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HomeMy WebLinkAboutNCC232911_Site Plan or Location Map_20231004 1 \ LINE LEGEND ABBREVIATION LEGEND SYMBOL LEGEND /_/,-/ s''''. GH`I')Py -—-Boundary line(not surveyed) ag above grade 0—Water meter O�OMP� - — -Deed or parcel line bg below grade —Water valve -.0-0.-.0-Overheatl utility wires(unspecified) crap corrugated metal pipe W—Fire hydrant ss—Sanitary sewer line cpp corrugated 4—Utility pole e plastic pipe // -ou- p .Storm water line DB,Pg Deed Book,Page —Utility pole wflighl w Water line P 9 density Y pipe 0—Sanitary wire // SITE N hd a high polyethylene 0—Sanitary sewer manhole B�H p a—Natural gas line MH manhole 0—Sanitary sewer cleanout �` Z �p MSD Metropolitan Sewerage District -s-s-E-Overhead electric line ®—electric pedestal L _ NCGS Nodh Carolina Geodetic Survey I0od1 Si t^ -T-T-T-Underground telephone line g^ Barbed wire fence PB,Pg Plat Book,Page • rip rap O •11 w NOTES ;\\1 \ \ i' 1.This is a topographiGplanimetric survey only;a boundary survey was not �`\\ \ f performed. �` \- \ • 3 2.This survey was prepared without benefit of abstract tile and matters of title /( I I° o,\\\ should be referred to an attorney-at-law. 3.This property may be subject to other rights-of-way,easements,reservations -1 'I \ \ 1 I/o =yY ��, and restrictions,written and unwritten,recorded and unrecorded not shown. I \ I I `°� ( �, / / %�, \ \ I , \ EXIT 23 I 4.The certification shown hereon is not a certification of title,zoning or freedom /' \ \ p\ \ 7 r from encumbrances. (\ \ Ili /\ I °-0o: \ 5.Major and minor contour intervals are ten(10)feet and two(2)feet respectively. \\ \\ \ I \I I \ •'•.\\\ \ \ 6.North orientation is relative to NAD 83(2011)via static GPS data.Contours and \ \ \ \ \ I 1 \ \ \ ° elevations shown are relative to NAVD 88 per same control. I \ \ \ \ II °\ \,,,`. \ 4 l \ 7.Field work was performed January 8-February 23,2021 by traditional survey ^\ g� t\\ \ o \ I I • __�o `M1 I \r \O� methods,utilizing a control network established by static GPS observation.The "g • $ \'' ) 2 field work was adjusted using a weighted,minimally constrained least squares 1 I - \ \ \\ —�° �,4,\ `V° \ I I adjustment. • \ I �4 1©\ °`\ 8.The subject property does not lie in special flood hazard area according to the `.1 I \ 1 \ /\\• v gas \1 1„9'\'1, \ I\ 44' National Flood Insurance Program,Flood Insurance Rate Map 3710089000J, 1 'l F' r I I ELK MOUNTAIN ROAD effective date February 4th,2009. 1 I / // \ N °� \ \ ` 1�\ `�\ 9.Only above ground evidence of underground utilities was located.All 1 /l \ \ `\�`� underground utilites shown were based upon above ground structures and should �'',1 I l \\ I �'\ o\ \ \ \ r `\,F'\\ \ I be considdered approximate.Call 1-800-721-7877 or811 before digging. I / /\ I \\ °\o \\° Q)G,t\ \\ \� I 10.Utility symbols are not to scale and are for graphical purposes only. \\'\ / 1 \\ �\-V-.0\o1`4"J\1\ \\�\ Vicinity Map EXIT 24 .