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Home My WebLink AboutNCC240552_Site Plan or Location Map_20240228 Q� , ®fuse-post Au lei.its Ice rvea ,10 / I certify that this map was drawn under my supervision from an actual survey 0 0/ made under my supervision;that the boundaries not surveyed are indicated as as z' `_e drawn from information shown hereon;that the ratio of precision or positional N y '°•,, .' E accuracy is 1/10,000+;and that this map meets the requirements of The N day a / W� D _ -, / o nF j �� Standards of Practice for Land Surveying in North Carolina(21 NCAC 56.1600). NNN N, `\ m \ Further: �„ 308 Q iiii 1 i '` .�p.," hereby certify that the premises shown&described hereon,do not lie 3aQ _.in a F.E.M.A.designated 100 year flood plain area. \ 44P . ' ' *It �, .� REFERENCE: ,{6, PLAT CAB.14,SL.716-717 'L - DEED BOOK 5301,PAGE 276 ash '19 "�[ MOORE COUNTY REGISTRY 71 3S0 L" ,M / _ ACREAGECOORDINATE METH J "`54 '� a� \ ' foe •�� , BY COORDINATE METHOD. \ �� 4 O 3S .DESIGN NOT INTENDED TO BE PREPAREDFOR aag $' V�7 VV �•� �•,, ' ' _.� ill FUR. WITH G SO4D301AS AMENDED. ON IN DANCE �3ej .,� /jfj1 N 3Sz asp 0„ '� ''7� , -r.1 W CORPORATE LICENSE NO.C-1987 It...,,, ,,„.. . � 3 1 S'-- ,' S.R.SHEFFIELD,PLS NO.1365 st ItP. —r—�— \ - I. FF a 64' lir I ('la r r DATE MARCH 28,2023 \ '�aa Lower revel®ass 352 J /L L > -� r 1*61 4 \ � / \ HOMES _ \ \� +ti:� � 303 (910)638 3340 L—O C AT I O N C h< C � I I \ ��, I e-mail:Gevia®aevianiohols.aesiyN i THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY \ o. David A.Nichols % Anderson Nichols Design= MARCH 28,2023 .1a`>,'a'z .., rs ass sq. 9 UNLESS OTHERWISE DENOTED, S.R.SHEFFIELD,PLS NO.1365, ON a ww FF® ez ubormy umiee 1 r44 NG Hwy 5Tg THIS MEDIA SHOULD NOT BE CONSIDERED A CERTIFIED DOCUMENT. \ 38g \ .;rq M Suite C • =EXISTING IRON STAKE �y' a r N. .w•r.�wY 51%'7""-•M'" =EXISTING CONCRETE MONUMENT sa bei a"w�k6�a1'�.�•==r AberdBen,NG 28315 .z the g =SET CONCRETE MONUMENT �IpO \ Lk a� _ 910-215-9901 =SET IRON STAKE na88ee=mBs o.a�s"."foam„.a. w =SQUARE FOOTAGE •—. ." cn.a„o.w+,."ae,Co,"nwm wmRo.airvmw,.n, 46, •s_ - \Q ,3sv '� /G ;�.ieimvamr:purchaser 'bility for aw wr°�nny a =UTILITY POLE -\ , a \ following o„uaeero�oeoacto•m stveriy D a =WATER METER Construction mm°..m,... °. cons.... nmem om .. a ,ate .f / 2vgVsa, re Dimensions prior to proceeding with " Sequence Mee. m'b�� Pony n °. Mm eo �l* , "o.a� n7tre prior. to =WATER VALVE o.no-o .m.,. `' j n a�Pmnne�a,` :noo:�`=rn��i�r`;:�em...me =FIRE HYDRANT s�resmbm°wv..r,o."°`ma.,a�.� n.aa'I,'nnean.,`erol��".°`° A ��e,� \ 5�y n, 4.7 ..p..N. a.r°a�.,. _ Craution must.exercised in n M pro..,scheduledOther sa.s.u,o�n�wp.rites«ree'dxaVnenZ.hmmmy'otZepq.0 Xi - = Considerations¢ratio its owmN.,wan...hero m.v.c• g ,are.amxme. "m / (� p'sapmnagu.s qualified making �°.• CATCH BASIN P. mr mum cons, sequencing schwel. "a should mn. FelEar*Ei .ce aeaaxnau.%�n� e m.IoeBw.n one =SANITARVSEWERMANHOLE • • com mho erawhaxwnother= IK. nec sfo.a, m.ma.Prinelpal development activities ,�.a.m.m.s..fo...,.aa ��/ M 1 Site Plan drawings m.".dnell.;:,.,.a°aa - =POWER SERVICE STUB witmn.,®..r....swm�"..awa.l. .asaguP a,.a.,."aa," g..fog°g°rnbn°ror,m.mn°rman.nnmrcr°pnngwn°npacm. "n°w // a \ $e:� C-1.1 Scale:T'=20r-Orr Drawings and Specifications as instruments of°° _ =SEWER SERVICE STUB T'N° construction rcan.. Wass.con.ia.rwon Incorporate " / i \ V t.e"w m are s"wna.a,...xunao re and shall remain the property of - aeeny " ®,enance of maim '.yffin �s and soil ®° intend d is executed or no,and may a =TELEPHONE SERVICE STUB .. g a '"°g';y'"a;�;. IrenchIng Common oethesa,.r cuts Is mmlml ,it. I this,Oion:;.oitoni:�ae:m:no.nn ;, After.