NCC213518_NOT Closeout Documents (3)_20220902

MINIMUM BUILDING SETBACKS:
City of Roxboro Zoning: 1-2 - heavy Industrial District
Per City of Roxboro Zoning Ordinance, Section G.5.9:
Front setback - 50 feet
Side setback - 20 feet
Rear setback - 30 feet
PARCEL DATA
Person County Tax Information (Per Person County GIS)
Parcels Included in this Project: 3
Parcel I :
Tax Map t Parcel No: A50 39
PIN: 0904- 1 5-54-4575
Property Address: Old Durham Road, Roxboro, NC 27573
Township: Roxboro
Property Area: 2.48 Acres ± (not Including right-of-way)
Deed Reference: D.B. 187, Pg. G41
Parcel 2:
Tax Map � Parcel No: A50 31
PIN: 0904- 1 5-54-G5G5
Property Address: Old Durham Road, Roxboro, NC 27573
Township: Roxboro
Property Area: 0.50 Acres ± (not including right-of-way)
Deed Reference: D.B. G44, Pg. 455
Parcel 3:
Tax Map * Parcel No: A50 30
PIN: 0904- 1 5-54-7G 19
Property Address: Old Durham Road, Roxboro, NC 27573
Township: Roxboro
Property Area: 0.45 Acres ± (not including right-of-way)
Deed Reference: D.B. 249, Pg, 18
City of Roxboro Zoning: 1-2 - Heavy Industrial District
(Per Person County GIS Zoning Map)
NOTE: Project proposes recombination of the above parcels and further subdivision as shown on plan.
Resulting subject parcel area = 1 12,037 sf ± = 2.59 Acres ± (Including Right -of -Way)
10 1 ,52G sf ± = 2.33 Acres ± (Not Including Right -of -Way)
CONTRACTORS NOTES:
I . The contractor shall verify the location of all exi5tmg utilities prior to beginning construction.
Locations of existing utllltle5 shown on the plan are based on the best available Information, but can
only be con5ldered approximate.
2. The City of Roxboro shall review and approve construction drawings prior to construction. Any
confllct5 Should be reported to the project engineer Immediately for review prior to begin irg
construction. It shall be the owner's responsibility to obtain all required approvals and permlt5 from
agencies governing this work prior to any construction.
3. It shall be the responsibility of the owner to obtain all applicable permlt5, complete te5ting and
111512ectlOn5, and obtain proper certification that the proposed construction was Installed In
accordance with the approved plans and SpeclflcatlOns.
4. All underground utilities are to be mstalled and tested prior to the placement of any base course
stone, concrete (51dewalk5, curbs, slabs, etc.), or pavement.
5. Any fill material Imported Into or exported from the site shall originate from or be disposed Of at a
properly permitted location. All structural fill material and bearing 50115 shall be tested and certified
by the project geotechnical engineer.
G. Cle3nout5 In traffic areas shall be placed m5lde traffic rated mini manholes (typ.)
PAVING SCHEDULE:
Contractor shall coordinate with owner to determine the desired
pavement section and finalize design sections prior to construction.
Minimum stone, asphalt and concrete section thickness' shown hereon
over approved subgrade soils are provided for reference only.
No pavement design was performed to establish these sections.
Final pavement sections should be constructed per owner's geotechnical
engineering recommendations based on the evaluation of exposed
subgrade soils.
Site 50115 Classification:
Unclasslfled. Classification of near surface 50115 shall be made
per owner's geotechnical engineering recommendations based
on the evaluation of exposed subgrade 50115.
Sidewalk Note:
Min. sidewalk thickness = G"
Max. sidewalk longitudinal slope = 5%
Max. sidewalk cross slope = 2%
Sidewalk widths as shown on plan
GENERAL NOTES:
I . All utility installation, construction methods, and materials shall conform to the City
of Roxboro Standard Specifications and Details, North Carolina Erosion and
Sediment Control Practice Standard Speclflcatlons, NCDOT Standard Specifications,
and the NC Plumbing Code.
2. Boundary, topographic, and existing feature information obtained from a survey
prepared by Boswell Surveyors, Inc., Burlington, North Carolina (Job No.
20-346-300).
