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HomeMy WebLinkAboutCBPR-07-2017-26990.TIF EROSION CONTROL/STORM WATER APPROX 1. Disturbed are=0.85 ac 2. No Erosion Control Plan submitted 01 3. No Water Quality Plan submtted _ 22 1116,S ' y .._._ r>EwsPPncsyshia y y / SEE DETAILS 1 \\ \ 1A. LIFE SAFETY PLAN REQUIREMENTS applicable HMONG CHRISTAIN 1. Nota PP LIFE CENTER,INC. ` \ 2. Property lines are shown on this sheet(approx only) — PAMPAfWNGIN 1- -_ 3. Exterior openings-no openings on east and west wall, a 1. ... �� f- __ __ P� - SITE APPROX.2.14 AC.OUTSIDE ROW \ \ personnel doors and bay doors on north and south walls '� "�_ I APPROX.0.22 AC INSIDE ROW 4. Not applicable 9S, - -•-�._�. _ �`-- _.m<+9�'�. - - - __ \ 5. Occu anY tYPa used for occupant load is parking garage of 200 sfl occupant 6. Occupany load is 20 persons. No loads in vacant spaces. y , .�` HUGH D.&WIFF CARLOLYN R,SAMPLE 7. Exit access distances shown on sheet 5 2L� y�sa & ex; JORDAN T.SAMPLE \ \ 8. Common path of travel is X100' `-- 9. Dead end lengths-not applicable to this property ~\ 10.Exit widths are 32"for each exit door. o 11.Max occupant load for the two doors is 320. " 12.Actual occupant load per door is 10. �.. 13.Not applicable 14.Not applicable 15.Not applicable D,gg_551006' 16.Not applicable 17.Not applicable 0 o 18.Not applicable CO 19.Fire area is 4000 sf 20.Square footage of each smoke compartment-not applicable ury CHARLES M. SMYRE 21.Code exceptions-none notedQ-� 1-9 Cal)V� S61 f r. rr MARTHA C. DRUM NO, DESCRIPTION DATE BY JUNE,2017 DESIGNED Rte' WRICNT& ASSOCIATES HUGH D. SAMPLE & JORDAN SAMPLE BUILDING a0e NO.: 1751—ODI DRAWN LGC UAR SCALE 1, WRIGHT] fNG1N£fR5&SURVEYORS BUILDING HowEVG CHECKED RHW r S r n � b 4190 HIGHWAY 16 SOUTH PROPERTY ID 3849172!1735 PROJECT RHW 0 50' 1GU' X72 , NEW10N, NC 28659 OVERALL SITE PLAN ��/�k!.��C��.` 828 465-2205 OFFICE SMYRE FARM ROAD { ) NEWTON, NC 8650 (828) 465-5879 FAX -- SHEET 2 OF 20 ! 1,' 5 l o�E 7° r m e NEW_Yr�+ Ii LERNCE \•� S \ � wo to 10 92 V e A e '.. e ly 1b 72. SZfi' e \ Qa clo to 1 3- \� f- .L6°�hg p0 S PNOO. DESCRIPTION DATE BY „enryr uEsIcrlEn RHw •sH c WRIGHT& ASSOCIATES W N ry J08 HO.: 1251-0°I WAYM Lcc oma'' E fHGlf�ffRS 4 SURVkIORS HUGH D. SAMPLE & J©RDAN SAMPLI BUILDING EXISTINGONDIIIONS �VhNG fayv / CkEp(Eu RHW Bal SCALE 278 8 _ �jl � r� HIGHWAY SOUTH PROPERTY ID 364317211735 PROJECT RHW 278 ! NEWT NEWTON, NC 2866 58 �N�4 j , . SMYRE FARM ROAD M E0 0 50' too' ;( �•,•`'• (828) 465--2285 OMCE NEWTON, NC 