HomeMy WebLinkAboutSDP202300001 Plan - Submittal (First) 2023-01-03SITE DATA:
TAX MAP PARCEL:
TOTAL PARCEL AREA:
LIMITS OF DISTURBANCE:
OVERLAY DISTRICT:
OLD TRAIL BLOCKS 24, 33, & 34
055EO-01-00-000RO
MARCH MOUNTAIN PROPERTIES LLC
DB 4954 PG 12C
17.24 ACRES
ZONING: RURAL AREAS (RA)
055EO-01-00-000A3
MARCH MOUNTAIN PROPERTIES LLC
DB PG: N/A
20.39 ACRES
ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) IN ACCORDANCE WITH ZMA2015-00001
37.63 ACRES
17.12 ACRES
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 24):
FRONT: 5 FT MINIMUM/25 FT MAXIMUM
SIDE: 5 FT MINIMUM
REAR: 5 FT MINIMUM
REQUIRED BUILDING SETBACKS (BLOCKS 33 & 34): PENDING SPECIAL EXCEPTION SUBMITTED ON 12/18/2022
FRONT: 5 FT MINIMUM/30 FT MAXIMUM
SIDE: 5 FT MINIMUM
REAR: 5 FT MINIMUM
MAXIMUM BUILDING HEIGHT
EXISTING USE:
PROPOSED USE:
GROSS RESIDENTIAL DENSITY:
PROPOSED OPEN SPACE:
MAXIMUM IMPERVIOUS COVER:
WETLAND IMPACTS:
UTILITIES:
PARKING REQUIRED:
TOTAL PARKING PROVIDED:
SPECIAL FLOOD HAZARD AREA INFORMATION:
SPECIAL FLOOD HAZARD AREA (FLOODPLAIN)
YES [ ] NO [ X ]
SIDE:
SINGLE FAMILY ATTACHED- 4.0 STORIES OR 60 FT
VACANT RESIDENTIAL LAND
RESIDENTIAL DEVELOPMENT FOR SINGLE FAMILY DETACHED UNITS
62 UNITS/37.63 ACRES = 1.65 DU/AC
0.36 ACRES
1.05 ACRES
NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT
ACSA PUBLIC WATER AND SEWER
2 SPACES PER SINGLE FAMILY DETACHED (62 UNITS)
124 PARKING SPACES REQUIRED
2 GARAGE SPACES PER SINGLE FAMILY DETACHED (62 UNITS)
2 DRIVEWAY SPACES PER SINGLE FAMILY ATTACHED (62 UNIT
248 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.
INITIAL SITE PLAN
COUNTY OF ALBEMARLE, VIRGINIA
12/21/2022
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DEVELOPER:
MARCH MOUNTAIN PROPERTIES LLC
1005 HEATHERCROFT CIRCLE SUITE 100
CROZET, VA 22932
CONTACT: DAVE BROCKMAN
TELEPHONE: (702) 985-9088
EMAIL: DAVE@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
CO.0
COVER
C1.0
NOTES & DETAILS
C1.1
NOTES & DETAILS
C1.2
NOTES & DETAILS
C2.0
EXISTING CONDITIONS & DEMOLITION PLAN
C4.0
OVERALL LAYOUT & UTILITY PALN
C4.1
LAYOUT PLAN
C4.2
LAYOUT PLAN
C4.3
UTILITY PLAN
C4.4
UTILITY PLAN
C4.5
UTILITY PLAN
C4.6
LOT & EASEMENT PLAN
C5.0
GRADING & DRAINAGE PLAN
C5.1
GRADING & DRAINAGE PLAN
C5.2
ROAD PLAN
C7.0
STORM PROFILES
C7.1
STORM PROFILES
C7.2
STORM PROFILES
C8.0
UTILITY PROFILES
C8.1
UTILITY PROFILES
C8.2
UTILITY PROFILES
C8.3
UTILITY PROFILES
C8.4
UTILITY PROFILES
C8.5
UTILITY PROFILES
C8.6
UTILITY PROFILES
C9.6
SIGHT DISTANCE PROFILES
C9.7
SIGHT DISTANCE PROFILES
C9.8
SIGHT DISTANCE PROFILES
C9.9
SIGHT DISTANCE PROFILES
C9.10
SIGHT DISTANCE PROFILES
C9.11
SIGHT DISTANCE PROFILES
L1.0
LANDSCAPE PLAN
L1.1
LANDSCAPE DETAILS
TOTAL # OF SHEETS: 51
SIGNATURE PANEL:
DEPARTMENT OF COMMUNITY DEVELOPMENT:
PLANNING & ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE AND RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
APPROVAL
DATE
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IEREMY L. FOX y
Lic. No. 60786
12/21/22
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DATE
12/21/2022
DRAWN BY
A. MABEE
DESIGNED BY
J. FOX
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
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
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 ortiorts 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
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measurements. Show the as -built centerline over the designcenterline. Distinguish between them b
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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.
h. 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
minimum
mad, the 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 seat 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
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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 where partial release is
sought. A final punchlist inspection report from VDOT can be used for a partial bond release, but only if
outstanding items are not too broad. If the 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 nut 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 `St 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 many discrepancies, which should be
documented in acceptance correspondence or punchlists.
