NCC211925_Site Plan or Location Map_20210331

MINIMUM BUILDING SETBACKS
Per City of Mebane UDO, Article 4:
Front Setback - 40'
Side Setback - O' or 5'
Rear Setback - 30'
City of Mebane Zoning: B-2 General BU51nC55
PARCEL DATA
Alamance County Tax Information
PIN Information: 98148G 1 392
Parcel ID: I G45G3
City of Mebane Zoning: B-2
Parcel Address: S NC Hwy I 19, Mebane, NC
(Unaddressed)
Township: Melville
Parcel Owner: PT Greenland, LLC
Deed Reference: Book 3 174, Page 29G
Plat Reference: Book G I , Page 17
BROOKhOLLOW TOWNHOUSES HOA, INC
GPIN: 98147G8588 1
CITY OF MEBANE / \
ZONING: R-8 /
USE: TOWNHOMES
0.
Edge o{ 0 /
/
/ Top: 685.34'
Inv. 2.29�
5
N �6� B •
10.00 5
C.B. �
Top: 686.95'
Inv. 683.27'
Inv. Out: 684.10'
EROSION CONTROL NOTES:
Proposed Disturbed Area = 1.42 Ac. ± (G 1,932 5f)
I . Limlts of Disturbance shall be property lines, silt fencing, temporary diver5lon
ditches or as shown on plan.
2. In areas where the property boundary, disturbance limits, and/or silt fencing are
parallel and overlap, lines are offset to provide clarity.
3. This site proposes to dl5turb greater than one acre. An er05lon and sedimentation
control permit 15 required for disturbed areas of one acre or more. Any material
imported to the site or exported from the site shall originate or be disposed of at
a properly permitted site.
4. Additional er05lon control measures will be installed during construction in order to
control erosion if deemed necessary by on -site in5pectlon.
5. All er05lon control measures shall be Inspected once every 7 calendar days or after
a rainfall event having precipitation grater than 1 /2 inch in any 24 hour period. The
in5pectlon shall be documented in writing, and damaged or ineffective measures be
repaired or replaced 015 needed.
G. A 5elf-in5pectlon must be made of the project after each phase and documented in
writing. This self Inspection will be performed in addition to the NPDES self
monitoring report required by the General Permit as described above.
7. All er05lon and 5edlment control devices shall be properly maintained during all
phases of construction until the completion of all construction actlVltles and / or
contributing areas have been stablllZed. Existing measures may require adjustment
or modification and additional control measures may be required in order to control
er05lon and/Or off -site sedimentation if determined necessary by on site in5pectlon.
SAMUEL J PARKER III
LEIGH H PARKER
GPIN: 98 148GO345
CITY OF MEBANE
ZONING: 15-2(CD)
USE: OFFICE
CONTRACTORS NOTES:
I . The contractor shall verify the location of all existing utilities prior to beginning
construction. Locations of existing utIlltle5 shown on the plan are based on the
best available information, but can only be considered approximate.
2. The City of Mebane shall review and approve construction drawings prior to
construction. Any confllct5 should be reported to the project engineer immediately
for review prior to beginning construction. It shall be the owner's re5pon5lblllty to
obtain all required approvals and permlt5 from agencle5 governing this work prior to
any COn5trUction.
3. Construction and location of Sidewalk, slopes, landing5, approaches, ramps, and
acce551ble routes shall be in accordance with the AN51 2009 handicap Code or
latest Accessibility Code revision or applicable PROWAG standards.
4. Contractor shall contact project engineer to observe formwork for site curb,
concrete Sidewalks, and other Items a5 well a5 string lines or other controls prior
to the placement of concrete, setting base course stone, or the placement of
asphalt.
Additional Borrow / Waste Note:
If the same person conducts the land -disturbing activity and any related borrow or waste
activity, the related borrow or waste activity shall constitute part of the land -disturbing activity
unless the borrow or waste activity 15 regulated by the Division of Solid Waste Management. If
the land-dl5turbing activity and any related borrow or waste activity are not conducted by the
same person, they shall be considered separate land di5turbing actlVltle5 and must be
permitted either through the Sedimentation and Pollution Control Act 015 a one -use -borrow site
or through the Mining Act.