3. Existing Conditions are shown based on field surveys and best available record at the
time of this plan. Any discrepancies shall be reported to the engineer immediately.
4. Sanitary sewer service is proposed as shown.
5. Water service 15 proposed as shown.
G. Exact size and location of utilities are to be field verified prior to construction.
7. Contact the project engineer immediately with any conflicts regarding the design or
construction of the project. All field adjustments shall be verified by the project
engineer prior to construction.
8. Construction and location of 50ew311<5, slopes, landings, approaches, ramps, and
accessible routes shall be in accordance with the ANSI 2009 Handicap code or
latest Acce556111ty Code revision.
9. Contractor shall contact project engineer to observe formwork for site curb,
concrete 516Iew3lk5, and other items as well as string lines or other controls prior to
the placement of concrete, setting base course stone, or the placement of asphalt.
10. Compaction of fill materials, approval of residual subgrade, 5011 proof rolls, stone
placement, and/or other materials testing functions shall be in accordance with the
project geotechnical engineer's guidance, specifications, recommendations, and
te5ting standards.
Plan Prepared for:
Chadco Builders, LLC
2004-A Anthony Road
Burlington, NC 272 15
Contact: Chad Porterfield - 33G.227.G585
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EIP
5CM ACCESS
MAINTENANCE
EASEMENT - WET
DETENTION BASIN
PROP-
3'W x 21L x 22' Th.
KIPRAP ARMOR
D50= 13", CLASS 'B'
RIP -RAP w/ G oz.
GEOTEXTILE FABRIC
UNDER
AS -BUILT:
Concrete Riser, Trash
Rack, Anti -Vortex
Plates Installed
CONCRETE POND RISER
STRUCTURF AND ALUMINUM
TRASH RACK/ ANTI -VORTEX
PLATES
WITH G" GATE VALVE,
STEPS, It CONCRETE
ANCHOR BLOCK),
SEE POND DETAIL SHEET.
78 LF, 18" RCP O-RING -
FIFE @ .O%
THROUGH
DAM WITH G'
RADIUS ANTISEEP
COLLAR
(SEA
POND DETAIL)
AS -BUILT:
Inv. 653,53'
18" RCP
75.4 LF
FES
INV. OUT:
RROP- I
G53.5
3'W x 12'L x 22' Th.
RIPRAP ARMOR
D50= 13', CLA55 'B'
PIP -RAP w/ G oz.
GEOTEXTILE FABRIC
UNDER
AS -BUILT:
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Curve Table
Curve
Chord Bearing
Chord
Radius
Length
C 1
N 46`30'00" E
318.41 '
492.41 '
324.24'
CURVE TABLE
CURVE
CHORD BEARING
CHORD LENGTH
RADIUS
ARC LENGTH
C2
N 83022' 1 1 " W
83.55'
275. 1 9'
63.67'
C3
N G2033'39" W
73.0 1'
1 2482.G5'
73.0 P
C4
N OG'40'09" W
59.93'
85.82'
G 1 .22'
Parcel C
Property of
Business Development Corporation /
P.B. 18, Pg. 176
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S 74'55'51 " E
4.48'
Owner: PARRISI1 � KONE, INC 6691' /
Tax Map * Parcel No: A50 17 E /
City of Roxboro Zoning: 1-2 �2226 ,,o /
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Invert: C5e.30
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Existing � � O k
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36 PN / 30' WIDE �� � 40 �m
GPLe��� / EMERGENCY AS -BUILT: ^
C'' ���� / SPILLWAY: G58.0 35' Emergency Spillway /
/O1 �� / TKM ARMOR with liner +� /
OLO Proposed (SEE DETAIL) �� O
Property Line
C2 MAIN POOL � /
/ FLOOR: G48.0 dge of EXst ^ry
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EMERGENCY Vv /_ AS -BUILT: 6?