6858 (828) 465-5878 FAX SHEET 3 OF 20 r _ r2o 22fl F A� �GNp� r j r 32p 1N Aly�� SM rR r r rX`St 1 wAd r � •� fy f•(( +\ . '� • ^ g1Q � •� _- --- CITY VUE (BY NEWTON) AG FLOW PREVENTER f '/4"PEX WATERLINE r r •� � t i I g�6 _ r SEPTIC SYSTEM -LO g21 I N � r vI r \ 1 M N 0.I � ---'APPROX EXISTING p GRADED AREA 4 � \ 872 C N ` x I 92Q N, I a--r-AVEQ PARKING I 9to n baG�sy r r - 5,iitne� r -620 T 9i3 W n� `� _ 0 _ g2� NO. DESCRIPTION DATE BY „n u,,� 17 oEs�Gr+Eo �,, WRIGHT& assacrarr=s �®a.:��N291a�I RHw �o' HUGH D. SAMPLE & JORDAN SAMPLE BUILDING ORhriN ENGINEERS&SURVEYORS LGO a R SCALE ;_ .: CHECNEo RHW _ 7LAL .n � Q'/,./� , 4190 HIGHWAY 16 SOUTH PROPER'L'Y ID 384917211735 y yhr uRAArnHG PRWECT RHW o 20' aa' {VEWION, NC 28658 Eh'cI SMYRS FARM ROAD ++ t'i�•• �lG,.! (B28) 465-2205 OFFICE N&WTON, NC 8658 SITE & GRADING PIAN (B28) 465-5878 FAX SHEET 4 OF 2D ROAD W_A� 1NG 1 9A4 � \ etb2Gy' r 91 CO _ SEPTIC SYSTEM 1 _ r i SR.T FENCE 1 SILT FENCE OUTLET SEE DETAIL SEE DETAIL 4 - LIJ 1 1 o gs1 1 N 1 C3 i- 11 �:1 ,- APPROX �1 f LIMITS OF �1 DISTURBED AREA S. 1 927 is 0.85 AC nl 1 vo �1 g20 sn m --- . �1 gr13 - - Y, Upy 2 1 STABILIZE BANK IMMEDIATELY AFTER PLAN APPROVAL 1 - 1 40' i cam _ Sul i i _ r ` i a - 926 s23 2' g7A 2 NO. DESCRIPTION DATE 13YDATE: JUNE.2017 DES[ENEQ RHW �., WNRIGHF& ASSOCIATES DRAWN LGO aw scriE ;=off !y`; ENGINEERS& SURVEYORS HUGH D. SAMPLE & JORDAN SAMPLE BUILDING doa NO,: 12�mNc r:Z_ // PROPERTY ID 3649L721173Ei BUILDING NQ.; CHECKED RHW _ 7 8p` fj�),� , 4190 HIGHWAY E6 SOUTH �/ii NEWTON, NC 28658 PROJEC RHW Q s nFYc�R �r?Zti; • • SMYRE FARM ROAD (828) 465-2205 OFFICE NEWTON, NC 8655 EROSION CONTROL FEATURES (828) 465-5878 FAX SHEET 6 QF 2Q ISER TO^NN, 6'AROYE CRAM CAST IN 24'DIA RISER d'AGOM1E GRAOC WSPECRaV PORT CAST W 24'IVA PLASRC RISER OWAOE APPROMYAR.EY 1'1 �APPROX GRAQE TAP OF TANX AlWAGMYAREY OY f' TT- Fmp TANK T ['OOip11A7E WYERr R" WIN MVTUNG COYLRACTCO FEFLVENr I 1'PVC lNROENT PIPE ix" yW FLOW CAPAOTY I !,IXlO LPO I I I `1� 1,000 R.l AS APPROF[o SEPTIC TANK BY NCTIENR PLS SYPPLKr LEGS 6 REGIAREO BY MANW'AC SECTION SEPTIC TANK Nor To SCALE ....TANK NYSr REAR R!E MEMO APPROVAL NYYRER 1 CAST 1N 24'VIA RI� 4'PEC WFl.NEN!1'IP£ `.� CA5r W 24'&A RISER YENY RLdEN WSPECROV PORT LtitlYNECRON Yffifm AS,�� APPROVED RY NCYIORP 3 — — 1,000 CALLON I — -.- - --- SEPTIC TANK f 4'6OL f0 P6S EYTLUEN7 PIPE "-BAFRE WAL PLAN LEPTIC TANK} NOT TO SCALE M1lO. DESCRIPTION GATE BY _.