NCC243538_Site Plan or Location Map_20241115

588 + 0 1998-2018 All Rights Reserved
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REFERENCE: nab.re th
DEED BOOK 6040,PAGE 586 CURVE ARC LENGTH RADIUS DELTAANGLE CHORD BEARING CHORD LENGTH IM p0
DEED BOOK 5958,PAGE 487 C1 136.76' 351.99' 22°15'40' S 58°13'27'E 135.9R FRONT VIEW
PLAT CABINET 20,SLIDE 35 C2 45.50' 30.00' 88°53'42' S 01°49'59'E 41.26 II
C3 42.82' 452.89' S'25U3' S 38°58'27'W 02.81' //\�
MOORE COUNTY REGISTRY ,,Y°'r� L am.a�w / ' 984
ILINE BEARING DISTANCE ���.4,1
RATIO OF PRECISION=1I10,000+ L1 545.34'S8"E ].93' I 4010 O NOT TO SCALE pryne / \ M
ACREAGE DETERMINED =SILT FENCE I SILT FENCE OUTLET I •
�ti a• / \ Y'"e" 'f am'oE
RS
BY COORDINATE METHOD. le �b i 4P.
/�PINE TREE IO'AND LARGER / G-Mail:David®davidnichols.design '
UNLESS OTHERWISE DENOTED,
=EXISTING IRON STAKE Z
=EXISTING CONCRETE MONUMENT / David A.Nichols ,
=SET CONCRETE MONUMENT / Anderson Nichols Design=a
=SET ULIRONSTAKE /D26.9023q.Ft. 0^' 1'144 NC Hwy 5 m
x=CALCULATED POINT 8'max.standard siren ih fabric with wire fence " Suite C rg
=POWER SERVICE STUB 11 9
=SEWER SERVICE STUB 6"maz.extra Strength fabric without wire fence / _ Aberdeen,NC 25315 5
=TELEPHONE SERVICE STUB / ;- - 910-215-9901 s
=CABLE N SERVICE STUB
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=WATER METER T Andereon Nichols assumesDesign
dlor David
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=FIRE WATER METER Steel � - I // SB2 constructedresp m u
=SANITARY SEWER MANHOLE past _ 581 �s%O' / w. All '
=UTILITY POLE ittiiiiiiiiiiiiiiiit
// /_.„ Ntoi,nensl ilder or contractor must"�nc
Plastic or 5-f9' 1 }
- e ties 21 co construction.
EIP-EXISITNG 1"IRON PIPE
.•• / /� / ce the 3
' wire / �
EPK=NEWPK NAIL
NAIL -" / / a� / //i /. / �� S. , home is to he constructed.
NPK=NEW PK NAIL C.i✓< / / /h// /// // \�' \ \ Fe i \ 1 IS
_
EIS=EXISITNG VT IRON STAKE Wire 18 24 / / / ,,,/ / //5,9'-6�\ j \ h��,� �� a..4.
fence 1'. 444� / ,/ /i \\, ,9.3\ -s-1e1 I i I I I I I I I I I I II 1 changesthisplan.only- gngany
NOTICE Thisproperty is located within a Public Water Supply Watershed \ Natural / / �V0 / /381 / / nee 41
'' v / tact ce eng puNified °...
-Des batons MayAaply round "� 582/" / �Q hem a.mmm • •.^m near
8.
Basin.Lumber 9 Richard&Merideth Gash Q /\ / /I' \ \ changes In n an a lead to en
Stream:Drowning seek O / / •`� / / \ \ m.la:I.ab ems n
Type.ws41p K/ DR 4730 P 362 fiu� �///4f\5'19" / \ a.aw ,g. .,,another designers _
9 \ //J//„_ \\\ \ [.inns li^.a..ma mw.
