE PER TOWNHOUSE (4 UNITS)
15 ON -STREET PARKING PROVIDED ALONG ROAD A
26 ON -STREET PARKING PROVIDED ALONG ORION LANE
209 TOTAL PARKING SPACES PROVIDED
OLD TRAIL BLOCK 26
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.
ROAD &UTILITY PLAN
SUB - 2022-
COUNTY OF ALBEMARLE, VIRGINIA
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VICINITY MAP
1"=1000'
DEVELOPER:
MARCH MOUNTAIN PROPERTIES LLC
1005 HEATHERCROFT CIRCLE SUITE 100
CROZET, VA 22932
CONTACT: DAVE BROCKMAN
TELEPHONE: (702) 985-9088
EMAIL: DAVE@OLDTRAILVILLAGE.COM
ENGINEER OF RECORD:
TIMMONS GROUP
608 PRESTON AVE. SUITE 200
CHARLOTTESVILLE, VA 22903
CONTACT: JEREMY FOX, P.E.
TELEPHONE: (540) 885-0920
EMAIL: JEREMY. FOX@TIMMONS.COM
Sheet List Table
Sheet
Number
Sheet Title
C0.0
COVER
C1.0
NOTES AND DETAILS
C1.1
NOTES AND DETAILS
C1.2
NOTES AND DETAILS
C1.3
NOTES AND DETAILS
C2.0
EXISTING CONDITIONS & DEMOLITION PLAN
C4.0
LAYOUT PLAN
C4.1
UTILITY PLAN
C4.2
LOT & EASEMENT PLAN
C5.0
GRADING & DRAINAGE PLAN
C5.1
STORM INLET DRAINAGE MAP
C6.0
STORM SEWER PROFILES
C6.1
SANITARY SEWER PROFILES
C6.2
WATERLINE PROFILES
C6.3
ROAD PROFILES
C6.4
SIGHT DISTANCE PROFILES
C6.5
SIGHT DISTANCE PROFILES
C6.6
SIGHT DISTANCE PROFILES
C6.7
SIGHT DISTANCE PROFILES
C7.0
STORMWATER CALCULATIONS
L1.0
LANDSCAPE PLAN
L1.1
LANDSCAPE DETAILS
NUMBER OF SHEETS = 22
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
OF qv
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IEREMY L. FOX a
Lic. No. 60786
08101122
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DATE
0810112022
DRAWN BY
J. FOX
DESIGNED BY
R.van Niekerk
CHECKED BY
J. FOX
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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
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.
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 Al17.1-03.
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
Albemarle County
Albemarle County
Private Road Acceptance Procedure
As -built Road Plan Policy
Public Road Acceptance Procedure
This is the procedure developed by the Albemarle County Community Development Department for the
As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle
The processing, inspection and acceptance of public roads is administered solely by VDOT. The
completion of private roads. The items in this list must be completed in the order given.
County. The following is a list of the minimum information required on the drawings. Additional information
County is not involved in this process until the road is ready for acceptance.
may be requested. The County only reviews private road as -built plans. The county does not review or
1. Tests and Inspections: Have all necessary tests and inspections performed by a professional
approve public road as -bunts. For questions regarding public roads lease consult with VDOT.g
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County bond releases (or partial releases) will be considered on public roads for all portions approved
engineer or eotech or VDOT certified inspector. This should include at a minimum
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by VDOT. The following items are required to be submitted for bond releases to be considered:
a. California Bearing Ratio (CBR) tests,
1. A signed and dated professional seal of the preparing engineer or surveyor.
b. stone depth inspections, including installation of under -drains and cross -drains,
2. The name and address of the firm and individual preparing the drawings on the title sheet.
1. Bond Inspection Request and fee
c. fill compaction tests,
3. As-buil„t must be labeled on the drawings with the date of preparation or revision.
A form and fee are required for each bond, such as for a project with multiple phases and bonds.
d. pipe and drainage structure video inspections or equivalent,
4. The constructed location of all items associated with the road construction must be shown. The items
2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements,
e. base and surface pavement inspections, documenting materials, thickness and compaction
include, but are not limited to the following:
and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's
f. concrete tests
a. Horizontal Alignment - Show and label measurement points, and an interpreted line between
office.
g. structural and related inspections for any bridges and foundations
measurements. Show the as -built centerline over the design centerline. Distinguish between the design
An as -built plan prepared in accordance with the County's As -Suitt Road Plan Policy is required. VDOT does not
Compile a report of these tests, certified by a professional engineer, and submit this report with the
elevation and as -built b labels and line e. Measurements shall be at each station as a minimum and
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always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the
as -built plans.
at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway
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road, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-
2. As -built plans and plats: Provide drawings of the constructed improvements according to the
within the right-of-way or easement. Any portions outside the right-of-way or easement must be
way and easements.
way
3. Written documentation of acceptance from VDOT for the entire roadway or for completed items.
Albemarle County As -built Road Plan Policy. Provide copies of all recorded drainage easements,
corrected b plat or construction.
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Forman this is sent directlyto the coon on an AM-4.3 from VDOT when VDOT requests that the Board of
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sight easements and right-of-way la[s. Plats should be copies of the actual recorded documents
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b. Vertical Alignment - Show and label measurement points, and an interpreted line between
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Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually atom
from the Clerk's office. Before completing as -built drawings, make any corrections necessary to
measurements. Show the as -built centerline over the design centerline. Distinguish between them by
six weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road
ensure all improvements are within right-of-ways and easements.
labels and line type. Write the constructed vertical elevations adjacent to the design elevations.
additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior
3. Bond inspection: Request a bond reduction or release inspection from the County, which will
Distinguish between the elevations by striking a single line through the design elevation. Measurements
to this, some correspondence from VDOT for items inspected and approved is necessary. This is usually in the fort
of letters approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is
reduce or release your bond, indicating completion or partial completion, or generate a letter
shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built
sought. A final punchlist inspection report from VDOT can be used for a partial bond release, but only if
indicating items in need of documentation or completion. The following documents will be needed
centerline. For alignments which deviate significantly from the design, provide curvature and sight-
outstanding items are not too broad. If the punchlist is not official, and only a courtesy review, it carries much less
with your bond inspection request;
distances. Corrections may be required for alterations from the design alignment.
weight. In any case, if there are problems meeting the eligibility or occupancy minimums, and it is not known how
A. Completed Bond Inspection Request form and fee
b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every
long improvements may sit, or need replacement, partial releases may not be possible.
form and fee are required for each bond, such as for a project with multiple phases and bonds.
station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges
4. Signed and sealed letter from a professional engineer listing and certifying that completed
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B. As -built documents per items 1 and 2 above.
over the designedges. Show and label constructed edge of pavement radii for all intersections and cut-
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improvements are built according to plan.
An as -built plan prepared in accordance with the Comty's As -Built Road Plan Policy is required. For any
de -sacs. Edges for sidewalk, as well as ramps and curb cuts must be included.
Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not
releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all
a Culverts, Pipes and Drainage Structures -Display the installed type of drainage structure,
use qualifying pp, y knowledge', "generally .
statements such as "it appeared", or "to the best of mknowledor "enerallin accord"
Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and
improvements are in right -of --way and easements.
culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert
other field verifications should be cited and included. Tolerances should be noted. The items not built according to
C. Signed and sealed letter from a professional engineer listed and certifying that completed
elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide
plan must he listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street
improvements are built according to plan.
computations verifying design standards.
trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or
Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required.
d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of
deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and
Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or
flow, and linings.
attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In
"generally in accord". Improvements were either built to plan, or they were not. As -built measurements,
e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must
short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and
construction inspections, and other field verifications should be cited and included. Tolerances should be
construction have been inspected, investigated and documented, and are certified in detail, and county staff will not
noted. The items not built according to plan must be listed, with explanations. Deviation in pavement
be within platted right-of-way or drainage easements. Provide copies of recorded documents.
be in the position of discovering discrepancies and deficiencies in the field.
materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added,
e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and
5. Certificate of Completion
this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of
applied end treatments, compared to design.
This form must be received for release of a bond. It is available on the county website. In the case of reductions, a
pipes or grades, this should be verified by revised computations and attached to the letter. If there are
f Right of way and associated easements - Label deed book and page numbers for all dedicated right-
letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must
outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more
of -ways, sight easements, slope easements, etc., and provide copies of recorded documents.
be signed by the owner. This form says all subdivision improvements have been completed. It also says that all
than a statement of opinion or assurance. Please demonstrate that the improvements and construction have
g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike
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
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.
through any design elements which were not applied. Inspection reports are required for fill
documented in acceptance correspondence or punchlists.
D. Completed Certificate of Completion
compaction, CBR's, and pavement applications.
This form must be received for release of a bond. It is available on the county website. In the case of
It. Street Trees - if street trees are on the design plan, provide design and as -built locations and species.
reductions, a letter listing the outstanding items that need to be completed before signing the certification is
i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features.
acceptable. It must be signed by the owner. This form says all subdivision improvements have been
I Nov 20t
I
completed. It also says that all construction conforms to approved plans and any discrepancies have been
approved by the County.
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:verticai). 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).
COUNTY OF ALBEMARLE
sl` Department of Community Development
Construction Record Drawings (As -built) for VSMP
The following is a list of information required on construction record drawings for
stormwater facilities reference Water Protection Ordinance 17-422 . It is preferable erable that the
( ) .f
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.