I 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: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).
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
;P g P ,
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 andplats: 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 as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any
releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all
improvements are in right-of-way and easements.
C. Signed and sealed letter from a professional engineer listed and certifying that completed
improvements are built according to plan.
Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required.
Please do not use qualifying statements such as "it appeared", or'Yo 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.
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.
F0r COUNTY OF ALBEMARLE
gym., Department of Community Development
�IAGIN\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 erable that the
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construction record drawing be prepared by someone other than the designer. Please do not
provide design drawings as construction record drawings.
A. A signed and dated professional seal of the preparing engineer or surveyor.
B. The name and address of the firm and individual preparing the drawings on the title sheet.
C. The constructed location of all items associated with each facility, and the inspection records to verify
proper dimensions, materials and installation. The items include, but are not limited to the following:
1. Inspection Records and photographs for pipe trenches and bedding, including underdrains.
2. Video Pipe Inspection for any pipes which are not accessible or viewable.
3. Updated Location with geo-coordinates of all facilities.
4. Verified Drainage Area maps for the drainage area treat and for drainage to the facilities.
treated, 8 P S 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 - 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.
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Lic. No. 60786
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1212112022
DRAWN BY
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DESIGNED BY
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CHECKED BY
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JOB NO.
9639.0
SHEET NO.
C1.0
I Nov 2011
L
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
4" DIAMETEI
AND VALVE
WATER
PVC
THRUST
VALVE Bi
M.J. FITTI
TD-13
PLUG
ON-LINE
(TYPE "B")
VARIES
THREADED COUPLING
BRASS NIPPLE AND PVC
o
CAP
i
LUBRICATE ALL THREADS
METER BOX (SEE FIG. W-7)
NO. 57 STONE
2" PIPE SLOPED
TO DRAIN IF
-
GRADE ALLOWS
VARIES
VARIES
2" BRASS PIPE
WATER MAIN AND VALVE 2" THREADED TAP
ARE SAME SIZE PLUG
DEAD END
(TYPE PEA")
TYPICAL BLOW -OFF
ASSEMBLY
NTS
FIG. W-8
AIR RELEASE VAU
BRASS OR BRONZE PIPE
BRICK SUPPORTS OR
SOLID GEM NT BLOCKS
•COPPER" SOFT
STOP
GRADE
GATE
.�IIk�14
STONE
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 i" 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
M-20
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
i
LENGTH OF BRANCH VARIES
6' MIN 21 TO 10,
(2701
18-22"
7 CU. FL VALVE BOX
#68 STONE
42"MIN o 6" GATE VALVE
B"XB'
TEE
2500 P.S.I. CONCRETE /
BASE AND THRUST i.'. fM'�� R }
BLOCK AGAINST \\\VIi/
UNDISTURBED STABLE
SOIL STEEL PILE
WHEN THE SOIL IS DISTURBED OR 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. DOVER 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
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
ADJUSTABLE TRAFFIC RATED
II VALVE BOX W/ LID
u I�
M.J. CATE VALVE
WATER LINE
b
. I
2500 P.S.I.
CONCRETE A, n 2'x 2' BEARING AREA.
THRUST BLOCK 4
a, a A .
c .
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIG. WI
TD-9
1' COMPRESSION x 3/4" MALE PIPE COUPLING
OR APPROVED EQUAL
0
rom
NOTE
NO SWEATED FITTINGS
DUAL SERVICE
1' TYPE M
SOFT COPPER
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE
M FOR USE ON ATTACHED SINGLE FAMILY
RESOENnAL SERVICES OR DUAL READDmAL
AND IRRIGATON SERVICES
R
V COMPRESSION X 3/4" MA1E PIPE COUPUNG
'1TOR APPROVED EQUAL
/ FOR UK ON DETACHED SINGLE FMILY
RESIDENTIAL SERMCE WERE AN IRRIGATION
METER IS NOT PROMDED.
IRON UD
-FINISHED GRADE
fro BEND COIPUlG- -
piS,
MEEK
CIXiPatAT011610PBRIM
AS
NECESSARY
SAND OR DUST UNDER:�:+4''!'n.�'
BOX AND SETTER (2-INCH
YDOT SPED 203, N0. e)
'ti; °:% ��.`4T"-': AGGREGATE
MINIMUM THICKNESS)
Y"�'"
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.
ELEVATION
PAINT ALL EXPOSED STEEL WITH 2 GOATS OF BITUMINOUS PAINT.
BEND
SIZE
A
B
C
D
E
F
4' - 6
1'-B'
V-S
2'-6'
1'-2
2•
1 1 r
W
2'-3
3'-0
2'-
V
2,-e
1 14'
11 1/4'
W"
2'-9
3'-9
Y-8
Y-0
X-
Y
12'
3'-0
4'-3'
3'-O'
7-
3'-e'
2'
IS.