General Notes:
I . All construction methods and materials shall conform to the NCDOT, NCDENR Erosion
Control, City of Mebane Standard 5pecification5 * Deta115, and the NC Plumbing Code.
2. Boundary, topographic data, and ex15ting feature information obtained from a survey
prepared by Boswell Surveyors, Inc. Burlington, North Carolina (Job Number:
20-2 10-300).
3. Water service 15 proposed via a 2" tie to ex15ting water main 35 shown on the plan.
4. Sanitary sewer service 15 proposed via a 4" tie to ex15tin6j sanitary sewer 5uwer service
stub a5 shown on the plan.
5. New connections to the City water and/or City sanitary sewer system shall be done by
licensed contractors with public utility licenses.
G. The contractor shall meet with the public works department prior to making any
connections to the City water and/or City sanitary sewer systems to review installation
procedures.
7. Exact 51Ze and location of all applicable utIlltle5 and easements to be field verified prior
to construction.
8. Contact the project engineer immediately with any confllct5 regarding the de51cjn or
construction of the project. All field adJu5tment5 shall be verified by the project
engineer prior to construction.
9. Construction and location of sidewalk, 510pe5, landings, approaches, ramps, and
acCeS,51ble routes shall be in accordance with the ANSI 2009 Handicap Code or latest
AcceS,51bility Code reVl51on or applicable PROWAG standards.
10. Contractor shall contact project engineer to observe formwork for 51te curb, concrete
sidewalks, and other Items a5 well a5 string lines or other controls prior to the
placement of concrete, setting base course stone, or the placement of asphalt.
I I . Compaction of fill materials, approval of residual 5ubgrade, Soil proof rolls, stone
placement, and/or other materials testing functions shall be in accordance with the
project geotechnical engineer's guldance, specifications, recommendations, and testing
standards.
Plan Prepared for:
PT Greenland LLC
I G48 Memorial Drive
Burlington, NC 272 15
final Mai \\ \\ oo00
Division of � \ \\ \\ I I
Property of �.
WCL One, LLC
P.B. 50 PG. 46 \
o�
I�IA� 1
I \ III ��•�0 c'
I
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KEYSTONE AT MEBANE OAKS LLC Z
GPIN: 981465 17 1 G
CITY OF MEBANE
ZONING: R-G
USE: APARTMENTS
z I
0' \ u
Final
Recombination
Plat of
Keystone at Mebane Oaks
Phase 1 A * A
P.B. 80 PG. 184
'g(y)
l�v /
/
101s \ `�
00 t)IIII
FY 'NO� / / F`
\ \ le / \
/s64, \ nt�� 11
\ J 66, "� °
\� \A�0+ r
F °
\ ♦ (S � 5' WIDE TOP OF
�VD DAM E EV. G74.0
orb
/ I
❑ \ SILT FENCE, TYP.
o ; \ \ \ fter WV
SILT FENCE
OUTLET, SFO
/ (TYP.) /
DIVERSION DIKE f 4' MIN ISLAND OVER INLET
HOLD-DOWN STAKES ;'*1.5' MIN
INLET
10' SPACING I
PLASTIC
CORRUGATED
PIPE 1 =I
(See Erosion Control Plan for Pipe Size)
TOP OF
HAND -COMPACTED
r� FILL (ISLAND)
STABILIZE _I I 0.5' min
OUTLET e I I TOP IZYMIN
4' min
DIVERSI
NATURAL GROUND 1.5' MIN ; 3.1
-II,-r�r=r G i s
4' MIN I DIVERSION CHANNEL
LEVEL S ECTIN
DATE REVISED SCALE DETAIL
NOT TO SCALE
(F) CROSS SECTION OF TEMPORARY SLOPE DRAIN
4op: 667.68'
(�` 1 /
/9 Inv. In: 660.8�'
Inv. Out: 69.83'
so��c9L
� 2� �gPo
J /
5' IDE
SPI LWAY
� � ELF'✓.
Sto�ie and
Embankment
Ma eriais per
SI pe Drain
/ / / ❑ D8tail, Typ.