SPILLWAY �O �T�n' >10' Top of Dam 660.0 / O ��
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AS -BUILT: / / •HQ)
FLOOP = Rip Rap Dissipater
V A 5 I .o RP�3'W x O /
3'1N x 12'L x 22" Th.
a� \� KIPRAP ARMOR
D50= 1 3', CLASS 'S' 3 O
RIP -RAP w/ 6 oz. Kim: SQa.zs' •
o� n GEOTEXTILE FABRIC UNDER Invin: ��2.1°' <D
\ Inv Out: SS2.05'
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5" R - DOT. OF SHELF: Rim: CC
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a� .6%%a2 G54.5 / nv out:
GG TYP. ss 1 .7S'
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12' ACCESS GATE, TYP. - I
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NV. OUT: \ O� /
G55.0 PERMANENT DITCH PD- ,
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Existing
Building
ol
5' RCS
AS -BUILT:
Concrete Riser
Rim Elev.= 657,53'
Wier Ele r -
CP Inv. = 654.04'
Orfice Elev.= 655.00'
Inv of Riser = 647.53'
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TOC: GG I .8
INV. IN: G55.7
INV. OUT: G55.5
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RunI 676.21'
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\('_ Ins Oit: 667.9�QN1'
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Grate: 072. l 2'
Inv. SS8.97'
Lucy Garrett Road
SR 1703 60Public
Right of Way
AS -BUILT:
ITEMS LABELED AS -BUILT
ARE AS CONSTRUCTED
12-29-2021
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LUCY CAKREIT ROAD
SCALE: NTS Vicinity Map
SURVEYOR'S LEGEND
O Existing Iron Pipe (EIP)
• New Iron Pipe (NIP)
Property Line
- - - - Adjoiner's Property Line
- Right of Way line
Calculated Point (CP)
PK Nail (Found)
PK Nail (Set)
® Right of Way Monument
A Rock Comer
A Tree Corner
Benchmark
Pc Point of Curvature
PT Point of Tangency
e Centerline
R/W Right of Way
E,t Easement
Sign
MG Curb and Gutter
0/P Carport
c­ Concrete
D/w Driveway
P Porch
sM' Sidewalk
0/11Overhead
U/c Underground
© Sanitary Sewer Manhole (SSMH)
- SS -Sanitary Sewer Line
O Clean Out Plug
0 Storm Drainage Manhole (SDMH)
Wo Curb Inlet (CI)
Catch Basin (CB), Yard Inlet (YI)
Rca Reinforced Concrete Pipe
a"P Corrugated Metal Pipe
Water Meter
D° Water Valve
Fire Hydrant
- W -Water Line
0 Water Manhole
D° Gas Valve
8 Gas Meter
- G -Gas Line
~Overhead Utility Lines
Utility Pole (with Guy Wire)
Light Pole
4 Flood Light
Telephone Manhole
0 Telephone Box
0 Cable Box
W Tree
iti v'�wY1 Woodline
I Charles D. Huffine, PE certify that to the best of my knowledge and belief:
That the design of all stormwater management facilities (also referred to as
BMP) shown hereon will control and treat the runoff from the first one inch of
rain over the total contributing drainage area, that the designs and plans are
sufficient to comply with applicable standards and policies found in the
applicable "stormwater BMP Design Manual" (C-3 DEQ.NC.gov wet pond
1 112012020), and that the designs and plans ensure compliance with the City
of Roxboro's Falls Lake Watershed and NPDES Phase II stormwater Ordinance,
this the 2Gth Day of February, 202 1 .
Roxboro Approval Process Notes:
No construction will be permitted until the following:
I ) Site permitting and required surety approval.
No Certificate of Occupancy will be issued until the following:
1 ) Operations and Maintenance Agreement signed for the stormwater Control
Measure (Wet Detention Basin)
2) stormwater Control Measure access and maintenance easement plat recorded.
3) stormwater Control Measure (Wet Detention Basin) 35-bu11t and final construction
certification are completed.
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 actlVlty shall constitute part of
the land -disturbing activity unless the borrow or waste activity is regulated by
the Division of Solid Waste Management. If the land -disturbing activity and any
related borrow or waste activity are not conducted by the same person, they
shall be considered separate land disturbing activities and must be permitted
either through the Sedimentation and Pollution Control Act as a
one -use -borrow site or through the Mining Act.
CALL BEFORE YOU DIG! ITS THE LAW
ULOCO North Carolina One Call Center
1-800-632-4949
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Graphic Scale
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AS -BUILT
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