5. Current physical and topographic surve for all earthen structures. Ponds should include a survey
P YY Y
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
YP g(),
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 tines 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 - 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. 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.
L�
[EREMY L. FOX 9
Lic. No. 60786
08/01/22 4�
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DATE
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DRAWN BY
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DESIGNED BY
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CHECKED BY
J. FOX
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JOB NO.
9639.0
SHEET NO.
C1.0
I Nov 2011
L
ROAD A CROSS SECTION
(25 MPH DESIGN SPEED)
61-
CG-6 1.5" SM-9.5A 1 CG-6
28'
2. 51 (PAVEMENT WIDTH) /" y [25
►- 2% °
1' COMPACTED SUBGRADE -,"4 `3" IM-19.0A 1'J ` 5'
5" BM-25.OA SIDEWALK
35RIGHT OF WAY
NOTE: ROAD CROSS SECTION COMPLIES WITH
ALBEMARLE COUNTY DESIGN STANDARDS.
ROAD A CROSS SECTION (35' PRIVATE RIGHT-OF-WAY)
No Scale
ORION LANE CROSS SECTION
(25 MPH DESIGN SPEED)
6L
:.......:.............. ...........:.....-...
AGGREGATE SHALL EXTEND
NOTE: ROAD CROSS SECTION COMPLIES WITH V BEYOND THE BACK OF CURB (TYP.)
ALBEMARLE COUNTY DESIGN STANDARDS.
ORION LANE CROSS SECTION (57' PUBLIC RIGHT-OF-WAY)
No Scale
ROAD B & ROAD C CROSS SECTION
(25 MPH DESIGN SPEED)
C%L
CIS 1.5" SM-9.5A I CG-6
16'
_2 5(PAVEMENT WIDTH) 2 5'
f-2% 1 2%
COMPACTED SUBGRADE \_3" IM-19.0A 1'1 5'
5" 21A SIDEWALK
RIGHT OF WAY
NOTE: ROAD CROSS SECTION COMPLIES WITH
ALBEMARLE COUNTY DESIGN STANDARDS.
ROAD A CROSS SECTION (23' PRIVATE RIGHT -OF -WA
No Scale
VDOT DETAILS LEGEND
STANDARD
TITLE
PAGE
DI-3A, 3B,
3C
STANDARD CURB DROP INLET (12" TO 30" PIPE: MAXIMUM DEPTH (H) = 8')
104.09
DIMENSIONS, NOTES, AND QUANTITIES
104.10
MHA
MANHOLE FOR 12" TO 48" PIPE CULVERT
106.01
STANDARD MANHOLE FRAME AND COVER
106.02
STANDARD MANHOLE FRAME AND COVER
106.04
SLA
TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, MANHOLES AND JUNCTION BOXES
106.14
PB-1
INSTALL. OF PIPE CULVERTS AND STORM SEWERS CIR. PIPE BEDDING AND BACKFILL -
METHOD "A"
107.01
UD-2
STANDARD UNDERDRAIN FOR USE WITH RAISED GRASS MEDIAN STRIPS
108.02
CD-1
STANDARD COMBINATION UNDERDRAIN (AT LOWER END OF CUTS)
108.04
IS-1
STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS
106.08
CG-9B
STANDARD ENTRANCE GUTTER
203.02
CG-12
CG-12 DETECTABLE WARNING SURFACE (GENERAL NOTES)
204.01
CG-12 DETECTABLE WARNING SURFACE (TYPE A, PERPENDICULAR APPLICATION)
204.02
CG-12 DETECTABLE WARNING SURFACE (TYPE B, PARALLEL APPLICATION)
204.03
CG-12 DETECTABLE WARNING SURFACE (TYPE C, PARALLEL & PERPENDICULAR
APPLICATION)
204.04
WP-2
ASPHALT PAVEMENT WIDENING
303.02
mein
SIGN AND POST DETAIL
No Scale
NOTE: IT IS THE
CONTRACTOR'S
RESPONSIBILITY TO
REFERENCE CURRENT
DETAILS IN THE VDOT
ROAD & BRIDGE
STANDARDS.
STD. U POST
GALVANIZED
TO BE
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS
HEAVY DUTY ASPHALT PAVEMENT SECTION
No Scale
2" BITUMINOUS CONCRETE SURFACE COURSE- SM-9.5A
(PLACED IN ONE LIFTS)
8" TYPE 21B AGGREGATE BASE COURSE
COMPACTED SUBGRADE
DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS
LIGHT DUTY ASPHALT PAVEMENT SECTION
No Scale
NOTE: PROPOSED
PAVEMENT MUST TIE
IN WITH EXISTING
PAVEMENT
EXISTING PAVEME
F
o
SAWCUT THROUGH
U
EX. SURFACE
COURSE
X
w
& REMOVE
PAVEMENT
MIN.
\2'
2" +
EXISTING .
PAVEMENT
PROPOSED PAVEM
MATCH EX. CROSS
SLOPE UNLESS OTHERWISE
SPECIFIED ON PLANS
PROPOSED
SURFACE
COURSE
MILL EX. SURFACE COURSE J / BASE COURSE
SAWCUT EX. EDGE OF PAVEMENT � AGGR. COURSE
PAVEMENT REPLACEMENT JOINT DETAIL
No Scale
TRIP GENERATION
BLOCK 26
Townhouse Development
Site -Trio Generation Analvsis - Peak Hour of Adiacent Street
Buildout Land Use
AM Peak Hour
PM Peak Hour Average
Land use Size Units Code
In Out Total
In Out Total Daily Trips
Propposed Develeopment
Townhomes 44 D.0 215
5 12 17
13 9 22 285
Total Propsed Development Trips
5 12 17
13 9 22 285
Note: Based on the Institute of Trans portatin of Engineers Trip Generation, 11th Edition. Assume General Urban/Suburban land use category
D•SUBDIVISION
COUNTY
ALBEMARLE
SUBDIVISION
STREET NAME
DESIGN ENGINEER
OLD TRAIL VILLAGE BLOCK 26
ITIMMONS GROUP- RIKI VAN-NIEKERK
CERTIFYING ENGINEER N/A
STEP 1: DETERMINE DESIGN AADT
DESIGN AADT FOR
STREET SEGMENT
285 NOTE: IF AADT <_ 50, USE MINIMUM DR VALUE OF 6.4
STEP 2: DETERMINE DESIGN VALUES CBR, RF, & SSV
SAMPLE NO.
CBRT (SOAKED)
CBRD
RF (APPENDIX 1)
SSV (CBRD*RF)
1
4
2
3
4
5
AVG. CBRT
5.0
5.0
1 1.0
1 5.0
NOTE: TESTING REQUIREMENTS & RESULTS PROVIDED BY F&R
STEP 3: PAVEMENT DESIGN
THICKNESS INDEX REQUIRED FOR
STREET SEGMENT (APPENDIX II)
DR
10.1
DR = 3.48Ln (AADT) - 1.48Ln (SSV)
-7.23
DR MIN
9.5
DESCRIPTION OF AS -BUILT PAVEMENT SECTION
MATERIAL NOTATION
THICKNESS, (h) a
(a x h)
SURFACE
SM9.5
1.5 1.67
2.5
BASE
IM-19.OA
3 1.67
5.0
SUBBASE
21A
5 0.6
3.0
DP
10.5 >
DP MUST EQUAL OR EXCEED DR VALUE DP
DR
10.1
10.5
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"
, PT TT P `TYP'
12
STD. (VARIES)
R1-1
NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL
HIGH INTENSITY SHEETING NO SCALE
SOLID WHITE LINE
1
6'
2 2'
(TYP.) (TYP.)
STRIPING AND SIGNAGE DETAIL
L/
IEREMY L. FOX 9
Lic. No. 60786
08/01/22 4�
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CONC CURB AND GUTTER CLASS 3A, •
d ° (fC--3,000 PSI) CONCRETE •
6" •
° ad °
•
13" ° • •
ad a COMPACTED /� a° ° a d 7„ v d •
SUBGRADE
/ d ° .. a •
T CONTINUE 21 B STONE
4" MIN. BASE FROM ADJACENT
PAVEMENT SECTION
UNDER CURB
6" 6" 2'-0" am
VDOT STANDARD CG-6 CURB & GUTTER
No Scale
NON -SLIP BROOM FINISH
VARIABLE WIDTH'
MAX. CROSS SLOPE 2%
e �
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.
CONCRETE SIDEWALK PAVEMENT SECTION
No Scale 7
R= t/4„
1 CONTROL JOINT SPACED0
pp AT WIDTH OF WALK (MAXIMUM)
44 EXPANSION JOINT AT M
OF 30', WITH PREMOLDED
EXPANSION FILLER
CONC. WALK
Ji
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
COMPACTED SUBGRADE 4" 21-B STONE -
CONCRETE SIDEWALK JOINT DETAIL
No Scale
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DATE
0810112022
DRAWN BY
J. FOX
DESIGNED BY
R.van Niekerk
CHECKED BY
J. FOX
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JOB NO.
9639.0
SHEET NO.
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UNDISTURBED EARTHS PLAN
4 /-CLASS A-3 CONCRETE
8" ELEVATION
UNDISTURBED
BECTON
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
LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY.
