NCC240598_Site Plan or Location Map_20240301

I_____ --
415
SITE -
..64-66
4006
C4
ei
,,,z 0 ELECTRONIC MEDIA NOTE
This document originally issued and seaNd by
Matthew A,Callahan,L-4149 on 8-3-23.Electronically
ransmitted drawings shall not be considered a certified document.
___
\ \
____.-----
_ _____ if_
(,)
, 3 1993- 1,14.-,,'eserved
...--" ,
MB
tippAp .--,-‘9-,
7.50'
...
.A*1111111112111krillosurilloppiim
11101010.01,,\.4k Al,
AVID
-- 15' Equestrian Easement I 1010111111°A, ."- 1111111111111111111i_ . N., NICHOLS
a, 41 0 s.
N .DESIGN
40,0 _.....„7.te,... ...A...,
,
VICINTY MAP LOCA NYTCH
At Nib,. '11 ,43,
CURVE ARC LENGTH RADIUS DELTAANGLE CHORD BEARING CHORD LENGTH
\
iggiretr..40.. 57. •''..44,--\., '
„....
C1 477.691 900.001 30.24137. S 32118112.W 472.101
llr.
,40:. r ,..zr) \
&., . „ " „ ...,... ..." , " ,. ,, , 01, .... \, 41W.Alk.:...". ...., ,,...,....„ 1,--=•.- z-4 Se-ittyt,E6&
kl,
7 r .25 Acre,: &I, 3-M3l:lew71cloda:dnic173:.design
)
WirilitS6.71%.U. ,_., 7 V 7,404 /
AP
DEED BOOK 5615,PAGE 37 `....
-1, 110 41 -'
,',' 66621 scl Ft, i.i i '1411/6.--,41 -.."11111141411V4144<
MOORE COUNTY REGISTRY
-9 RATIO OF PRECISION=1/7,500-,
ACREAGE DETERMINED
2 BY COORDINATE METHOD.
12 12 NOT INTENDED TO BE PREPARED
44 0
FOR RECORDATION IN ACCORDANCE =
Ilk . , 67120=2 Acres
ip—
\„,,,
144,41,444, ... 140,
" ',1,7'. '
16
Anderson Nichols Design ,,
1'744 NC Hwy 5
Suite C rg
Aberdeen,NC 25515 5
WITH G.S.47-30AS AMENDED.
\I\•.r 1,114.i1/4„._ 910-215-1101 -P.
lit UNLESS OTHERWISE DENOTED, ...•lekl*-- I, '' &Ili" . N --. ,I/, ,I, 41/,,..
Anderson Nichols Design andlor David A 2
1 11 =EXISTING IRON STAKE t.5 ' ''' '' ''' ,. Nichols assumes no liability for any hems 7.
constructed from this plan.It Is Me .
=EXISTING CONCRETE •• NT ' ' EN41,#' ''' , ,I, responsibility of the purchaser to perform the g
following tows beginning actual construction N
=SET CONCRETE MONUMENT
A =SET 1/2"IRON STAKE)
g x=CALCULATED POINT
6 =POWER SERVICE STUB
= =SEWER SERVICE STUB
k =TELEPHONE SERVICE ST 1
A =CABLE TV SERVICE B '‘.. .,(9. 570,,.
<C\
.*..
Dimensions prior to proceeding with ,
construction.
2,Contractor rnust verify compliance with all E
local building codes in two...swots. ,t
,,p,ans:Incr.:::tto he constructed.
ocetions only;engineering
oomsoole incorporate actual site T.
conditions
c 11Ce an'g to's ni nrnt ri st pb re nrtrgdu e'l I f imead'D'et lagnn'e r. ;
=WATER METER Architect.Contractor.or Structural Engineer .
=FIRE HYDRANT
0 ----.-.46,•41r ., should attempt modifications.as even minor ..3
changes in one arse of the house could lead to en
major problems in another eree The designers ...:
=SANITARY SEWER MANHOLE Nom wow onwoen to ensure that these 0
drawings meet or....a all state and local ri
4 codes.
=UTILITY POLE LEGEND ,
Drawings and Specifications as instruments of 2
EIP=EXISITNG IRON PIPE lIIlIIIIIr4j
if
Iip ....•••are and oson remain ow pmperty of l'
Anderson 2 80 120 180
EPK=EXISITNG PK NAIL
',,tf''.7,,i,',N, Concrete Driveway Nichols Design whether the project br which O.
they are intended is exeCuted or not and may ....
