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NCC241926_Site Plan or Location Map_20240710
/ \ \N \ \, DOUBLE SIDED ROAD SIGN // \ \ MILA WAY, PRIVATE DRIVE \ \ ` 1 PROPOSED — / / -66 / \\ \ \ \ \ CONSTRUCTION o06 \ ENTRANCE -66 \ / \ \ \ \ \ \ r�Rtyt, 4 EIP \, STOP BAR VUDB 22911 PG 383 ANDS, C. — '// \2-- \ 0� 1`7 S 1N <� ,i PIN 9607-70-1502 . `�� • \ \ \ 0 a ry S ;..�T PB 48 PG 99 Agii3O % ZONING:EMP u T 06 / _ • EXISTING WATERMAIN • SAUNDRA 5839 1%-GRENARD \ t s06 / , DB 5839 P(i 1871 \ \ 0�L‘ \ i YY STOP 3/4"EIP PB 232 Phi 93 \ \ �TAG.yti� 1� \ ,_\ N 1.0 AG \ PIN 9606.69.6051 9e T".� ay. ''''I/ 10'X 70'SIGHT 06 o \ \ ZONING:R-1 Qa�E^,. \ \o TRIALGLE(TYP.) _-_ _ Or uY�1oe / —� \ o,I i \ \ \ \ DEED OVERLAP B(PORTION LOT 3) ` \\ \ .. p4gC.4SNe 4 \ \ 0023ACRES-\1,009SQ1Fi. \ \ � (S 4P4 ASp 'rQq PROJECT I IJ NP RE 040. �.V A % \ \ '? �.j��� NT,Ra/h,pq/ry/. SR — .��� SATE G r n II D� w T \ \ \ /� �o't ns� \ \ \\ ��\ rEh4,yce NEDe�447 PROPOSED RIGHT ��� h�\ e �ti tiv szo �4Ms hcPoOF WAY J a. . ;., li \ \V A\ e o41:e°''� V J A'`')`�9 v- � s Rw r ENCROACHMENT$� \ v \ �/ �� � ���-� v � '� �� ��i TICINI Y MAP 2i\ \ ��` .OYp�'��� P 6 15 LF 18"HDPE\ A \ \ / A \ P-n-45LF 1e"•HDPE \V \,_ � +�•:. �� oNot To Scale A v �_ @10% V ® oAPENN MN BBRAYER R VA — ♦ V PROJECT DATA mDB 6228 PG 587 \ \ I` \ NPB 1es PG iv,TRAcrc '2V \ J ��� �. ��� �V PROJECT: MILA WAY SUBDIVISIONPIN 9606-68-4863 \ \ \ APPROXIMATE \� \ � �= G REL AWING 18j �.CE OWNER�DEVELOPER. TBD Zp ZONING:R-2 3M"EIP 1 0 A \, V u) eb a\p \ s'�i, \ SI\LOCATIbN _ • / c �' o q\\ ,� aVEEo.RpN�a�t CONTACT: TBD w Z'a\ay" \ \ \ \ y� 0.��g,cN:,60,`O CONTACT NUMBER: TBD / NIR-REPLACES6 PERPETUATES = ti \ NIR \ \ PROPOSED) \ '9'0?, \/j'O J \ � JJA� ENGINEER: MERGERDESIGN GROUP. PG0REMAINS OF EXISTING WOODEN HUG, \ \ T\ \ 1,SO ET „o"J7y"q.�, \ ZQ(FOUND AT BASE OF OLD FENCE POST) STRU RE •. ,c Ty_ P.O. BOY. 1516 Q\ rx VA ._ �,. WEAVERVILLE NC 28787 0 \ 0 8'EMERGENCY �qb . \ -WVSZ H 828-645-7b88\ \ r0 - -SPILLWAY "a M CONTACT: MARVIN MERCER, PE _` \ \ I \\ \ \ \-, \ - / MMERCER@MDGENGCOM /wl \\ I \ \ \I \ \ \ \ \ \\ SURVEYOR: PISGAH SURVEYING PLLC `II�SoFE s o�L./::S7-19 \ 1 \ \ \ \ • -- i^\ 1503 ORLEANS AVE. .. h9:;.y1 I \ �� --I LOT4 \III"\ \ \ �,, \ \ \ \. • \ HENDERSONVILLE, NC 28791 ;` :\\. 1LOT 3 - l0 838ACRES 3 94SQ FT1 \\ \9. � % \ /��T 1 3 \\ \ A,1L.A (828)515-1929 _ AL V A iI2.621ACRES tt4193 SS.FT -- m TM'w " vh�.1305P-4 27 CF 1 HDZE ��� \ v PROJECT PIN: LOT 1'9606 78-0805 - 2 782 .