CROSS ANCHOR RESTRAINTS FOR VALVES
NTS
rig. W-3C
M-66
SLOPED AREA RUBBER COATED STEEL STEPS
FRAME & COVER CAST IN PLACE
SEE FIG. S-1-D, E
PRECAST REINFORCED CONCRETE
sECnONS WITH "0" RING SEALS
OR APPROVED EQUAL
V-0" MAX 2-0" -•
i
® A FITTING MAY BE REQUIRED
p: WITH ACSA APPROVAL
THE DROP CONNECTION SHALL BE
3'-O" MIN - .� DUCTILE IRON PIPE. (CLASS 50)
BACKFILLED IN 6" LAYERS AN
,a A. COMPACTED BY HAND TAMPERS OR
BACKFILLED WITH SELF -COMPACTING
1 ® .• STONE.
16 MAX 711 MINIMUM ELEVATION DIFFERENCE
5° C ACROSS M.H. FROM INLET TO
'i OUTLET SHALL BE 0.20 FEET
12"MIN 12"MIN A FILLETED INVERT FOR A SMOOTH
VAR, TRANSITION OF FLOW BETWEEN
.• ' w - INLET & OULET PIPE SHALL BE
PROVIDED.
FITTING DIMENSION VARIES WITH SLOPE.
. t.Q
3/4 DIA OF LARGEST
PIPE IN MANHOLE
MIN. 6" BEDDING WITH NO. 68 STONE
NDTES:
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
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. LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE DROP CONNECTION
WITH STEEP INCOMING SLOPE
NTS
FlG. S-1-C1
E TRA o JmHLLGR
USE S P ON B BEN 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.
ELEVATION
PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT.
BEND
PPE
SIZE
A
B
C
D
E
F
4" - 11
2'-3'
2'-6'
V-2
2'-0"
1 1/4"
8"
7-3
3' -0
2'-6'
V-6
V-6"
1 1/4'
11 1/4'
15-
2'-9
3'-
2'-e-
2'-0
3'-0'
2'
1Y
3'-
4'-3
3'-O'
2'-3"
S-6"
2•
ur
3'-8
S-8'
3'-3'
S-0'
V-6-
2 1
e- W
r-11
T-O
2'-6'
1' 6
Y-6'
i 1 4"
6'
3'-
4'-3
2' 19
2'-
3'-3'
2'
22 1/2'
10-
V-r
W-0
S-0
2'-9
3'-W
2'
12-
Y
6'-3
3'-0
Y-6"
4'-3
Y
18°
5'-0
7'-6
S-3'
4'-0"
5'-B
2 1
4• - 6
3'-0"
6'-0
X-0'
X-3
V-3
2 1/4
8'
3'-6.
W-6
T-0'
Y-8
V-9"
2 Ile
4S
10"
V-6
7'-6
3'-0•
C-3
5'-
2 i 4'
12'
5'-3
W-
S-3.
8'-0
5'-6"
2 11Y
IB" I
8'-8
11'-0
S-9'
W
r-3-
2 Ilr
CHART FOR UPPER
VERTICAL BLOCKING
3"
0
IDTH = DIM.
HICKNESS Oi
tTRAP = 1/,
r NDARD
THIC
PLATE WI
N
TJDS &V7 CONCRETE CLASS "B"
R I.
SECTION
NOL,LTTNCEOFBOBOLTS FACE CENTER OLCKS.S.CHOR
CONIC BLOCKING FOR
UPPER VERTICAL BENDS
N.T.S.
FIG. W-3A
TO-4
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY,
-.- VARIES -
WATER SEWER
3 Po
0
LOCATION OF OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.)
EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM
WATER & SEWER 30' MINIMUM
X SEE PART 3, PARAGRAPH DI SEPARATION [IF 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
Top View
6" MINIMUM
NOTE: RESTRAINED JOINT FITTINGS
42" Minimum
Certification of 969
compaction required
Q
Galvanized Steel Beam,
W12 x 14 (min. size)
3' min. penetration into undisturbed
soil or as approved by the
ACSA.
n 4' MINIMUM
A a.
a 4" MINIMUM
' da
TYPICAL THRUST BLOCK IN FILL AREA
NTS
FIG. W-3B
TD-5
ASTM A36 AND HEX NUT
ASTM A588 (TYP)
UNDISTURBED EARTH UNDISTURBED
2 - 3/4" DIA SOIL (TIP)
ALL -THREAD ROD
rWATER MAIN
MIN
8" ELEVATION
UNDISTURBED
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
LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY.
CROSS ANCHOR RESTRAINTS FOR VALVES
MS
Fig. W-3C
ro-6
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
INITIAL BACKFILL
BEDDING
3 STONE
* STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
UNSTABLE 6" 6"
SOIL __ MIN. MIN. MIN MIN. �/68 STONE
\- ...._.
r,.cl,,.,.),x3 ° :GRANULAR FILL AS
:.:.- a APPROVED BY ACSA /� \
S A L 1 bCK� STABLE SOIL OR ROCK'
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL 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
TD-2
Q ROADWAY R.
I
O n
= PAVEMENT m
COATED STEEL BAND OR STAINLESS 42' MIN.
42' MIN. 0,25' MIN, THICKNESS STEEL CASING INSULATORS
STEEL CASING 12" CONCRETE FILL
-►{--I�� BOTH ENDS
i
r2'-V 7' OR 8'� 7' OR B' T2'-0' 1 2'-0•
ESTTIRNNED JOINTS) 16' GR 20' JOINT OF D.I.DS��
NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF
PAVEMENT, WHICHEVER IS GREATER.
2. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL.
3, MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT,
WATER
TYPICAL STEEL SLEEVE INSTALLATION
UNDER ROADWAYS
N.T.S
FlG. W-ID
45'
max
2 1-
PLUG
i-iFIE
•W
� M
1
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL
TEE AND PLUGS
VOL-
SIZE
OF
(FEET)
CU.YD.
CU.YD,
BEND
I
L
I H
I T
L
H
T
90
250
2.50
3.01
0.24
4" & 6•
45
200
2.25
2.60
0.15
200
2.25
2.50
0.15
22 1/2
1.50
2.00
2.52
0.10
11 1/4
1.50
2.00
2.50
0.10
90
3.68
3.16
3.21
0.48
45
268
2.68
277
0.28
B.
22 1/2
1.66
2.16
2.69
0.13
3.16
2.91
2.66
0.32
11 1/4
1.66
2.16
2.67
0.13
90
4.83
3.83
3.42
0.83
10' & 12"
45
3,33
3,58
2.95
0.43
3.83
4.00
2.83
0.52
22 1/2
1 2.33
1 2.58
2.86
0.24
11 1/4
1 1.83
1 2.33
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
Tn-3
i►
BASE P.S.I. CONCRETE
BASE AND THRUST '•`:.rL''I ���ly'j. R
BLOCK AGAINST
UNDISTURBED STABLE
SOIL STEEL PILE III
WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS
A HYDRANT IS LOCATED IN A FILL, IN ADDITION
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2 MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
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.S.
FIG. W-4
(� 11- 4D�m, u DN I,RIa 1 1/2-
1 a'I�ae(�"m) u. 2[699mm]w [3&mm]
O
26[1/4' ON 7•
B6Tmm] [17Bmm]
L 24' Du
r [eoBmm]---j
�2B
[722mm] '-1 [tfimm]
I
a a 36. DIA -_III
[914mm]
FRAME SECTION I
M 26'
[660m,n]1 MMI
122�] I� [38mm]
P' (51mm) IkTIFA$
IRa'ESSED Fl1P3N)
�j
,
DSWmI [
SPIV
2 1/8' 3 13/18' 0
[87mm]
22 73/18'
[07�m]
[84mm
[635mm
�[��/mm] [35mm] 9/16• O.D. OF GKT GROOVE
OW BOLT 1111 [14Fnm] SEOMON VIEW 1/4' (6mm) DIA
SEAMWIX,
DETAIL
NEOPRENE GASKET
% 5/8 X 1 1/2
S` W (2) CORED1800' [I- 1 5 6•
[Smm /
RUBBER1/16
RUBER PEX S 8011X3 5
f)) BLT HIX 5/8-11%3 1/2 SS
2400 [41mm
IIF-
FARE/ 009B125O
]III
1 1/8' (29mm) DM BOS6 [6mm 13/M .63 DIA. STAMUMS STEEL ROD
FLAN VIEW [
00 WSNB 5/5 ID 1.5D OD 6S
RART/ 00951318
PICKBAR & LOCKLUG HOLE DETAIL
NOTES:
2) NUT HX 5/8-11 PN MtN
1. ALL MANHOLES WITHIN 100 TEAR FLOODPLNN OR LOCATED IN AREAS SUB•ECT TO FLOODING SHALL HAVE WATERDGHT FRPNE & COVFR.
2 ALTERNATNE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED.
PARR 009612B4
W NUf H% JAM 5/8-11 ZN
3 COVERS SHALL BE FIXED TO FRAMES WITH LOCIGNG LUGS DR SIMIUAR ASSEMBLY.
FART/ 0o9912P0
TYPICAL WATERTIGHT
=PhRLOCK
M50
RIf W
MANHOLE FRAME & COVER
LOCK LUG ASSEMBLY
N.T.S FIG SI-E
TD-32
v p, i n OF
t
IEREMY L. FOX 9
Lic. No. 60786
08/01/22 4�
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DATE
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0810112022
DRAWN BY
J. FOX
•
DESIGNED BY
•
R.van Niekerk
•
CHECKED BY
J. FOX
•
SCALE
N.A.
