HomeMy WebLinkAboutSUB202100084 Plan - Submittal (First) 2021-04-26GENERALNOTES
LEGEND
ROADS
SEWER
TRAFFIC STOP BAR
mSTORM
EXISTING SANITARY SEWER
PIPE & STRUCTURE NO.
DROP INLET & STRUCTURE NO.
S�SAN SOS PROPOSED SANITARY SEWER
CURB
O PROPOSED SANITARY SEWER LABEL
CURB & GUTTER
WATER
PROPOSED PAVEMENT
EXISTING WATER LINE
CENTERLINE OF DITCH
g• yy PROPOSED WATER LINE
BENCH MARK
0 g• yy PROPOSED VALVE
. �.
CLEARING LIMITS
T. g• yy PROPOSED TAPPING SLEEVE
R-1
VDOT STANDARD STOP SIGN
T _ 1
PROPOSED FIRE HYDRANT (COMPLETE)
- - 200 - - -
EXISTING CONTOUR
GRADING
200
PROPOSED CONTOUR
+ 240.5
EXISTING SPOT ELEVATION
TC = TOP OF CURB
BC = BACK OF CURB
TC 240.5
PROPOSED SPOT ELEVATION
EP = EDGE OF PAVEMENT
TW = TOP OF WALL
1Q
PARKING COUNT
BW = BOTTOM OF WALL
TS = TOP OF STAIRS
BS = BOTTOM OF STAIRS
N/A = NOT APPLICABLE TO THIS PROJECT
MANAGEDSLOPES
PRESERVED SLOPES
ACSA GENERAL WATER & SEWER CONDITIONS
1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS
INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED
WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION.
2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S
SPECIFICATIONS AND STANDARDS.
3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL
FEDERAL, STATE AND LOCAL AGENCIES.
3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY
CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS).
4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES.
5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS,
SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION.
6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES,
THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED
BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS.
7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS.
8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN
THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND
SPECIFICATIONS.
9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR
REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS.
10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED.
11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS.
12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED
TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS
AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER.
13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF
CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT
SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL
MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY
WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT.
14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES.
(N/A)
15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO
THE PLACEMENT OF AGGREGATE BASE COURSE.
16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL
FACILITIES AS DEEMED NECESSARY.
17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD
INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR
INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S).
JUNE 27, 2019 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
STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE
SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER
ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS.
PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
29.
ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM
13.
THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF
STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03.
THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR
30.
THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT.
UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
31.
HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES.
14.
THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER
32.
ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT
MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS
THE END OF THE DAY
INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE
33.
VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
CONTRACTOR.
34.
ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED
15.
ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL
BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES.
APPROVAL IS GIVEN BY THE ACSA.
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
YCounty Y P P county
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
g P r'P
measurements. Show the as -built centerline over the designcenterline. Distinguish between the design gu
elevation and as -built by labels and line type. Measurements shall be at each station as a minimum, and
at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway
within the right-of-way or easement. An portions outside the right-of-way or easement must be
gh Y Y P
corrected b plat or construction.
Y
b. Vertical Alignment - Show and label measurement points, and an interpreted line between
measurements. Show the as -built centerline over the design centerline. Distinguish between them by
labels and line type. Write the constructed vertical elevations adjacent to the design elevations.
Distinguish between the elevations by striking a single line through the design elevation. Measurements
shall be at each station as a minimum and frequent enough intervals to accurately portray the as -built
. q Sh Y P Y
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.
c. 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
road, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-
way and easements.
3. Written documentation of acceptance from VDOT for the entire roadway or for completed items.
eP Y P
Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of
Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about
six weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road
additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior
to this some comes ondence from VDOT for items inspected and approved is necessary. This is usually in the form
P P PPro scary Y
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 not known how
long improvements may sit, or need replacement, partial releases may not be possible.
4. Signed and sealed letter from a professional engineer listing and certifying that completed
improvements are built according to plan.
Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not
use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord".
Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and
other field verifications should be cited and included. Tolerances should be noted. The items not built according to
plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street
trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or
deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and
attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In
short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and
construction have been inspected, investigated and documented, and me certified in detail, and county staff will not
be in the position of discovering discrepancies and deficiencies in the field.
5. Certificate of Completion
This form must be received for release of a bond. It is available on the county website. In the case of reductions, a
letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must
be signed by the owner. This form says all subdivision improvements have been completed. It also says that all
construction conforms to approved plans and any discrepancies have been approved by the County. This means the
as -built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be
documented in acceptance correspondence or punchlists.
1 Nov 2011
35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A
STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.
36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR
A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI.
CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131).
BLASTING NOTES
1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.
ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL
MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION
OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES;
CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY
EROSION CONTROL INSPECTOR.
Albemarle County Engineering
Final Plan General Notes
Page I of 4
ALBEMARLE COUNTY
FINAL PLAN GENERAL NOTES
General Construction Notes
1. Prior to any construction within any existing public right-of-way, including connection to
any existing road, a permit shall be obtained from the Virginia Department of
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of
the permit. Where any discrepancies occur the requirements of the permit shall govern.
2. All materials and construction methods shall conform to current specifications and
standards of VDOT unless otherwise noted.
3. Erosion and siltation control measures shall be provided in accordance with the approved
erosion control plan and shall be installed prior to any clearing, grading or other
construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable,
lesser slopes of 3:1 or better are to be achieved.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the
County Engineer, or designee, it is deemed necessary in order to stabilize a drainage
channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic
Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
9. All excavation for underground pipe installation must comply with OSHA Standards for
the Construction Industry (29 CFR Part 1926).
Albemarle County
Private Road Acceptance Procedure
This is the procedure developed by the Albemarle County Community Development Department for the
completion of private roads. The items in this list must be completed in the order given.
1. Tests and Inspections: Have all necessary tests and inspections performed by a professional
engineer or eotech or VDOT certified inspector. This should include at a minimum
g Pce ,
a. California Bearing Ratio (CBR) tests,
b. stone depth inspections, including installation of under -drains and cross -drains,
c. fill compaction tests,
d. pipe and drainage structure video inspections or equivalent,
e. base and surface pavement inspections, documenting materials, thickness and compaction
f. concrete tests
g. structural and related inspections for any bridges and foundations
Compile a report of these tests, certified by a professional engineer, and submit this report with the
as -built plans.
2. As -built plans and plats: Provide drawings of the constructed improvements according to the
Albemarle CountyAs-built Road Plan Policy. Provide copies of all recorded drainage easements
Y P g
easements sight right-of-way Plats should be copies of the actual recorded documents
g and plats.
from the Clerk's office. Before completing as -built drawings, make any corrections necessary to
ensure all improvements are within right-of-ways and easements.
3. Bond inspection: Request a bond reduction or release inspection from the County, which will
reduce or release your bond, indicating completion or partial completion, or generate a letter
indicating items in need of documentation or completion. The following documents will be needed
with your bond inspection request;
A. Completed Bond Inspection Request form and fee
A form and fee are required for each bond, such as for a project with multiple phases and bonds.
B. As -built documents per items 1 and 2 above.
An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. For any
releases or reductions, the minimum requirements of this policy must be met, if only to ensure that all
improvements are in right-of-way and easements.
C. Signed and sealed letter from a professional engineer listed and certifying that completed
improvements are built according to plan.
Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required.
Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or
"generally in accord". Improvements were either built to plan, or they were not. As -built measurements,
construction inspections, and other field verifications should be 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.
S -k AR COUNTY OF ALBEMARLE
Department of Community Development
Construction Record Drawings (As -built) for VSMP
The followingis a list of information required on construction record drawings for
� g
stonnwater 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.
g P g 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, culvert/pipe size, weirs, materials, inlets or end treatment(s),
inlet and outlet protection, alignment and invert elevations compared to design.
8. Computations: For significant deviations from design, provide sealed computations verifying that
the as -built condition is equivalent or better than design.
9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical
sections and linings.
10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage
must be within platted easements. Provide copies of recorded documents.
11. Guardrail, fences or other safety provisions - Display the constructed location of all safety
provisions; fences, guardrail, including the type, length and applied end treatments, compared to
design.
12. Material layers - 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.
CLINT W. !:
S FFLET a�
T i
Lit..
N 5435! ��4:
04/26/21
•
^� E
0
o
N �
N C
> E
w a E
H_ w w 3
LL 3 3
0 w O
w 0 m
0 W L M
aJ Uoo
J - ui
M
d to N V
Z W
w �
30'x
m
oa =LL
U-)_ N
=v>�
F ¢ .
0ON
EO1
00
W M
a�
am
O
ce
0
N
Z
O
E
i
Z
O
a_
U
U
U)
w
0
Z
O
N
w
w
Q
DATE
0412612021
DRAWN BY
J. FOX
DESIGNED BY
J. FOX
CHECKED BY
C. SHIFFLETT
SCALE
N.A.
U
U
0
MJ
W Q
z co
l (D J
>
W Q
w LLJ
J
Q w
J co °6
J Q W
~ O
0
J z Z
O
U
L.L
0
J
0
JOB NO.
47652
SHEET NO.
C1.0
1 Nov 2011
L
N' M•L
�e
1B MIN.
--17.5"
j Sr MIN.
MNGNUT LOCKING ASSEMBLY
1 IOt
. I 1
NOTES
1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT.
2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4".
MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8".
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PROOFING COMPOUND.
TYPICAL METER VAULT (1 1 /2" METER)
NTS
FIG. W-7B
4" DIAMETEF
AND VALVE
WATER
ID-15
ON-LINE
(TYPE „B")
PLUG
•^^""
THREADED COUPUNG
PVC SLEEVE
BRASS NIPPLE AND PVC
o
CAP
i
LUBRICATE ALL THREADS
THRUST BLOCK
'D
METER BOX (SEE FIG. W-7)
VALVE
NO. 57 STONE
M.J. FITTING
2" PIPE SLOPED
M DRAIN IF
=
GRADE ALLOWS
VARIES VARIES
2" BRASS PIPE
WATER MAIN AND VALVE 2" THREADED TAP
ARE SAME 51ZE p(uG
DEAD END
(TYPE "A")
TYPICAL BLOW -OFF
ASSEMBLY
NITS
FIG. W-8
ID-19
-FINISHED GRADE
AIR RELEASE VALVE
BRASS OR BRONZE PIPE BRRLON E GATE
VA
IFRPOSSIBLERADE
�F I,.
p OR
SOLID SOLID CEMENT BLOCKS
K CRUSHED STONE
COPPER" SOFT
CORPORATION STOP
NOTES:
1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC
AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL,
SHALL BE USED.
2) FOR WATFERIENES SMALLER THAN 12" USE A 1- A.R.V. AND FITTINGS. FOR WATER
LINES 12 AND LARGER USE 2" A.R.V. AND FITTINGS.
3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN
ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT
THE MANHOLE CONE.
AIR RELEASE VALVE (ARV)
TUTS
MG. W-9
TD-20
VARIES
eox
TO METER BOX (SEE FIG.
THRU W--7E).
VARIES 2" COPPER
WATER MAIN M.J. FITTING
PLUG THREADED FOR
2" COMPRESSION FITTING
RESTRAINED JOINT FITTINGS
NOTES:
• GATE VALVE WILL BE 4• UNLESS OTHERWISE SPECIFIED BY THE ACSA.
• SERVICE LINE TO CONNECTAT MAIN WITH X"x4"TEE.
• REFER TO FIG. Wd FOR THRUST BLOCK DETAILS ON TEE.
• REFERTOFIG.W-5 FORTHRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE.
• NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS
PROTECTION FOR BOLTS.
' • USE 25OD PS.L CONCRETE.
1
PIPE SLOT
(2 PLACES)
LARGE METER SERVICE LINE
NTS
FlG. W-6C
M-12
[COVER UFT NOTCH
12 3/8"
WATER
CAST IRON LID
18" METER BOX
6" EXTENSION
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
TDTD13
METER SIZE
DIMENSION
A
DIMENSION
B
DIMENSION
C
1 I/2'
3'1'
S'0'
318,
2'
3'1'
S'0•
31
5' MIN.
4'
5' MIN.
