NCC232394_Site Plan or Location Map_20230811

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DEVELOPMENT DATA
Per Alamance County Planning: / /
Front Setback-40' a4 5 9
Side Setback- 10'
Rear Setback-20' p��
PARCEL DATA �, Lzs ee •
Alamance County Tax Information(Per Alamance County GIS) 03 t2� :::
3-17-2022
Parcels Included in this Project: I /.•, i-, -�- Lee ak,, SITE
Parcel Address: 4275 Euless Road,Burlington,NC 2721 5 ,, ,,s-: j - fir{ -'a Lee° . �GGss I399- 100'
Townshl Coble .y /. _ ;�, 0o '•
p: / / _ ur BSB/CDH
GPIN: 8851OI 156 1 ./ / o - :,:z_,.
--_ = P�
Parcel ID: 298 ( ( ( 0 4 >\ • Aa.
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Parcel Areal 53.4 I Acres± Including Right-of-Way(EXISTING) • G • / 6,6,. �\\-� .,•�
5 1.98 Acres±Not IncludingRight-of-Way(EXISTING) t. \ ° �.
9 Y ; �- • o / jai, \, Frances A.Campbell,ETAL
31.92 Acres±Not Including Right-of-Way(PROPOSED LANDFILL PARCEL) \ \ \ , _sue;k \ �, \ D.B. 713,Pg.r
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20.06 Acres±(Proposed Remainder) \ •\ n \ \ ` ° - \ \
Deed Reference: Book 347,Page 85 \7 ° m l �� e ro - A�yv_ L34 us I
\ \ V A 4\ v� t,, oar -�'�a�6 a� )� SCALE:1"2000 Vicinity Map
r FgMM• ��. \ �ro 4te / /
x N. A� c "' Rey, ° e0000/ / - _�S V-, > /v� ue L40 A._..r
CONTRACTORS NOTES . \,_ A rr� - y'� / / '-sue -V 44, / Curee Table
I. The contractor shall verify the location of all existing utilities prior to beginning construction. - -o r - ? v� `� Curve 55ord Bearing 21.9Chor 838.1Radiu Length21.96
\ .% _ \ v ��moo, �'� C1 N 58'07'S7"W 321.90' 4838.17' 321.96'
Locations of existing utilities Shown On the plan are based on the best available 615 Information,but \. C/1 '�_ \ / /\ -f ;.Fu �5'n� '� �� 1 � \ `L �� _ / // C2 N 58'28'26'W 228.90' 3851.33' 228.93'
can only be considered approximate. �. \ ! E�-,jpn,r��o�� Y h _ 5�' -, I C3 N 69'55'25"W 256.19' 566.61' 258.43'
p project gin y prior ginning r', �� ,,z, �� ��� \\` - \5eroa g, C4 N BS23'19'W 246.88' 384.27' 251.85'
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2. NCDENR shall review and approve construction drawings rvor to construction. An conflicts should . _+
be reported to the o ect en eer immediate) for review or to be construction.It shall be sw.crx,s�n •� 1 � � � ��� �� � � � 1 v'v -=�- "Y-'�,,� - - � _
the owner's responsibility to obtain all required approvals,permits,and certifications from agencies "'-' / - ; 1/// �/ � = - A _ _ une/ Line Table Table
governing this work prior to or upon completion of any construction. ws .c c7xe /^ / --� ���� -- ;c --3 = V � ' 7 / Line Bearing Distance Line 95629 Distance
//�_ _ ---:-------------_---------------- -----4§ qd- `9- L1 5554'00'W 182.33' L22 59.56'29 E 46.33'