IL
V !
UQ J
> Q
LLJ
MJ C2 W
W LU
C0 Q
a Jz
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O O
_I
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JOB NO.
49639.002
SHEET NO.
C1.2
C
5
i
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0l
0
3
C
a
0
a0
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20
o
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T
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a
DL
0
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17 3 y
Z m
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16 0
O .L..
0
Q N
a
mm
2 Y
B
h
X =
0.0
� _
12 15
2
0 D,
0 0
a S
Nc
AS a
0
o �
N o
m
m c
2a
m
TIE
ON
F
E
L
VARIES
1' COMPRESSION K 3/4' MALE PIPE COUPLING
OR APPROVED EQUAL
VALVE BOX
4" DIAMETER BRANCH
AND VALVE
[COVER LIFT NOTCH
14 1 2'
/
12 3/8"
PLACE 5' GALVANIZED " WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
�p,LTFj
Op
Ii
REMAINING BACKFILL
NOT CONTAIN
SHALL
ROCK MATERIAL
12 1/2"
o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
1' TYPE 'K'R
f�
M.J. PLUG
LARGER THAN
5" IN ANY
"'
- TO HIGHWAY DEPARTMENT APPROVAL.
`"
soFE COPPER FOR USE ON AnACMEO SINGLE FAMILY
36"MIN
.:
RESIDENTIAL SERMCES OR DUAL RESIDENTIAL
• . VARIES
DIMENSION
AND IRRIGATION sERMEEs.
� JEREMY L.
FOX a
•'
,..,
24"MI
WATER
�
FINISHED GRADE
1,�,�. .�E
Lic. No. 60786
tl+'
>:
„
8 MIN
INTIAL BACKFILL*
(6" LIFTS)
I
0� 08/01/22
EMBEDMENT
* THOROUGHLY
COMPACTED
CAST IRON LID
I D
O
O
�SSIO
WATER MAIN RESTRAINED JOINT FITTINGS
SPRING LINE O
OF PIPE
BY HAND
MECHANICAL
OR APPROVED
TAMPER
18" METER BOX
o
I
II ADJUSTABLE TRAFFIC RATED
VALVE BOX W/ LID
NO MEAmerneos 2,
DIAL E�G�
HAUNCHING
u
DUAL SERVICE
ON—LINE
N0. 68 STONE
BEDDING 6"
max
R.
1' COMPRESSION A 31e MALE PIPE COUPLING
OR APPROVED EQUAL
4"
a
(TYPE "B")
min
N
O E
FOUNDATION
(SHALL BE
SOFE CO PER
o
REQUIRED WHEN SOIL
N '�
a
Q
N
CONDITIONS
ARE UNSTABLE
ryv N
FOR USE ON DETACHED SINGLE FAMILY
> E
ALL PIPE)
a
RESIDENTIAL SERMCE WHERE AN IRRIGATOR
METER IS NET PROVIDED.
N E
VARIES
THREADED COUPLING
21
18"
--- M.J. GATE VALVE
w
M' 3
PVC SLEEVE
BRASS NIPPLE AND PVC
/—
SINGLE SERVICE
NDE.
<
Q LL
o
i
CAP
LUBRICATE ALL THREADS
6" EXTENSION
____- i/
-
1) SADDLES SHALL BE USED ON PVC PIPE.
0
� LL —
W � u �
LD
�CAST IRON LID
Q u Do
z
THRUST BLOCK
METER BOX (SEE FIG. W-7)
NOTE
6"
RN m GUOE
w —
_O
VALVE X
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY
SHALL BE
WATER LINE
12'-18
ti O N
) W M
N0. 57 STONE
BACKFILLED ENTIRELY WITH NO. 21A STONE.MUST
(21PPLACES)
METER
Box
Z v
CK
u
M.J. FITTING
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
b
39' COPPERgOFR
Q o Q
U)2"
w1_
PIPE SLOPED
AND COMPACTED, AND ALL STONES REMOVED OR
A 4" BEDDING
OF NO. 68
J1/8
ID7ALL
D
TO DRAIN IF
STONE SHALL BE PROVIDED'
2500 P.S.I.
BEND COUPLING y
s-
QU
oGRADE
ALLOWS
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE
INSTALLED ON A MINIMUM 6"
CONCRETE 8 a 2'x 2' BEARING AREA.'VARIES
VARIES 2" BRASS
PIPE
BEDDING OF NO. 68 STONE '
THRUST BLOCK d
METER
o M1
WATER 2" THREADED TAP
() A 1-3 4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
a d a'
CORPORATION S70P S„N ;t vY` + DRIER AS
NECESSARY
P M
cK
MAIN AND VALVE
J
ARE SAME SIZE PLUG
V
SAND OR DUST UNDER sN ly ci,yA a DIAMETER DRAIN PIPE, 12'
SOX AND SETh (2-INCH ?'<:G :+: 4- } LONG STONE POCKET, WOT
O w
O -
MINIMUM THICKNESS) ;iP',f>iA•is+..Y'.'•4•_ ve'4.IK SPEC. 201 N0. 57 AGGREGATE
DEAD END
TYPICAL SEWER
PIPE
TYPICAL METER BOXES
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (8) INCHES ABOVE GRADE.
TYPICAL SERVICE LATERAL INSTALLATION
(TYPE A)
INSTALLATION IN
TRENCH
(5/8"-l" METERS)
TYPICAL GATE VALVE
(5/8" & 1" METERS)
o
TYPICAL BLOW -OFF ASSEMBLY
NTS
NTS
NTS
FIG. W-5
FIG. W-6A
O
NTS
FIG. W-7
=
TD-9
TD-10
FIGN S
FIG. S-3
0
w
PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE
FRAME & COVER
SEE FIG. S-I-D, E
=
I-
WITH PART V, SECTION G OF THESE SPECIFICATIONS.
U
p
FRAME & COVER
STREET SURFACE OR
Q
\°E
n
"
(SEE FIG. S-I-D,E)
NON -PAVED AREA
O
U7
DATE
SEWER SERVICE LATERAL CONNECTION NOTES:
N E
;'��'�
,a,:
SLOPED AREA
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
m
N
o
e p m
8 E 5
, '.. '•
SET DOGHOUSE BASE •' a • • EXISTING SANITARY
R
STREET SURFACE OR
NON -PAVED AREA
��:;rz;>;,`$,„;..,'4�
, •
2'-0" RUBBER COATED STEEL STEPS
1'-0" MAX 'e
�8��1�2�22
DRAWN
BY
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
THE PIPE CONNECTED
o In '- m 0 0
� `a L
ON CONCRETE BLOCKS % SEWER PIPE
• ' �' • '
SLOPED AREA -�
CAST IN PLACE
o
TOP (CROWN) ELEVATION OF THE LOWEST
TO THE MANHOLE.
o Q
o o �a E
Ew o
E
DOGHOUSE OPENING SHALL '"''. "•. +' MIN. 12" CLEARANCE
BE PREFORMED BY "'O• ' ',! BETWEEN EXISTING PIPE
PRECAST REINFORCED CONCRETE
A ° ��
J. FOX
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
�a
MANUFACTURER OR •" '•" 1'' •• AND STONE BEDDING
•
1'-O" MAX
SECTIONS WITH 0" RING SEALS
BE CONNECTED USING A PIPE SADDLE.
w
SAW CUT TO FIT PIPE • :..
OUTSIDE DIAMATER ''"
'
2 0"
OR APPROVED EQUAL
DESIGNED
BY
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2i"
nI�
�! .a:•
PLUS 6".
•
(1/4" PER FOOT) ��
&
`�..'..: .•. 'y: ;•.•
X-O" MIN e '
V /1 /
R. d N'eke
F k
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN
r,,
Al S E 5 Y
o
A E
o E o -coE ti z0
12" THICK VDOT
�. No. 68 STONE BEDDING
RUBBER COATED STEEL
THE DROP CONNECTION SHALL BE
e DUCTILE IRON PIPE (CLASS 50)
IP
•
CHECKED
BY
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
�- ('L Eoa a Nx
0 0 `PI� • y F
Q N,00_, Ew lV'-' •�'+�,c3 w
8"x8"xt6" AND 4"x6"x16"
SOLID CONCRETE BLOCKS
3'-O" MIN
STEPS CAST IN PLACE
p • 5" BACKFILLED IN LAYERS AND
COMPACTED BY HAND TAMPERS OR
•
Of 3 FEET.
rn
Iq o
Ez
--
LL U)
0
CENTER W RISER
WALL (4 EACH) DOGHOUSE MANHOLE BASE
PRECAST REINFORCED
"•
1 BACKFLLED WITH SELF -COMPACTING
16" MAXI
•
J. FOX
SALT
=.�
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w
9
°
��, �,�,�����,�� a ���„ ���,����,,,,,�I����Ili ii�l,���,�„ ii,���il,��, �1,����1�, �,� „ ��„ ����I, �,��,��,�,,,,,,������
CONCRETE SECTIONS 12 MIN
"0" RING SEALS a 16" MAX
STONE.