12' MIN,
TREATER
THAN 4'
PROPOSALS WILL BE SUBMITTED.
i B i
DOOR HINGES
r----- ---- -----�
I I
I
I I
I I
I I
I I
I
I I
LIFT HANDLE
TYPICAL METER VAULT
N.T.S.
FIG, W-7A
TD-14
SIDE VIEW
.75' DIAMETER DRILLED
IDLE FOR TOUCH READ
NITS,
TOP VIEW
3" DIAMETER FLAT
BEARING SURFACE
UNDERNEATH
24' X 36'
1LUMINUM ACCESS
AATCH
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
1
LENGTH OF BRANCH VARIES
6' IN 2' TO 10'
(2701
18"-22' ALVE BOX
7 CU. FL
#68 STONE
42"MIN ;' 6" GATE
I . VALVE
wxr
I(j •'.I
TEE
9
2500 P.S.I. CONCRETE
BASE AND THRUST iI�„�+• R
BLOCK AGAINST .•.,v,
UNDISTURBED STABLE
SOIL. S.ILq PILE
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
M-8
PLACE 5' GALVANIZED " 1MTNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
M HIGHWAY DEPARTMENT APPROVAL
FINISHED GRADE ---�
1 � M.J. GATE VALVE
WATERM.A
E
2500 P.S.I.CONCRETE2x 2' BEARING AREATHRUST BLOCK
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (8) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
1' COMPRESSION x 3/4' MALE PIPE COUPLING
OR APPROVED EQUAL
Y TYPE 'K'--.
SOFT COPPER
1'AS
NOTE
w SWEATED FITTINGS
DUAL SERVICE
1' TYPE °K'
�Fi COPPER
SINGLE SERVICE
NOTE:
1) SADDLES SNALL BE USED ON PVC PIPE.
NTS
FIG. W-5
M-9
0
FOR USE ON ATTACHED SINGLE FAMLY
RESIDENTIAL SERMCES OR DUAL RESIDENTIAL
AND IRRIGATION SERMCES.
I� 2'
FL
'1` COMPRESSION x 31e MALE PIPE COUPLING
OR APPROVED EQUAL
FOR USE ON DETACHED SINGLE FAMILY
RESIDENTIAL SERVICE WHERE AN IRRIGATION
METER IS NOT PROVIDED.
CAST IRON UD
FMIRED GRADE
3B" MIN.
POPPERSETTpt
1/8 am OUFLNIG-\
A�
METER
OWORATHIN STOPz.
BRICK AS
,y�+'dr1Yr NECESSARY
^r'+?.e.
SANG DR DUST UNDER
�,;
''?rx'
'°'x':° "Tt TRAM PIPE, tr
,.•'•i•1.,",I 4'
BOX AND SETTER (2-INCH
F
O SITMR T
Y�.��p 2 LONC ST[ME POCKET, WOT
MINIMUM THICKNESS)
W!i' .ti ...4ini Y:'ti ,L4 SPEC. 203. NO 57 AGGREGATE
TYPICAL SERVICE
LATERAL INSTALLATION
(5/8"
& 1"
METERS)
NTS
FlG. W-6A
- FOR BENDS 8" & SMALLER
USE STRAP ON BEND WITH
ANCHOR BOLT ON CENTER LINE
OF BEND.
- FOR BENDS 10" THROUGH 12"
USE 2 STRAPS ON BENDS
ADJACENT TO BELLS.
- FOR 18" BEND USE 3 STRAPS
AS SHOWN.
ELEVATION
PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT,
BEND
PIPE
A
B
C
D
E
F
V -
t'-B
2'-3
2'-e'
V-2
f-cr
1 Ile
Y
Z-
X-0
2' -6'
1'-6
2'-B
1 1 4^
11 1/W
ur
X-
X-9
2'-6'
2'-0
S-0
2"
18"
3'-8
8'-6'
3'-3.
3'-W
4'-e'
2 1/2^
4' - 6
V-B
3'-0
2'-6'
V-6
2'-e"
1 I V
4'-3'
7-B'
2'-W
3'-3'
2"
22
'
8'-0
3'-D
2'-9
X-11
2'
B"
6'-3
3'-0
N-6"
4'-3
2'
-0
7'-6
X-3'
4'-0'
5'-6
2 1/z'
0"
a
6'-0
3'-0'3'-3"
3'-3'
2 1B
W-6
S-0'
S-8'
N-9'
2 1 4'
7•-e
3'-0'3
9'-
S f
5'-0
5'-B"
2 I/2"
11'-
S-B"
Y-0
7'-3'
2 1
B
ww Tn = Ulm. r
CKNESS 0
FILLET WELD
STRAP = 1/4"
ST U
1 4" THICK
rPLLATE WASHEF
S THREAD,
iv
1 NOMINAL INSIDE
3 4" ANCHOR
DIAMETER EXTRA
BOLTS
STRONG STEEL PIPE
BARS 0 12"
IPE B
Oy CENTER F
12' BENDS &
CONCRETE
CLASS "B"
LARGER C
CHART FOR UPPER SEC11ON
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
M-4
6"
NOTE: RESTRAINED JOINT FITTINGS.
Side New
42" Minimum
r
Qteel Beam,
in. size) •--�
3' min. penetration Into undisturbed
soil or as approved by the
ACSA.
TYPICAL THRUST BLOCK IN FILL AREA
NTS
FIG. W-3B
TDTD=5
ASTM A38 AND HEX NUT
ASTM A588 (TYP)
UNDISTURBED EARTH UNDISTURBED
2 - 3/4" CIA SOIL (TYP)
ALL -THREAD ROD
ar.r
a ^ WATER MAIN
x
a _
�3
VALUE -r - •�
ssa .
24" MIN
UNDISTURBED EARTH PLAN
+' ">' CRASS A-3 CONCRETE
VI I;.
'
MIMEGA-LUG
N �;! .+•
16" a
MIN
18" ELEVATION
UNDISTURBED
" TRENCH 1 24"
RAN ^WIDTH MIN
W �
1 �
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.
_C_ROSS ANCHOR RESTRAINTS FOR VALVES
NIS
Fig. W-30
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RIGHT DF WAY.
VARIES
�-lair-•"' 10'
1 5' I I I I s' I F
WATER SEWER
3 0
LOCATION OF EITHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETCJ
EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM
WATER & SEWER 30' MINIMUM
Xt SEE PART 3, PARAGRAPH DI SEPARATIDN 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
TD-1
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
I UI
INITIAL BACKFILL
BEDDING
9 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
4'MI INITIAL BACKFILL 4
STABLE 8"
-OIL MIN. MIN.-- _ MIN MIN. #68 STONE
'-GRANULAR FILL AS
:.__ _ APPROVED BY ACSA`�
�A I �� 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
SECTION 1-1
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL
TEE AND PLUGS
VOL
SIZE
OF
(FEET)
W.M.
FEE
CU.M.
BEND
L
I H
I T
90
2.50
2.50 1101
0.24
4" & 6"
45
ZOO
225
7 So
0.15
200
225
25D
0.15
221/2
1.50
200
2.52
0.10
111/4
1.50
2.00
2.50
0.10
90
3.60
3.16
3.21
0.48
46
255
280
277
0.28
8"
221/2
1.66
215
289
0.13
3.18
2.91
266
0.32
111/4
1.66
2.16
2.67
0.13
90
4.83
3.83
3.42
0.63
10" & 12"
'�`
3.33
3.55
295
0.43
3.83
4.00
2-83
Q52
221/2
2.33
2.58
2Be
0.24
11 1/4
1.83
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 M THE VERIFY THE TYPE & SIZE OF
ALL THRUST BLOCKS.
CONCRETE THRUST BLOCKS
NTS
FIG. W-3
TD-3
CLINT W. '!i:
SfFFLET a�
i
N s�3e'1 ��4�
04/ 26121 IL
•
i'h'ONA 0�0''�,1.
M E
0
U;
N
N C
> E
w ai E
LIM
Q UM o 3
p U.
¢_j UDDOO z
a J - Lri O
Ce
F4 rn
a (A a
W
w
30 LET ETx (V!J
W
C] Q D LL O
U) i c ry z
Fva� O
c u7 U)
rN >
LU
W M LU
00
� I-
Ui
LT"
M
O
2
0
I-
p
w
w w
= a
U f]
a
z
O
U) DATE
>
0412612021
O
DRAWN BY
J. FOX
• DESIGNED BY
• J. FOX
• CHECKED BY
• C. SHIFFLETT
SCALE
N.A.
•
CL
U
0 i
U
�0
W Q
Z i
Hy v J
LU
I � J
> Q
lJ _J LLI
Q
J co °6
J LL LL LLI
�`� ryO
/ r O
J z Z
H� U
U
0 LL
J
O
JOB NO.
47652
SHEET NO.
C1.2
0
2
0
3
c
a
v'0
o0.
o
-Z
20
0 �
c
mw
a
c m
EL L
0
0
c
w G
(D 3in
Z m
B
2 a
2
O
�3
nm
N c
Z B
2N
X =
ro16
« 0
m m
11
m C
d `o
E
N
06
a c
�a
0a
0
o
�15
c
c m
c o
c U
m
o.E
c E
F
L
�*,XLTH 6;
SEWER SERVICE LATERAL CONNECTION NOTES:
�.1♦1 y
��
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
NOTE, MIN, 60' DIAMETER MANHOLE
A.
S CLINT W.
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
REQUIRED.
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
I�
I~�A
I
S F F L ET a
��
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
m'wmiTP DROP MANHOLE PVC CROSS °�
Z
+
°
N SI3S! 4'�
BE CONNECTED USING A PIPE SADDLE.
,2Y4
oa USE APPROVED
1j
�
FLEXIBLE RUBBER 5"
BDDi.
`-�V
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2R �Q
PER FOOT )
a
°2
°
04126121 �v;
•
,��
(1/4"
o
CONC. BASE
��G••
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2 MIN
°?s�o
^ c,
3000 PSI
�SjU!1AL
~�0BNWN•
DIAMETER OF 4°.
a' GASKETED Al
• STOP COUPLING °
BENCH SLOPED TO FLOW
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
7
o - 27'
1
CHANNEL 1/4" 1' MIN
OF 3 FEET.
'..'' ,i.;y DROP PIPE
.° PIPE STRAPS -•� Rt
~-
SALT
TREATED
(STAINLESS STEED n:��e
o e SPACED EVERY �+.'+:
2' VERTICALLY
x' -�
M E
O
FINISHED GROUND MARKER
90' RESTRAINED BEND •,;a *�
Y X1 • - BRANCH
¢ c
INFLUENT ER
12"
> E
N E
:' ♦..� • PIPE
�•
11
LU
S
�+
y • • .. . e
° °• SEEWER
N"
i
H W
I -
• °"•
PIPE
-
q
a p z'
LL
PLAN
2,r
'� "
o
W 0 N ^H
¢_j
U0000
W - Ln
Z
O
PLUG END OF
PROFILE
MAN LINE SERVICE LATERAL
SECTI ONfn
MDT, 6' BEDDING WITH N0. 68 STONE
W M
EL
45V'D"
1.HEIGHTOFTHEVERTICALDROPPIPEWILLBEDETERMINEDBYTHEACSA,BUTSHALLNOTBELESSTHANTWO
FLEXIBLE CONNECTION NOTE'
Z f ?
V
12) FEET.
WITH STAINLESS STEEL ALL CONNECTIONS TO
'� OJ V) ¢
w
2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO
BAND EXISTING MANHOLES SHALL
THE DROP FITTING WITH WANDARDGASKETJOINT.
4 BE CORED AND A FLEXIBLE
= c ry
Z
3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF
CONNECTION BOOT "
INSTALLED
v >
= Q
O
STAINLESS STEEL
O
u;
C7
to
;
4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT
ry
Lu
IN LINE WYE-TEE
TO SPRING LINE OF MANHOLE INVERT.
M
d
PLAN
5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW.
TYPICAL MANHOLE PLAN
CD
6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS.
VARIES
7. MINIMUM 72' DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR
SHOWING BRANCH TIE - I N
N
R
TWO 8" DIAMETER DROP CONNECTIONS.
SEWER SERVICE LATERAL CONNECTION
STANDARD INTERNAL DROP CONNECTION
NTS
0
N.T.S.
N.T.S.