S-6"
5'-6'
S-3'
S
4-e
2 1'
4" - 6'
X-6"
3'-0
2' W
1'-8
7-e
i 1 4
22 1/2'
IV
S-3"
5'-0
3'-0
2'-9"
3'-9"
2"
12'
Y-9"
6'-3
3'-0
3'-6
4! 3'
2'
18"
5'-0
7-6
3'-3'
4'-0"
5'-6'
2 I/Y
4" - V
S-O"
6'-0
3'-0"
8-3
S-3"
2 1/4
e'
3'-6"
8'-6
3'-0'
3'-e"
3'-9"
2 1/4"
45'
10"
4'-g
T-g
J'-p"
4'-3"
5'-0"
2 1/4"
t2'
S'-y
W-D
7-3'
5'-0
5'-V
2 I/2"
18'
e'-
11'-0
Y-fir
Ir
7'-3'
2 t 2"
3" THREAD
1 NOMINAL INSIDE
DIAMETER EXTRA
STRONG STEEL PIPE
8
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
B"
NOTE: RESTRAINED JOINT FITTINGS.
4Z Minimt
Certification of 959
compaction required
Q
Galvanized Steel Beam,
W12 x 14 (min. size)
3' min. penetration into undisturbed
soil or as approved by the
ACSA.
TD-4
Side View
•o
4-
4
4'
II° n•a
a
45'
TYPICAL THRUST BLOCK IN FILL AREA
NTS
FIG. W-3B
TDTD5
ASIM A36 AND HEX NUT
ASTM A588 (TYP)
UNDISTURBED EARTH UNDISTURBED
2 - 3/4" DM SOIL (TYP)
ALL -THREAD ROD
��'•' WATER MAIN
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
NTS
Fig. w-30
TDTD-66
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY.
VARIES
•--10't-►I I 30'=
5' III III 5' 1 1 IT
V
WATER SEWER
3 A
Of
Of C
LOCATION OF OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETCD
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
Tn-I
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
a.1 24- IN 8•1, INITIAL BACKFILLU
ll
MIN O MIN. BEDDING
8 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
a'MI INITIAL BACKFILL 4 I
UNSTABLE B" g^ g• e•
SOIL MIN. MIN MIN. #68 STONE
\'- - -GRANULAR FILL AS
`•.O. •':= R APPROVED BY ACSA � ;� _'•' rr=
STA 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.
S. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
YIitRT
PIPE
DEGREE
BEND DIMENSIONS
VOL
TEE AND PLUGS
VOL
SIZE
OF
FE
W.M.
(FEE
CU.YD.
BEND
L
H
T
L
H
T
90
2.50
250
3.01
0.24
4" & 6"
.45
200
225
260
0.15
200
225
2.50
0.15
221/2
1.50
700
2.52
0.10
111/4
1.50
200
250
0.10
90
3.68
&16
3.21
0.40
45
286
288
277
0.28
8•
221/2
1.66
2.15
289
0.13
3.16
2.91
2.66
0.32
111/4
1.66
216
267
0.13
90
4.83
3.83
3.42
0.83
10" & 12'
45
3.33
3.58
2-95
0.43
3.63
4.00
283
0.52
22 1/2
2.33
2.58
286
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
TO-3
-ALTH OF
5
.,ENEMY L. FOX
J
Lic. No. 60786
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1212112022
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DRAWN BY
A. MABEE
• DESIGNED BY
• J. FOX
• CHECKED BY
• J. FOX
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JOB NO.
49639.003
SHEET NO.
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�ALTF-[ OF
SEWER SERVICE LATERAL CONNECTION NOTES:
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
NOTE, MIN. 60' DIAMETER MANHOLE
O
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
REQUIRED.
(, JEREMY L. FOX
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
F-
TO THE MANHOLE.
Lic. No. 60786
71174DROPHA1101_1 PVC CROSS
z
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALLO
USING A PIPE SADDLE
°3.
Z/2/22BE
CONNECTED
USEBOOAPPROVED FLEXIBLE RUBBER
MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2X
°
ANAL
(1/4" PER FOOT)
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN
s
v
3000 PSI CONC. BASE
DIAMETER OF 4".
TED
6 STOPGASKCOUPLINGor°a
BENCH SLOPED TO FLOW
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVE172
o 27'
CHANNEL 1/4" 1' MIN
OF 3 FEET.
;: J.;"• DROP PIPE
PIPE STRAPS -,?•s
z ; ♦-
° (STAINLESS STEED n:c•+,H
SPACED
,
M E
O
EATED
4
ERTICALLY ;"',�` i, ai
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6
x
FINISHED GROUND MARKER
90• RESTRAINED BEND ,"�i• f"'
BRANCH
> E
R- Y4'
I SEWER
° INFLUENT
12" T J 'r-
iLu
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4, .� • PIPEA.