!�
•
SCALE
TREATED
5 E
6 (ij �z
5"
FINISHED GROUND 2 x 4
MARKER
0
,-,
E N
FILL DOGHOUSE OPENING
MANHOLE ABOVE BASE SHALL AROUND EXISTING PIPE
MINIMUM ELEVATION
o e MINIMUM ELEVATION DIFFERENCE
12"MIN 12"MIN ACROSS M.H. FROM INLET TO
•
N.A.
E vLd
N E
BE CONSTRUCTED AS SHOWN WITH 3,000 PSI CONCRETE
ON FIGURE S-1-A OR NON GROUT
DIFFERENCE ACROSS M.H. 5" 4'-0"
5'
OUTLET
,
VARIE f . e p OUTLET SHALL BE 0.20 FEET
n av i. m
-SHRINKING
FROM INLET TO
.,..
� 5
m E
SHALL BE 0.20 FEET. aA
VARIES
•• D
FILLETED OOTH
IOFEFLOW
•
�n
jzE
E
E
D
CONCRETE
DEPTH OF FLOW J FILLETS
, TRANSITION BETWEEN
• INLET & OULET PIPE SHALL BE
mom
_
CHANNEL TO BE
A' . r ..
ALLOW CONCRETE
TO FLOW A MIN. WRAP EXISTING PIPE WITH
_J
I
PROVIDED.
12" .. �: D •. s >'
PLUG END OF
1'-0" BEYOND BASE x .. BEFORE FILLING THE OPENING
OF STRUCTURE
CONTRIBUTING
SEWER. a <.. .•
3/4 DIA OF
MAIN LINE SERVICE LATERAL
SECTION
O
NEOPRENE SECURED BY 2 NON-
CORROSIVE STRAPS, 1 ON
.'a' 12"
A FILLETED INVERT OR A SMOOTH d':
LARGEST
PIPE IN MANHOLE
no
45ro'0"
EACH SIDE OF OPENING
TRANSITION OF FLOW BETWEEN
MIN. 6" BEDDING WITH NO. 68 STONE
INLET & OUTLET PIPE SHALL BE
12" MIN. CAST -IN PLACE
PROVIDED. MIN. 6" BEDDING
NOTES:
o o E
z
or. -
�. 3,000 PSI CONCRETE BASE
FOUNDATION SECTION VIEW
NOTE W1 NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS,
E E
E 5 E U
2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE
i.TE a E o
E 0 E w
a rn
„I „Ill ,iil 11 l ,...I.i.,Ill „,
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
EXTENDED OR NON -EXTENDED BASES.
ao
�'W-'
"A
NOTES:
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED
IN LINE WYE-TEE
PLAN
Nu gI
0
w
1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW
FLOW TO THE EXISTING PIPE.
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
4 DESIGN ON SEWERS SPECIAL TiWIITHSSTEEP SLOPES. HALL BE GIVEN FOR ENTRANCE
VARIES
O
O
2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE.
INSIDE AND OUT.
;%0
R
3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6"
TYPICAL MANHOLE SECTION
OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE
IN
SEWER SERVICE LATERAL CONNECTION
BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN
SHOWING BRANCH TIE-IN
TYPICAL MANHOLE WITH DROP CONNECTION
ACCORDANCE WITH THESE SPECIFICATIONS.
N.T.S.
FIG. S-2
TYPICAL MANHOLE FRAME & COVER
TYPICAL MANHOLE BASE
N.T.S
NTS
V!
SHOWING "DOGHOUSE" INSTALLATION
FIG. s-I-A
FIG. s-1-c
U �
J
TD-33
N.T.S
FIG S-1-D
O
Q
N.T.S
TD-28
TD-25
LLI
FIG. S-1-Al
J Q
w
co2
o
Lu
m
Q
J a
Z
1- 4 o
Q
W
°
O
Z
0
J
0
O
IOB NO.
49639.002
SHEET NO.
C1.3
6
c
_
a
N
L
VJIN
LEGEND:
CURBINLETW/MHDTOP=687.I1' 1 -REMOVE ASPHALT
II CURBINLETW/MHD 1 TOP=686.84' / cp
INV. IN=683.05'15"HDPE (S) II _ - TOP=686.00' INV. lN=680.13'15" HDPE (E)-\�INV 1N=683.45'(SW) 11 - - _ _ _ INV. 1N=678.9T 30"HDPE (SJ) / \o CURB INLET W/MHDINV. 1N=682.59'12"HDPE 687 _ � URBINLETW/MHD REMOVE CONCRETE
INV OUT=682.84' 18"HDPE I 1 _ _ INVOUT-678.82'30"HDPE ` TOP=686.94' � O_,INV OUT-681.25'15" HDPEINV IN=679.25'24"HDPE P-690.28 __/ V. IN=682.71'24"HDPE
W -� \ INV OUT=679.19' 30"HDPE - - \ II ° � \ 686 � V. OUT=682.68'24"HDPE
_ _ _-688--\ 11-8"W----- -, plY� _-_-
_ 687 , 8" W ` �8� _ - - 8- IAL- _- - - 8„ �V - - _ M a Lam- W J _ _ - _ _ - �I I _ - - _ ,�
\ CURB INLET W/MHD CURB INLET W/MHD III III Z _ _ - ' MILL & OVERLAY
MHS , , 1 TOP=685.98' J,;; �, ASHLAR A VENUE " MHS I ' MHS I
\ I TOP-686.93' I' I I TOP=689.62'I
TOP=688.45' I ll - - INV IN=681.04' 15" HDPE (NW) `� t TOP=68782' /�/ ; ;'/'/ ;'/!/�; /�/',' ' /; j �';'; /;';' "Al;'/;';'%;';'%;';'% %,/, / ;'; / \
i/vV. IN=684.22'3"PVC LAT. SW \ \ 1 I 1 " 11 INV. 1N=6=681. 724"HE INV. 1N=680.63'2 "HDPE SW - - - 687 /NV. 1N=67235'4"PVC /%' ' %/ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' CURB INLETW/MHD
( � 1 \ 1 !NV OUT=681.4T 24"HDPE _ _ - .P C O ( ) Yt' j1- lNVIN-$78.29'�" V _ �
-- _ --- '''�/ /� = HDPE \ ,
INV. 1N=684.08' 8"PVC I INV. OUT=68l 8.¢ 24"HDPE 11 _ - I - INV. OUT=679.06' 8" PD`C ' ' / ,/ ' ' / ' ' ' ' ' ' ' ' ' TOP=690.33' \
//, /;, , /
I 1 I \ _ 24" INV. OUT-67772' 8" PV / , / / ' / / / / / ' -
INV. OUT=684.04'8"PVC I \ ------ ------ 24 /� 7 �/ -
I----- ----_--------------------- / - - - _ // - %//////
-687
__ _ __ _ ----687 - - -- _ ---" - ---� -I---S r_ SAN _-SAN-- -SAN �I / / =_-
_ _ _
_688 _ _ _ -688 I F-- -l- ---�--
_ _ o
\
CURB/NLETW/MHD I 1 II I _,/ \\ "�-691\---
20'ACSA
TOP=688.52' al \ - VAR/ABLEW/DTHACS
INV. IN=683.79' 15" HDPE a \ \ _ _ / _ \ / / SANITARY _ - SANITARY SEWER EASEMENT ` 692 - _ \ \ \ 0
INV. OUT=683.72' 15" HOPE I - �' / _ _ / - SEWER EASEMENT - _ _ _ _ - _ _ _ 693
\ \ 689----- 0° t_" / ' `-- REMOVE' / rn -
\ I rn� `P\ORTiON OF 11
-694 GUTTER/CURB/SIDEWALK 1 l / to
---- / 1
CURB INLET W/MHD I I ' ' \ \ \ \ I I ' / / BLOCK 6A
TOP-692. 60' `� I _ - - / I 1 / \ I / / R
INV. OUT=685.27'15"HDPE �69> \ / I MARCH MOUNTAIN
011 PROPERTIES, LLC
CURB INLET W/MHD
TOP=692.51'
INV. IN=685.02' 15" HDPE (E) \
INV. IN=685.01' 15" HDPE (S)
INV OUT=685.0I' 15" HDPE \
MHS\ o- - / \6 REMOVE
TOP=69550' I \ I " 15' 9� \ \ EXISTING
INV. IN=687.41' 8"PVC \ \ _ ' \ MILL & OVERLAY ' - - ' \ \ / \ I \69 /GRAVEL I
INV. OUT=68723' 8"PVCIQ
>
CURB INLET W/MHD , 1
TOP=695.27' \ 1 h I I ; ; ,%; \ \ \ 69p \ / I I
INV. 1N=68765' 15" HDPE I P I \
INV. OUT=687 63' 15" HDPE / ; / ; _ / \ 1 \ \ I \ - 694
REMOVE PORTION OF
CURB INLET W/MHD I S I I ///'/ Lc I 1 \ \ \ \
GUTTER! URB/SIDEWALK \ \ TMP055E0-09- 0-000A9 \
TOP=696.56' " ' \ \ 9g / / BLOCK 68
INV.1N=688.21'15"HDPE ;; %' ` 6, MARCHA�OU/D'TA>4l%P OPERT/ES, LLC ` _69 6 - - - - - // i /I
� OB 4704 PG 389-398
? - _ _ , \ MARCH MOUNTAIN
NV OUT=688.06' 15" HDPE / \ /'; \ \ \ \ DS 4556 PG 173-179 / / - - _ y / I PROPERTIES, LLC
\ DB 4038 PG 704
MHS _
TOP=69700' \ OB 3442 PG 188-190
INV IN=689.95'4"PVC
DB2887PG336-387 \
/ \ DB 2886 PG 134-155
INV OUT=689.83' 8"PVC /I lA � %,'; �/;'; � � \ \ , 1
/ ' ' ; \ DB 2233 PG 389
696 \ \ \ DB 2035PG 726-737
REMOVE T\RE I J \
1 \
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t
CURB INLET W MHO
TOP=69712' 1 / \ I 1 / / " " I
INV. OUT=68Q.67' 15" HDPE
cp `9co
/ \ l
APPROX. LOCATION
I
1 1 rn I I OFACSA EASEMENT.