FIG. S-1-19
c=a
FIG. S-2
FIG. S-1-C2
0
O
TD-33
1D-30
TD-27
F
w
UJ
w
w
2
Q
Q
FRAME & COVER
kE
E
z
O
DATE
r E
FRAME & COVER
(SEE FIG. S-I-D,E)
in
REMAINING BACKFlLL SHALL`
>mE
m
u
SEE FIG. S-I-D, E
R
NoME
R
0412612021
NOT CONTAIN ROCK MATERIAL
LARGER
g
Jpp
/ PASVEOFAREA
/
NONEEPAVEDFAREA
p
}
DRAWN BY
36`MIN THAN 5" IN ANY
``3
SLOPED AREA
'":��':;4,
SLOPED AREA -'�
DIMENSION
I
E8 �S*F_9
w
-,._:;e;ii,P.z�_;
MI
vG1
2-pRUBBER COATED STEEL STEPS24
-D" MAx
J. FOX
IN71AL BACKFlLL�
,�
CAST IN PLACE
1'-O" MAXEMBEDMENT
B°MIN (6" LIFTS)
• THOROUGHLY COMPACTED
PRECAST REINFORCED CONCRETESPRING
DESIGNED BY
LINE O BY HANDOR APPROVED
OF PIPE MECHANICAL TAMPER
E sEG o
o 4 F
•
,
sEcnoNs mTH "o" RING SEALS
eOR APPROVED EUAL�.
FOX
HAUNCHING
° E" N
RUBBER COATED STEEL -I* MIN
CHECKED BY
N0. 68 STONE _ _
BEDDING
v0
oc a
3'-0" MIN
THE DROP CONNECTION SHALL BE
STEPS CAST IN PLACE
6" max
min
x ao
s \�o5"
o DUCTILE IRON PIPE (CLASS 5D�
BACKnLUED IN 6" LAYERS
µERDs
PRECAST REINFORCED J�.4"
SECTIONS - -
OUNDATION (SHALL BE
REQUIRED WHEN SOIL
E
E_ECONDITIONS
COMPACTED BY HAND TAM oRCONCRETE
1� BACKFlLLED mTIi SELF-COMPACDNG
MIN
"0" RING SEALS 16MAX
•
C. SHIFFLETT
SCALE
ARE UNSTABLEc3cm
1eTMAx STONE.
MINIMUM ELEVATION
•
DIFFERENCE ACROSS M.H. 5" 4'-0" 14
ALL PIPE)
S. T
�y
:-K)IU- „E �E
�E
MINIMUM ELEVATION DIFFERENCE
1YMIN 12"MIN
FROM INLET TO OUTLET
my
.' ACROSS M.H. FROM INLET TO
VARI A OUTLET SHALL BE 0.2E FEET
SHALL BE 0.20 FEET. VARIES
•
'�° .' A flLLETED INVERT FOR A SMOOTH
DEPTH OF FLOW CONCRETE
CHANNEL TO BE FILLETS
TRANSITION OF FLOW BETWEEN
•
G
3/4 DIAMETER OF
NOTE
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
O
. ;• INLET & OULET PIPE SHALL BE
i'G PROVIDED.
12 ;•6.7;..,:....� °..G
_
CONTRIBUTING=---
SEWER. TT �• 12"
BACKFlLLED ENTIRELY WITH N0. 21A
FT
A FILLETED INVERT FOR A Shoo •,s':
STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
z
3/4 DIA of LARGEST
PIPE IN MANHOLE
TRANSITION OF FLOW BETWEEN
INLET & OUTLET PIPE SHALL BE
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
o $ ro
MIN. 6" BEDDING NTH NO. 68 STONE
PROVIDED. MIN. 6" BEDDING
STONE SHALL BE PROVIDED'
E E s E , E o f In
��
NOTE : W/ NO. 68 STONE
3-WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"g
yg m
NOTES:
BEDDING OF N0. 68 STONE'
25 <
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
fE
SPECIFICALLY DETERMINED BY THE CONSULTANT FORTHE 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 ILL
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
EXTENDED OR NON -EXTENDED BASES.
4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
DESIGN ON SEWERS NTH STEEP SLOPES.
INSIDE AND OUT.
TYPICAL SEWER PIPE
TYPICAL MANHOLE SECTION
INSTALLATION IN TRENCH
TYPICAL MANHOLE FRAME & COVER
SHOWING BRANCH TIE-IN
TYPICAL MANHOLE WITH DROP CONNECTION
N.T.S
0
NTS
FIG S-I-D
N.T.S
FIG. S-3
NTS Fir. S-I-C
FIG. S-I-A
O
TD-31
1
J
TD-34
TD-28
1D-25
�
Z
PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE
WITH PART V,
J
SECTION G OF THESE SPECIFICATIONS
>
CLt PL ROADWAY e
SLOPED AREA RUBBER COATED STEEL STEPS
w
CAST IN PLACE^,`�'•:-•
FRAME & COVER
SEE FIG. S-I-D, E
. • `•'•R, •S.
':
LLJ
J
LIJ
(•7 1. Otsmm) mA xRXaa tin.
i4nGSliae(eDt".")R" 2[a99m.] L�Bi""J
0
ze i/•- DW 7•
PRECAST REINFORCED CONCRETE
•' EXISTING SANITARY
ONTCON CONCRETE •• W" . SEWER PIPE
•
Q
Q
Q
G
c
[414 -� [17Bmm1
I` C 4. OA1
[BOB
SECTIONS WITH "0" RING SEALS
OR APPROVED EQUAL
1'-0" MAX 2'-0"
DOGHOUSE OPENING SHALL '°' -
a ^'• • • MIN. 12" CLEARANCE
BE PREFORMED BY • ' '.!• : • BETWEEN EXISTING PIPE
MANUFACTURER OR "• •'Y ': •,.„ AND STONE BEDDING
SAW CUT TO FlT PIPE ' •'i ;°•: - :
''•".
LLJ
DO
J
J Q
,,,x
06
" /
PAVEMENT m
�_ za >/1 B• DA 6/B-
b2zmm7 I I761,MQ
a
ANCSAMAY BE APPROVAL�IRm
OUTSIDE DIAMATER !.r.•
PLUS U.
4 ,' O
LL
[ram
W
O O 38- DN _--_i a 26•
�' NTH
Na BI STOW BEDDING
O
42' MIN.
[91•mm] II•'� [660mm
FRAME SECTION 120-1 [SBmm]
a
B"x8'x18" AND 4"xB'X18'
SOLID CONCRETE BLOCKS
z
COATED STEEL BAND OR STAINLESS
42' MIN. 0,25' MIN. THICKNESS STEEL CASING INSULATORS
STEEL CASING 12" CONCRETE FILL
I
2• =D uTH)
taED�O FLU")
THE DROP CONNECTION SHALL BE
3'-0" MIN ,• DUCTILE IRON PIPE (CLASS 50)
CENTER W/RIS)ER
yJw 4 EACH DOGHOUSE MANHOLE BASE
p
-- BOTH ENDS
t•
BACKFILLED IN 6° LAYERS AN6D
[� U
-I
[umm] NI A�31/Y 7/Y-
c>P• }- I [79mm] C�Omrr,1�
: 5" COMPACTED BY HAND TAMPERS OR
j BACKfILLED NTH SELF-COMPACRNG
Ir,......nnnmlinnnn,i,nninnrlrlI,.r. r, 1 r, 1 l 1 1 111
mnnnnnnnnnnnnnnnnn nmu„„„ 1.1.1.1.
Q
I
I
3 73/1B' ► 22 73/78
Jam_ STONE.
MANHOLE ABOVE BASE $HALL FILL DOGHOUSE OPENING
1v
I
2 1n' [B7mm] [678mm]
0 26'
12 MIN
16" MAX ELEVATION DIFFERENCE
BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE
WITH 3.000 PSI CONCRETE
�.
0 17/18' 7 3ro" [635mm]
G/16- O.D. OF GKT
MINIMUM
p ACROSS M.H. FROM INLET TO
ON FIGURE S-1-A OR NON -SHRINKING GROUT
2'-C' 7' OR 8' �7' OR 8' I 2'-0'
[77mm] GROOVE
[74mm] SECTION VIEW
OUTLET SHALL BE 0.20 FEET
�" �
cw DOLT 1/4- (6mm) DA
SEE..DLY NEOPRENE GASKET
CETAa
120MIN 12"MIN A FILLETED INVERT FOR A SMOOTH
0
18' DR 20' JOINT OF DS,
UCTILE IRON PIPE I _ I
ESTRAINm JOINTS)
R BER RIJ x BI x t 1/2
`SEW R MX.O [SmOm" RUBBER PARK RD9Bt046
7 s/a° (2) elr xOR s/9-ttxs t/z ss
2400' Iatmm PARTY 00911250
VARIES'. 4 TRANSITION OF FLOW BETWEEN
•• INLET & OULET PIPE SHALL BE
'"• PROVIDED.
ALLOW CONCRETE
FLOW A MIN. WRAP EXISTING PIPE WITH
Q
1/2'
1'-0" BEYOND BASE NEOPRENE GASKET MATERIAL
1'
NOTE 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5° BEYOND THE EDGE OF
PLAN VIEW 1 t/e' (2gmm) DR BOSS [6mm 113M .a6 DW SYMMS STEEL ROD (2) WY�IR 5/8iI 1w OD $
G � __ FITTING DIMENSION VARIES WITH SLOPE.
OF STRUCTURE BEFORE FILUNG THE OPENING
PAVEMENT, WHICHEVER IS GREATER.
PAVEMENT.
2, ENDS OF CASING CAN BE SEALED USING APULL-ON END SEAL GASKET IN LIEU OF CONCRETE FILL,
PICKUNR& LOCKLUG HOLE DETAIL
2) NW xX s 11 nt M1t1f
• 1:• ,'t'.Q
12 �. C•: i "• . e �••' A'
NEOPRENE SECURED BY 2 NON -
CRROSIVE STRAPS, I R
EACH SIDE OF OPENING
O
3, MIDDLE SPACER SHALL BE PLACED AT THE CENTERP13INT OF PIPE JOINT.
PARTY 0D9s12s
1. ALL MANHOLES WTHIN 100 YEAR FLOODPLNN OR LOCATED IH AREAS SUBJECT TO FLOCDW6 SHALL RAVE WATERDGHT FRAME k COVER (2) NUi HX JR11 5 B-t1 ZN
2 ALTERNAT W DESIM TOR WATERTIGHT COVERS mLL BE CONSIDERED. /
1 COVERS SHALL BE FIXED TO FRAMES MIN LOCIONG LUGS DR SIWUAR ASSEMBLY. PARTY ORgat13B
3/4 CIA OF LARGEST
WATER
TYPICAL WATERTIGHT (2) 19MR LOOK WG
(WORT) PwIt ODIMN
PIPE IN MANHOLE
IN. CAST -IN PLACE
12" 12* MPSI CONCRETE BASE
TYPICAL STEEL SLEEVE INSTALLATION
MANHOLE FRAME & COVER LOCK LUG ASSEMBLY
MIN. 8" BEDDING WITH NO. 68 STONE
FOUNDATION SECTION VIEW
UNDER ROADWAYS
N.T.S FIG SHE
NOTES:
.......... .......„.......I III IriIrIIII,t,II,RIII.............„.. iii...„Ill,....,.. l................. .
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.
Fir. W-1D
2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE
1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW
EXTENDED OR NON -EXTENDED BASES
3. ALL JOINT$ LIFT HOLES INLETS, OUTLETS TO BE SEALED & ROUTED
FLOW TO THE EXISTING PIPE.
INSIDE AND OUT.
2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE.
3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6"
OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE
BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN
ACCORDANCE WITH THESE SPECIFICATIONS.
TYPICAL MANHOLE DROP CONNECTION
TYPICAL MANHOLE BASE
JOB NO.
WITH STEEP INCOMING SLOPE
SHOWING "DOGHOUSE" INSTALLATION
47652
NIS
N.T.S
FIG. S-1-CI
FIG. S-1-Al
SHEET NO.