•,2444ACREs caw N ao NAN tv' 0.87ACRES 35,150 SQ:Fr. \ V \'o\ \ , a/ - ¢u EME ",- 280.99, \ ®2�&% \ \ kRES 30, NR LOT 2:9606 78-0658, ,Aau L5 AR05D Fr EKc 6Hwl )� I \ RCCR o ---___ I \ \ �\ \ LOT 3:9606 68-8612, V; GAP 6 Dun ME.,1 — PIN 9606-68-8746 / \ 1PIN:960678-Q805 '.'Cn••.f P:' 1 \ \ / \\\ \ \ \ G �s\ \ m 8 WY LOT 4:9606-68-8746 ;iP •ciHg:•.i \ PIN 9606 68 8612 GOSNELL,BOBBY M. mSNELL,BOBBY M. .'\NAIL WASHER io \ \ \__, I D.B.6287,P 7296� /----'2'. N. \ D B1 6287,Pg 1296 N 66 803. NAD 83/11 GO ELL BOBBY M. 8 / \ \ \ ® ai DEED BOOK: BOOK 6287, PAGE 1296 '''%/ RVI1y`�o``� ��/ D.B.6 Pg.1296 \ ZONING.R-2 \ AONING:R 2 . /^ti. E.90.7,12.06 NAD 63/11 /1 \ I 628�, \ / \ \ \ C F.:0. 9T1I83 , \ zONINU:7�2 +I \ �,yr /, Louu9i`6Q Pol '° (� PROJECT ADDRESS: QUEEN ROAD \ I A /V ���V A \� m CANDLER, NC 28715 m -2v V v ,,,,,, A . cG \ \ \ _ SEPTIC FIELQ \ 1 \ \ t� \\ "' ,4 \ \ °'0,9"1 to \. \ �� I y \ \ �\ PROXIMATE\ \`3ry, \ \ NIR \ /0) \ \ \ 6 4:1, ZONING: R-2 \ \ \ \ \ \SIZE&LOCATION \\` \ • y\ / s' \ ;� ��a'O PROPERTY SIZE: 5.00± ACRES TOTAL Designed: \ I 1- V A '\ V �� �&�. yJHM \ m \ I FEMA PANEL: URES FOUND 1-06-20 ) Graphics: MDG 3700960600J (DATED 0 10 ra h\ \ \ ; PRO SED 1n� p m \ \ \1 2 12 2.5% STRUCChecked. _ DPE \\ \ \\\ \ ` \ \ 1,800 f Q,FT. \ 'z f NO FEA w 9 \\ \ \\ \ RE ::\I';:le3L1 y�j3 DISTURBED AREA: 2.17 AC.T\ o\\ —0,8 - v v PROP ERE/ // �v18.7% 0V� �50BI. % % •\ � ScalewedJHM/JMM \A GTRUCTU FT/ A P-3 3 LF 1 E NIR \ \ �q $ JHM-JMM % mq a ,/ I L "' Im�£\ iI _O' 8'il _ NIR 1 \S / 31'06'W\ \ J \ 1 � �715 R \�o \�' vim + \�� � \ \ \\ / \ \ \ I IqI a \ _ I '/I I,N \ Date: / I a \ \ \ NIR \ \ \ \ SEPTICFIF�LD_ - + ''/ N NG56298.NAD 83/17 \ \ \ \ APPROXIM,4TI : ,. — / — O \ v. L- \ / + E ING 997"1 NAD 83/11 \ \ IZE&LOC�TION / \7 _.R/ \/ / -I BEING 5 62"164R W \ \ LINIDG �, — / �, - S/ e i ,30.00'(GRID)FROM \ \ \ N ...' � / / —�4�5-- �_ 0 \ p LOCALIZED POINT \ t\ \ \\) \ 0! \ \\ j ai' � �, HNGINEERING EXCHLLENCe / / v LOT 2 �— 9�S \ - 0 \ ` \ d.736 ACRES'32 081 5 FT. \ C 0383 / /�// I I V \� \ vv I PIN:96067E065 , V \\ .vM8..6.u�wE�nn .o�rsrn,ii. ow,.a Nam aw. / / / / I I \ I 0' \ \ \ NELL BOBBYM�oGOS / -/l �// p x !, \ D.B.6287 PS.1296\ // l �� I I I I \ !W �3 / \ \ \ ZONING R-2�_3 \ \ w 6 NA aeRev N\ 1SXH�ow DEED GAP A(PORTION LOT 3) •� / \` I I ry,/ \\�I �\ \ \� uc 10.026 ACRES-1,152 SQ.FT. \ \/I �/��/`� S P L . �' \ q«q om ANN MCBRAYER B / l / \) / 9�.