� �
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1 . CONTROL JOINT SPACED
' 4 ' ° 4 < " "^IN
SEWER
F ��
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AT WIDTH OF WALK (MAXIMUM)
"„ „4 ' . ,
PPE
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PLAN
a
�4 • EXPANSION JOINT AT MAX
u
z
OF 30', WITH PREMOLDED
PLUG END OF
PROFILE
-Ui
EXPANSION FILLER
MAIN LINE SECTION SERVICE LATERAL
MIN 6' BEDDING WITH NO. 68 STONE
W ry
d
CONC. WALK
450'0"
1. HEIGHT OFTHE VERTICAL DROP PIPE WILL BEDETTERMINEDBYTHE ACSA,BUT SHALL NOT BELESSTHANTWO
FLEXIBLE CONNECTION NOTE:
N M
(2) FEET.
WITH STAINLESS STEEL ALL CONNECTIONS TO
a U ¢
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2. VERTICAL DROP PIPE SHALL BE$DR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO
BAND EXISTING MANHOLES SHALL
o ar (`
p
THE DROP FITTING WITH STANDARD GASKETJOINT.
w BE CORED AND A FLEXIBLE
_ ,�,(
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3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS $HALL BE MADE OF
CONNECTION "BOOT "
INSTALLED
_ <`�°
8,
T Ill
STAINLESSSTEEL.
rn
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4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSMON FROM DROP CONNECTION DISCHARGE POINT
N
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fIN LINE WYE-TEE
TO SPRING UNE OF MANHOLE INVERT.
\\/\\/\\/\\/\\/\\/\\/\\/\\ \\/\\/\\/\\/\\/\\
PLAN
S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW.
6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS.
TYPICAL MANHOLE PLAN
COMPACTED SUBGRADE 4" 21-B STONE
VARIES
7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER CROP CONNECTION, OR
S H 0 WI N G BRANCH TIE - N
R
TWO 8" DIAMETER DROP CONNECTIONS.
Ln
SEWER SERVICE LATERAL CONNECTION
STANDARD INTERNAL DROP CONNECTION
NTS
0
N.T.S.
N.T.S.
FIG. S-I-B
CONCRETE SIDEWALK JOINT DETAIL
FIG. S-2
FIG. S-1-C2
Q
TD-33
TD-30
TD-27
No Scale
F
0
w
w
w
=
Q
Q
FRAME & COVER
2
�€
o
DATE
,N ^�•
FRAME & COVER
(SEE FIG. S-I-D,E)
in
PmgJ
SEE FIG. S-I-D, E
>
BACKFlLL SHALL
fi s
NONE PAVEDFACE AREA�
STREET SURFACE OR
NON -PAVED AREA
o
12/21/2022
NTAIN ROCK MATERIAL
O
�g I
}
36"MIN THAN 5" IN ANY
T
SLOPED AREA
SLOPED AREA
DRAWN BY
ION
qe
EVJ ^�A°-,
`•%
r�r % S:......,.
.. • cirX.-_'•,
L
24
L BACKFlLL•
GGG11i
2•_p^ RUBBER COATED STEEL STEPS
1'-O" MAX CAST IN PLACE
1'-0" MAX
A. MABEE
6"MINLIFTS)
DESIGNED BY
7REING
EMBEDMENT
OROUGHLY COMPACTED
PRECAST REINFORCED "0"EU CONCRETE
sEcnolNs WITH o" RING sEQU
2'-0"
•
SPRING UNE O HAND OR APPROVED
OF PIPE CHANICAL TAMPER
`s E $S n $ G °
Q
mg�NO.
N"o
Oft APPROVED EQUAL
J. FOX
r'.6 m
RUBBER DPLACEL 3'-O" MIN
CHECKED BY
68 STONE - _CHING
�g
aTHE
3'-D" MIN
DROP CONNECTION StIALLING
STEPS CAST N
6" max
4" min
$ Lu a8 q
E of �z °
DUCTILE IRON PIPE (CLASS 50)
e s" BACKFlIIcn IN 6" LAYERS ANO
PRECAST REINFORCED
•
DATION (SHALL BE
E
E
COMPACTED BY HAND TAMPERS OR4
t 'a BACKFILLED WITH SELF-COMPACTING"0"
CONCRETE SECTIONS 1 IN
16" MAX
RING SEALSIRED
J. FOX
SCALE
WHEN SOIL
E E
18" MAX STONE.
T
MINIMUM ELEVATION T
CONDITIONS ARE UNSTABLE
AWN �m
[-
DIFFERENCE ACROSS M.H. 5" 4'- "
ALL PIPE)
" E
5" T
• ••+ m
�E hu
MINIMUM ELEVATION DIFFERENCE
12"MIN 12"MIN '"
FROM INLET TO OUTLET
N.A.
ACROSS M.H. FROM INLET TO
VARIEl
SHALL BE 0.20 FEET.
OUTLET SHALL BE 0.20 FEET
'
CONCRETE VARIES
•' ,,,
DEPTH OF FLOW LLETS ••
• A FILLETED INVERT FOR A SMOOTH
CHANNEL TO BE
•
p.. TRANSITION OF FLOW BETWEEN
3/4 DIAMETER OF
NOTE
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
OFS
• t•
INLET & OULET PIPE SHALL BE
12�.;
CONTRIBUTING -'---
SEWER.TT 4
BACKFILLED ENTIRELY WITH N0. 21A STONE.