C1.3
TD-29
TD-26
L
MHS
C&G \\ \\ TOP=682.73 r
INV 1N=665.73 8" PVC (SW)
ET W/ GRATE EP - - \ \ I INV OUT=665.23 8" PVC (NE) �p H
TOP=681.26 682 - OL TRA/L N � $ m
1 15" RCP (SE) (VAR/ABLE v n, A
,'15" RCP (SW) \ WIDTH \ h
\ DS• 4556, PG. 173
-sg DS. 4038, PG. 704 SD CURB INLET W/GRATE - - C&G r� w w y
�\ DB. 2886, P TOP=682.34 663 \� \\ r V v r
6813' - - - G 134 I P n SD CURB INLET W/ GRATE
EP --- - - - INV 1N=678.24 15" lie (sue \ \
TOP=688.50
-------- -- ---- - -
/ 7682-
INVOUT-678.1915 C�P(NW)MHSGSA' mINVOUT=684.4015"RCP(SW)
-- ----- ---- - NVPN 868 1„R \-. 682.9' ! \ \\ \ = 7,3-P\'/C(SW MHS h/ /688.7'
� - -e, - _ - ,;, _ .ti ° - 683 \ . _ INV OUT=666.9Ti' PVC (NE) TOP=683.10l__INV 1N=668.48 8" PVC (SFF)C&G%l - \ I - �- - 90 8' PVC W SD CURB INLET W/ GR YE MHS / gg EP I ge
O) seQ lNV 1N-667. ( ) A / 6 1 6
TOP=683.54
lNV OUT=667.70 8" PVC�IE) TOP=684.60 /
INV SE
INV 1N=680.70 15" RCP I(SE) ( ) / I ct
COORDINATE , \ ----__ _ r INVOUT=680.6015"RCi%NW) INV OUT=675448"PVC (NW) �
REL MERS N OF
_s% \ °-__-_--- -- ------ - v1
TRANSFORMERS WITH / yam` ---- -` 1
�_ / �� --- RCP_ � ----�- \ II \
DOMINION POWER s \ \ 8 .2'
VARIABLE WIDTH _ - - - _ I \ OVE 86 R \----___- _------_-- I I 15"RCP-
1 STORM EASEMENT 683 - - - - - - - - - - - - - - I \ \ �\ 48"RISER .. > D O, d / - - 689.3'
\ ll �� \ DB. 5074, PG. 234 I �� \ \ I TOP=679.39 f/>COiVCsSWL
l / 20' ST RM
Q Q \ \ I I \ \ INK OUT=669.99 48" R P (NF�I I �
EA \ \ \ REMOVE PORTION
DB.�3; PG\ \4 \ s2 - OF 48" RCP PIPE _ _ = _ - ` I /
s \ / BENCHMARK / SD CURB/INLET W/ GRATE
BBB �BB3_
- 682- - _
PK NAIL IN S
�/\ \ \ \ \ s / - - /\ �\� , ` =- - _ _ / / \ \ \ \ \ / - , I ` ELEV=686.77WLK \ \ \ 'saw INV IN 684 04 15"RCP (NE)
INV 1N=683.74 15" RCP (SE)
/ \ \ \ \ - -ssl -_ - INV OUT=683.69 15" RCP (NW)
-.679-
16�6 TMP 55E-0-7A-26
REMOVE . \ \ \ \ \ \ `
1�"RCP\ \ \ \ I I 6j9 I ROCK I 1 1 , \ , \ MARCH MOUNTAIN PROPERTIES LLC
I RdX6VE - I _ I I DB. 5071, PG. 231
INK=672.87 \ \ \ \ TMP` 55E-01-7B-0 / - 682- 1 ARMOR I 1 / \
\ I I- 's _ 12"Pb�C LI I I '
\ MARCH MOUNTAIN PROPERTIES LLC l �� I I I / /
/ I l/�[/=6�4.81 I / I I I \ \ MHS \
681' - - DB. 4954 PG. 18C I = _ 1 680 ,1 s�8 I / ' REMOVE PORTION \
\ I I ZONED: SF / / I - ss -K - - 6� / / / / I TOP=687.14
1 I \ \ I /. - _ \ / I I \ INV IN=676.99 8" PVC (SE)
\ I I / I / / S \ - _ ` �ti / OF GUTTER/CURB see
\ \ M \ _ _ INV 1N=676.84 8" PVC (SW) SD CURB INLET W/
\ - - d anI \ _ 1Ni! NW() TOP=687.94
OUT=676.74 8-PVC(NW) 8" \ - - - ' - - - I \ \ --
INV OUT=68. -------, 1 54 15„
- - 1- - _
SANI 1= \ \ / \ / \ / - i -------
II -_ - - I r \`\ s1,, --NSAV __ 8„
\\ 1\s-SANi--i / I 8"
\ I I I I Z I / /I _I -I- m --i _ _ {. i S-SAN-t--
FENNEL ROAD
D y 1 \ \ I \ \ II I I I I Io OZ AD REMOVEIRELOCATE 6e
TARY SVA
8a RIAB41 E WIDTH20'SANI685EASEMENT ssr A CUT (PRIVATE) R/W
� DB. 5074, PG. 234 /
/
_---____-_-�1 DB. 5074, PG. 234C //
II 11 I I o �� _ _ _ - \ r \ I I I 1 / - 1 R/MOVE PORTION /-------------------------
T___682 \\ I I 1 / 1�HDPE---i ____ --_
> I I I A I \\ I 11VV=679.03103
\ I I I A I \ I / REMOV EI M GATE / III ` ` - ---- --- --
I \
EASEMENT / ,' �ry III I VARIABLE DTH
DB. 4704, PG. 389 / I WATER EASE ENT
DB. 5074, PG 234
1 �
SD CURB INLET W/GRATE
1 \�^
\ G VEL WALKING TRAIL I / / I TOP=687.87
( \ \ \ I INV 1N=680.67 15" HDPE (E)
1 (INDYBAINLOOP) / I
\ \\ �y\ \ 1/ REMOVE/RELOCATE MHS S \ \ I° / / / / / 1 I I I I MHS - INK 1N=680.82 15" HDPE (SE)
\ I REMOVE/RELOCATE TOP=685.49
RE STORM TOP=682.33 ` \ \ / / / I 1 686 / 1 INV OUT=680.57 15 HDPE (NW)
\ \ \ \ EASEMENT INV 1N=668.63 8"PVC (SW) \ \ \ l ^ _ - ` _ -_- I - I INV OUT=6 9.84 8" PVC (NE)
II \ I \ \ lNV OUT=668.33 8"PVC (NE) DB. 5074, PG. 234 \ L / - - - 1� REMOVE I
/ \ I � � /
I - EDGE ¢
\ - - - -- \ ------- 686- �G
\ OF GRAVEL I I I FA
\\-- I----------------
`\ \ EE GOO E \ -6B6 r - I GREENWEc R wANE
\\ \ \ \ - \ I I \ �I I S - - AN- DB. 5024, PG. 429
REMOVE/RELOCATE MHS S � \ OF GRAVEL
1 \ 1 \ 1 \ TOP=683.44 \ / \ \ SD CURB INLET W/ GRATE
INV 1N=669.44 8" PVC (SW) I I 'ss I TOP=682.03 I
\ s? \ INV PVC(NE) I A --
I \ \ I � \ '� � � INV 1N=675 03 30"HDPE (SE) L - - - - - - -
---------
\ I \ I ` l () V OUT=674.30 30" HDPE NW SD CURB INLET W/ GRATE
Yj OD (F\)\ I \ \ \ I 323.58' \ \ I \ ` \ \ - _ I a V IN=677 63 15" HDPE (NW)
I \ i 398.58 (TOTAL)
\\ II I \ \\\ 11 II \ \ \ \ I INV OUT=67761 15'HDPE(SW)
NAl1 O
685 O V 4
11 I \ \ \ \ \ REMOVE PORTION OF J c
REMOVE/RELOCATE
SWMFACILITYL-1 \\ \ \ \\ \\ \ / REMOVE / GUTTER/CURB/SIDEWALK 4 ,�
\ I I
TROD
(RETENTION BASIN ll) \ \ \ \ \ \ \ \ 20' SANITARY \ \ GRAVEL (F) - - - TO INLET SD CURB INLET W/ GRATE O N Om
EASEMENT I I \ s�NV OUP=678.03 15HDPE (SE) 0 DB. 4704, PG. 389 0
\ \ \ \ \ \ \ /68 \ \ \ rnww \\ ``/ Y ^l III . . . . . / \ 684.2'
APPROX. W.S.E. TMP 55E-01-35-D 1 \ h o saz. r \
+/-672.60PER \ \ II CONC __
MASTER SWM PLAN \ \ ` \ \ \ \ \\ \\ \\ MARCH MOUNTAIN PROPERTIES LLC `\ \ II a I _ _ _ _ b \ Sl'l'LK ` \ -�� s8Y I 684.3'
(WPO201600009) DB. 5024, PG. 441 lilt
ZONED: SF GUTTER/CURB/SIDEWALKREMOVE�POR \\ \\ TION OFI /6\ / /f2�MOVE SIGN EP 6 6 _ - I \ \
ICI ICI ICI II I�IIII _
\ \\ s •\ \ \\ � o?���G \\ 1 \ \\ \\I 4 .-I.I.I. .�' 83--._, l �------- �'-30 __--_II _= L-Q�
24
ORjO;__\\
62P=683.2 61 �E - -684- - I
rn\ \ \ \ lNV 1N-670.0 8" pVC (SW) l B P - -
\ sus \ \ \\ \ \ \ \ \ IN OUT=669.93 8"'PVC (NE) 1' / - - l / 8"w 4704, G 38 I
9
vg
\ \ \ \ I I VARIABLE WIDTH / R D (FQ O \`V Crory / O a% C sesr,
\ \ \ \ 1 1 1 SANITARY EASEMENT / t > 1 / 4t 30 &G \
\ \ \ \ \ I 1 I DB. 4704, PG. 389 a U� 1 Q �
\ \ \ \\\ ROD I I 1 / l R D O 1 O. ri co
Q '',, •• 4 (9' SD CURB INLET
\ \ \ \ k (F) I N2904641 "W r- 0g `�I `l /4 /
\ \ 48"HDPE \ l \ / T 155.24' / 4� / , J 0 h TOPN=674682 5
\ \ \ \ NV=671.85 \1 \ \ \ _ _ INV OUT=6.25 30" HDPE N(
\ _ / _ - / / _ _ _ / / V 1 / //o' INV OUT=673.80 30- HDPE (NW)
\ -�-- - - - - - - - - - - - - - " - b 1 O / SD CURB INLET
��� Q l TOP=682.00 MHD
_ - - - - - O TOP=683.70
--- ----- INV 1N=673.70 30" HDPE (SE)
\ -r
-------- k---- --�---� 1-------- _ _ - - - -t- - _ 1gECID000S l ld INV OUT=673.5030"HDPE (NW) lNVlN=6771015"HDPE(NE)
1 I ---- -� _---------------------------36"1- - _ / / INV IN=676.55 24 " HOPE (SE)
------------- - / / ------ o-- r--- ' I 'TREE / INV lN=676.5815"HDPE(SW)
--36"_____
`te / INV OUT=676.50 30" HDPE (NW)
SD CURB INLET
(OPEN SPACE) 4 I \ `
1 I I TMP 55E-01-35-A 6" S I I _ TOP CURB
=681.81
26 30" HOPE (NE)
I 20' STORM MARCH MOUNTAIN PROPERTIES LLC 6s I I SD CURB INLET W/ GRATE INV 1
1 EASEME T I DB. 5024, PG. 441 MHD ro TOP=681.03 INV OUT=673.2136" HDPE (NW)
I DB. 4704, PG, 3 9 TOP=682.37 I I INV 1N=673.18 36" HDPE (SE)
1 I 1 I ROD INV 1N=672.62 36" HDPE (SE) INV 1N=673.63 36" HDPE (SW)
LEGEND:
REMOVE ASPHALT
REMOVE CONCRETE
SAWCUT
SCALE V=20'
0 20' 40'
CLINT W. '!i :
S FFLET aZ
i
Lit. N 54380 49:
04/26/21
•
Z
O
a
u
In
w
0
Z
O
N
w
w
Q
DATE
04/26/2021
DRAWN BY
J. FOX
DESIGNED BY
J. FOX
CHECKED BY
C. SHIFFLETT
SCALE
1"=20'
J
i �-
U o C)0
m Q O
Z
1 (D 2i
Lu
W w p
_j 06
Q Z
J m Z
J aLL
O
~\ O
J = O
I� O
u U
O
z_
F_
C) U)
J X
O w
JOB NO.