— Zoned"GC-St." X / �%/ // p 5,9'-6 J> \ / } maims. an.z^ ace
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t 8"do &4'9 �' \ / /i 80'/ • �' < -S-I .'w..r:`....�e Specifications
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forward son �J�� 1 /
ELECTRONIC MEDIA NOTE 24" Th¢trench e/%// /� /I. ,/ \\\ \ \\ \ 0 has Design whether the project.which
Filter s 5'19'-6" / } intended is executed" -
Thisdomimento,Igmally issued and sealed by v fabric '� / 111r552� / �l ��'/ / w•-a•\- �5-19' \ \ ear�ae Propane Tank µiti:.aemmhwg.eiede ar.c'tt�.o;w _
Matthew A Callahan.L-4149 On 10-0,23.eiedroniwll y / �,9'-', /� / \ \ \ / -- this project azcept by vnmenagreamant with `r
transmitted drawings shall not be considered a certified document. / `. 55,142.7$F / / / I/ \ / \ \ th.4.aign. ;
/\ / / ,/ \\\ Residence/ n // 1 1 \ sl6 ipr.
a
/ Finished First Foor / K
Disturbed Area
� 1.27Acres / / / /i / I \I \ ��, -// �v,9o�sq,Ft.re � / / / \I y1 E A 'h 1,1
Cross-Section / a / N
View / /I /(8,9'-6 8,9 %/ / // E W
Filter /
/ I '` / 516 // / N z O _
/ / I A / s"-4"// /- 5l-
Steel fabric Backfill trench Natural I58;' I l9'\� / / \ '' / I./ I I o> .m
post horou compact
round / \ I �-\ / � '/" --/ / 5��/ / — — edge of pavement/ Q ;a �, e Z 9
.. ., .,.•thoroughly S / s-O \F\ / /,.. 5,9'-4"/ 5l9' ///AC UN /75/ �/ / / // /-
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..:,"t�n�,'e .•, min —� \ / / / \\\ ' S9,, 5,e /� // (�� /// / cheek Dam Outletnce Z U Y E G Q g`
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:;/...::::::'.,.. N�`L '.a' /\ s----- ( xn 5'19 31 t /// // /' / &0 �' m,°�n f° $
/ /\ \ \ 3895 PFt \\ ✓/.I j / / Check Dam/ �J — o o a ' PE
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Figure 6.62a Installation detail of a sediment fence. / Gt� \ \ 1 S Q yt}µ ,1, 1'\_' ,�,�j // 5�5•/ // / p'`•.6`t'�
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\ II /� —�/ // ' / / Diversion/ //Q/C� 0 0• N C 1O C L.1 -
1 1 sr' (/ Berm �w -ant Fence } Buried Propane Tank ° a o m
EIP- "' Disturb dArea I� I \ - / � - / / /�J outlet Z E w -
e
2e,902 Sq.R. " 1 i/ / / ``V' Concrete -O N o m F
\ �/ /\ OP# I \ check Dam \J. / •z/ �/ / Qv / / Driveway y Fs,
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/ Q� Silt Pence 8.
8.
S,� Disturbed �_
cheek cam _ / Area a11
\ ryCe I /• /,gilt Pence o a _
I I // ' / outlet _- Final Grade
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\ \I/ I edge of pavement check Dam 71
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/ /\ /\ /*4516./ sis' si �'� + - silt Fence
E i \ S,5 5 4' / ^ �' Outlet _
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NB3,�, \ 18"metal culvert m Z N �, is
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Richard&Katherine Hoffert /\ /\ / fin GD en—I 0- 0 .
DB 5264 Pg 164 "\ / Q',P mC 013 0
Zoned"GC-St." + t0 tf1'E w N
SITE SURVEY FOR
Jeffrey Namy / "'•a L
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O J E
&WIFE Z t�to 9
Elizabeth Namy o z
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NEW LOT NO.5446R Seven Lakes West - —1 = n
Lots 5445&5446 Pinevalley Section } / ,NNBU +•e.e a I 3
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MINERAL SPRINGS TWP,MOORE COUNTY, "kc 6ce1.
NORTHCARO'- -i 0" Er // .1 i5
SCALE:1"=15 0" m a. Na.
MATTHEW A.CALLAHAN SURVEYING / / e
P.O.BOX 938,VASS,N.C.
[phone] / #COPYRIGHT PROTECTION IV; C-1
0 20 40 60 ofIVIPF Sir
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