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HomeMy WebLinkAboutNCC243535_Site Plan or Location Map_20241115 ae SITE SURVEY FOR Impervious Data LEGEND ®,sass-aosa no PC Reserved °f Erik Neudecker FINAL DD�'a ti n O� &WIFE Residence 4662 54.Ft.iN �li HVAG Unit • alk 84 54.Ft. !>l Barbara Nuedecker Conc.Driveway 2140 5c1.Ft. SITE LOT NO.3190 C ) LI Total Impervious 6,886 54.Ft. Seven Lakes West-Northwood Scetion pane Buried Pro Tank MINERAL SPRINGS TWP,MOORE COUNTY, Lot Contains 2T,"185 Sq.Ft. P I I .,a NORTH CAROLINA Impervious Area = 24.18%of Lot / Concrete DECEMBER 14,2023*-SCALE 1"=10' // Driveway dwelling _ MATTHEW A.CALLAHAN SURVEYINGedge existing of pavement P.O.BOX s38,VASS,-2980 N.C. Ma ga Stone walk ( D � ID LOCATION SKETCH 5iIt Fence .18. — REFERENCE: Area 1 \/ :DESIGN . ES GN DEED BOOK 6059,PAGE 262 � MOORE COUNTY REGISTRY RATIO OF PRECISION=1/10,000+ Final Grade /\ ACREAGE DETERMINED �^^� BY COORDINATE METHOD. / y i ' NOT INTENDED TO BE PREPARED Construction Entry , 4` '4•a. / 541' 542' 543' 544' 1 Z.50' I� C n FOR RECORDATION IN ACCORDANCE 4 cu_ G//L�, WITH G.S.4,30 AS AMENDED. 53q 540 /// for C UNLESS OTHERWISE DENOTED, / \ - lifii =EXISTING I/2"IRON STAKE �/ / � Y /\ � "-�'�� '�S =EXISTING CONCRETE MONUMENT 53T / It Fend \ /1 \ c71 =SET CONCRETE MONUMENT _— 5• j36' / ��- \ \ \O /\ / t; CD G-Mail:David®davidnichols.design wouuooiexr SET ill"IRON STAKE -i 554' ' David A.Nichols ^ \ `o x SPRINKCALCULLTED ER HEAD PO111111 INT ` BlArled rOpa a Tank 115 Lazar Ln. 9 =POWER SERVICE STUB bulkhead 53' `_-� _ Anderson Nichols Design=SPRINKLER HEAD _ =TELEPHONE SERVICE STUB -__ - I u =CABLE TV SERVICE STUB --"---- �� -I Fence - 1 I I Southern Pines, / =WATER METER 1 - - - -- 1 I \ \ 0 ) NC 2838"1 " =FIRE HYDRANT Zg.74' Diversion Berm11111ei4-00 lig II 1 I I /\\ O 910-215-9901 _ a =SANITARY SEWER MANHOLE I I I i /"l N o/ /1 Andereon Nichols Design rw a�n'eme =UTILITY POLE VC \ _ \ convected from this plan.If is me m EIP=EXISITNG 1'IRON PIPE / 1 , II— I11 /,"\ A /\ `CD r1Glo:age etlar.a beger or inning perform EPK=EXISITNG PK NAIL Iros-0000006 ..._� I A `_ folmenslons priorro9 awl with e NPK=NEW PK NAIL / - A co to proceeding r Ion °8. ��=PINE TREE 10'AND LARGER I I T. rl'I yllocairaism.lso e.an.wcma''Bt%a II •=LARGE HARDWOOD TREE / I i Ch CO al Plans lnaparacocorporate actual ocations only;engineering n CO asp.cds acfuzl.n. W cammn must bae.erc,:i.6=a - JI �l _ (J1 cM1an tesin .lan.onl u or ctural Engineer veer - Parcel w 2 0 _ I \/ 9 g 6 Dp 000 898 135 Setbacen's Circle / II I /\ ^t / = noultl ammpf mod cat one�as.a.ngm:�w Q seloaoxs: RESIDENCE - mia'p:�el:m;'�w w�:::rea 1n al°.ai'n°.;: Franc--su• / FINISHED FIRST FLOOR _ .a«a^•^° / I rn I °\ �� "copra 6n.a..maa.. sae,zs ELEVATION-544'-O' �"44�^"'+' s4z' a Disturbed Area=14,510 54.Ft. tl.a.,• ..r .rar.an =ce .::. Rears,'s 4662 5A Ft.Impar _ .�i�`gr / ® J i g 1 55 I a,�.e ke Gol Course=60' , -Y I- �'II r.Tx4'" / // �t" a f d W // "'��i%i i I Silt Fence / ' 1 mc.a "pK,a /\ • �' r 4. =�� \ 542' o/ j /r/i ////:% 51 /\ ` --`���� o ,„this pmject except g m.nrwith �� ■js �, /// ° /%r/// /' / i V silt enoe �� �Z_1iZ�� /' �/� / �' a v er n Berm �'�4�.��jt���jt�I�, ���// / / / // \ 543' seas''I��tr r�cLon� /�//�// /� // /. / ! p 3 / n Ptone k: �/� °///i � ti��� �i / I'� Wa h i / / ncre e i `s �. i /� �I �� /�/ i /� /�j u s. kii �p 1f 84 Ft.y %/ �i / /driveway / / 4`�/ / �jiii. �� a s m a / 2140 5 Ft. i / // w io _ , Lake Auman I� :�.. /� ,/ , / / /, , / %� traC I°n / 9 i / / //�/ / / / e i / Lry ilti Fence 4' $o Elev=525.21'(normal pool) Elev=527.30' ( J \ /��!i � /��/ ��/�®a i�`� �n �V z _ 5il enoe \ / �� ��� � ��� o -0, w ,t, I / /� /r, i 1151 IEIP o o s ,'er / Diversion Berm OS N \:, '' V. //// I I 411100 - mZ T Z `m\ / -5411— / /// a'0 O i � / $'m m01 / bulkhead /\ � '® / / 1, 1 _ € a s �/ a,9 • -01 \ �verslon Ber, E 2,1 r� / i tS�i .