\`l / I ,.\\ \ n°true°ale) I I /i /i ' 'o\\ \ \\ I I\°I1 , 11 j\\I\+ \ \ /�// County ofBuncombe • N I >\ \ ///// / / 1 Deed Book 1263 Page 182,Tract II j'\ \ \ I \�\ \ // //'�/////a ``+oti� r ) PIN:972195983300000 \\\` : \\ \\ \I I I \\°�°\I \° 1\`�j /\+�\\ , /////,////j si+.0, ..°°. �1 I-/�%`-_ $i,\ \`v ,- \ \ \ / I 1 °`\ \`IGJ V, `\. °4\\\ /"/'/'// •/ ID ,\P. ` Broad < t \ \ I \\\\ 1 °I I I\ `- \ q -r-� C -r 1 I \ - 4 +s\ /// /////�//i/,#d� t \ �}""°.) 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Y --__ \\\\\\\ \\ \\\ \ ) / // // // //////// '- -4i /CS -/ Cr/( °-0\40A 0\".\\\s 1 \I-y/ // i/'///////' \ \\\ p _ i —52 `. �`` \ \\-\\NSi,. \ \ \ III /// • g///' © —°� 8D \ \\I�P 1 // // // \ \\ / I / --_- �\\ \\\\•\ \� \\Jilllii11 1/ �// // // © / d- �,� \ \ \ \� II1C�d1\II\I /i // / �zrao�� \ // �- - -\\ \\\\\\� \ \ \ \\�III1111II / ' // / �� p`b\ \ -)_\ \ \ \� ( \\ \ \ ' / // // / J °rube �:�`_-- \ \\ \ \ \ \\� /Jl�, l'I / I I 1©/ / _ ,� \\ \ \\\\\ \\\ \„� ' l r�\ /' \ / -rage 29 \r \ \ \\ \ \\\\\\ \ \\�1 /////l i l t / / //©7'/ / \ \ \ \ \\ / =�% \\ \ \\ \ \\ \ :\\ \ _)I/ /// / // / / /. / p '/ \\ \ \ \ I TBM-60d Nail with shiner 0 / ' --\ \\\ \���\\\\ \�\�/ /// // / /// �//0/i%! ry19t1� \ \ I11 , Elevation:214as0' / f_ --� \\ -\�\ \\\\ \\\\\\ \▪ /// /////// / / / 9� ' l/ -\ \ I I 1 \II // _�' '' �z N\\ \\\\ \\ \ \\ \ J l l l // / / // / 0 t// I 1,.,,," / --- - °p\N N%\N"N\ \\\ \ //� ///////�/ °:' // '\11 I I ).' County of Buncombe a / `' /-` `i \\\\ \ \\ \ \\\ y )/// / / / / /' , / //' 1 1 y Deed Book 1263 Page 182,Tract II / `------1.:'---*---�<- \\\\ \\\\ \\\\\‘‘'---- \y// / // // // // // I I�L PIN:972195983300000 l^ \ \\ -\\\\� \ \\ \\\\\ \\.�) /) 'I I 1 I / , //// /' // Deed B okn1263 Page 18ty of 2,Tract l U i• \-\ \ s *\°o\\\\ \ \\ \ /1 I I I I I jj // // ,' / PIN:972195983300000 \ J \ .„,,-,-_—_• -_-_----------,./ L_ / I,Martin A.Bames,certifythat this project was completed under m direct and Topographic Survey for \\\.Jr -\--_- �,�, ---,-.../ /,- i/• / responsible charge from an actual survey made under my supervision;that the Buncombe County _) ---., „ T ratio of precision as calculated[(21 NCAC 56.1603)]is 1:11,200 or better P ___J�/ // (Class A);and that this map meets the requirements of The Standards of Fleet Services Practice for Land Surveying in North Carolina[(21 NCAC 56.1600)];that the _� / ground survey was performed on January 15-February 24,2021 to the 95% REFERENCES \ / confidence level to meet Federal Geographic Data Committee Standards[(21 / NCAC 56.1606(3)9b));that this survey was performed to meet the Portions of PINs:9721959833 and 9721942726 \ / requirements fora topographic/planimefric survey to the accuracy of Class AA; Deed Book 1263 Page 182 that the vertical control was completed to meet the Class C Standard: Plat Book 40 Page 124(-9833) furthermore,state plane coordinates for this survey were obtained by Global Deed