47652
SHEET NO.
C2.0
0
0
3
a
D
9 0
o X
O
�Z
.2O
o �
c
�_
a
c m
a-
0
xg
/7 3Z
0
0
22
o r
3 2
dm
2 Y
X C
0.0
g„
12
0 C
d `o
E
06
a c
2c
10 a
0
0.2
m
a
c m
C
o
c 0
no
L
F E
L
C&G \\ \\ s r
\ \ I W A !a A A
\ OL TRAQ DRIVE o N
(VAR/ABLE 4 Oro O
IDTH R/W \
\ OB. 4556,WPG. 173 J Z
DB, ¢038, PG, 134 GREEN AREA RESERVED FOR \ \\ C&G v V V r
OB. 2886, PG, 134 I \?Z \ I P n
EI' GREEN
UTILITY CROSSINGS \ y\
------------ ----
> a - ----------- \ \I
EP
1 00'WPO BUFFER
\ 1
\ \ LOT39 LOT38 ~ eel
\ \ BEGINIO'TRANSITIONFROM LOT37---------------- ---- OLL-TOP CURB TO CG-6 LOT 36 I --- — - -- ------- -------- ------ _ I I ------
(SEE DETAIL) LOT35 �-----____ 6
LOT 34 -Li 11.2'ONC
18' DRIVEWAY LOT 33 LOT 32 - _ >
\ V A I LINE I I LOT 31 I
1 I
20' 1 ' f - I I I I LOT 30 LOT 29 LOT 28 LOT 27
CG-6 \ I 'li I ¢ \ \ \ \ - ; ROLL-TOP
\ I I CURB
----- i
\ ` 5 I TMP55E-01-7A-26
_ � f I MARCH MOUNTAIN PROPERTIES LLC
I I I 1 BEGIN 10' TRANSITION FRC1M G. 231
ROLL-TOP UR BTOCG6
(SEE DETAIL)
\ol
- —
\ I ----- - - ---
- t -------
_
_ II 1
� III 1
LOT
SF
27
2,094
0.048
28
1,657
0.038
29
1,646
0.038
30
2,164
0.050
31
2,036
0.047
32
1,634
0.038
33
1,645
0.038
34
2,041
0.047
35
2,109
0.048
36
1,743
0.040
37
1,752
0.040
38
1,745
0.040
39
1
0.046
40
f4,35
0.101
41
7
0.075
BLOCK 7C LOT TABLE
AC
LOT
SF
AC
42
3,386
0.078
43
5,868
0.135
44
5,331
0.122
45
3,977
0.091
46
6,855
0.157
47
2,781
0.064
48
1,767
0.041
49
1,757
0.040
50
1,749
0.040
51
2,188
0.050
52
2,180
0.050
53
1,730
0.040
54
1,731
0.040
55
1,734
0.040
56
2,555
0.059
NOTE:
FRONT, SIDE, AND REAR
SETBACKS ARE 0' IN THIS BLOCK
DEVELOPMENT. BUILDING
SEPARATION SHALL BE A MINIMUM
OF 10' PER CODE.
8"W (VARIABLE
ROAD-
TIE TO EXISTING
I N 8„W - WIDTH PRIVATE ROLL-TOP CURB
_--
\\ I I 8 W 8'1V _ _ aN— 20' I
R25' _�- —SAN—
\ I I T9EX1SII,WMPAVEMENT
1\ I VDOT STD. WP-2
/ TIEi5' SIDEWALK ----- - ----
I I w I LOT 4o I ; - _ - $"w --- - _ _ ` � i FENNEL ROAD
1 TO EXI TING LINDY ^ D to }/ �_ II-
--
\ BAIN LOOP p A I 1 �I' - _ I - - - a"W \ VAR/ABLE WIDTH
11 \\_`� Z
(PR/VATEJ R/W
R25 DB_50
----------
ROLL-TOP I 1 11 -------------
m 682 i '�1 \ 18' DRIVEWAY 1 - - _ I- - I- `.
I I m A LINE CURB ------- -1
m I
1 \ 1 1 I A I LOT41
1 \\ \ \ \ \ a aLOT 47 (ADU) LOT 48 ROLL-TOP I \
11 \ I LOT 49 LOT 50 LOT 51 (ADU) I CURB 1 `
`\
LOT 52 (ADU)
LOT 53
\ GF AVEL WALKING TRAIL\ - LOT 54 LOT 55
t_ LOT 56 (ADU) W
1 (ILINDYBAIN LOOP) \ I t- _� t- -
1\ \ LOT 42 I I _ _ TIE TO EXISTING
1 \ \\ I I P6 I Z ROLL-TOP CURB
\ I I I
Cd
LOT43 `�o2F� �i� 3'sIDEWALK ° ° Il GREENWELL LANE
\I \\ \ \ gyp jF 1 ° Cs�— — — SAN— 24 (PUBLIC) R/W
11 I ti� G�° F SIDEWALK DB. 5024, PG. 429
6' PLANTING STRIP 3' LEAD WALK (TYP.)
\ I /21 GREEN/OPEN SPACE N
12.2' \ \ 8 (10,750 SF) Q 4
11 I \ CG 6 CG-6 aJp v
LOT 44 (ADU) \ TIE TO EXISTING
CG-6 CURB & SIDEWALK
26'
CG-6 b 4 CON` INLK —�ZZ __
\ \ \ t
\ \\ \ \ �o0�y i LOT45 R25'
5'SIDEWALK \\\\. • �/ / ate_____ I __
�o�G�-p �� j 1 \ \ TIE TO EXISYIf�G PAVEMENT oftow I I
\ \ \\ \\ �� f --�'-- \ _(� \ \`. ` VDOT-STD. WP-2 D 61• t NE I I
�`� i LOT 46 (ADU) ` ---44 / B, 4704 I I
U PLANTING STRIP \� _ _ 89
18'DRIVEWAY Q 423 l (� p� C G
LINE
\\ \ I TIE TO EXISTING
CG-6 CURB & SIDEWALK �v
\ 1 11 \ ------------- 2 //
1--------- -- -- — — — ---------------------- 'eI 1(6) ll�
1 \ 1--r--------�---- — �-------� _ _ DECIDuous l l
\ 1--1---------1----------------------- o------------------------- I TREE TYP
1 11 1 ADJUST OPEN SPACE PARCEL 4 1
11 1 11 TO COINCIDE WITH EX. STORM EASEMENT
1
11 1 11 I 1
I 1 1 I I I
I I
LEGEND:
`. MILL AND OVERLAY
L] HEAVY DUTY PAVEMENT
0 CONCRETE SIDEWALK
SCALE V=20'
0 20' 40'
CLINT W. '!i:
S FFLET aZ
Lit. N 54380 �14:
04/26/21
•
^> E
0
o
N �
N C
> E
w v E
Q LL o 3
p LL
j V oMo z
tb N —li O
rn
In IS
rv� a
wIx
30�x toll
J LL w
ur)� Q � � O
i c ry z
Fva� O
c U)
$ ry >
Lu
M Lu
00
M
O
x
c�
0
0
w
L w
H
a
z
O
in DATE
0 0412612021
} DRAWN BY
J. FOX
• DESIGNED BY
• J. FOX
• CHECKED BY
• C. SHIFFLETT
SCALE
1"=20'
U
0
W Q
Z
(D Z
Lu
_j LL
Q �
J m �
J QF-i
O
> o Q
A
J
i--i o
U
L.L
0
0
JOB NO.
47652
SHEET NO.
C4.0
L
MHS
C&G \ \ TOP=682.73 r
\ \ INV IN=665.73 8" PVC (SW)
\ EP \ \\ I INV OUT=665.23 8" PVC (NE) �p jj bb
OL \ \ m �F CLINT W. '!i:
\ 1'RA/L �AN$� o
DR/VE ` Q COORDINATE WITH ACSA w v itch a pepV/7S FFLET_ is
(VAR/ABLE `
\ W/DTH TO UTILIZE EXISTING 48" STORM C 0 L •
OB. 4556, PG. 173 \ C& PIPE FOR WATERLINE CONDUIT ` Z S'� Lit. N .54380 14:
DB, ¢038, PG. 70¢ \ G FOR LOOPING WATERLINE v m v v v y 04/ 26121 0 ,,:
OB. 2886, PG. I \ `
EP 134 \?z\ p ACROSS OLD TRAIL DRIVE. N V _' b `D r ��5LISS NC'��p
Cb
—
-------------- -�---E&G % ---- -- -- - �s-- MHS m N•• •
. ' a "' N'C•',SWLK - - -------------- -- � \ \ I TOP=682.87
i
lNV 1N-66717 8 PVC (SW) MHSC&G
INV OUT=666.97 8" PVC (NE) TOP=683. 10 0 0
INV 1N=668.48 8"PVC (SE) �\\ O u
INV 1N=66790 8' PVC (SW) MHS EP > o
INV OUT=667.70 8" PVC (NE) TOP=683.54 I I E
INV 1N=675.59 8" PVC (SE) I I w ° E
INV OUT=67544 8" PVC (NW) I I v > 3
r I --------------- s —
a- sWs i
It
(L
20' PRIVATE ' 20' PRIVATE - - ' >CONC •SWLK '.; tr. \ : ° ?C7 1,W
v
\ STORM EASEMENT - _ �. > °, O x
d/14 \ SANITARY EASEMENT LL w
\ 11.25° + 22.5° BEND - \ _ z
Ln N
TIE INTO EXISTING F a'
ili _ i t SSWR MANHOLE I y ry U)
j'li I 1.25° BEND o
,w w
\ \ TMP55E-01-7A-26
MARCH MOUNTAIN PROPERTIES LLC
DB. 5071, PG. 231
vi
\ _______ i i ACSA UTILITY EASEMENT. p
_ -5 - ---_ I (5' BEHIND ROW TYP.) MHS =
-� - _ - "--- ° TOP=687.14
8 - ---- i�i i�i 11.25 BEND INVIN=676.998"PVC(SE) 0
I -T\ _ ---
--------- -------- I `-------- INV 1N=676.84 8" PVC (SW)
W - -
�- \ \ " SA - _ EX. FH lNV OUT=676.74 8"PVC (NW) o
I -- -- W
8" TEE SA — — - — -- '---i TIE TO EXISTIN w w
I P 8'w — _ I 8" WATERLINE x
8" BOA & - - _ SAN _ ' ------- U 0
SWIM FACILITY L-1 I I I PLUG "W -- s - _ _ _ I a
\\ - - _ - =- SAN— — — I SAN _ ' i / 0 DATE
(RETENTION BASIN II) _-� 22.5° AN O
\ v ° ' i S — —SAN—i--� //
APPROX. W.S.E. I I I I BEND /
\ +/- 672.60 PER � � � ' - 8 W - � MASTER SWM PLAN I I
- -------------
/
0412612021
$ w
8-"-T-EE - 1 (WP0201600009)
FENNEL ROAD
DRAWN BY
--� _1r --- - - 18„W VARIABLE WIDTH
-- ---
11-I_- DBPS/VATS-l�/W --- ------ DESIGNED BY
________ \ 074,PG 34C///// _________
- _ - ----
i --- __ I ---,
rn I I v T 682 / \ - \ 20' PRIVATE I 11 �I -_-_ I I I •
\ I I A \� - STORM EASEMENT 03 g" CL 52 i i �i - - I I I I • J. FOX
1 1 1 A 4" SSWR \ u ------ ------
I \ CHECKED BY
I LATERAL WATERLINE I I •
1 C. SHIFFLETT
\ \ (TYP.) a N VNV PRIVATE
STORM EASEMENT I CONNECT NEW LATERALS I • SCALE
INTO EXISTING SSWR MAIN • 1" = 20'
\ GF AVEL WALKING TRAIL\
W
1\ (ILINDYBAINLOOP)\ �\ 3 \� I `- --� ` I _ -I I MHS
TOP=685.49
\\ \ I \ I I INV 1N=67799 8"PVC (SE)
INV OUT=67784 8" PVC (NE)
1 \
�-'cpo
8" SAN. SSWR
\ \ \ \ 8" CL 52 — e I GREENWELL LANE U
WATERLINE a
\I \\ I \ \ I ^n WATERLINE e S _ _SAN_ f 24' DB (PUBLIC) 429
DEFLECTION (TYP.) DB. 5024, PG. 29
EX. FH TO REMAIN. EXTEND G4r0 J
/ EXISTING EASEMENT TO m Q
NEW ROW. z
I \Z
Lu
4.