07
Q /
sa
CIO 9 A
UJ
/ / a
DIVERSION DITCH SCHEDULE
o �r
0 U) CO
5 5 (H 5T1Z�E� SITE 7��
GAMMON >VN ° 7
�GV
0
I NT. 40 / 85
<-- TO BURUNGTON
Vicinity Map SCALE: 1 " = 2000'
DITCH
WIDTH (ft)
DEPTH (ft)
Q25 (Cfs)
SLOPE (%)
VELOCITY (fps)
FLOW DEPTH
(ft)
SHEAR STRESS
(psf)
LINER
PERMISSABLE
SHEAR STRESS
(psf)
SAFETY
FACTOR
TD-1
2.00
1.00
2.4
1.02%
1.89
0.44
0.28
NAG - S75 (or equivalent)
1.60
5.72
TD-2
2.00
1.00
1.4
4.67%
4.24
1 0.35
1 1.01
1 NAG - S75 (or equivalent)
1 1.60
1.59
Line Table
Line
BearingDistance
L1
S 75'30'20" E
23.12'
L2
S 28' 13'56" E
21.80'
L3
S 16" 14'07" E
16.30'
Curve Table
Curve
Chord BearingChord
Radius
Length
C1
S 52'36'25" E
126.53'
220.00'
128.35'
TSB-1
Skimmer Sediment Basin
Basin: 1
Drainage Area = 1.42 ac
Q25 = 0.45 x 1.42 ac. x 8.20
in/hr = 5.25 cfs
Required
Proposed P_ 671.0
Surface Area:
1,705 sf
1,747 sf
Volume:
2,559 cf
2,691 cf
Length:
N/A
SEE PLAN
Width:
N/A
SEE PLAN
Normal Pool Depth:
2 ft
2 ft
Floor Elevation:
N/A
669.0
Weir Elevation:
N/A
672.0
Weir Width:
4.9 ft
5.0 ft
Dam Elevation:
N/A
674.0
Skimmer:
1.5 in
1.5 in
Orifice:
r = 0.5 in, dia = 1.1 in
r = 0.5 in, dia = 1.1 in
NEW STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES SLOPES
HIGH QUALITY
7 DAYS
NONE
WATER (HOW) ZONES
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN
LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPE GREATER
THAN 50' IN LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE, EXCEPT FOR PERIMETERS
SLOPES FLATTER THAN 4:1
AND HQW ZONES
final Plat
Division of Lot No. 9
co
5ectlon One
� e / // / / / // / t, -
e Mebane Oaks Marketplace
P. B. 64 PG. 301
o Wv
N Q� G\,O��O GOB O
OWNER
►' o� �GJ��� e��������G G � / / � / 9////// // MGPAN:E98E48G5075 C
CITY OF MEBANE
ZONING: B-2
USE: SHOPPING CENTER
Ile
/ / I
o% CSC / / ��c
/
�Xs�'
0
SURVEYOR'S LEGEND
NIP (New Iron Pipe)
Q
EIP (Existing Iron Pipe)
Water Valve
®
Man Hole
®
Yard Inlet (Y.I.) Catch Basin (C.B.)
0
Clean Out (CO)
�X
Fire Hydrant
Calculated Point
EROSION CONTROL LEGEND
LIMITS OF DISTURBANCE
o
SILT FENCE
CONSTRUCTION ENTRANCE
DIVERSION DITCH
SILT FENCE OUTLET (SFO)
TF
TREE FENCE
B
INLET PROTECTION
C�
RIP RAP OUTLET PROTECTION
Site 5oi15 CIa55ification:
Uncla55ified. CIa55ification of near surface 5oi15 shall be
made per Owner's geotechnical engineering
recommendations based on the evaluation of exposed
5ubgrade 50115.
CALL BEFORE YOU DIG! IT5 THE LAW
ULOCO North Carolina One Call Center
1-800-632-4949
0' 40' 801
Graphic Scale
Scale: I i' = 20'
a
I
Z
8-24-20
'1 = 201
5CAL-
BSB/CDH
DRAWN IN THE U S A B"
REVISIONS
TRC - 1-1 2-202 1
2-24-2021 NCDENR
COMMENTS
3-10-2021 NCDENR
COMMENTS
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