NPK=NEW PK NAIL not be used on o.er projects or extensionstof ..?
this project except by written agreement wl h a.
rA Stone Driveway the design fi
Parcel DO 20050277
Zoned"RA" 1.:
"wooded" Co )Buried Propane Tank
3'
Setbacks per Moore County Zoning re
,...__
tit HVAL unit OMer Erosion and Sediment Control Considerations
Front=40' •IdlnImIze or elmnete constmcbon areas 0,3.1 to streams.wee.,end storm
Side=15' .• onstruction drelnepe lectures This should Pe consistent with stream buffer regAernenls. i 2 :q1RI
Rear=30'
z..../01' ,,,---'`-,._.Final Grade Sequence •Monitor wealher frost.reinrag 1,10.field:up...ism and Inspector? t LI, s 0) LI/ i7.3 ..,
Contours based on OL1/0 ' ata
vl ====•••721,===O•=7••"'
2 . Y
Nr° Silt Fence
.01" ,_..i.,,— ' .-4,.._,Ailh....._4066416
De U,1,,,On An appropriately scheduled construe.sequence will reduce erosion and sedIrnent nhilesiderations fc.iel on a constmcbon shoo Construction seguenong should be noted in Ina.
Clearing Limits Stonnweler Pollueon Prev.on Plan At e mlnImum.construction seguencIng schedules
should cornider Me following,
al.:Ee4HIE nnanESFEritEriF":=n''"unZ•Pnncipal deve.pment activIties
422 •W....astir.should Pe Instaled before other aeliviees are started
itint'all=Iren=====eWo'n=7:nt,or 1 M 4
p..
_...-------------
411111111111h. rT:e,,,t'l.. itttligng coatetwt.lonsbr co...ectvides
Schedule Consideration
with Ore.,.Nm0ererY vele..
Sediment traps end barriers.e...Saps.Al—lrtrutr-i1,7-=,..
sediment Woos.outlet protectIon rztd== "2 - greding operetlons.times other Olen wnter or sprIng when practical
incotperaN ma.....a melMenence of eroslon control Iterne end soli sNhIllzetlon
trenching so the lengM of oper.cuts is minimized
Common Tunes of Schedules 0 .
1 List alt ildhiduci tasks and events.Anc.and intemmnect Me tasks and events ,!'w, :
!—":grd:877:::=',hemno,—,—,,.. .,,
..- : :
411111P,Alli.... ,
....., .--,., % . • '''' '.41111110r, Install key prackes after installing prinelpel
.1
/' '' / ••••r',,.., Ir=tr:g= n=rn==vrrtm,--
i.
423( ....., 0
..
OM
If necessary.NehIllze stream banks es soon es necesury taoks along Mew,
3 Analyze ways to iroprove Me schedule or to troubleshoot possible delays Slad.
SC 25,,'' ,Ce
1111111,.. Runoll conveyance system.stabilize posehle,and Install a prhdpal runoff eme bre,Msk is defined as the amount of dme Mal the task een I.delayed
wIdlout becoming pee of Meat.path wwwo New srorwa os A9bo
0 ,'' Z)-0, , •-, iriet and outlet pots.,slope drains measures.Install.remainder.the systems
Implement major clearing and gradIng after Milestone Chen:
1.Llet all Atl,olduelNeks end even.A 0,e order in.1.they occur M.N.. g
(I/ '........ ./ Co 4'' 1
,' ..- .
-.....„........:_. his is a 1-laIN Zone and all areas rtn.........."1.:747... n,.....,d,ng.....Clear beam
o'ntufNr'PacreTfot'mprense'drrilr. 2 EstmeN the time end manpower required to complete each task
'to
, / not actively being worked must c o. . / 4.. , , 'r Ilt, ...,
( 0 ';""414111\
have groundcover within '7 days. '(7, i 7, g/ 8
'`-z.r,r""", Permanent groundcover/ i / Finished First Floor'I/ ,26, 425. N'\—Buried Propane Tank 0 c i
424' / established within 60 days of . .
/ \
// / i ,,,,,..„ completion of any phase of work. 2 z L,L,' <-- Lt-• 1
/
/ 7 lirillarliF 1 z/ 4 ;r/ '00/46
ri 2 E
/ Z 0 a)0 •= ru I
—.8,...5„ EiiialiFEE.7,517S7S7E5iF.L. 70 z 3 7' m 'C'
// AM*. /
/ /
0 Op ional Gravel Drive Construcdon Activity Schedule Consideration
,,..,,,,,,,,..,APplytemporewrmenent7= 5 4,:,
cu < 0
co 423' 1
1
/
‘,....s...... 41011), ,',11// / /7 .4,411114,4 Addition 1c100 mrigrng-.... ====:-.=..dr"
delayed EPA Office of Wastewater Management.0WM,AprIlOg.2007'Netlonel Menu of c .t_.