Book 1285 Page 29 Navigation Satellite System(GNSS)survey,and the following information was French Broad Township,Buncombe County,N.C. \ used to perform the GNSS survey: Date:February 24,2021 Drawn by:M.Barnes Horizontal Positional Accuracy:icm\ Job#20323 Checked by:R.Brown Vertical Positional Accuracy:2cm Type of GNSS Field Procedure:Static post-processed with Topcon Tools Martin A.Barnes,PLS L-4274 \ Data of GNSS Survey:1/15/20 8 ED HOLMES Horizontal Datum/Epoch:NAD 3(2011) Localization point:Northing:715681.602'Easting:930426.039' lit Vertical Datum:NAVD 88, 0 8 &ASSOCIATES Combined Grid Factor:0.99989980206 Units:U.S.Survey Feet LAND S V R V E Y O E S , P A Witness my Signature,License Number,and Seal ........CA4,'S., 300 Ridgefield Ct.Ste.301 Asheville,NC 28806 OQ- Ess;`°<//,' Company Licensure#C-2806 fi this date 01/23I2023 = GF o2 -9 828.225.6562 1 c SEAL S (Mmwaa ._ L-4274 CO.'- 50' 0' 100' 150' 200' N.C.Professional Land Surveyor •I:,,2, Sl1R License#L-4274 ''.;N A.BP O°,' SCALE 1"a 50' Revision 5 August 2021 Added area north and east of gun range building and parking area Revision 23 January 2023 Added two topo/locetion areas as requested ° r:' w174808.1010.,,A,°E.6,,,°=,A,°°s ° .'2 1 „°„°z. °,_I IIIIMMIIIII 1 / / I P`,000 OLOMPµSN I // L \ m // SITE pN8 �, n • pL N i \�ERENC=BROAD R=✓ER N `r, LINE LEGEND ABBREVIATION LEGEND SYMBOL LEGEND ———Boundary line(not surveyed) ag above grade ®—Water meter 1 1 O8 - — -Deed or parcel line bg below grade 0—Water valve a' -ou—ov—ou-Overhead utility wires(unspecified) cmp corrugated metal pipe Y—Fire hydrant •-0'—Utililpole '' - s—Sanitary sewer line cpp corrugated plastic pipe y 1 \ m m is Storm water line DB,Pg Deed Book,Page —Utility pole wllight W -w Water line hdpe high density polyethylene pipe y—Guy wire �7'A ®—Sanitary sewer manhole .✓////tf 42 —c—Natural gas line MN manhoEt i le ®—Sanitary sewer Geanoul '//////AA MSD Metropolitan Sewerage District / 1 1 -E—E—E-Overhead electric line ® •/—electric pedestal ////// ` - - NCGS North Carolina Geodetic Survey // / -T—T—T-Underground telephone line Ni.—Sign // / // °\ `t Barbed wire fence PB,Pg Plat Book,Page ae—Stonnwater drain Inlet /////// 11 County of Buncombe /) • -o—o—o-Chain link fence PIN Parcel Identifier Number 0—Temporary benchmark /�// /////,/\ ` e Deed Book 1263 Page 182,Tract II 1 I / ` Limits of topography rep reinforced concrete pipe g—monitor well / / / PIN:972195983300000 \�� TBM Temporary benchmark ®—storm manhole ///// // n�"• �wn r�T \\k EXIT 23 /////�/// C"".\ V �} d 0"L ' 'v)1"' fo '--1 \S / \ .... <\• • " o.n. 1 1°i'/////''///� Q© '\10.P0,°'14 \ I 1 \ �<.,,.I I / 1„„,,k j/�/I p ""// a` ' \ \\\ //// //'/// ///'///°.,Z \ ^• \ \ I I I Izrod.©r / / 1 I / / / i °.,ap,'I'l^ �4:\\\-- \ -.\\ /, ////, //j// / \ \ \' '"©I I 1 I j / / �. _J / T°' � \ry\`1 \ ` I I ELK MOUNTAIN ROAD i/ ' ///// i//�//7//14.®°\0,.\ .r.a�. OM I d,. 1 I P°'P I I $.