� \� \ O•� ® i 3b \ - PEYTON MCBRAYER - -? / / / ♦♦ J DR 6228 PG 587 \ I \ / // / R/y x\� y /�'/� O PB 185 PG 117,-4863 / / �` 1 / 1 PIN 96o6682863 I / % / `�'i l / 1 I GRAPHIC SCALE o ZONING:R-2 -- I PROPOSED / NIR • PIE a15' 61-� I 1600:±SOFT. / / / // 30 D ,s 3o sD e0 7 / / / /� / P-7133 LF 18'HOPS / F O— STRUCTURE """��/ / I� \ 3/4"EIP WITFi�, a. I / //\/ ®12.1% / / R�, I m m m 0 Z CAP 0.3'AG O\60 / / / \ N 0Aa i / / N PROPOSED J I SEPTIC�1E/LD / sb, a ( IN FEET) W5 EIR / / / // / / / APPROXIMATE / / 8. / 1,1002S0-TOFTRYLEV�LA Le. 1 inch= 30 It. CA O k I0.5'AG ` 7� l / / // / / // SIZE&/LOCATIO)� / /// / \ „ STRUCTURE/`' / // _J O F / / / JOS CRYSTAL M.STROUPE CO IDB 4986 PG 1135 —— `° �� �v� /� / �� PIN9606-78.0592 // NOTE: AREAS WITHIN SIGHT VISIBILITY TRIANGLES SHALL BE MAINTAINED Z \ / / / ZONING:R-1 /'� N. / / / / BY OWNER SO THAT CROSS-VISIBILITY AT A LEVEL BETWEEN 3' rzi / /P 2a vim/ / / Y" // AND 10' ABOVE STREET ELEVATION IS NOT OBSTRUCTED. M W \ / 1 1.0'IAG / / / / / / / / 6y / / / // / / / / / /NI/ / / W / / / // I / / EL SONJL L.MANN / h• / / / // / //� /// / / &SONJA F.MANN d3§ ,// DB 1919 PG:401 !� P636 PG 58 / W36q 4, / / \ / / NORTH CAROLNA DEPARTMENT OF TRANSPORTATION `I �_�•• / I PIN 9606-68-7273 / / A4>' // STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES v / I I / / / ZONING:R-2 / / / / / / / / , / SECTION 1607 Q / 3/4"EIP 0 Z / / GRAVEL CONSTRUCTION ENTRANCE iA 0 / / / / / / / / ID'HH' / / �4 I / / / 1607-1 DESCRIPTION ''`` / Furnish, install, maintain and remove all material required for the V / / / / / / /� / Y72 / // construction of a gravel construction entrance. Il 0 Z / o ,L / / / / 1607-2 MATERIALS W / / A / Q/ / Refer to Division 10. m I I- / / / / U 0 �1"EIP / / / 0 / Item Section O ¢ Q / / / / / MICHAEL L.MANN B �#5 EIR / Stone for Erosion Control, Class A 1042 0] ❑ / / / SONJA FISHER MANN' "' / Geotextile for Drainage,/ Geotextile for Drainage, Type 2 1056 / / DB 1426 PG 149 U '.-. / Sheet No.: OF / / PB 36 PG 58 76l J33.4�\ 1607-3 CONSTRUCTION METHODS — PIN 9606-78-0344 �' e [A_ / She /� / // ZONING:R-1 03x \� U // Install a gravel Construction entrance in accordance With Roadway SOT 1 ■1 / Y/ as EIR Standard Drawings and at locations as directed. Install gravel construction entrances in a way to prevent vehicles from / \ bypassing the construction entrance when leaving the project site. Project No / / v // 23-023