�awmo°n`.�Is'.�mhsm q.°wEmi: NI n design. =CABLE TV SERVICE STUB aaamam,xme..ominPmacmn ..em e�,N'd'g.a�a„.Ps end accessed, In .o tas may be wit .tail a the pe.nseenntsn;;oeenre 2 Install key practices after l.ma fig ahnuiel�I completed. `1� ,/ /N . Runoff c.rol diver,.peRmeter=FENCE a,b.e.wxxb.m, P .. aeaxo. ..g.e.wlm®s.x.a m ° n'a Estimate mp1ere�mrm..�eompm.me.mic.i path �, ` -g'e°A necessary Asks II� imps and cm.grading.ssary.stabilize steam banks as soon as 3.AnaMewwwsmlmp along s.cen le or m troubleshoot paid¢delays.s ,' 1 k ›,_ .,„,- \ "'SB '' V v o v o Runoff conveyance system.nabIllze passible.and inlet principal mnell toe.any ek Is as the amount of tlme that -sf sf•sf sf•sf sf—=SILT FENCE rrr»a.bo.'n:1.7..ao�.: .=. re.`i..wa•,m'm""p`a°o1.,..,— houlbecoma".fit c leveling is defined.smmne 'v.,p \ g m uN�i Mx 132. Implement clearinggrading aar can be delayed j O \ /, LEGEND v axae" p ' 'a Y .g. '=',:Z '"for.=,-:;„eli m'ich�amfi and teywhic ,a, °/ .....,.emugwr.... s .hasmeas..ws gm...nue.Clear.ewwewmbonow z.rmmmmeune..a manpow.rrpunammmpete eam ma - _ - '�' Concrete Driveway Q° =5 o 9Q $o 0 18P =PINE TREE W/SIZE NOTED �''°"'""° /{� /// 70 e ® �_ 3ai , ® _ rc a s8 a //0 �' �� Store Driveway�� / \ `. C O Buried Propane Tank c p e fQ =OAK TREE penmwa memx wa m.n.x a m.wem paeem... �/� ' a x U E /y�/ wpm. I`•� HVAG Unit Z a m m 8 / Z Z /� ,Final Grade-Not Shown vo @ N.,�com..a,. ume and maopo...ao fin.aware�rep.mavaw r.wnpmg�e.... ' O m ` �* T' m,uen.nxa.uy w re mitre.mpnmeu.Im m te awn:me.xmwwm.rp.uxs _ yp y a maae�° empa's�..,.nm°°.e omm m.vw..wmmmsn,.mewon.cosmghshm. / $ a y t =HARDWOOD TREE ''''. •wc .been xnercc...n 5 g Schedule Consideration me am 6 s,a...xabnla.",W„q=.rvana p•r•rvo.pe�man.m.mbmang m pem,a.em.ewl.p Immwmmvm.mm.mmw.m.. usePa om.orw..ware,uan.gem.m tuw.atawl oe.zdw.w.mnal"nu or '�6' • € �� .ea - .yea 8eferences sonww. .pan `' Silt Fence o s a S ayd fine env emnonew nw:wm ,"..... '. .m„.. uame sdmon phsmm.m Landscaping - ..mu zoo - - c 17-5—: Glea Imitsnn,Naopandspmbee an ..o,. " --.a.mmbwww.a.awa.m..wa reN p_m...0 marA 9. m bee.mm�`��I ----- £=DOGWOOD TREE yin L' epap. .w,mw pe�. ha, X� as7nDesignThe nature al .lenmeeleyanomS )Cons tlerat ohs x m.eax.o.,mn. n arompNin v reexs®site. /�/ ��G////��7r '�j 3 —O� =AREA LIGHT ro.%on.na wah.m conpo e n n a\ .cn 7,Q / , C _ 2.Flag and mark ihe praject boamda..Flag ihe constructIonbufkr zones. (7) 5,c; E .g. sedment Imps or basIns,con.clion storage areas..egtipment trevel lanes. I.pervious data o N S _ COas needed. V7 U Y 5.Excavate any temporary sediment traps or sediment basins.For most well Residence 5455 54.Ft. r z u' Q w a Driveway 2/24 54.Ft. 2 = c ri 2 E = Front Walk 205 54.Ft. Z U d o_ m a) O b in Total Impervious 6,41?Sc{.Ft. -S z•E rn m c. 7. grading al ,curbed area.pre,.temporary waging on temporary soil et ` CV O co m a n �n b Itea a'� „��,,, O Lot Contains 450,54-T 54.Ft m et...�.peoi�namee* w.dlmenr.nmmlw CO J Y CO CO pD GO Impervious Area= .142%of Lot �°we°n"tePoh° b p p p TDEC ama atlp �1• Q CO r-- f 7r hw . ZQ fJo co c) el. II Q = Z w U W o PARTIAL TOPOGRAPHIC SURVEY FOR �� w a m ANTHONY J. DIMAGGIO w AND WIFE w AVERY B. DIMAGGIO IF Q �c 0 o a s m ° u N p p LOT NO. 13 AF4y C o Lca a o c PELHAM FARMS 'EMT o r.N Q ,p� ELt C X TOWNSHIP, MOORE COUNTY, ''`�/� t J a o Z N 0 o NORTH CAROLINA °F" NF \\\'\ X ° °' ° O,— 9 MARCH 28,2023-* SCALE 1"=50' g \� eL c STEPHEN R.SHEFFIELD&ASSOCIATES,P.A. \\•,'' �'� _ _ 1680 NC HWY.5,SUITE NO. 170 " - 1� t �fIK y�,��a4Naaapr 3 ABERDEEN,NORTH CAROLINA \\.` � '`�i� 03gNz�I� O. 20' 10' 0' 20' 40' \ C Yyy r=20-o F O miRq \.. ' �1 r1Y COPYRIGHT *$ Sheet No. _'��,/, 'Lrd of