VAR%ABLE I / TO BE RELOCATED \
W/OTH 6� ` I / ---` -- _ 690 _ ° S/GHTD/STAN \ - --- ' CEEASEMENT r /___ I ----I i --
- - - - - - 98-------1-- �� \ �/ 15"RCP
' _ __ _ __ _ _ _ � REMOVE
\ I
------- I \
- -- ---- i- -o t----- - - 1 - � \, ,\ ' > _ \ 1 EXISTING
r�
\
s 1 GRAVEL 1
\ \ CURB INLET W/MHD \ \ I , 689 \ 1 PAD
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\ \ /
12"W��12"vv-
CURB INLET W/MHD
- - - - - - - TOP=688.79'
- I INV. 1N=683.17' 15"RCP
INV OUT=683.10' 15"RCP / ' h/6 `\ \ \ \ \ ( \ REMOVE PORTION/OF
CURB INLET W/MHD \ ^xj/ - 66 \ \ \ \ \ I GUTTER & CURB
TOP-685. 90' \ \\ \ \ l
INV. IN-678.32' 15"RCP(S)
I / , INV IN=678.30'v2„
INV OUT=678.21' 15"RCP _ /y ��\�\ `\ \ \ \ \ \ \ APPROX. LOCATION \ 1 \ I
\ o ` \� \ `\ ` \ ` \ \ OF DRAINAGE EASEMENT \ \ \
CURB INLETW/MHD
TOP=685.52'
' I INV. OUT=678.51' 15"RCP
CURB INLET W/MHD
TOP-684.51'
INV IN=677.68' 15" RCP (E) / ; \ \ \ \
-\ \ p !%/ \, \r\� `\ APPROX. LOCATION \ \
\ \� INV IN=67746'15"RCP (W) 2-•�" , , \ 7\ � \ \ \ \
\\ ` INV. OUT-67746' 15" RCP \ 5^ R %%;'; ; ; \ \ \ \ - - \ OFACSA EASEMENT \ \ \ \ 1 \ \
MILL & OVERLAY
CURB INLETW/MHD
TOP=684.62', --\ --- \ --- MOSCA _ _ _ __NT(HOA)---
\ \
10'LANDSCAP/NG EASEME
EXIS TING A DJA CEN T INV 1N=676.21'15"RCP (DROP) \ \ \ /;;'; ; , `\\ - p--- X r-----\c_ L
PROPERTY LINES INV. OUT=671.67' 15" RCP
` \ \ \` \ / • - 11 CL / ' CURB INLET W/ MHD
\ \ \ \ \ \ K TOP=686.83' I
SCALE 1 "=30' \ \ \ \ \ \ - \ INV. 1N=678.74' 15" RCP
\II," INV OUT=678.66' 15" RCP
0 30' 60'
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L�
[EREMY L. FOX 9
Lic. No. 60786
08/01/22 4�
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LOT 5 LOT 6
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LOT 18 LOT 19
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LEGEND:
CONCRETE SIDEWALK
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
MILL & OVERLAY
BLOCK 6A
MARCH MOUNTAIN
PROPERTIES, LLC
BLOCK 6B
MARCH MOUNTAIN
PROPERTIES, LLC
L�
IEREMY L. FOX 9
Lic. No. 60786
08/01/22 4�
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TOP=68711' 11 II
INV. 1N=683.05' 15" HDPE (S) II I I CURB INLET IN/ MHD -
It rOP=686.00'
INV 1N=683.45'(SW) II
INV. OUT=682.84' 18" HDPE I 11 1N=682.59' 12"HDPE
// y,; INV
OUT=681.25' 15"HDPE
II o
11 /
11 -8„W-----8,.W----
`I I I CURB INLET W/MHD CURB INLET W/MHD -
MHS 1 m 11 TOP-68693' TOP=685.98'
TOP=688.45' I 11 INV 1N=681.5>.'24"HDPE INV IN=681.04' 15"HDPE(NW)
iivV. 1N=684.22'3"PVC LAT. (SW) I II11 INV OUT=681.47'24"HDPE INV 1N=680.63'24"HDPE(SW)
INV. IN=684.08' 8" PVC I _ _ - - - - _ 24 INV. OUT=680.45' 24" HDPE
INV. OUT=684.04'8"PVC I --------------- _
s
1 /
I 1
I I
I I I
I
II I I
CURB INLET W/MHD 11 /
TOP=688.52' 2 II I
INV. 1N=683.79' 15" HDPE I
INV. OUT=683.72' 15" HDPE 1 I
I I /
I I I
I I
� I I
CURB INLET W/MHD
TOP-692.60' ^ I
INV. OUT=685.27'15"HDPE 11
011
CURB INLET W/MHD Coz I I
TOP=692.51'
INV. 1N=685.02' 15" HDPE (E) I
INV. 1N=685.01' 15" HDPE (S)
INV OUT=685.01' 15"HDPE 1
� I
3
MHS o-
TOP=69.50'
INV. IN=687.41' 8"PVC
INV. OUT=68723'8"PVC i
CURB INLET W/MHD I I
TOP=69527' I III I v 8" SAN.
V. IN1N=68765' 15"HDPE III V 16 SSWR
INV. OUT=68763' 15"HDPE I
I I
/ ICURB INLET W/MHD S I
TOP=696.56'
INV. 1N=688.21' 15" HDPE l
INV. OUT=688.06' 15" % HDPE / / I O SAN
MHS
TOP=697.00' a, / ll 8"W 8„W 8" X 8" TE & (3)GVs
INV 1N=689.95'4"PVC k // 811w
INV. OUT=689.83' 8" PVC / l/
s /
i
i
CURB INLET W MHD
TOP=69712'
INV. OUT=68Q.67' 15" HDPE
8"x8" TEE & GV. TIE TO EXISTING
8" DIP WATERLINE. CONTRACTOR
TO DIG TEST PIT TO VERIFY
DEPTH \ '"
8" X 8" TEE & (3) GVs
8" SAN. SSWR
4" SSWR LATERAL. CONTRACTOR TO
INSTALL PVC TURN -UP PIPE (TYP) -
�z
CURB INLET W/MHD
TOP=686.84'1
INV 1N=678.97' 30" HDPE (S))
� I
II
II
011^
ASHLAR AVENUE
II I I
II I I
I I
---24' ---
4" SSWR LATERAL.
CONTRACTOR TO INSTALL
PVC TURN -UP PIPE (TYP)
DA
TE
C
y o v 11 8"W
8" CL 52 WATERLINE DOMESTIC
WATER SERVICE
2
I
14
/ 00 j APPROX LOCATION
/ 12 OFACSA EASEMENT.