.f.... trmwater B.MenegementErecdoes.SWIM e.,.
..- .426 ==.-----./
IIIIIIIIIIIIhk. needed.
4\-----x„ Landscaping and final stelsIllzetIon. This is the lest consInctlon phase Stabil.all Knoxville BIAP Manual.111wwxci knorvilletn uNengineennOmp_manual.
i., 1 ,IP‘b topsolling.trees end shrubs. open aness.Including borrow end spoll areas.
...seeding mulching. end remove and Nepilke ell.poreryanirol
/ a
ilietd" %
% 426'
lib' , . . pa mthat cuslco rd 1
'... \\*4 ioriiith:eri.se ZI:cour:47:,,,FS,:r,,,..4:rtt7.:ori,FIFE=S-: 1 i
4
,. •-„,.\ , 1
% i \ .
A\ lon and smcommul
...Imre...
/ o '26 ‘,,74,...isi __,...7agiumitia..._ ....._ 340'-1" Clear in Limits
,,
-....... ,
6...,
... .. , 1 ineMlie Nabilized constructon entrance and ex11
1 , ...,;1115F<IMAriAWF:tilillillWrr
AL 2 Flag and marl.the project houndedes Rag Me construction huller zones. N
" I "±.„,,,,,, teo,. 55 665 5q,. Ft. sediment traps or basins.constructIon storage areas,and ornent travel lanes '4
c 4 4,4•4•1,40,,,••,,, ,
426' , ';' ,W.V•4,1„prei&m, ,i, , ao needed 0 ..j
14,:a.,5VA,,.1.4tr,',,..0407 /IF' . 5 Excavate a,taw sedenent traps or sediment hems For most mall
f\ sc, 4111111%14' 7.111"11,101‘1441 .17.1 .3>)' i
\ 4114.00igt.
X/111P// / 6 turf reInfomement mats.
'FedIngenedrtt rM1e:ete:Ist5rbe'd'7 ca'realnd"rpmit=d7.1M'peestEidnh.ritnh'72Erry:sai W 7 CC: ::Ij— : :
N1,, N1,, \\ WIRIldtil0A%
,,,v,9F,-,,,•--' 1034 Sq,. Ft. /7 sig • •
Si/t/„. o A system of rouOne inspections br ens.end sodlment coned throughout the a)a3 CO 2 c 0 a .2
, ., ., ,,, --S7/E_ r''''''' rTel,... \ r.ca.n,strlaanto 00,,p4e.se,natIlua.rtopnla=zentloc:.11 loonwater,,atrn:44..i ela
72 • a) T L'' , 2 z1
C?ncrere----- 'ice_.. , . .
F.• / 22--s2- °- 0(9 :
cornplalnts of eroslon or sediment anywhere NI...Program Area
SITE SURVEY-FCR' NI, NI, NI, 1,.
426/ CONSTRUCTION -""=8:-- --n...-,-,..r.sr•- . 0= a) cl) .
LOT NO.9 Silt/P ENTRY b aco 0 . cts t
Tara L. Kuhn ...
. ..
Qs
,nce y 2 63 2 13 0 i
... ,.. ---_,,,,,,.
6, ,./ -___
...\ Impervious oats a 2)-
I, 'o,
/
4 N.e,
0
z .
Meadows in the Sandhills .
' trebijne'" -a" - "
/ Residence 5/05 Sq.Ft. ; ; w ;
SANDHILLS TOWNSHIP,MOORE COUNTY, ,,,,,,.,„4„,
)/////
Gravel Drive 1054 Sq.Ft.
,,,-;:(1). 'i• 1
N..7,.5 Cont.Pad 165 Sq.Ft. I
NORTH CAROLINA .. ...., Existing Drive 151/Sq.Ft. :tle Nk4'#4 s* i" 20' 0"
AUGUST 3,2023-*-SCALE 1"=40' FENCE i5
MATTHEW A.CALLAHAN SURVEYING ,I, Total Impervious -7,519 Sq.Ft. if Sifigla ‘t-14
:
05050
P.O.BOX 938,VASS,N.C. nith Optional Drive 1100 Sq.Ft. :,•*COPYRIGHT PROTECTION 4
[phone] ,I,
/ 6
1. .1,FEEE.F.c.nier skif C-1 2
/ A Total Impervious 1,419 Sq.Ft.
\,1t, s,,,,<,"
/ Lot Contains 446,490 Sq.Ft ..t a' of
SEA of
/ Impervious Area= 166%Of Lot "..__La....... 1
/
--..1..