I
A FILLETED INVERT FOR A Shoo
2. FOR DUCTILE IRON PIPE THE BOTTOM THE TRENCH SHALL BE SCRAPED
z
3/4 CIA OF LARGEST
PIPE IN MANHOLE
TRANSITION OF FLOW BETWEEN
INLET & OUTLET PIPE SHALL BE WM
M
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68
�
M�rBEDDIN�GWTH.
BEDDING
STONE SHALL BE PROVIDED'
�°
E �� � E mc E w
E
NO. 68 STONE
PROVIDED. MIN. 6"
NOTE W/ NO. 68 STONE
3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"g
��
"
NOTES:
:
BEDDING OF NO. 68 STONE'
n n ��
1. BEDDING THICKNESS REQUIREMENTS MOWN ARE MINIMUM AND SHALL BE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
IL
I
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 IL
L
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
EXTENDED OR NON -EXTENDED BASES.
41
4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE
DESIGN ON SEWERS WITH STEEP SLOPES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
OUT.
M
TYPICAL SEWER PIPE
INSIDE AND
INSTALLATION IN TRENCH
TYPICAL MANACLE SECTION
TYPICAL MANHOLE FRAME & COVER
TIE-IN
O6
TYPICAL MANHOLE WITH DROP CONNECTION
SHOWING BRANCH
N.T.S
NTS
FIG S-I-D
NTS
N
M
TD-31
FIG. S-3
S-I
FIG. S-I-A
FIG. S-I-C
M
TD-34
TD-25
TD-28
a
\
Z
i--I
Cn
PRECAST CONCRETE MANHOLE BASES
-
MALL BE FABRICATED IN ACCORDANCE
(D
J
WITH PART V, SECTION G OF THESE SPECIFICAw Ns.
A ,
( v
IQ. ROADWAY
SLOPED AREA RUBBER COATED STEEL STEPS.'
CAST IN PLACE
'.: "''•'a'"'S
, A
FRAME &COVER
v) J
W
(�T () D'A HOt>•_s [
o IS+Wmn] T•
� 1/4• pA
SEE FIG. S-1-D, E
PRECISE REINFORCED CONCRETE
::". '•
SET DOGHOUSE BASE 4:. •' EXISTING SANITARY
ON CONCRETE BLOCKS ^ SEWER PIPE
�
Q
�
C)
n
0 C
(� I66Jmm] It7Bmm]
�_ _�
[508mm]
SECTIONS WITH "0" RING SEALS
OR APPROVED EQUAL
1'-0" MAX
.:
DOGHOUSE OPENING SHALL '°'° ,' 0. A� MIN. 12" CLEARANCE
BE PREFORMED BY ' " • • :: • BETWEEN EXISTING PIPE
MANUFACTURER OR R'W '• ' :. AND STONE BEDDING
SAW CUT TO FIT PIPE ' •'><" • :.:
( ,
v w
m
J
O Q
0
-"
U)
= PAVEMENT
Ir
LT22"x,0w 05mm]
®
APPROVALREQUIRED
WI ACSAMAY
OUTSIDE DIAMATER "•+.' ..4:a•
PLUS 6".
.§A.
12*
LL
UJ
O O "26'
0.:
No. BI STONED BEDDING
CO
42' MIN. I
[914mm] (660mm
III--- t 1/2'
FRAME SECTION 13/16 [3Bmm]
8"Wx18" AND 4"xB"xi6" `
SOLD CONCRETE BLOCKS
z
O
COATED STEEL BAND OR STAINLESS
0.25' MIN. THICKNESS STEEL CASING INSULATORS
42' MIN, STEEL CASING I 112" CONCRETE FILL
I i [2omm7
2• (5,mm) ,corns
(aEc M wSN)
THE DROP CONNECTION SHALL BE
3'-0" MIN a DUCTILE IRON PIPE (CLASS 50)
CENT ,W/MS
WALL (4 EACH) DOGHOUSE MANHOLE BASE
1
J 0
Z
_
BOTH ENDS
1"
BACKFILLED IN 6" LAVERS AN6
ll_� U
�r-
D5mm7 NI A1 31/6' 1/2• I
CAP' Ar (79m11 I15mm7-I
e COMPACTED BY HAND TAMPERS OR
5` BACKFILLED WITH SELF -COMPACTING
I,nnn,nnn,niunnu,n,innnnn,nn,i,innnnnn,nnn nun nn u,nu,nn nn,un,innnnn,i,
<
1V
I
I
3 13/is" 0 2a t3/16"
2 I/A" [s�mm] LST9mm7
LD4mm 0 26
STONE.
12 MIN
16" MAX ' MINIMUM ELEVATION DIFFERENCE
MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING
BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE
WITH 3.000 PSI CONCRETE
„
2'-�T 7' DR 8`I 7' DR 8'� 2'-0' j 2'-0'
0 17 1fr 1 3/e" I635"'"']
[tTmm] I35mm7 9/16" O.D. a 6Kt CRaovE
[14mm] SECTION VIEW 1/4' (6mm) DIA
.