rSIG117
BLE TO BE RELOCATED
° ANCEEASEMENT 8° x 6" TEE FHA _ _
22.5° BENDV
-------
-------- --- 15"RCP
900 BEND 900 BEND
CURB INLET W/MHD
_ TOP=695.08' W
12 W GOLF DRIVE INV. OUT=68715' 15"RCP 12
12" W
--'12.,W
-12"W--
0
TIE TO EXISTING 8" DIP STUB AT
VALVE. CONTRACTOR TO DIG
TEST PIT TO VERIFY DEPTH
SCALE 1 "=30'
0 30' 60'
CURB INLET W/MHD
TOP=686.94'
INV. IN=679.25' 24" HDPE
INV. OUT=679.19' 30"HDPE
MHS
TOP=68782'
INV IN=678.29' 8" PVC
INV. OUT=67772' 8" PVC
MHS
TOP=689.62'
INV IN=679.35'4"PVC
INV. OUT=679.06' 8" PVC
�L SAN - - -SAN- - - -SAN-
8"
CONNECT TOEX__
ACSA SANI MANHOLE
(OIdTrVI 19-5)
20'ACSA VAR/ABLE W/OTHACS
SAN/TARP SANITARYSEWER EASEMENT
SEWER EASEMENT
- -12" w - 100' WPO S'ncA
BUFFER p
12„w \
o \ \
\
CURB INLET W/MHD 72„�
TOP=688.79'
/Z /
II
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DEFLECTION
(TYP)
/ TRAFFIC
RATED
INV IN=683.17' 15"RCP Q-�///
INV OUT=683. 10'15" RCP/� \ \
CURB INLET W/MHD "j /
TOP=685.90'
O INV. 1N-678.32' 15" RCP (S) \
INV 1N=678.30' 15" RCP (W)
INV OUT=678.21' 15"RCP 2
h_
CURB INLET W/MHD ° \ \
I TOP=685.52'
INV. OUT=678.51' 15"RCP \
CURB INLET W1 MHD
\ I L INV IN 67768' 15PRCP (E)
INV 1N-67746' 15" RCP (W)
- INV. OUT-67746' 15" RCP
CURB INLET W/MHD
TOP=684.62'
EXISTING ADJACENT INV. 1N=676.21' 15" RCP (DROP)
PROPERTY LINES INV. OUT=671.67' 15" RCP
8" SAN. SSWR
/ ca
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WATEF LINE
WATERLINE
DEFLECTION (TYP)
IFHA, 8" x 6" TEE
8" X 8" TEE /
(3) 8" GV
- 8" SAN. SSWR /
/
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EN8" GV
--/BD11.250
/
WATERLINE
DEFLECTION
(TYP)
LEGEND:
CONCRETE SIDEWALK
CURB INLET W/MHD
TOP=690.28'
INV IN=682.71' 24" HDPE
HEAVY DUTY ASPHALT
INV OUT=682.68'24"HDPE
LIGHT DUTY ASPHALT
II
- II
N
MILL & OVERLAY
I CURB INLET W/MHD
II TOP=690.33'
---
INV OUT=682.94'24"HDPE
O
N
APPROX. LOCATION
OF DRAINAGE EASEMENT
45° BEND. TIE TO EXISTING 8" DIP
STUB AT VALVE. CONTRACTOR TO
DIG TEST PIT TO VERIFY DEPTH
APPROX. LOCATION
OFACSA EASEMENT
I
TIE TO EXISTING 12" DIP
STUB. 12"X8" TS&V. 22.50
BEND. CONTRACTOR TO DIG
TEST PIT TO VERIFY DEPTH
BLOCK 6A
1 MARCH MOUNTAIN
PROPERTIES, LLC
BLOCK 6B
MARCH MOUNTAIN
PROPERTIES, LLC
'--___ ----------------------- 1-------- ---- ------
-----I
�UGT - - - -
I I
I I
CL CURB INLET W/MHD
U TOP=686.83'
INV. 1N=678.74' 15" RCP
11 " INV OUT=678.66' 15" RCP
I1
II
L�
IEREMY L. FOX
Lic. No. 60786
08/01/22q�
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15' PRIVATE
LANDSCAPING
EASEMENT
S �
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' 20' PRIVATE
DRAINAGE EASEMENT
I
20' PUBLIC
DRAINAGE
EASEMENT
20'ACSA
SANITARY
SEWER EASEMENT
'" "I,
— — -- —JNIV — — ---- JHIV T— —
VARIABLEW/DTHACS
SAN/TAR Y SEWER EA SEMENT
20' ACSA SANITARY
SEWER EASEMENT
F71 "
MMAN
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EXISTING ADJACENT
Cro PROPERTY LINES �2'•�
SCALE 1'1
0 30' 60'
® 0000vo/
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20' ACSA WATER
oo EASEMENT
/ I
I
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/
VIW ACSA UTI LTY
APPROX. LOCATION
OF DRAINAGE EASEMENT
APPROX. LOCATION
OFACSA EASEMENT
NOTE: THIS SHEET IS PROVIDED FOR
INFORMATION ONLY TO ENHANCE
CLARITY OF EASEMENT AND
PROPERTY LINES. THIS PLAN IS NOT
INTENDED TO BE A PLAT. SEPARATE
SUBDIVISION AND EASEMENT PLATS
WILL BE SUBMITTED FOR APPROVAL
AT A LATER TIME AND FOR USE IN
RECORDATION.
LEGEND
❑ ACSA SANITARY SEWER EASEMENT
ASCA UTILITY EASEMENT
El ASCA WATER EASEMENT
® PUBLIC STORM EASEMENT
® PRIVATE STORM EASEMENT
BLOCK 6A
MARCH MOUNTAIN
PROPERTIES, LLC
BLOCK 6B
MARCH MOUNTAIN
PROPERTIES, LLC
_ _ _ — 10'LANDSCAP/NG EASEMENT (HOAJ
--------------------------I
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Lic. No. 60786
08/01/22 krj
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DRAWN BY
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CHECKED BY
J. FOX
SCALE
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limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
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SCALE
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9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 9+50 10+00 11+00 11+50
STORM STR 100 TO STR 114 PROFILE STORM STR 110 TO STR 137 PROFILE •
HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' •
VERT SCALE: 1 "=5 VERT SCALE: 1 "=5
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JOB NO.
STORM STR 106 TO STR 130 PROFILE STORM STR 126 TO STR 140 PROFILE 49639.002
HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50'
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690
690
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0
685
685
113
105
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103
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101
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680
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675
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690
690
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680
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680
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675
675
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705
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695
690
690
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685
680
680
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STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
100
689.92
6.88'
MH-1
102
691.67
8.01'
DI-3B 10 ft Throat
104
691.75
7.80'
DI-3B 8 ft Throat
106
694.46
9.36'
MH-1
108
692.99
7.30'
DI-3B 4 ft Throat
110
692.39
6.48'
MH-1
112
691.57
5.39'
DI-3A
114
691.11
4.57'
DI-3B 6 ft Throat
120
692.33
4.99'
DI-3C 8 ft Throat
122
692.33
4.70'
DI-3C 6 ft Throat
124
692.92
4.61'
DI-3A
126
694.93
5.22'
MH-1
128
695.78
4.84'
DI-3A
130
695.90
4.72'
DI-3A
135
692.31
4.60'
DI-3A
137
692.56
4.58'
DI-3A
140
694.23
4.38'
DI-3A
STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
101
24"
102-100
683.67
683.04
0.86%
72.79 LF
24" HDPE
103
24"
104 - 102
683.95
683.77
0.50%
36.14 LF
24" HDPE
105
24"
106 - 104
685.11
684.05
0.50%
212.05 LF
24" HDPE
107
18"
108 - 106
685.69
685.21
0.50°k
96.49 LF
18" HDPE
109
18"
110 - 108
685.91
685.79
0.50%
23.90 LF
18" HDPE
111
15"
112 - 110
686.18
686.01
0.50°k
33.58 LF
15" HDPE
113
15"
114 - 112
686.54
686.28
0.50%
53.25 LF
15" HDPE
119
18"
120-106
687.34
686.21
0.50°k
226.92 LF
18" HDPE
121
15"
122-120
687.63
687.44
0.50°k
38.00 LF
15" HDPE
123
15"
124 - 122
688.31
687.73
0.73%
79.79 LF
15" HDPE
125
15"
126 - 124
690.01
688.41
2.85%
56.03 LF
15" HDPE
127
15"
128 - 126
690.94
690.11
1.02%
81.57 LF
15" HDPE
129
15"
130 - 128
691.19
691.04
0.50°k
28.72 LF
15" HDPE
134
15"
135 - 110
687.71
687.48
0.50%
44.93 LF
15" HDPE
136
15"
137 - 135
687.99
687.81
0.50°k
35.67 LF
15" HDPE
139
15"
140 - 126
689.85
689.71
0.50%
26.78 LF
15" HDPE
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• CHECKED BY
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 J. FOX
SANITARY SEWER EX. STR TO STR 12 PROFILE • SCALE
HORIZ SCALE: 1"=50' 1 "=50'
VERT SCALE: 1"=5
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HORIZ SCALE: 1"=50' JOB NO.
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SHEET NO.