\ o
Q < >-
LLJ
J
,SItLK —�
\ O
/45° BENDS / __
TIE TO EXISTING / / EP I z
8" WATERLINE j l I I _ J p
�� 1G \ ro WITH 8" TSV l j ��--'-- -_ I -_-�� i--i U
\ \ oo G to I MHS 0 ` g / I QftQ I I
�� % - TOP=683.23� „8 l N�
---
k F \-_ fi INV 1N=670.03 8" PVC (SW) h l \ l Og 6; A'/GY NE I I
INV OUT=669.93 8" PVC (NE) / l 8 4jp4 pG 89
\ ICIVG
TIE INTO EXISTING " ro
`\ SSWR MANHOLE
\ \\ 1 \ ____ __ _ -_ _
1 I 1 -- — — — --- — — — — — — -- — -- —--------- CIO 1 (CI--r--------�---- - �_------� _ _ DEclDuous l l
-------------------- —------------------------ ------ - - ' _TREE(TYP) 11
1 _
JOB NO.
b
11 �1 I S p I
I 11 j SCALE 1"=20' 47652
II II 11 I I I I SHEET No.
I I I I I 0 20' a0- C5.0
L
\ \\\\ \\\ s r e41A 4046LTH pAo,,i
\ , _sae - - - - - - OL \\ \\ Oro ,O3o ,O0o ,ado H � fit C L I N T W.ot
' (VAR/ABLE WIDTH R/W \ \ z
DB. 4556, PG. 173 )
e •
h
n Z
^ssz 4038, P 6) P) •L Lit. N . ET.
�4
ro �, w w w y S ,tom 04126121 G��:
DB. G. 134 - - I i `� v two n CS o•
6813' \ - - _ _ EX DB• 2886, PG. 134 ' 6a �V \\� \ I �,��� 'r�ONA L �� �• 683.14' EX \ \ \
// ------------- --- - -------- +/-683.32' EX \ \ I .66A ,
683.13'
682.9' --_-- \J EX \ i �h / , 688.T
+A 683.39:\ \\ �6 66� /gel
EX
il- - - - -682- - - - - \ \ \ I I r ' ...° , -- +A 683.68' \s8 / / / 6III 609 Q o
EX / / , 1I I > E
684.34' EX / / / III E
- 68511' 6'tP� EX
` \ LOT 39 • " --__+ 68569' rn \ 1 H N
EX
FFE: 684.08 LOT 38 - _ I >' '\ ` \ --_ _ _- --- a \ I I
GFE: 683.08 FFE: 684.08 LOT '� --EXs86.26'------ --EX -- EX I ¢
- -I- i t - LL
684s Y IJ - - - - \+/- 687.43' - - +/- 688.03 I I \ w O
GFE: 683.08 FFE: 684.08 LOT 36 / s \ \68 _ --_- \ \ \ ¢ _j z
c -GFE: 683.08 FFE: 684.08 T 35 \ \ I - - - .....> 66 ----_- _--------- I I -----= w o O
a3 - - - - - GFE: 683.08 FFEi 684.08 1 \ > P
- ----- \ I _°/.> °' i - - 689.3' af/1 rvN d
- FE' 683.08 z g0 U w w ..
682.75' I a� EFE:684.75 \\ FFE 684.7T335 LO / / _ _688 > LL Q
/ / \ 682.75' GFE -683.75 y////// \ \ \\ \ ss , \ I ss2• ` I ----_-- It --_ _ i II1 i - -- _-ze�I 6co I 6si/// ^^ 'i ^ _ ,- \ \GFE\ _: 683_.75 - FFE: 6t6.75 A O\ T 3\ .
ox ¢x ¢=
a z
FFE: 68575 > O682.75' - - - -sae- _ GFE: 684.75- 30 s83- GFL:\684.7 LOT 2LOT\27682.75' LOT 28
,FFE: 687.08 - VI
652.5' : .NFFE: 688.08FFE:688 wGFE: 686.08GFE: 687.08
81
GFE: 688.08, \ \ a
I I 683.42' \\ \ - 81 -_ - Z \ _ ` sue- - - - _ ` w _J
301 I �� \ 682 - ---- i l t - 68I I 1 76 679 s
t
TMP 55E-0-7A-26
MARCH MOUNTAIN P40,PERTIES LLC
�ss.ZS'` \ I I \ D8.5071, PG.231
68515'> 696\75' \\ 687.75' \ _ 0
ss1- 680J I -�_ -'ham _ \ _ \ , _ ._ , _ � _ 681 +--=
(NARIABLEENNE R D _ / I it I i 0
\ 1 1 - I 302 6a1 WIDi P ATE / " - / -683 685 --- / t------- t
e.
Goo \\ II I I W _ _ - - -�/ W // -�6 \ , \ sA \ �� ghy 684 686 I\\ \ `667 > w
Lu
\\ \ 1 I 1 e 303 7 PN 06 "W -�- _�6 l i�O�SAN I^ \ \ , _ \ \ \ ` 2 Q
\ 11 11 I I 682 - - - - - - - - \ 01 \ - SAhl�glh AN+ - - - - _ O
11 DATE
SANt- - _ // >
/ ` =1 v LOT r ----- \ �66 - \ - __ `O /0412612021
c� I / I - 307 _ e _ ' - s^ta/ --' FENNEL ROAD o
I \ D FFE: 683.00 / -. , I • I II- - - g2 _ 311 - \ I �L 310 1 DRAWN BY
1 \ \ I ~ -{ GFE: 681.00 - I / I �i �I- 8 - - I _ '�- / s ^ p _ _ � W VARIAB E WIDTH ,
( \ \ O A / 680.75' .. - - I I II 683 4r------- s2 ^ - ^ 4 / /
1 \ D / 680.46' i I1 4i _ �p 308 = _ _ - ¢ (PRIVATE) /// J. FOX
682.75 , / ` -
1 - 681.30' DB 5074 PG. 234C /--------- • DESIGNED BY
16 682.30' I I 1 / I di yI\ 6B6 yI- 3 --- /--------------
1 682.30' 683.30' I Ij fib - -PI \ I - -687_ -- \ \ - - _ J. FOX
�\` \ \ I� \ _ _ •
> 1 I 1 _
' \ • CHECKED BY
A LOT 41 \ \ 1 I 685.30' 685.30' ADU LOT 47 / /\ I I I • C. SHIFFLETT
L() /
I \\ \ 11 FFE: 683.00 � , d
<n FFE: 683.05 LOT 48 1 saz3o'
` GFE:681.00 , /
\ ` 680.75' FFE: 684.05 LOT 49 LOT150 / LOT 51 ADU / I • SCALE
\ GFE: 681.55
\ \ 680.21' \ GFE:69�5, FFE:684.05 FFE:6��.45 ( ) /
\ 1 / se2 75 GFE: 6U.�5 \ GFE: %3.55 L®T 52 (ADU) _ o e
\ \ � FFE: 686.05 � z 1" = 20'
\ \ \ GFE:683.55 > 6g�- o
FFE: 687.05 OT 53
318 \ - - \ \ I / GFE: 685.5� FFE: 687.05 LOT 54 LOT 55
sa2.05' _ I - / GFE: 685.55 FFE: 688.05 FFE 05 LOT 56 (ADU) I •
GFE: 686.55 ' GFE: 687.65 FFE: 689.05
LOT 42 1 682 s83.05' ssa.o5' I - / / GFE: 687.55 �
\ FFE: 683.00 ro D e� I 6 sas.os' - co I 1 -fia
\ \\ I GFE: 681.00 C9 \ 683.05' \\ I� sus/, 61 ,
1 \ \ I \ I \ 68 .26 \
1 \ - _ I I 386.05y /
681.75' 688.05' _
682.75 I 2 \ 2 86- - 687
688.05'
686
LOT 431 GREENWELL LANE (,
\ I FFE: 684.04 24' (PUBLIC) R/W
1 \ GFE: 682.OQ 680.56' G rn rn \ \ \ 886 s - SAN- DB. 5024, PG. 429
681.75' \S �� O ! a ^. Ivy �$
683.75 II \ /j 681 I F \ \ ADJUST"FHA U
/ I 682 \ \ VALVES AND BOP
680.89 1 ` VERTICALLY AS I y� O Q
48 REQUIRED �G a JM J
\\ 1 \ 11 I / 682.25' GREEN/OPEN SPACE - 685 Q \ 4 W Z a-
\\ 681.31" - - Q N Q w Q
--- - -- - - ^sue, J J Z_
\\ I LOT 44 (ADU) \ a \\ / ^ ^ \ ^ Q Q
\ \ \ \\\ \ I FFE: 684.00 \ \ / ^ \ z
I Q
GFE: 681.50 ssz.zs' 682 \ a. \ `� \,\ 1 i \ - LLJ
684.2' J m
683.75 \ \ ��> \// .. / b 682.T \ _ -c---- J i ,,x
681 684.3' LL
0rr nn
LOT 45 Z -
\ FFE: 684.00 683.25'
GFE: 682.50 \ n' / s83 j l \ ` _ _ - - _ - / ��'-- __ I - y=�� H� O Q
�� GG tPi
\ A
\ \ \ 2 T \ \ I 683.75 ORION
\ \ \ \ • oo�� \
, • \ y ` s,.W / l- \ \ R/pN (1��1
LOT 46 (ADU) \/ / \ \ \ l D 61• NE Rlw- - _ 684- - - I - V
FFE:685.00 / / / l \ \ \ Q 4�p4 G II
s \ \ ^ I / --- - 8„W P 3
\ \ I GFE:683.50 \ 89
\\ \\ \\ \\ I I I I / U� AA`QC Q `c
/ /no
l 0. n \ O
\ I I = /
\ I I---t----1-------------=----------------------------=-r I- - IQECiDuous / l�
--------------------1-------------- -------------------- ----- `TREE
I
1 I 11 I b I £8 JOB NO.
SCALE 1 "=20' �bN 47652
II II 11 I I I I SHEET NO.
I I 1 0 20' 40' C6. 0
L
*,NLTH Oi
o ^ v •
~ �
o - co 00 CLINT W. :
a I
c u�V U,)n "'rn oMcan�m V 7S FFLET >Z
m co
M 0 0 (a U.) n u� � (o 0 o m U.) � rn o 0 o n ,W � � Q d� O L� Lit.
N 5435! ��4:
0 0 ,� o c. n CN °o n ,n co co ^ V n n1 mo o^ N N F O Z Z Sij.tom 09/ 26/ ZI •
ON^ a0C4 co M�O^ 0 �oLoCo r r O M00u7to coo (o �DOO� (O M(nH- �/i`SSA E�G•`�
++ 0 M+ O H + W 0 = N O O 0 H i M W (O (O F =+ r 00 0 H �� O!1AL ,.