0 ACROSB M.H. FROM INLET TO
5" 'i OUTLET SHALL BE 0.20 FEET
ON FIGURE S-1-A OR NON -SHRINKING GROUT
M BOLT
SEE Aap1BLY NEOPRENE GASKET
0°''w'
12"MIN 12'MIN A FILLETED INVERT FOR A SMOOTH
UCTILE IRON PIPE I IS' OR 20' JOINT OF DS I
ESTRAINED JOINTS) I r
(2) W R 1/10 x 3/8 x 1 1/2
S (2) WRED eoo' K. ROBBIM Pun► W951015
E W Plclmws [5mm - I' 1 5/6" W BLT HEx 5/B-nxa 1/2 ss
VAR( G.. TRANSITION OF FLOW BETWEEN
•• INLET & OULET PIPE SHALL BE
ALLOW CONCRETE
TO FLOW MIN' WRAP EXISTING PIPE WITH
Q
2400 [atmm PARE, DD9B1230
1/2'
•h PROVIDED.
A
NEOPRENE GASKET MATERIAL
1'-0" BEYOND BASE E GAS
NOTE 1. STEEL CASING EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF
7 1
1 1/B" (29mm) DU BOSS [6mm 1SIIIm .53 OU. STAINLESS STEEL ROD (2) W ,, s/n l0 Aso W s
PLAN VIEW [ PARV 0098131E
.i. ��,
FITTING DIMENSION VARIES WITH SLOPE.
OF STRUCTURE BEFORE THE OPENING
PAVEMENT, WHICHEVER IS GREATER.
1C
2. ENDS OF CASING CAN BE SEALED USING APULL-ON END SEAL GASKET IN LIEU OF CONCRETE FILL
PICKBARSIOCIfLUUG MOLE DETAIL
xmEs: 2) NUT W 5
FM# OwsI;iBi 11 a' "�
" ' ' , 't .
12 ; h' i"• •.... o' p �., � �'
NEOPRENE SECURED BY 2 NON-
CORROSIVE STRAPS, 1 ON
EACH SIDE OF OPENING
O
3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE JOINT
1W AFAR FLWOP ER OR LOBE Co IN AREAS SUBJECT TO FLOODING 91NL NAVE WAtERilaiT FlEAME k COVER. 0) NO( w JAN 5/9-11 ZN
1. ALL MANHOLES DESIGN
2 D WATERT Dtu CL'DR
COMBALTERNATVEBNA BE eD M N LO
PARrI W9Bi229 a cD11ERs sxaLL BE FDfED TO FRaMES reTx LoaaNc wcs DR SIMIUAR A55EMBLr.
LUGS SWUM
3/4 CIA OF LARGEST
TWM�`
WATER
(2) 1935R LOCK W
TYPICAL WATERTIGHT (sham PARIN 001W595
PIPE IN MANHOLE
12" MIN. CAST -IN PLACE
3,000 PSI CONCRETE BASE
TYPICAL STEEL SLEEVE INSTALLATION
LOCK LUG ASSEMBLY
MANHOLE FRAME &COVER
MIN. 6" BEDDING WITH N0. 68 STONE
FOUNDATION SECTION VIEW
UNDER ROADWAYS
N.T.S FIO S-I-E
NOTES:
,,,,,,,,,,,,,,i,„,I,„,,, , , I,,,,, I I a nnn,innn,i,nnuuulil u,nuu„
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.
FLOW TO THE EXISTING PIPE.
3. ALL JOINTS, LIFT HOLES, INLETS. OUTLETS TD BE SEALED & GROUTED
INSIDE AND OUT.
2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE.
3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6"
OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE
BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN
ACCORDANCE WITH THESE SPECIFICATIONS.
TYPICAL MANHOLE DROP CONNECTION
TYPICAL MANHOLE BASE
JOB NO.
WITH STEEP INCOMING SLOPE
SHOWING "DOGHOUSE" INSTALLATION
49639.003
NTS
N.T.S
FIG" S-1-CI
FIG. S-1-Al
SHEET NO.