--.. —.:: T __ _ ......JUNE -,IrI, GATE: .NNE,xa k? nEs�cxeo RwW pR , WRIGHT & ASSOCATES JOB NO.: 1 51-001 ozAwx Ecc }T ENGINEERS&SURVEYORS HUGH D. SAMPLE & JORDAN SAMPLE BUILDING ` n cxEeKEo RHW - SE rD- r r �� PROPERTY ID 364917211735 SEPTIC TANK DETAIL wixc `, 4190 HIGHWAY 16 SOUTH NOT TO SCALE 7 NEWTON, NC 28658 PROJECT RHW F� R fAr� � • � SMYRE FARM ROAD MANAGENC5 I : • i� . ..�¢�C�,. (828) 465-2205 OFFICE NEWTON, NC 8859 A (828) 465-5818 FAX SHEET 17 of sa Y I INFILTRATOR SYSTEMS INC. QUICK4 STANDARD 9' oC(TYP.) CHAMBER BED NOT TO SCALE BACKFILL MATERIAL - NATIVE, OR ESTABLISH VEGETATIVE COVER - FILL PER DESIGN SPECIFICATIONS 4' MAX BURIAL UICK4 STANDARD (TYP f - _ _ DEPTH P R DESIGN 12" - - - - 14 34" MIN. PER CODE OR DESIGN C0 INFPIRATORS ,PJC. 6 WRIM PARXAR%ROAL P.O. P.o.aox lee INFILTRATOR SYSTEMS INC. ""AY8ROOK,CI vs EQUICK457ANDARD PH.1130e122L4ae CHAMBER 8E0 F%.10EUI Sl1-1ppl 5'f W Yl.ItJ F I Ll R A I bR5 Y Si€h�S.COM S-1e NOT TO SCALE Checked BCP Dole 03130/2006 Q4_STDBED Drawn By: Kt3 Sheel 1 Of I INFILTRATOR SYSTEMS INC. QUICK4 STANDARD TRENCH DETAIL (NOT TO SCALE) 36" MIN. TRENCH rrUl HO FiFt PROPER QRNNACE ESIAEEISH yELEYAUPE Obi 0 L(W)AREAS HM-1R c A EAS CONNECTION DETAIL TO INFILTRATOR I >s- NFLIRAIOR sYStCW.NC. 66813NES5PA ROAD P.O.PO%168 INFILTRATOR SYSTEMS INC. "'AY&ROOT,Ci864I5 QOICK457ANDARD PH.10001311.41% TRENCH DETAIL f%.10681571-1!101 n�TRi:�LF.:':61 c.ti GiAI Scale NOTTO SCALE Checked BCP Date 03!3012006 Q4 STDTRENCH Drawn BY; KJB Sheei 1 of I N0. D€SCRIPTION DATE BY AFAL MTf: dLRRf,2Qi7 DESIGNEO RHWFRIGHT& ASSOCIATES M NO.: 1251-001 '=� ENGINEERS k SURVEYORS FfUGH D. SAMPLE & d4RDAN SAMPLE BUILDING DRAWING DRAWN LGc CHECKED RHW ' (L� 3J b /� 4190 HIGHWAY 16 5OUTH PROPERTY ID 364917211735 SEPTIC SYSTEM DETAILS r ,; NOT TO SCALE 7z� 1 NEWrUN, NC 28658 PROJECT RHW X 01 "` LUAAGfR i Ll ,'I!J G�` 828 465-2205 OFFICE EFARM ROAD WTO � ) NEWTON, NC 8858 (828) 465-5878 FAX SHEET 18 OF 20 NOTES: FENCE FABRIC SHALL BE A MINIMUM OF 32'IN WIDTH AND SHALL HAVE A MINIMUM OF 6 UNE WIRES WITH 12'STAY SPACING. TEMPORARY SEEDING SPECIFICATIONS FILTER FABRIC SHALL BE MIRAFL 140 FABRIC OR EOUIVALENF. FOR LATE WiNEER AND EARLY SPRING sol AWP OIM SEEDING MIXTURE rOLLOn g/ v SEC. la'S FEAr10ZrRT 4,000 U ACM aiWxO AaeRCUL & STEEL PDSTS SHALL BE W-D"IN HEIGHT AND BE OF THE SELF FASTENER ANGLE STEEL TYPE. ATE(C$IM)-1m LO/ALAE UNESoWC­0 750 SILT FENCE SHALL BE PLACED t0'OFF TOE OF FILL SLOPES frmz�lwAlnillK oezR xml ouwpr/,ntrl w YYlcuie W/Aam SWK MENoR SMA.eT Mows WIN Asv E.VMTM%OR Wuw ar TpAPOnMY[IIYVI 15 NOT