W �(0Z E�(Oz 0O �.�-(oz O M�mZ_ Z_ z_ p p�(oz z O ml((OZ 0 2 M h��������•
o Qa> NQa» oH0>> ioaa»» 66EL
> oaa» 306:MH-1 t
O HOz OFOZ Z mU)P z z MU)�Z Z Z Z MU)OZ Z Z MU)�Z Z ~ 7
695 (� O ~ - (� ~ - - 695 STA 10+00.00 CO w
TOP 680.55 CO ai Mo E
INV IN 673.60 (315) M+oH N °
INV IN 673.60 (307) p o CO 00 O ¢ o
INV IN 674.16 (313) ,Qa> > E
INV OUT 673.50 (305) m U) FO z w a E
690 690 H_ v 3
Q LL o 3
p LL 0
wO `mom
j V 2 z
a -ui O
..
rn
C7 uvi (�� a
w
30'x (va
w
i ry z
Fva� O
c U)
n ry W
W M
a�
o w
ow viOF MEI
O
x
c�
p
au rlurc w
w w
2 Q
z
O
in DATE
0412612021
0
DRAWN BY
J. FOX
9+50 ,°+°° "+°° 12+00 STR 3003+0STR 310 14+00 15+00 16+00 16+50 9+50 STR 306 -STR 318 „+50 •• DESIGNED BY
HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' •
VERT SCALE: 1"=5 VERT SCALE: 1"=5 CHECKED BY
• C. SHIFFLE7T
SCALE
• H: 1 " = 50'
V:1"=5'
.o •
u�o�
MM..� .M...M.. 0 •
o�,a0(0�
oLgMmvm
m ^o 2o(DzZz0
F M`M, Ov �co
��ZZZD
o go a---
00 0�0
VON .O I- M(n FZZZZ
m O u,) LO (0 (0
M +O W F
oCozz0 l
�Qa»>
MOPZZZ E M
t
~ M
oLO0`0(0
c0 aH
00
�� o
U
� o ��0> 0
= co 690 M (n H Z 690 J
momm
p�(°p00 Q
O
a>
(hv~iOz z i%)
690 690 I � J
U--� LL; LL
QQ
z
J 00
J a 0LL
~ O
> P-
J
I� O
z < U
L_L 0 0
J
O
9+50 10+00 11+00 11+50
STR 308 - STR 312 9+50 10+00 STR 306 -STR 31411+00
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5 HORIZ SCALE: 1"=50' -
VERT SCALE: 1 "=5
JOB NO.
47652
SHEET NO.
C7.0
WATER
690
690
EXISTING
RADE
PROPOSE
GRADE
685
685
680
680
8" WATE
/
5�2'1
CROSSING
1.0'
�
675
0
675
�
307
305
28.64' OF
301
30
65.91' OF
15" HDPE
10
OF
75.11
OF
PE
4" HDPE
24'-
� 1.09%
670
.14'
24" H
o
670
� 0.
o
(c�
0.50%
8" SANITARY
SEWER
CROSSINGS
665
665
PROPOSED
GRADE
685
685
4.3'
8" WATER
CROSSING
sso
sso
EXISTING
1.0
GRADE
675
311
675
15" HDPE
7.13%
8" SANITARY
SEWER
CROSSING
670
670
EXISTING
GRADE
685
685
ROPOSED
GRADE
sso
sso
8" WATER
CROSSIN
1.0
675
675
670
7313
670
25.73' OF
15" HDPE
0.54%
665
665
EXISTING
GRADE
685
685
- �
PROPOSED
GRADE
680
680
8"
STORM PIPE TABLE
PIPE #
DIA
FROM -TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
301
36"
302 - 300
672.55
672.00
0.50%
109.14 LF
36" HDPE
303
24"
304 - 302
673.05
672.65
0.53%
75.11 LF
24" HDPE
305
24"
306 - 304
673.50
673.15
0.53%
65.91 LF
24" HDPE
307
15"
308-306
675.00
673.60
1.09%
128.64 LF
15" HDPE
309
15"
310-308
680.15
675.10
4.09°k
123.58 LF
15" HDPE
311
15"
312-308
678.00
676.00
7.13%
28.03 LF
15" HDPE
313
15"
314 - 306
674.30
674.16
0.54%
25.73 LF
15" HDPE
315
18"
316 - 306
673.85
673.60
0.57%
43.77 LF
18" HDPE
317
15"
318 - 316
674.15
673.95
0.57%
35.32 LF
15" HDPE
EX. 8-310
15"
EX. 8 - 310
680.57
680.25
0.55%
57.96 LF
15" HDPE
EX. 9-8
15"
EX. 9 - EX. 8
681.45
680.82
0.74%
85.64 LF
15" HDPE
EX. 19-8
15"
EX. 19 - EX. 8
681.54
680.67
2.38%
36.57 LF
15" HDPE
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
300
675.25
ES-1 for 36 inch Pipe
302
681.51
9.21'
DI-3A
304
680.68
8.45'
DI-3A
306
680.55
7.22'
MH-1
308
683.52
8.65'
DI-3B 4 ft Throat
310
687.01
6.99'
MH-1
312
683.65
5.77'
DI-3B 4 ft Throat
314
680.86
6.68'
DI-3C 6 ft Throat
316
680.11
6.44'
DI-3C 6 ft Throat
318
680.12
6.11'
DI-3C 6 ft Throat
EX. 8
687.87
8.79'
DI-2B 6 ft Throat
EX. 9
688.90
9.45'
DI-2B 4 ft Throat
EX. 19
688.90
9.36'
DI-2B 8 ft Throat
L
*,NLTH Oi
CLINT W.
tC?S FFLET aZ
�L Lit. N 54380 4';
STA 10+00.00 .i=X.'. STA 11+63.35 3 STA 12+51.26 2 €X'. STA 13+23.28 S 4-
TOP 683.23 -4,% TOP 680.48 TOP 680.62 1 'TOP 680.91 ,t� 04/26/21 0 ,
INV OUT 669.93 (4-3) INV IN 669.10 (4-3) INV IN 668.45 (3-2) INV IN 667.85 (2-1) j0!1AL ��G�,•
INV OUT 668.90 (3-2) INV IN 668.45 (5-2) I�ON0*6��•
685 INV OUT 668.25 (2-1) 685
M E
0 0
u
N �
N 0
> E
w a ELU _
STA 10+00.00 2 STA 10+39.28 > .
TOP 680.95 5 TOP 680.62 ~ " w 3
Q U. o 3
INV OUT 671.00 (5-2) INV IN 668.45 (3-2) 0
INV IN 668.45 (5-2) a W oso z
685 INV OUT 668.25 (2-1) 685 '-0 o i O
in
Nv a
W
w
�j X (n
W
o.0 =LL o
Ln i 0 ry z
Fva� O
U)
ry >
Lu
W M
a�00
0
x
c�
x
F
0
W
W W
H
U
Q
z
O
in DATE
0412612021
0
} DRAWN BY
J. FOX
• DESIGNED BY
• J. FOX
• CHECKED BY
• C. SHIFFLETT
SCALE
• H: 1 " = 50'
V:1"=5'
9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 11+50
SANITARY STR EX4 - EX1 SANITARY STR 5-2 •
HORIZ SCALE: 1"=50' HORIZ SCALE: V=50' •
VERT SCALE: 1"=5 VERT SCALE: 1"=5
690 690
U
685 685 j
- z U
O
PROPOSED EXISTING M�
685 GRADE GRADE 685 W Q
Z U)
1 (D W
J_
W w LL
(D O
Q
Q m a
J Q
LL
~ }O J
z
J >
LL
00 I� O
U
of L.L 0
J
O 30
9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 12+00 12+50 -
ORION LANE EXTENDED WATERLINE FENNEL ROAD WATERLINE OLD TRAIL DRIVE (LOOP) WATERLINE JOB NO.
HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 47652
SHEET NO.
C7.1
680
680
PROPOSED
EXISTING
II
GRADE
GRADE
675
675
8"WATERLIN
CROSSING
15" STORM
CROSSING
670
670
4-3
24" STORM
163.35' OF
3-2
CROSSING
8" Ductile Iro
87
91' OF
@ 0.51 %
8" Ductile
Iron
72 0210
665
@
0.51 %
g'• Ductile I
on
665
660
660
u
655
655
650
650
645
645
EXISTING
GRADE
680
680
3.0' MIN.
PROPOSED
GRADE
1.0
675
675
8" CLASS
52 DUCTILE
IR
N WATERLINE
15" STORM
CROSSING
670
8" SANITARY
670
SEWER
CROSSING
�
665
z 665
Z
O
w
w
w
z�
z
J W
0
J W
660 w�
w
p
p
W Z 660
�
W
°� J
Ir
�'
J
W
OZ
O
O
O�
�
N
�
655 � LL
001,
v
v
�
� Q 655
EXISTING
GRADE
PROPOSE
-'
GRADE
680
680
8"WATERLINE
CROSSING
675
675
24" STORM
CROSSING
670
670
S
2
8.O
.28
�
giie OA
A9oo �O�
665
665
660
660
655
655
PROPOSED
685
GRADE
EXISTING
685
GRADE
�
680
3.0' MIN
680
1'.0
675
675
15"
STORM
8" CLASS 52 DUCTILE
CROSSING
24" STORM
IRON WATERLINE
CROSSING
670
670
w
z
z
w
8" SANITARY
SE
R
O
665
CROSSI
GS
p
z
665
O
tr
z
O
w
~
Z
�
iw
J H
�
�
660
w �
w
O
660
0
Q �
i=
�
a
�o
�
NS
ao p
�
W
O
W
O
m
C�
w F
(�
~
-
N
w
655
�
�
x
� w
co
a0
H
655
J
680
�
8" CUSS
52 DUCTIL
680
IRON
WATERLINE
EXISTING
8" SANITARY
SEWER
ROBBING
EXISTING4
"STORM
PIPE (CONDUIT
TO BE
USED FOR
ATERLINE
675
LOOP. CO
RDINATE
675
CONSTRUCTION)
w
670
Z
670
w
W
z
O
w
z
665
w
665
m
m
`Z
� W
2
�
CO
H
O�
>
O
O
>
o
�
v
v
�
660
�
�
�
660
L
LOW POINT STA = 11+29.49
LOW POINT ELEV = 680.83
PVI STA = 11+70
PVI ELEV = 680.22
A.D. = 4.14%
K = 38.66
160' VC
orn
o,
690 coo ro
HIGH PT STA = 14+05.63
HIGH POINT ELEV = 687.31
PVI STA= 13+65.63
PVI ELEV = 686.32
A.D. = -0.62%
K = 129.12
80' VC
OO (O('
4u) uir
+coo �+a
II � II
u Lu u °
�
II
II
e
�w
(a
d
685
685
312GM
680
680
675
675
670
670
p�
N�
tea
(V�
No
No)
No
N
cVN
N
MO
((iL
N�
r:I,.
9+50 10+00
11+00 12+00
FENNEL ROAD
HIGH PT STA = 10+30.45
HIGH POINT ELEV = 682.95
PVI STA = 10+50
PVI ELEV = 682.78
A.D. _ -0.71%
K = 54.68
39' VC
V0) to It
O N O N
+ (+c aO0 c°o o
II U II U
m j W
695 m w
LOW POINT STA = 12+50.58
LOW POINT ELEV = 680.01
PVI STA = 12+50
PVI ELEV = 679.63
A.D. = 3.11%
K = 31.24
- 97' VC
A
n
O)
(n
00
a)
X)
0)
O
a
+
m
n
c
11
jII
w
n
�w
w
695
O
(V
dm
OCO
690
II
690
aW
FJ
�W
GOO+
Om
(00
as
I>nw
a
n
W (n
J
W
685
—>
>
685
a
-0.86G'
-1.57g6
1'
00
680
680
675
675
670
670
MIN
NC7
�
^ R
M0)
N
^
NN
h
NO
� 00
N
V
O
00
14+00 15+00 15+50 9+50 10+00
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
CID
\
\\\ \
\� I
01
\ I 682
\ y
I '\
_ -681- ___y .
I � 11+00 I
I 681
I M
II • /d �
682
3
-1
00�
o�T _
�3m
ImA
\ /A
/
— M �
I �
I
1 /
1 1 1 \
1 �
I \
I � I
I 682
I
\
\ N
/00
3 �
\ \ \ \ \ ) �ZG� P i
\ \ \ �
\ O
\ \ \ \ I I I
11+00 12+00 13+00
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
84.34' EX- - 6>158 EX \ I / V I I I
/ I
\\ \ \ 1 +/- 685.69' EX EX s I I II
—/ -
684 - sa6Q5' \ 6862fi - - EX EX
/ 6a
\ _ j
- - I I od I / T 689.3' 6g0
--682 !
2- Ito
_ 779
TMP SSE-I}1-7A-26
MARCH MOUNTAIN P/3(7PERTlES LLC
1 2- 682 DB. 5071, PG. N1
681 = 686
_
11+50 / 5681 _ _ 683 685"—
12+00 A �� ��01 _ \ 684 16g6 68� • \ \ \
6B\ 1s `d #+0�_ 14 48.91
VPR/AB(EWIOTH
i 87- 507a,}bcz.