�,:F,o ,/ �--\ N� \ \ �-_ P°a 4 7i'i%%/4,/�7/j/i ij'/./ rw\© \tope\ al'.. / odor ra''''o I I1z.,,I r\ R6-- ^ `= `\ - �___ ,i-,/ /,/�ryo,/,/ ,/,/°%.�„ 1 ,°.4" ' PQ�4 I°"f 1 I I," G.q,� i 4-,"a� - / '_-/ - ---- ___--__-,‘,\‘‘,.,- �.�.----- ///// ,//i „,////,/ ° / '* • I I 1 (,". I i / © �' " / / - -\\\ -- Vicinity Map EXIT z4 '/// // /i /�i �i//i/ 1 0l T° °ubM M ups".1 I ¢Q \ /-/ / - _.:_-_-:-A;,,,—_ (not to.ale) /,//,,7j,//,/��i/i//ij /°/° N 1 \ r p �,�w,J,� I I / 1 }.v .Q I �°°°"I Ilelln ,•1"• .',�- �/ / i — — — //: %i ,/,/,�,iii///, t�.�© - p°'1 \� 1 10;IP�•d` I 1 1 1 I I I I ' 201o//'/ -- ,/ - --_ /ii ,/, /,,i�/ P' \s°'". 1©1 1 1 I II I I I _- / / _--- _ �. „ „//,,, „ °moo- ° ©h,r•.,, kD°ro1" '%"°! I ram., i / / i- i - - _, _6„, //�,,�,,i///, , ;„,/,/.,,-;•_�� /-l ,--� °. 41 1 R.yf,./'�.�".// /1,,vi.©I rid ) CDr°1 I 1 p ` o / / i / -- •✓ , / /- / ,F-j / I so-\.©/ \ ".,a..4I / / _- ,7/i�� _@' v.-- 4- __-_-.-_-.7,:_-_-_-_,--- '/��i/ � / I I a _te�q��pp�11 `I` T,/ / /// / -,,,--7.)---- -�' i •� _ -P / — — -___-- //_/ \ ,x6. I I I �"`., / /// /,‘,..,.,„ ,y / NOTES / -_ --- 270 / ' ' • Or / / / / 2:...0000,..:c.n. — 1.This is a to ra hic/IanimeMc surve onl a bounds surveIt / A/�__ _——— — —i,/ *IW1 p�, l °-°p// /„c'°''"/ / — ar Po9 P P Y Y; rY Y was not /A/ - _ / -% 1 I1R,P'1" �w E�."Q .. k../ a,- performed. rfR_,1 �,\/A// 2og0\ -- \ \, a„I^II p I\m's $ Q ,. /"z'fe,//// / -w- __ __gi-yam_ 2.This survey was prepared without benefit of abstract title and matters of title _.\__C- / �- f ,,,„'� \ \,7:2, I / �°IJ'y,g ' / _ - should be referred to an attorney-at-law. ' .<\\\` `\• \I .• //\ / / \ �•\ \\\\\\ \ L ra© J©e / ,/ °� _ �� 3.This property may be subject to other rights-of-way,easements,reservations 1 \ i , - e��� and restrictions,written and unwritten,recorded and unrecorded not shown. /, \ \\\l 1 \ 1 r I — \ I n \ \� \\ _ �/ - - •,/j from encumbrances. �ryo�o ) '//)/)/ \ / m.° wssa Draw '/\ `` \p. \ \ ` _ J / •+••-' r�'�/ ' "� — i-I l ' 5.Major and minor contour intervals are ten(10)feet and two(2)feet respectively. / // /// \ \‘ mnoie / / >'1f /° ! / / / v^mew/ / / ,/ / / / \ laa =z / \ ti m h;;;;;-/ I I I I / / 6.North orientation is relative to NAD 83(2011)via static GPS data.Contours and / // / / uti e ^V.10.20 as / \` -2ee \ ,/° / I i 1 i I / / elevations shown are relative to NAVD 88 per same control. / //, / I ® w. 6 •,� / o° °u\' \ / /I;<;3"°\ 1 \ \ I I I I //,— 7.Initial field work was performed January 8-February 23,2021,with additional /,,',„.,,,,,,/ / _ / / {� \ \ 1 work performed July 6-13,2021 by traditional survey methods,utilizing a control /v // %,,fla�yb \^♦ ®B \ / / \ \ \ \ \ 1 I /// network established by static GPS observation.The field work was adjusted using / ,/ / �\ i B , `-� I / —— > I I \ \ \ \ \ /// ( a weighted,minimally constrained least squares adjustment. ' %//� -/ Bo5N01_zoaVS ° In=2 .4slPE) ®®p®® \\ / i I I 1 \ \ \ \ i Drain inlet ' 1 / n°,rzoT a =2sec.srlsEl, / —2090 I • \ • \ // 8.The subject property does not lie in special flood hazard area according to the / j/,/// \ ®, °'"`"tm ,O/ \ m ow=zoeo.4r� B B //.' �o�°/lif----1-:: — —11 I \ \ 1 I \ // `// National Flood Insurance Program,Flood Insurance Rate Map 37100890004 —10 //j B \ ,s /i__— — ( ( \ \ / effective date Febmary 4th,2009. ,AM1' // mace / / , y°P ® \ahall Parkin9loI /�°— \ :/)//;/ y ' ' rise 6 /.....