Ta EArETN EMORANG IrD0.A 0191..9LlG4S SIL;NEARLY S—Cm I�R V"AS R YNLT BEYOND XNE AYnFTIAIICL 4 S TIC DARrr FRYE.NTIB IIS NOT FLNLY ADEOIAIE RESEW,RDD2E m 1A ACI rvE0Y YT0.Y yN. -YAY 1 FWOwAo FB09m 01 SIR aTIeLR pAYArE. STAY WIRES MIN. 12-1/2 GAUGE TOP STRAND MIN. J10 GAUGE FOR SUUMER: nA`Law AndvS IN SOL TESTS aR AMY?,00010/AME IXWNO AMC LAMA N a-cnrxp nxnwE: trx±ralE••o Tw In/AxxE 1a-:e-ra rvrvzER UNE WIRES MIN. 12--1/2 GAUGE aERIIAN W r-40 LA/AtlSE A MIN, OF 6 fA W=-snrWW BroAAtixAss YAr BE InRIOV SUBis.mPT AT A RARE W SO UO/AOM APPLv..Boo LB/_ RW EICINQ Satin BY'Aaano Wm ASRW.r,I,Me.d1 YALCH MOLIV04G ADO_A osT Wm BLAms—io v SeVONr Cm BE USED AS A ALCR BP:Ve06ATLs ANmmNX,Tool. WAY I-AME,I5 AlifFxRY(L RTFP.uale w 17xaNTR I$Hot?µLY IZEDUAM RE3F0,RErFarMIIE AND 1-04 M1IYEOA76Y 1`01N 11 0l040N RI MNER DAWAOC FOR FALL: SOA"DCUMM. _ µfps RELdYYMOAtIOMS Or SOL TESTS Do A Y 2"UI/ACRE rAWNEI ATRLLITURLL s1Wx0 YIXNnC• wmuw:ATN'"10^Cos 10-10-10 mnu m FILTER FABRIC R'Y(quail-14a UI/ANE A7Aa0 APPLY A.DW 18/ACA[aTNTG-Orae Sean 0v TA-0 wm ASAHALI,KTM%OR MW Z SEERNO DATTs MOW TOR.A u WIN iAABEs SEA NEARLY SaWaLr IpoI W—AS A YOLaI STEEL POST_ 057 MIO I6-PEC aI ANola a T00L 'O iaiI }NICE: _ W u00M IST 15 WECE TsvGra Exi PIp 11tiP00A0RELY Y. TCavm BEM0Y0 AWEWDREsS 111m]So�S.AOW05Em WM Or in NIm 50 10/AG-ic NOBS lL�f0E2A M LATE PTBIATARi aR EAERY uaM PERMANENT SEEDING SPECIFICATIONS FOR LATE WINTER AND EARLY SPRING SOL EIEA0WT m SEEDING MIXTURE 'MwT�E F�AwWa°rvseAlH/�4;W lamlL Mrs on�Y zm M/Am oRaMiR O AVltcvi. -14 A REBEL fE9A.E-300 les/A9iE MWBS,N00 ao_A Ei slRAll:CMMORLASES ETtAN RL SM' T BE US,RET-1 A to IAAa1 �BOTWM STRAND A 10"Ol'IC SOUL A O94 Wm WADES ser NEARLY 57A.ea7r CAR BE VE'A AB R WµbT ANwoRwc roDL MIN. 110 GAUGE WAw_.M. —STEEL POST 'm J �'C Ov'AY I F�tl1W0YmTNGYF1iW EnO l mKa FJU.Y ADIAWAX NESEEO.RPLRTuaE­0Y 111AENAMY FOR SUMMER: SOT,AYEIaINNTs: p SETlMtO YNNRE: n3U."UuESToh_ANO IseM.R(wSwS or rO�-10�10 FWaOA�Y Fox;U ACRE WHIN A CLXB ML I REOE1 msCuE-300 10S/ALAE N Saawi r>'_U:1-SS LBS AaIE 8'ExIM STRENGTH FABRIC W/O WJIE BACKING (R16Wn—4nWYW Wr�50 i". APPLY ADW OL.A Cl S111X1{ELITES 51RAn eY'AMC C ASPIut E AAS A tld IAILM EtrHpRWG 1001.A DISK WaE BL1DEs SEr AFEAY STRNCHr CAM BE USED A6 R rnA1A W STD,STRENGTH FABRIC W/0ARE R4 MHO AeWO m .W. SEFOYIO DATES' R VER.NCE YAY 1-AWG IS RDTOmTFn IF GROMIR a NOT ADEQUATE,Rfstm,IaTUITUAR FtN NAeI 1YYEMAIELY AlAINlENANCE: rQLOANC TAOSIXT co,OnaA ORN.ATAZ E INSPECTSEDfME.VFFENCESATLEASTONCEA WEEKANDAFTEREACHRAWFALL