Cl. 0
M-29
TD-26
L
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\ /' / _ ,' / / / / / /, / , / / / / / / / , / I / / — — — — I —\ — — s i ' I / i � / / • DESIGNED BY
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660 - DESIGNED BY
_ _ _ - .... � • .\ J. FOX
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/ — oo - ��- _-_- _ \ -/,\.' m 1 Ij 1 \ I I \ \ \ \ \ \ II/ I \ 1 II\ \ 1� I \ I 1 / \ • J.FOX
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NOTE: HOUSE FOOTPRINTS ARE SHOWN FOR
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-X— —X- -X-X--X-X X X-X---x--X-
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CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
Cl
500.000'
120.083'
60.33'
13045'38"
N81°07'52"W
119.79'
C2
200.000'
54.327'
27.33'
15033'49"
S84012'24'W
54.16'
C3
500.000'
78.689'
39.43'
9001'02"
S71054'59'W
78.61'
C4
500.000'
78.689'
39.43'
9001'02"
S71054'59"W
78.61'
C5
200.000'
226.008'
126.79'
64044'47"
S42033'26'W
214.17'
C6
200.000'
255.194'
148.28'
73006'28"
N68030'57'W
238.23'
C7
200.000'
108.602'
55.68'
31°06'43"
S1°58'52"W
107.27'
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HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' • CHECKED BY
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4.00' OF
5" HDPE
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675
675
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665
665
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695
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690
685
685
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675
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690
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685
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680
159
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38.Op'
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675
670
670
665
665
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705
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700
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690
690
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3E.00, OF
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• J. FOX
Im • CHECKED BY
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SCALE
1 "=50'
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9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24-
STORM 4 PROFILE M
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VERT SCALE: 1 "=5 06
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STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
100
662.05
ES-1 for 36 inch Pipe
102
669.50
10.28'
MH-1
104
668.37
6.82'
MH-1
106
673.96
10.82'
DI-3C 6 ft Throat
108
673.82
9.48'
DI-3C 12 ft Throat
110
675.67
7.62'
DI-3A
112
676.71
7.80'
DI-3A
114
678.15
8.47'
DI-3B 6 ft Throat
116
678.42
8.11'
DI-3B 6 ft Throat
118
677.79
7.12'
DI-3A
120
679.55
8.12'
DI-3A
122
681.61
8.23'
DI-3B 6 ft Throat
124
681.58
7.81'
DI-3B 10 ft Throat
126
687.47
8.29'
DI-3B 8 ft Throat
128
693.11
8.10'
DI-3B 8 ft Throat
130
698.14
7.22'
MH-1
132
695.98
4.67'
DI-1
134
676.55
8.56'
DI-3A
136
678.40
8.53'
DI-3B 6 ft Throat
138
678.45
8.29'
DI-3C 10 ft Throat
140
686.69
13.04'
DI-3B 10 ft Throat
142
695.73
12.94'
DI-3B 6 ft Throat
144
699.03
6.98'
DI-3B 6 ft Throat
146
701.65
7.52'
DI-3A
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
148
701.68
7.06'
DI-3B 4 ft Throat
150
684.65
9.87'
DI-3B 6 ft Throat
152
692.29
5.60'
DI-3B 6 ft Throat
154
692.31
5.28'
DI-36 6 ft Throat
156
696.43
5.39'
DI-3C 14 ft Throat
158
684.67
5.26'
DI-36 6 ft Throat
160
687.50
7.30'
DI-3B 6 ft Throat
162
680.11
5.31'
DI-1
164
676.82
7.04'
DI-36 6 ft Throat
166
676.02
6.31'
DI-36 8 ft Throat
168
678.38
2.88'
DI-1
170
679.53
8.18'
DI-3B 6 ft Throat
172
685.92
10.91'
DI-3A
174
691.27
7.66'
DI-3B 6 ft Throat
176
691.32
7.05'
DI-3B 10 ft Throat
178
695.72
6.91'
DI-36 6 ft Throat
180
686.34
6.62'
DI-3B 6 ft Throat
182
679.55
8.70'
DI-3B 10 ft Throat
184
679.86
4.00'
DI-1
188
693.17
7.68'
DI-3B 6 ft Throat
STORM PIPE TABLE
PIPE #
DIA
FROM -TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
101
36"
102 - 100
659.22
658.72
0.75%
66.70 LF
36" HDPE
103
36"
104 - 102
661.55
661.03
0.75%
69.42 LF
36" HDPE
105
36"
106 - 104
663.14
662.36
0.75%
104.02 LF
36" HDPE
107
36"
108 - 106
664.33
663.93
0.75%
53.40 LF
36" HDPE
109
36"
110 - 108
668.05
667.55
0.79°k
63.53 LF
36" HDPE
111
36"
112 - 110
668.91
668.15
1.00%
76.37 LF
36" HDPE
113
36"
114 - 112
669.68
669.40
1.00°k
27.75 LF
36" HDPE
115
24"
116 - 114
670.30
670.02
1.00%
28.00 LF
24" HDPE
117
24"
118 - 116
670.67
670.40
1.00%
26.59 LF
24" HDPE
119
24"
120 - 118
671.43
670.77
1.00%
65.67 LF
24" HDPE
121
24"
122 - 120
673.38
673.11
0.75%
35.24 LF
24" HDPE
123
24"
124 - 122
673.77
673.48
0.77%
38.00 LF
24" HDPE
125
18"
126 - 124
679.18
673.87
2.35%
225.58 LF
18" HDPE
127
15"
128 - 126
685.00
679.28
2.65%
215.69 LF
15" HDPE
129
15"
130 - 128
690.92
685.10
3.03°k
191.83 LF
15" HDPE
131
15"
132 - 130
691.31
691.02
0.76%
38.25 LF
15" HDPE
133
24"
134 - 106
667.98
666.73
1.50°k
83.30 LF
24" HDPE
135
24"
136 - 134
669.87
669.33
1.01%
53.63 LF
24" HDPE
137
24"
138 - 136
670.16
669.97
0.50°k
38.03 LF
24" HDPE
139
18"
140 - 138
673.65
670.26
2.00%
169.59 LF
18" HDPE