�_""` s3 3s' �� 12.50' \ it Fence cord..mN^ee. .re.NNrm.pP anm, �/ 27,785.4SF d :.:1- - S ,s�'�s6. \ aam _ Construction sa^ra«^nea�abeam;s,wetlands.endstor' E 2/ 0.64 Acres `�". ) / sa�' sequence °'...meats. w N = .Nee features epetltlts / mmap a" u e Ainspectors t. / ��I� �/ - Dome ary pmo b°reki e°naecum.e ma'memamwng 'M1e L J Z Y N - � �., / amredcmm / I di . i� 53>' oasera1gp Mapwopmm� mum,°on.wal aen<.ne=enea^e. ,�I�ral ons..,fm.sap,..mnm'mea,P"Nee w Z N N N Q U / surd°mwP " 1ne"reere°menv N -6 S M 8'maz standard strength fabr<with were fence am.a mmm J d N / / _- - 37 6 max extra strength fabric without wire fence �� naa• Pmts.!development acl.bes p > O Ill— it • asures should be installed before„ler actIvItles are / QZ e� t� u / /\ / 533'/ / 36' 283' a ornwlpM ,®.m.am.wn^n m.aam..P ea•a.aeuP a,.e.aanma,n ar.e eaccereeoum.bmeeame.m.n wpwor°prrg men Pawral. ..eo. / / / , ^ Ste I U O n 5 �n g .ae„" er darn ac6v16es 53 gQ�� post nwaman AaMN sag am:e,a.sp�.na U 534' 1 a` Silt enoeJ S Pmsticar w• ^�rd Nng . ap a^ts.e / wreTes 555n . e i' ,/,, .9u pm.m panng k' oeamamf...'......ba wema °" annpue(P[arr: .aver n / akea welvben m ps � der so that no bek may be pa.um.a dinapreceding events have been ` e ire 18-24" °Runoff control diversions Mel. m ent baar° ding lnSallN f ne P m®,a,.e anrg by naralawa nae cots'°. ySelad N ground �'a e°m^�°"� ck / h - / nerana auo om. apP. = g•.r.m. r®a.R.a�,,,.na.aaa.l celn rdn m.� levellnog den.as anm ng Implement .,..0•A Milestone Chat ealce.una�°vam°43.a'nd a°n"a' ,�pam:aur°n'and�rali Wartime!"ymN z Estimate me brae ants manpower.9u..aeeomptstse.cbmek B"dawn d 4" measures g+apa cenmnues.Obe.mna.• menuyw,Im forward al ng roughen. ` and disposalalasfor preservation m.nrm.. O _ \° 24• h rench Filter7. 0--- 1 a/` p.g.r Na m areas roa.ane 8z ill / \ fbric N13 OO N!Z/ delayed/ pumphouse I anag ,.nPo � fence Releranaea 6"PVC pipe ten cross-section ePAoave p.na o Y Y m m C View una,®. - m. II- spm.aar.r aa,l panq.,,,.rd p,aara.,. Z m H J d Q > o / rdwts n I J O `e /� \\\'�9 Filter ng _ It a•°`"ema rae amm/ Iw renm ae emm p C m „-. E n at1P' Steel fabric Bnckfill trench Natural _ rnarmanvaawb.e a.a+<leaamaam "°""° "'°'"'a'"'""`a gn ane naa cop menae O 3 N / 9 post andeompaet 9 Daslaa amamelmna„11......:.V,."ee°aimynm be nerd fl3 >„e 18. a) '-O O ° ti�O thoroughly round cgnslaerauans m,abm,�, ^mce pv r cu c M co• co(q C.§' N EPK in bulkhead e4 a utseauplm m pNl..m a z C F II 6.68 1 .• • radonentrance.ae.a „eject Pounded.Flag a so nmucten buffer zones. J mio. T p�p lanes he Instellailan ter erosion and controls bulkhead 24 8' pelanana� .abbots Evaluate effectiveness a. Ian 6 K • .555,n 553in„II also rn as a 66 Install needed •adI`Welstr imps er sediment basins alalnepests„,Il nm.aaNa for aatmpora..en '�'�..�"`'•.,� a 1. ammdor f�t*04.DESIGN�C .S. ,••=10'_�„ _ ch es ss sod rririo 7 proceed site grading and construclbon work Establish„her temporary or 0 I 20 40 60 turf reiriforcement mats i Permanent .dawm.a ar.a.pram.r.Porary e..a g°te Porcarry wu � `FF��' � SM1eer No. 1 „ockpiee vegetation m ;K•'COPYRIGHT PROTECTION*7. G- I •2 k. Figure 6.62e Installation detail of a sediment fence. � .$' of 6.62.5 a.p.ztla *eey�a.A+OF NA*. 1