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PROPOSED
700
GRADE
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EXISTING
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GRADE
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STORM
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11
8
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680
700
700
PROPOSED
GRADE
EXISTING
695
GRADE
695
-
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STORM
CROSSING
690
690
CR
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5
685
685
13
8
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680
680
675
675
670
670
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SANITARY STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
EX
689.62
10.46'
48" Manhole
2
694.77
11.47'
48" Manhole
4
691.67
7.60'
48" Manhole
6
691.79
7.24'
48" Manhole
8
692.91
5.40'
48" Manhole
10
695.10
6.38'
48" Manhole
12
696.26
6.61'
48" Manhole
14
692.10
6.53'
48" Manhole
16
694.28
7.56'
48" Manhole
SANITARY PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
1
8"
2-EX
683.31
679.16
1.71%
242.68 LF
8 inch PVC
3
8"
4-2
684.07
683.51
0.50%
113.21 LF
8 inch PVC
5
8"
6-4
684.55
684.27
0.50%
55.62 LF
8 inch PVC
7
8"
8-6
687.51
684.65
2.82%
101.41 LF
8 inch PVC
9
8"
10 - 8
688.72
687.71
0.50°�
201.75 LF
8 inch PVC
11
8"
12 - 10
689.65
689.20
0.50°�
89.28 LF
8 inch PVC
13
8"
14 - 2
685.57
683.53
0.95%
214.09 LF
8 inch PVC
15
8"
16 - 14
686.72
685.77
0.50°�
190.04 LF
8 inch PVC
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178.79'
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131.41'
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THIS DRAWING PREPARED AT THE O.,& CID
TIMMONS RO P• •• YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE O
• • • 608 Preston Avenue, Suite 200 Charlottesville, VA 22903 �°j O `m
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com O Z
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DATE
REVISION DESCRIPTION
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OLD TRAIL BLOCK 26 M
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COUNTY OF ALBEMARLE, VA D O m? m O F oN
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SIGHT DISTANCE PROFILES `
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
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4.000
1.509
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0.144
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1.441
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0.422
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1.495
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0.166
0.333
0.498498
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4.793
0.388
0.016
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0.0208
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2.000
0.33378
0.0833
4.00481
3.50
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0.110
0.74
0.0814
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0.081
4.793
0.388
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0.792
0.001
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0.792
1.304
0.166
0.333
0.498498
3.304
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4.793
0.216
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0.216
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0.0208
1.628
2.000
1.2285
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4.00481
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0.1458
0.1666
2.883
2.200
0.763
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1.627
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0.140
0.75
0.105
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0.105
4.793
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0.503
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0.0208
2.914
2.000
0.68634
0.0833
4.00481
0.991
3.50
0.1458
0.1653
4.132
2.200
0.532
0.745
0.375
0.128
2.227
130
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0.020
0.75
0.015
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4.793
0.072
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1.079
2.000
1.85357
0.0833
4.00481
1.000
3.50
0.1458
0.1666
1.818
2.200
1.210
1.000
0.072
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1.078
135
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0.200
0.75
0.15
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0.15
4.793
0.719
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0.1619
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0.415
0.619
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0.274
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0.200
0.80
0.16
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4.793
0.767
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0.402
0.604
0.463
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ROUTE PROJECT OTV Block 26 DESIGNER: R.van Niekerk DATE 7/22/2022 EPLT[I OFL
CHECKED: UNITS:NGLISH
JEREMY L. FOX 9
Lic. No. 60786
0�+ 08/01/22
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SCALE
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49639.002-STRM-100 PROJECT: OTV Block 26 Designed by: R.van Niekerk UU J
STORM SEWER DESIGN COMPUTATIONS LOCATION: Crozet HYDRAULIC
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PROJECT: ON Block 26 DESIGNED BY: R.van Niekerk
COUNTY: Albemarle Checked by: J.Fox HYDRAULIC GRADE LINE ANALYSIS w
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STORM FREQUENCY 10 Checked: J.Fox a J
INCIDENCE PROBABILITY 10 Year � Q
UNITS ENGLISH m U
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140 13+99.49 690.71 15 0.58 26.78 0.01% 0 2.71 0.03 0 0 0 0 0 0 0 0.03 0.04 FALSE 0.04 690.75 694.22 OK -3.47
JOB NO.
49639.002
SHEET NO.
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PIPE FROM POINT TO POINT AREA COEFF. INCRE-ACCUM- ADDTL INLET FALL Q UPPER LOWER of Pipe (Dia. Or Slope Vn TIM
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LENGTH
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0.26
7.71
0.23
14.17
6.17
87.37
0.59
0.21
62.52
0.33
0.77
0
TRUE
0.65
685.29
691.67
OK -6.39
104
11+09.10
685.37
24
14.17
36.14
0.33%
0.12
6.17
0.15
13.68
6.13
83.83
0.58
0.2
85.95
0.41
0.76
0
TRUE
0.5
685.87
691.75
OK -5.88
106
13+21.12
685.87
24
13.68
212.05
0.31%
0.66
6.13
0.15
7.81
5.2
40.65
0.42
0.15
77.67
0.28
0.57
0
TRUE
0.95
686.81
694.46
OK -7.65
120
12+26.92
687.41
18
7.81
226.92
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1.07
5.2
0.11
3.35
4.34
14.53
0.29
0.1
84.82
0.19
0.4
0.52
TRUE
1.33
688.74
692.33
OK -3.6
122
12+63.67
688.74
15
3.35
38
0.23%
0.09
4.34
0.07
2.38
4.61
10.99
0.33
0.12
76.68
0.22
0.41
0.53
TRUE
0.35
689.09
692.33
OK -3.24
124
13+43.46
689.09
15
2.38
79.79
0.12%
0.09
4.61
0.08
2.11
7.3
15.43
0.83
0.29
16.48
0.16
0.53
0
TRUE
0.36
689.45
692.92
OK -3.48
126
13+gg,49
689.45
15
2.11
56.03
0.09%
0.05
7.3
0.21
0.74
3.73
2.75
0.22
0.08
67.9
0.13
0.41
0.54
TRUE
0.32
689.77
694.94
OK -5.17
128
14+81.06
691.11
15
0.74
81.57
0.01%
0.01
3.73
0.05
0.09
1.55
0.14
0.04
0.01
53.46
0.02
0.09
0.11
TRUE
0.06
691.17
695.78
OK -4.61
130
15+09.78
692.04
15
0.09
28.72
0.00%
0
1.55
0.01
0
0
0
0
0
0
0
0.01
0.01
TRUE
0.01
692.05
695.9
OK -3.85
108
14+17.61
686.81
18
5.87
96.49
0.27%
0.26
4.98
0.1
5.69
4.95
28.15
0.38
0.13
25.22
0.11
0.34
0
TRUE
0.43
687.24
692.99
OK -5.74
110
14+41.56
687.24
18
5.69
23.9
0.25%
0.06
4.95
0.1
3.98
4.49
17.87
0.31
0.11
65.2
0.19
0.4
0
TRUE
0.26
687.5
692.39
OK -4.89
112
14+75.14
687.5
15
1.55
33.58
0.05%
0.02
3.58
0.05
0.52
2.62
1.37
0.11
0.04
70.25
0.07
0.15
0.2
TRUE
0.12
687.61
691.57
OK -3.95
114
15+28.39
687.61
15
0.52
53.25
0.01%
0
2.62
0.03
0
0
0
0
0
0
0
0.03
0.03
TRUE
0.02
687.63
691.11
OK -3.48
135
14+41.56
688.48
15
3.98
44.93
0.32%
0.15
4.49
0.08
1.96
3.81
7.47
0.23
0.08
30.27
0.08
0.24
0.31
TRUE
0.3
688.78
692.31
OK -3.53
137
14+41.56
688.81
15
1.96
35.67
0.08%
0.03
3.81
0.06
0
0
0
0
0
0
0
0.06
0.07
TRUE
0.06
688.87
692.56
OK -3.69
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8
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08/01/22 k�
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DRAWN BY
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•
DESIGNED BY
•
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•
CHECKED BY
J. FOX
•
SCALE
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GENERAL NOTES
PRE -CONSTRUCTION
• CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT
1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE
LOCATED A MINIMUM OF 5 FEET FROM SEWERANATER CONNECTIONS.
NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.
• VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO
BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL
BE VERIFIED PRIOR TO BIDDING.
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND
VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND
INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY
STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT
PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT,
TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
• PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS
AND CONTRACT SPECIFICATIONS.
• SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER
AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED
PER TEST RESULTS TO ENSURE PLANT HEALTH.
CONSTRUCTION/INSTALLATION
• LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS
AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY
CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT
CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK"
• LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND
CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING
THE DESIGNATION OF BOTANICAL AND COMMON NAME.
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING
AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT
INTERFERE WITH SIGHT DISTANCES.
• CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL
DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE
BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS
WHICH AFFECTS THE GUARANTEE.
• UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE
CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL
VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD
PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A
FINAL INSPECTION BY THE LANDSCAPE ARCHITECT.
• ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE
FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS
INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS
RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY
OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND
THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE
CONTRACTOR.
• PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR
COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT
OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE
CERTIFICATE OF OCCUPANCY.
• REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
STREET TREE REQUIREMENTS
* per Sec. 32.7.9.5 of the Albemarle County Code
STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED
ORION LANE 562.5 LF 1 LG TREE PER 50 LF 562.5 / 50 = 11.25 x 2 = 23 LG TREES 23 LG TREES
22.5
TREE COVER
CALCULATIONS
* per Sec. 32.7.9.8
of the Albemarle County Code
SITE AREA
REQUIREMENT
CALCULATION
REQUIRED QUANTITY
PROVIDED QUANTITY
5.52AC
5.52ACx.1
(GROSS SITE AREA)
10% COVER
= 0.552 AC
24,045.12 SF
25,020 SF
= 24,045.12 SF
NOTE:
-ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT;
THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE
OVERALL HEALTH OF THE PLANT.
PLANT SCHEDULE
TREES
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
CANOPY
TOTAL
CANOPY
ACE OGL
14
ACER RUBRUM 'OCTOBER GLORY'
'OCTOBER GLORY' RED MAPLE
2.5" CAL.
B&B
452 SF
6328 SF
BET CIM
15
BETULA NIGRA'CULLY IMPROVED' TM
HERITAGE IMPROVED RIVER BIRCH
2.5" CAL.
B&B
464 SF
6960 SF
QUE PAL
13
QUERCUS PALUSTRIS
PIN OAK
2.5" CAL.
B&B
419 SF
5447 SF
QUE PHE
15
QUERCUS PHELLOS
WILLOW OAK
2.5" CAL.
B&B
419 SF
6285 SF
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP % OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
V Il IvlL 1 Ln
DECIDUOUS TREE - STAKING SPECIFIED
NOT TO SCALE
-w
25020 SF
ROOT BALL
12 GAUGE GALVANIZED WIRE
'�'— 3-2"x2" HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
6"SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
1" COMPOST LAYER
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
L�
[EREMY L. FOX 9
Lic. No. 60786
08/01/22 4�
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DRAWN BY
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DESIGNED BY
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CHECKED BY
J. FOX
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