� ® a / o/ - -- i I 1 I \ 9.Only above ground evidence of underground utilities was located.All mra„°°,--os.3o. / / ,azQ / t ,;( . ./ �,. ��i' m o Top_ -6' o�/ - - 1 \ underground utilities shown were based upon above ground structures and should '°'x _ �It i •�/�°/' \\ e// /// k 4.,�,� - ) w s iInert in.2082.9.0 M"no°r-zoe /t.�oeain"bIo�(i/ // /-_ \- - I ` 1 be considered approximate.Call 1-800-721-7877 or 811 before digging. i� -- "aie I/ 4e // / / / _—0. a o IA ( \ m N w �v°" T moi / / / / i —2fpp_ -� ——— J I / 2100 I 10.Utility symbols are not to scale and are for graphical purposes only. �� // I /// / te. ,ss �\�; / ,g ° I I / I a / / / /T°p°2o"s°ol"o na,_zm / /i° / �m"m°°r2n55.asin.in=2065.76 1 __ / ,,',/.ram-2ni1. / l a .4-;`i� 78.35 /a /�° / I I / /' ---' ,� /-, - i/ i e \ o r�3 -'R. /, /N° / I I l/ / --- -- \ L " Y/i // o ep a �.20t;0 r-�thecl Top- .o• $ sR s m. I / / / / - \/ naz.45 Dren'e✓////7/ i 0:,, �� 7 I I % / / / /�///% !nwm°ur2mo.zoi K� / ab"., �/ w / A / /i 1\\ I I I / / / / /--- //// Topographic Survey for .7 -r N• / � ors / / //� \\\I I / I / / // ,,. \. 02 r; �T / — 1\\ III 1 , �" "' //// Buncombe County Inert G 2a,a55.y oaS: J wiff ,_--=_L - _ <<\ I /I / /I l 1` ""^^P/ /�' Fleet Services Is 9 tip9°/ ,/i' Uzi \ N /' / /'/ / / // REFERENCES +° ✓/ /// /� -., \\\� ///// / / / // / // Portions of PINS:9721959833 and 9721942726 / 'R/�/i////,- L^- ����� ////j l / / / / / /"// / Deed Book 1263 Page 182 e i� / / -- \� N\.... �// / / //// 9 a`` 4. Do mm ,////,/ .. --- \ \� 7 / / / / l / / /// Plat Book 40 Page 124(-9833) SQL * / ///////i// — —2110 N ✓ / / / / / // Deed Book 1285 Page 29 / / 'ivy ° ° ,\ / / / / / / French Broad Township,Buncombe County,N.C. —,„ c��//////i, 7/�- \ \V// / / / - Date:February 24,2021 Drawn by:M.Barnes !yY // / / - Job#20323 Checked by:R.Brown ,/ ///� .�� zlzo ��\Q/ Martin A.Barnes,PLS L-4274 ' ' . .. . ' '"". • •• • ........... de:EI:lin7.".. V''''' i/ - _ 0, &ASSOCIATES ilD... — , f/ //�� �__GP 2130� LAND S U R V E Y O R S P A m YY! j/ — —-_ p pN ' 300 Ridgefield Ct.Ste.301 Asheville,NC 28806 s Y �� -—64- 6\\ \ Company Licensure#C-2806 5 , --_- - - .`�N CA/t�% 828.225.6562 \ `\\ ',��.„SEAL 9�/9••a 50' 0' 100' 150' 200' L-4274 Jf \�/I 7 ,�,k`,�r f�44 SCALE 1"=50' sn Revision 5 August 2021 Added area north and east of gun range building and parking area d^ 01123/2023 Revision 23 January 2023 Added two topo/location areas as requested r MMu.0.7.7n. J I dm tc:1:0a0a.,°w.4a7..,°Ea°t,°,°.,DDs Tape za, I 288.15D2OleCC5 I 1111 ISISIMII III