.3. t shall be the responsibility O{the Owner t0 Obtain all applicable permits,complete testing,and FnBRIC UnpER / / , - c - --_ lZ -34� = 9 L2 6736'25'W 558.70' L23 59.50'30"E 45.55'
inspections,and proper certification that the operations here are in accordance with the approved l LANDFILL SITE - _ � >- -s.°g_ 3 `*\ \ e L3 6t•a'zo'w sass' L24 71'21'2T E 36.46'
plans and specifications. Q/*/ry / p -- F- = S_ \ Michael Shawn Willis LL 4551'34'W 188.80' 125 88'09'O1'E 48.62'
/I _ L5 58'42'28'E 44.11' L26 80'15'31"E 34.04'
G`// p�°// 7 r`,�oV/� ri r�s48o _ _-_ _ _ S `sss \moo, \\ Lon/ / -5`� L6 79'1507"E 82.61' 127 70'24'16"E 64.63'
_ 55;�_- L7 8503'16'E 105.40' L28 70'22'28"E 77.63'
� /s� �/ / `6+i/ -�'-_--_'�- - 362 56H \ O D.B.4216,P9 385 L8 6754'20'E 109.81' L29 76'38'57"E 105.18'
--- \� _ -_'_ \`"'< o \,A.,_ L9 74'30'21'E 92.44' L30 77.49'43"E 43.52'
Jm/ / *E -"/ y - - - � �� - \`� \ L10 6538'34'E 145.63' L31 74'58'40"E 166.44'
FLOOD DATA a"M1 ' h -' -- - >y /i�/ `�+ L11 35'12'27'E 138.22' L32 6749'23"E 167.02'
FEMA Map Information: Portions of the site are located in Zone AE �' /� s ° ob _ ___$ _ __ L12 3544'0T E 182.48' L33 550T5]'E ao.to
Map Numbers:37I0884000L,effective on 11/17/20I7 (. / ,e1¢ ° isX. r / -- --_ - - _� _ \P�`'a u3 2T40'46"E 41.92' L35 86'38'09"E 41.54' CV
-
` �5'76- _ \ i/ S L14 19'20'46'E 76.92' L35 78'44'OB'E 5].54'
_ _ / s. L15 23'36'23'W 23.11' L38 7539'S3"E 51.06'
�/ ,3:/// // m -. _ s i>g, _ _ S\ Sy, L16 BS54'14"W 37.47' L37 69.38'S8"E 44.32' 0
cE. \
Rj / / r•- I - \ \O - --_` - 1•..aY+ = r�'��-- @s /\ .'04 L17 53.11'14'W 47.41' L38 66'48'33"E 41.96'
/ / .// Q/ / �� -5B0i'0 � \ �o F - _ 582 _ - _,_``\l��i h\ / - L18 40.57'25'W 41.76' L39 74'55'48'E 41.14'
/ / / , , / --oFFl6E \ - - - �" ,i\*,\ - �F / \ \1� L19 1751'07'W 121.73' L40 71'24'12"E 29.24' m i
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/ /J/r/�, p Ao'.aq- ♦ \x \\ - 4Y�,,.�, 'i'F\ / •',��E29 L20 1532'S3'W 71.17' L41 6740'61'E 20.14' CU=
f.
Frances A.Campbell,ETAL •/7 ,/ '4 _ - 1 ---- -- --, "B7 :j'�-_ 1 r �`h v � '>a� .1rj Lzt 47.16'31"E 5a.o6' -g
D.B.3713,Pg.996 / // / A� -- + e - - �'�- --_� '� / \ /
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o��,�°a �nr'M9nv, 1 4.62 Acres± /�� �� V v>, 0"^ar a` /, '., G JGs�9
yA "\. 0.41 acres±in �: / / 4� \A �, // : s L
�� a \ Public Right of Way / / �• ,.�r),'pa S \\ N-... \\ ,Sii O EROSION CONTROL LEGEND • 24924 1�
v '' / yE,,/, 53.41 Acres± Total "� °//�� z;
/ °9Right-of-Way \ \ \ %� '� / LIMITS OF DISTURBANCE C 1NE
pry,• 1.42 acres_in Public \sa\ °` �'<Fs \A
Cq _ _® ./ / _' �EULI.S.S RD.) W a\ e2-, // a Property of o o SILT FENCE ///ir D•nn
y \ S John R.Dorsett
Additional Borrow/Waste Note: ' Parcel ID:111298 A \ `-. h a d wfe ...;4„ .