I 685 _ 6g6
i-
/ I
8' s82 SO �o •' O G 1 ' / co 1 III
�\ • 686
\ \ • _ I GREE
O �6N \
/ 681 1 `\\ — \ \ ` — —
• 7 X • _ \ a
7XSo\\ —685 �� a
•
664.2•
682Y \ b
6 6 / Q+ - D \ sCff 684.3'
V _
60-/ - \ OR/QN
LANE -684
ay
__+__ // / D 'IQ� 0�ry� / �''� _�•� \ 684.
14+00 14+50
CLINT W. '!i :
S FFLET aZ
i
Lit. N 5435! 49:
04/ 26121
•
^� E
0 0
U
N �
N
Q O
> E
w ai E
w w 3
Q UMt 3
O LL O
w 0 m
¢_j U00 z
o — ui O
00 .. P
rn
(L
w
30)x U)
w
oa �LL
U-) i c ry z
FvaO
c Lr' N
r
$ ry �
W M IY
LU
oto
w
M
0
x
c�
0
O
x
0
w
w w
H
2 a
a �
z
O
in DATE
0412612021
0
} DRAWN BY
J. FOX
• DESIGNED BY
• J. FOX
• CHECKED BY
• C. SHIFFLEIT
SCALE
• H: 1 " = 50'
V:1"=5'
U
O
W Q
Z
W
w > IJ_
/ P'• w LL
V Np
Q LLJ
LL
J mLL
a
~� O Q
O
J z
z < i--i o
U
0 M
L.L
1
O
JOB NO.
47652
SHEET NO.
CV.O
L
1:1:1.I
M- om
HEIGHT O
OBJECT =3.5'
690
SDR=280'
690
HEIGHT OF
DBJECT =3.5'
HEIGHT
F EYE =3.5'
SDL=112' (EN
OF ROAD)
685
685
680
PROPOSED GRADE
680
v
EXISTING GRADE
675
675
9+50 10+00 11+00 12+00 13+00
ORION EXTENDED SIGHT DISTANCE (25 MPH
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5
6m
895
HEIGHT OF EYE =3.5'
SDL=280'
690
690
HEIGHT OF BJECT =3.5'
'
J
/ /
685
685
680
680
EXISTING
GRADE
ROPOSED GR
kDE
675
675
9+50 10+00 11+00 12+00 13+00 13+50
IORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
Wom
1:163i
HEIGHT OF OE
JECT =3.5'
690
HEIGHT OF E
E =3.5'
690
HEIGHT OF
BJECT =3.5'
S
R=280'
SDL=280'
685
685
or
680
680
EXIS
ING GRADE
ROPOSED G
DE
675
675
CLINT W. '!i:
S FFLET aZ
Lit. N 54380 �4449.
04/26/21
•
M E
0 0
rn U
N �
N
0
> E
v E
w
H-Lu
Uw3
Q a o 3
p ILL -
wO `mom
j V 2
Z
o -�
..
O
rn
C7w Nv
a
w
30 =x
U)
w
Ln i c ry
Z
O
m >
c lu
U)
N
W
A
W M
�
o
w
N
O
x
14+00 14+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50
0
GOLF DRIVE SIGHT DISTANCE (25 MPH)
HORIZ SCALE: 1 "=50' p
VERT SCALE: 1'1 > w
w
F
2
Q
U
p
Q
Z
O
DATE
U)
0412612021
O
DRAWN BY
J. FOX
•
DESIGNED BY
•
J. FOX
•
CHECKED BY
C. SHIFFLEIT
•
SCALE
•
H: 1 " = 50'
V:1"=5'
EX �
f/ 84.34' EX 0'�p EX \ ( / 1 •
l I \ 1 +/- 685.69' EX
I +/- 686.05' \ EX m
/ - I- t`js ` C \ I I 684� r�6 .2' 6 6 +� s9s.2s' EX 87. EX688 03' 1 \
I \ -'aro
`�0 i676 C\\\� =679 �_ 6 J 68$ - - \ - \
\ / / S f ��� \ \ \ \ TMP 55E-I)Y-7A-26
MARCH MOUNTAIN PROPERTIES LLC
1Ox00 \ 6 2 -� • - \ - \ ` DB. 5071, PG. �91
�- - 681
685"- ----III �—y-- 1 68 - - -
/
p� - — 684 - �686 681
0
682
11+0p t— 2+50 ` 0° �0`03+50 1 s 1 Q
LL
682 1 FENNAL ROAD I (D O
0.
` -- 4 /�
O A y -- V IPR/VATE�IR/WH w > LL
z m \ 83
I \ OB. 5074, IPG. 234C
, 6 12+g ® ® w
%m - -se % "� ` I _ - 68 T-- 687_\ �83.� V CC LLI
/m< U
z Z
• � J m
\ / Q
J
pvJ
s s �8' G G I CID
I z
/ vt 86 .61§7 z
/ \ • GREENWELL LANE
1 . : _ \ • I 24• (PUBLIC) R/W
1 \` 61� �� 63ys • . • 0 DB. 5024, PG. 429
1 \ \ • a d 6-
1 682 / 681—
J
M
O
100-685 u c
�� � n �. \ • 1 Z a m
N
\ � to •
�� [` \.684.2'
\s \ els82Y' - \ \
663
\ o am I /OW 14+50 15+00 15+50 15+82.07 JOB NO.
3 ���ry,,�'"c
-43+50 D sr �`_ s8a - i- --- ----- + ----i
cb 47652
el � ro0�'a� ���6esr SHEET NO.
Iq It 1 C8.1
L
r
a
00000N
ij
OLDTRALDRIVE
�oN���
a�ooc'3
(VARIABLE WIDTH RIW)
OB. 4556,
v
W v N a
U U
O
P(,, 173
PLANT SCHEDULE
TREES
BOTANICAL NAME
ACE OGL
ACER RUBRUM 'OCTOBER GLORY'
BET CIM
BETULA NIGRA'CULLY IMPROVED' TM
QUE PAL
QUERCUS PALUSTRIS
QUE PHE
QUERCUS PHELLOS
ee� DB. 4038, PG. 704 - - - N o, w w w -0 y
_ 683
OB. 2886, PG, 934
EX
-- +/- 683.00' EX
+/- 683.32' BA m
EX s � � 6 /
683.13' �w /
EX
68 \ \ +/- 683.39'EX
0�
- - - - -682- - - _ - \ \ " T - ° + 683.68' 68 EX / 6�g'
684.34' EX
685. iT 1cP11 EX
68 °/ 5 b 6858= EX686.05' E686.26' \ \EX EX
4 - _ / 687.43' / 688.03' \
83 -
A
\ 1 1 - - - 682_
- 683-
681
1 _ /A \\\\ \ \
81
-cr.?0 I I \ 1`676 p �// \\\\ -_.679 = \_680\
` \ \ \ \
- 681- _ _ �I — -.... \ -� 1 680 ��8 �` -! L -- 1 1 \
IL----1
lw
- FEN es
I I a'w
0
_q1D\
\ 1\ 682
j
co
--- —� -------- s2 _ -------- - ��� 6 — = w
s +_ A _ � FENNEL ROAD
- 8" y(5) ACE OGL_ VARIABLE WIDTH
cc
p y4-it
(PRIVATE) R/W
i H �� �__
�\ DB 5074, IP G 234®
' _ v
1 1 v A 1 v
8a_
�687 I e800
/ �1 ►- _686-
986
1
2� \ 696 •
��1 • ` v �-(7) BET CIM s
rI\ \ 4G � a
co I / — 685 v IS
J N
00
v � �`'� -_ • � ONO
N V A A
6B vQUE PHE
- (7) QUE PAL o
vCb
s�o t � - Og 61• Z NE - 684- - -
vv�8„w� �, 47p4 pG 389 '
\ 1 J
4 o/h
_ aI�am.
\ \I I I
I /
v I \
I 1
I
I I 1 I
I I 1
I I 1
1 I 1
,f-r
CLINT W.
'!i :
IwC?S FFLET
aZ
Lic. N 543ee
mar.
04/26/21 l��
•
lift
^� E
0
� o
N �
N C
> E
w v E
H-vw3
Q U. o 3
p LL
w o m
j V moo Z
w -u O
00
C7(A � (L
w
30V)x U)
w
CJ
i ry Z
m > O
'^ U)
°ry
W M �
00
a �
� H
O
x
C7
0
0
w
w
H
a
Z
O
V1 DATE
0 0412612021
} DRAWN BY
M. RACHNER
• DESIGNED BY
• M. RACHNER
• CHECKED BY
• C. SHIFFLETT
SCALE
1"=20'
•
NWELL LANE u
(PUBLIC) R/W
5024, PG. 429
U
0
W Q
Z z
(D Q
J
w w
J W
Qua
J m U
J Q
~ LL
~ Q
J 5 _J
z < i--i O
U
0 0
JOB NO.
e8°bN 47652
SCALE V=20'
SHEET NO.
0 20' 40' L 1.0
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
PLANT SCHEDULE
TREES
QTY
BOTANICAL NAME
COMMON NAME
MIN. INSTALLED SIZE
ROOT
CANOPY
ACE OGL
5
ACER RUBRUM 'OCTOBER GLORY'
OCTOBER GLORY RED MAPLE
2.5" CAL.
B&B
452SF
BET CIM
7
BETULA NIGRA'CULLY IMPROVED' TM
HERITAGE IMPROVED RIVER BIRCH
2.51, CAL.
B&B
464SF
QUE PAL
7
QUERCUS PALUSTRIS
PIN OAK
2.5" CAL.
B&B
419SF
QUE PHE
9
QUERCUS PHELLOS
WILLOW OAK
2.5" CAL.
B&B
419SF
STREET TREE REQUIREMENTS
* per Sec. 32.7.9.5 of the Albemarle County Code
STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED
ORION LANE F279.7 LF 1 LG TREE PER 50 LF 280.0 / 50 = 5.6x2 = 11.2 12 LG TREES 12 LG TREES
XTFNfIFII
TREE COVER
CALCULATIONS
* per Sec. 32.7.9.8 of the Albemarle County Code
SITE AREA
REQUIREMENT
CALCULATION
REQUIRED QUANTITY
PROVIDED QUANTITY
2.73AC
2.73ACx.1
(GROSS SITE AREA)
10% COVER
= 0.273 AC
11,892 SF
12,212 SF
= 11,891.9 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.
=W
ROOT BALL
12 GAUGE GALVANIZED WIRE
3-2"x2" HARDWOOD STAKES
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
6"SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW -RELEASE
GRANULAR FERTILIZER
1" COMPOST LAYER
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
GENERAL NOTES
PRE -CONSTRUCTION
• CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT
1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE
LOCATED A MINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS.
NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.
• VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO
BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL
BE VERIFIED PRIOR TO BIDDING.
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND
VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND
INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND
REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY
STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT
PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT,
TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
• PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS
AND CONTRACT SPECIFICATIONS.
• SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER
AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED
PER TEST RESULTS TO ENSURE PLANT HEALTH.
CONSTRUCTION/INSTALLATION
• LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS
AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY
CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT
CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK"
• LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND
CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING
THE DESIGNATION OF BOTANICAL AND COMMON NAME.
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING
AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT
INTERFERE WITH SIGHT DISTANCES.
• CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL
DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE
BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS
WHICH AFFECTS THE GUARANTEE.
INSPECTIONS/GUARANTEE
• UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE
CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL
VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD
PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A
FINAL INSPECTION BY THE LANDSCAPE ARCHITECT.
• ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE
FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS
INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS
RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY
OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND
THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE
CONTRACTOR.
• PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR
COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT
OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE
CERTIFICATE OF OCCUPANCY.
• REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
CLINT W. !:
S FFLET a�
Lic. N s43ee ��4'.
04/26/21
•
i 'h'b::: •�''';••
E
z
O
a_
U
U
In
W
0
z
O
N
w
w
Q
DATE
0412612021
DRAWN BY
M. RACHNER
DESIGNED BY
M. RACHNER
CHECKED BY
C. SHIFFLE7T
SCALE
N/A
U
U J
O
Q
LU
Z C)
1 �
LU w Q
Q a LLI
� l.._.
LLJ
J O
J a Z
LL
~\ O
/ n
IJ-I o U
Q 0
� Q
J
r)
J
O
L
H
JOB NO.
47652
SHEET NO.
L2.0