A57fFANY B" FOR FALL: FoU"'rwe'wr,' REQUIRED REPAIRSfMMEmn-EY. u'I°is�Aso YMAW/Aam 10 io lalimTw�r T.avA Ee/AwE aLwxa AlxcoATuvE. sZOz10 TOXnAtt: SHOULD THE FABRIC OFA SEDIMEMFENCECIXLIPSE,TEAR,DECOMPOSE OR BECOME imoa''EscuE-3o0 Les/ADE yr s neo m/ACK SM.AxaLm TE,.SIBr r4oWE Wm—f.xErTw4 W wla RNEFFECTA lE,REPLACEITPROMPf1Y.REPLACESURLAPEVERYWRAYS. sxallo DATES: MORMOTOOL A DISK Wm BLADES SET NEARLY S1gNa aW BE USLa As A WIAOI Rue 16-DEC 31 ANNINIAG TOD_ REMOVESEDP.fENT DEPOSRSAS NECESSARY TOPROVIDEAMQUATE VOLUMEFOR WAwTaI.m RLENEXTR4WFNPTORFDUCEPI?MUREON77YEFENCU 711XECd4E70AVOID REVEN AYO NUBRnu2E 0-0M ARM 1 MBEXY,roPGr,Yss Wm sa lelAaa or NDmoLax UNDFFMlNINGTHE PENCE TN/RfHG CLE4AlOUl: WwnlYirBea UM,1A I i Eo[u AN un Frar9p�ARv oq FARCY v' DA' Ts,r>vEeaiv wsx REA(OVEALL WENCINOM4TEHIALSAND UA(STABLESEDIMENTPEPOSDSANDERING THEAREA TOGROIDEANDSTABILQEfTAFTER THECON7771SUTfNG ORIIINAGOAREA HAS GROUND COVER REQUIREMENTS. SEED BED PREPARSTION NOTES: BEEN PROPERLY STABILLMD. SITE AREA STABILIZATION TIME FRAME STABMJ2ATION EXCEPTIONS 1, Surface writer control m asurae to be installedoccording to plan. TEMPORARY SILT FENCE PERIMETER(RHES,SWAIM DITCHES AND SLOPES 7 DAYS NONE 2.Areas to he seeded shell be ripped and spread with IAVoilable HIGH QUALITY WATER(HOW)ZONES 7 DAYS NONE topsoil 3'deep. NOT TO SCALE3.Loose racks, mots and other obstructions shall he removed from IF SLOPES ARE 10'OR LESS IN MKOTH the surface so that they will net interfere with establishment end SLOPES STEEPER THAN 3:1 7 DAYS AND ME NOT STEEPER THAN 2:1; THEN 14 maintenance of vegetation. Surface for N.al seedbed preparation, DAYS ARE ALLOTTED at floTshed grades shown,shall be m as.ably smooth and uniform. SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'114 LENGTH 4. If no soil test is taken.fertilizer and 11me to be occording to seeding ALL OTHER AREA W17H SLOPES FLATTER THAN 4:1 14 DAYS NONE,EXCEPT FOR PERIMETERS AND HOW ZONES sp6cifications above. In addition,provide i5 Lbs./1000 e.,OI SUpsr- 5. Fbso 1 lalasl is token, provide fertilizer and lime according to sail gest D'TIN.RLNX part. ?�1'Lnock'ALYA+fCATE 6.Fertilizer and time shot(be oppifed uniformly and mixed with the soil sroxt during seedbed preparation. 