0 /E Alene E.Dorsett --3�3�3, CONSTRUCTION ENTRANCE C-'1939`
If the same person conducts the land-disturbing activity and any related - �,1i ,� u \ eaa "^P\P ,,� \ '.\ /j P.B.59,Pg.5
borrow or waste activity,the related borrow or waste activity shall ., n^1'^'a^'�^�"' \♦ e.2y \ a;`� /5 / -< - DIVERSION DITCH
constitute part of the land-disturbing activity unless the borrow or waste • ae ,,e \\ / z, o
\ \ 40 �\ './ // -///- BAFFLES
activity Is regulated by the Division of Solid Waste Management. If the \ \� '�\
land-disturbing activity and any related borrow or waste activity are not \ P // e�s���.�.��^s
conducted by the same person,they shall be considered separate land \ .\ REMAINDER PROPERTY -N // Ia,e,a SILT FENCE OUTLET(SFO) Q J a
disturbing activities and and must be permitted either through the \ \ c
Sedimentation and Pollution Control Act as a one-use-borrow site or • \ // e,p -TF- TREE FENCE Q IL
through the Mining Act. \. \ w
\ \ \ /y /: '\ ROCK CHECK DAM /
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General Notes: \
William Terry Thornton
I I. All construction methods and materials shall conform to NCDENR Erosion and \ j� \ -' n Q
Control and Alamance County Standard Specifications*Details. It shall be Wllhe Jane Iseley •\-7, `//.S (�
D.B.319,Pg.574 • 22 3 ° J Q
the owner's responsibility to obtain the necessary permits and approvals -\60.p R\ 4\
prior to construction. • 464b add \ O ,,o I
2. Boundary,existing features,and topographic information obtained from a \ Ri96 3 ILI .j
survey prepared by Boswell Surveyors,Inc.,505 East Davis Street, f of,, \ / J
Burlington,North Carolina(Project No.22-1 68-300). \. aY •
3. Existing conditions are shown based on field surveys and best available \ \ 17.60 Acres± Total Site Soils Classification:
Unclassified.• Classification of near surface soils shall
record. Any discrepancies shall be reported to the engineer immediately. Remaining in Parcel ID: I w
\ \ made per owner's geotechnical engineering a
4. Exact size and location of all applicable utilities and easements to be field 111298
verified prior to construction. N� \ I.0 I acres ± in Public Right of recommendations based the evaluation of exposed \ J
5. Projects with a disturbed area greater than I acre will require an Erosion Way subgrade soils.
Control Permit. This project proposes to disturb greater than I acre. \ ' e
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6. Contact the project engineer immediately with any conflicts regarding the \ \ READ THE PLAN Ill Hi design or construction of the project. All field adjustments shall be IT IS THE RESPONSIBILITY OF THE P.; � �
verified by the project engineer prior to construction. </ P-
\ \ FINANCIALLY RESPONSIBLE PARTY TO COMPLY WITH ALL TERMS OF THEao u
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7. Construction and location of sidewalk,slopes,landings,approaches,ramps, APPROVED SEDIMENTATION AND EROSION CONTROL PLAN AND PERMIT P4 °F7
and accessible routes shall be in accordance with the ANSI 2009 handicap \ \ In i�- 4
Code or latest Accessibility Code revision. READ THE PERMIT..III. ��
6. Contractor shall contact project engineer to observe formwork for site \ I �,
curb,concrete sidewalks,and other items as well as string lines or other \ \ CALL BEFORE YOU DIG! ITS THE LAW , vdS
controls prior to the placement of concrete,setting base course stone,or a
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the placement of asphalt. \ c/ \ ULOCO North Carolina One Call Center C.!) a
9. Compaction of fill materials,approval of residual subgrade,soil proof rolls, 1-800-632-4949 12 °
stone placement,and/or other materials testing functions shall be in \ a
accordance with the project geotechnical engineer's guidance, -\
specifications,recommendations,and testing standards. , •\ \ \ OI 2001 4001 W 6
Plan Prepared for: a m
Alamance LCID,LLC I I I I a
3955 Euliss Road \ MB['
Burlington,NC 27215 •
Graphic Scale
Contact:336-516-2227 PRELIMINARY PURPOSES ONLY, NOT APPROVED FOR CONSTRUCTION Scale: I it = 100i z J