141
15"
142 - 140
682.78
678.98
2.50°k
152.18 LF
15" HDPE
143
15"
144 - 142
692.05
688.12
3.00°k
130.98 LF
15" HDPE
145
15"
146 - 144
694.13
692.91
1.00%
122.20 LF
15" HDPE
STORM PIPE TABLE
147
15"
148 - 146
694.62
694.23
1.00%
38.61 LF
15" HDPE
149
15"
150 - 114
674.78
670.02
2.00%
237.81 LF
15" HDPE
151
15"
152 - 150
686.69
679.11
2.66%
285.14 LF
15" HDPE
153
15"
154 - 152
687.03
686.79
1.00%
24.00 LF
15" HDPE
155
15"
156 - 152
691.05
686.79
3.34%
127.36 LF
15" HDPE
157
15"
158 - 150
679.41
679.11
1.25%
24.00 LF
15" HDPE
159
15"
160- 126
680.20
679.28
2.41%
38.00 LF
15" HDPE
161
15"
162 - 124
674.80
673.87
2.71%
34.30 LF
15" HDPE
163
15"
164 - 112
669.78
669.40
1.00%
38.50 LF
15" HDPE
165
15"
166 - 134
669.71
669.33
1.00%
38.00 LF
15" HDPE
167
15"
168 - 172
675.50
675.11
0.50%
77.62 LF
15" HDPE
169
15"
170 - 138
671.34
670.55
2.00%
39.55 LF
15" HDPE
171
15"
172 - 170
675.01
672.43
2.14%
120.55 LF
15" HDPE
173
15"
174 - 172
683.61
678.56
5.00%
100.97 LF
15" HDPE
175
15"
176 - 174
684.27
683.71
1.45%
38.60 LF
15" HDPE
177
15"
178 - 142
688.81
688.12
1.83%
38.00 LF
15" HDPE
179
15"
180- 140
679.72
678.98
1.91°k
38.58 LF
15" HDPE
15"
166 - 182
669.81
670.85
1.12%
92.42 LF
15" HDPE
L83
18"184-162
675.86
674.90
2.00%
47.99 LF
18" HDPE
15"
188 - 128
685.48
685.10
1.00%
38.13 LF
15" HDPE
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
200
8.54'
ES-1 for 15 inch Pipe
202
672.25
5.95'
MH-1
204
673.18
5.66'
DI-3A
206
673.16
5.35'
DI-3B 6 ft Throat
208
673.01
4.73'
DI-1
STORM PIPE TABLE
PIPE #
DIA
FROM -TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
201
15"
202 - 200
666.30
666.10
0.60%
33.51 LF
15" HDPE
203
15"
204 - 202
667.52
666.40
0.56%
202.92 LF
15" HDPE
205
15"
206 - 204
667.81
667.62
0.50%
38.03 LF
15" HDPE
207
18"
208 - 206
668.27
667.91
0.91%
39.86 LF
18" HDPE
�ENLT11 OF
v
.ILRLMY L. LOX
Lic. No. 60786
12/21/22 k�
STA 18+56.15
5 TOP 675.01 �SSIONALO
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INV IN 664.38 (9-5)
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0 1212112022
} DRAWN BY
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• CHECKED BY
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0
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JOB NO.
SCALE 1"=50' 49639.003
SHEET NO.
0 50' 100, L1.0
L
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS -BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP % OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
DECIDUOUS TREE - STAKING SPECIFIED
NOT TO SCALE
_w
1
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.
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 SEWERM/ATER CONNECTIONS.
NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.
• VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO
BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL
BE VERIFIED PRIOR TO BIDDING.
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND
VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND
INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY
STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT
PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT,
TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
• PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS
AND CONTRACT SPECIFICATIONS.
• SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER
AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED
PER TEST RESULTS TO ENSURE PLANT HEALTH.
CONSTRUCTION/INSTALLATION
• LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS
AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY
CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT
CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK"
• LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND
CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING
THE DESIGNATION OF BOTANICAL AND COMMON NAME.
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING
AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT
INTERFERE WITH SIGHT DISTANCES.
• CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL
DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE
BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS
WHICH AFFECTS THE GUARANTEE.
INSPECTIONS/GUARANTEE
• UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE
CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL
VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD
PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A
FINAL INSPECTION BY THE LANDSCAPE ARCHITECT.
• ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE
FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS
INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS
RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY
OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND
THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE
CONTRACTOR.
• PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR
COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT
OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE
CERTIFICATE OF OCCUPANCY.
• REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
Op
Gt
IEREMY L. FOX
Lic. No. 60786
12/21/22
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DESIGNED BY
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