7.Addilltmol erasion control measures may be required depending an field NOTES: a.ditions, 1)REDUCED PRESSURE PRINDPLE BACKFLOW PREVENTION B. Mulch to be Locked or mechanically Lied down within two days after ASSEMBLY SHALL COMPLY MIH ASSE 1013&AWWA Coll. mulch 1.spread. _ 2)OOVOLE CHECK VALVE BACRFLOW PREVENTION ASSEMBLY `- SHALL COMPLY V47H ASSE iOE5&AWNA 0510. I LII IIItI ulllu If IlI IIl l .., - 3)BAfXRQW PREVENTION ASSEMBLY SHALL 8E INSTALLED HO LEAD REWCEO PRESSURE PRINDPkE BAtl(ROw PREYENTDN WITHIN S--FT OF THE METER EOX. A55MBLY 4)BACXFLOW PREVENTION ASSEMBLY SHALL BE CENTERED VARVES $O• ON CONCRETE OR APPROVED noatQA55 MDUNRNG PAD (BE W WACIVem) AND CENTERED WITHIN ENCLOSURE. CLASS 1 OR CLA55 2,ASSE L 5)MIHMUM INSULATED CLASS I OR CLASS II,ASSE 1060 ENCLOSURE ANCHORED Trip OOF LLJ WEATHE'RPR00F ENCLOSURE REWIRED(HEATING CONCRETE OR APPROYEO - Of UP174NAL). ;• FIBERG ASS MOUNTING PAD {-- 6)OPRONAL 120V GFCT ELECTRICAL RECEPTACLE TO HE LLE ANCE z (n INSTALLED IN ACCORDANCE WITH THE N.C.EtECMCAt ii O f LOGE FOR OUTDOOR OPERATION. CA"O EIACIIOOAL RECEPTACif m („) 71 PIPE MATERIAL SHALL BE PVC(SCH.80 OR BETTER), 6'MIH,` (OPTIONAL) J COPPER(TYPE H),OR'NO LEAD'BRASS(UNS C89833 e' r ------ _--_ __-... -_ ._._. mPER ASTM B584). WIN. --------""""'` � R}IN57ALLATIQY SHALL BE IN CQXPLIANCE W1H ALL a. A READEO d APPLICABLE TONE ORDINANCES MO SPE(7FICATIIN7S UNIaN AfAINTENAIVCE' IN AMITION TO THE N.C.PLUMBING CODE. _ AWNTAINTHE GRAVEL.PAD INA CONDITION TOPREVENTMUO OR 9 PROPERTY OWNER SHALL BE RESPONSIBLE FOR SEDRMENFFROM THELEAVING THECONSMUCIAGNS=THIS MAY } MAINTENANCE AND OPERA00N OF BAnIFlAW `�- WWiWUM 4-' N PORT-PROVIDE REQUIRE PERIODIC TOPDRESSING WRHRIMLHSTONE AFTER EACH ASSEMBLY AND COUPUANCE WITH REPORTING ANO g OS GRENADE OL1r OF 17AINFAtL.INSPECTANYSTRUOTUNE USED TO TRAPSWIMENFAND TESMG RECUIREMEHTS, 6'uin. NO LEAD OSURE(MINIMUM mu CLEAN ITOUTASNECESSARY.IMMEDL47ELYRFMOVEALL OBJECT70MBLE 10)ALL BRASS COMPONENTS SHALL BE'NO LEAH'BRASS 9ATL VALVE SITE OF RPZ) AfATMOILS SPILLEA WASHED,OR TRACSEO ONTOPUBLICROAOW4Y6 NEERNG UNS 089833 AS PER ASTM 8584.CONSTRUCTION ENTRANCE 4' M&OF CONCRETE SLAB.OAIENSroms PER SOx,DIM mRER Menuum 6WEOFICATIons NOT TIO SCALE OPENING ANNULAR AREA 6_ ROW 1N 7H FLOW STANDARD 2 H COMVERCUL OUTDOOR BACKFLOW ASSEMBLY I NO. DESCRIPTION DATE BYDATE` JUNE'ZOI7 •"" r WRIGHT& ASSOCIATES HUGH D. SAMPLE & JORDAN SAMPLE BUILDING JOB NO.: 125f-DDB DE51GNE0 RMY 'ARD{.,Y ENGINEERS&SURVEYORS DRAmNG DRAWN LCC Y %- Lila PROPERTY [D 384917211795 SITE DETAILS CHECKED RI-11W NOT TO SCALE s �f ��7 4190 HIGHWAY 16 SOUTH RHW 7 8 !JI • NEWTON, NC 28658 SMYRE FARM ROAD INtQiECF Z� A • MANAGER n;'/ �GN� (828) 465-2205 OFFICE NEWTON, NC 865H AAAAAiu'iaR` (828} 465-5878 FAX NG, RE1'ISIDNS DATE BY SNEER 19 OF 26