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HomeMy WebLinkAbout20071114 Ver 1_Site Plan_20070709 i i i r 1 i ~ 2e' ~ ~ { ~~~r.rt o+/r~~r~~~ anti....` . l i ~ HERBERT t ~ ~ i ~ ~ ~ i r ~ ~ i ~ e / ? ~ ~ ~ ~ ~ W HENLEY ROI?D SITE j:! i N ~r1 ~ 16.4 f~ i l~ / ~ Z IE~4Mh.8S' ~ ! ' / i ~ i ~ ~ ti ~ j j 1 SSMH ~ r'~ ~i •I w 1 / ~ if ~ ~ I ~ F,,., 15 J ~ t f r R/W idONUMENT ~ ~ IE.= 44480' ~ I ! r FOUNb O 553.9Q' j ~ / / / / v~ i j !l ~ 4.8' OFFt.INE M ~ l ~ I ~~y,~ u~e~~ ` ~ / ~ / ~ 85 ~ / ~ t l ~ / ? ~ ~ / / i • f r r! ~ 1 LOW MMZE: 2Q9t / r ~ ?i , i "e t , i r~ ~ ti ~ ~ ~ ~ ~ ~ ~ ~ j ~ i i w~-~/ 1 / ~ .r'"''„"'~ ~ ~ . ~ 1 ~ ~ ~ ~ ~ ~ r ~ i 1 i ~ ~ ~ I ! / / , ~ ~ V~~i~ir~ 1 T M 1 ~ i f i 1 ~ ti i Y MAW (NOT TO SCALE) I~ ` ~ ~ 1 1 t ~ ~ / ~ G ` ~ ~ .i ".::y' 1` ~ r~~. .:M ~ ~ ~ ~ ! r.. / ~ • ~ / ~ . • 1 ~ ! i . ~ ~ 1 / ~ 1rrr, I .r •r . •r• ~ ' ~ ' ' / SURVE r ~ ~ RVEYOR'S NOTES: ~ ~E. i 444 ~ 1 ~ ~ rr4. • r ~ A? / / .,ti • . +r Y r. r r,r / l ~ Z 1 ~ ~ • ~ • ~ i ~ ~ ~ ? ~ ~ ~ 1.) ZOMNG PROVIDED MVIDED BY THE APPROPRIATE ~r•. ~ r ~ i A t ~ i of ~w•.. I • . l ~ ~ 1. r . ~ • 1 1 I / . r ~ j ~ GOVERNI~IENTAI. A(~N ~ ~ i i ~ PURP05ES ONLY. ?L AGENCY: TO BE USED FOR INFORMATIONAL ` ^ ~ j~ ~5t / r ~ o ~ • ~ ~ ~ ti / ~ • ~ t 1 ~ / / 1 ~ ~ ILY. ~ ~ I~,~ 44b.15' ~ ' r j RR SPIKE IA1 PP ~`-~i : ~ ~ ~ r ~ f r ~ r c t f ~ t ~ ~ t i o~ ~ . ~ ~ l 1 , ~i ~ i , % l Z) SGl1ARE FOOTA(~ 'DOTAGE AND DISANSIONS OF STRUCTURE S3 ~+C 1 l ? t a.' ~ ~ ~ ~ ~ i 1 o~ ~ I ~ , ~ ~ ~ ~ 1 ARE FOR MIFORw1A110 j i j ~ ~ , ~ _ _ ~i qt SALE PURP05ES. AIATIONAL PUI 'OSE-5 ONLYo NOT FOR ASE .POSES. r ~ 1 i 1 ~ ELEV: 448.57' ~ I~ ~ t ~ \ . • • i 1 1 l j 1 + J 1 ~w ~ , ` 41 s ` • L ~ ~ ~ ~ . ; ~ ~ 1 1 ~ _ ~ ` . ~r~ ~ r ~ ` ~ . ~ ~ ~ ~ ~ ~ ~ ~ i,~''~ ~f~ i ~ 3. HEIGhIt MW DIw1E ~ % ~ ~ i TREE UNE i / f ~i ~f~BUSHEO BY TttI / r ~ ~ d.ECTRON~C SURVEYI i i ~ - ~ ~ , ~ t i~ i ~ bIStONS SNOUt.D ~ / ~ I ~ i t ~ , i i LACAt EI.FCTWC COM i ~ % ~ 1 i i i i 40 DIMENSIONS OF O V ELECTRIC UNES 8Y TRIANWLATION METHODS USING ~ ~ ~ ~ ~ ~ ~ ~ • ;~t• , PURVEYING EQUIPMENT. ALL HEIGHTS AND S / ~ i, .r HOULD BE VERIFIED BY CONTRACTOR OR :tfC COMPANY BUORE CONSTRUCTION BEGINS. ~ ti d 1 ~ ~ ~ ~ r r f ~ ~ ~ ~ ~ w / o , t ~ J ~ / ~ ~ 1 _ ~ ~i' ~ ~ ~ 1 1 1 ~ ~ ~ 4.) MILE t~AARKER 1.O ~ ~ 1 i~ i ! i IER LOCATED ON INTERSTATE 85. ` ~ ~ ~ ~ ~ r~ % / j , ~ , ~ f ~ 5.} 1 HEREBY f~R71Fl i 1~" ~ ~ ~ , TFIE FlEID SURVEY IS CERT'IF`Y THAT THE RATIO OF PREC3SION OF IRVEY IS 1:10000 AS SHOWN HEREON AND ~ r f ~ ~ ~ ~ ~ ~ ~ ~ I ~R ~ r... 1 ` ~ \ 'rte • ~ ~ ~ l III^~1`V~~ ' ; ; ~ / THAT 7HE ~EJ? wAS tEA WAS DETERWHED BY DMID MMOD. ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ l 6.~ Ti~NS PLAT HAS j / ~ 1 ~ 4 1 / OF A TITIE REPORT T HAS BEEN PREPARED WITHOUT THE BENEFIT l ~ ; ~ i!r ~ ~ 1 ....r ~ ~ ~ 1 ~.,.~IdO.. ~`""w. ~ ~ ~ / ~ ~ f ~ ~ ~ j ~ Al.L. ENClJMBRMIC~S tEPORT AND DOES NOT NECESSARILY INDICATE tANCFS ON THE PROPERTY. ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ f ~ ~ J' / ~ ~ ~ ~ 1 1 1 ~w~r~ r~,M~.v+' ~ 1 ~ r y ~r 1 r' V ~ ~1~~~ 1 1 t ~ 1 ~ ~ 1 1 wr 1 1 ~ ,rte"''", r i f I ; L i i ~ t ~ IEs44282' ~ ~ ~ ' ~ ~ - ~ t I: ~ ~ 1MRE: 35.3 / ; 1 j 1 ~ t• LOW MARE 21.2 % I 1 t r, ~ 448- . 10 t 1 1 ~ r _K~ ! 161/~~ _^ya rrFa ~ / ~ ~ rte.- ~ ~~~"~.,_~.r-~ i f i ~ 1 ~ ~ ~ i ~ ~ 1 ` ~ • ~ r~~ i ~ 1 ~ ~ r "'~'iQ / 1 ~ ~ ,,.~a ~ ~ r ~ 1 1 ~ ~ ~ ~ ~ ~ 1 , ~ w ? / / +++....r ~ r ~ IE+4424 ' ' t ~ ,..w. ~ ~ f~ ice' % a~ rawtc S ~ ~ I ~ ~ ~ / / ~ I ~ 1 ~ ~~p~ r~ / rrf ~ VW V , FOf}T BRIOGE ~ A I ~ 1 1,' Wli~ 5A~ 21. t ~ ~ ( ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~ / ,,,.r ter, \ _OOa INFORMATION., ~ ~ i r r ~ i 'r,.. ~ ice' / .l~~i SUBEC;T PROPERTY IS LQCAT M IN ~ / ~ ~ ? ~ w ~ ! ~ 4 • ~ ` ~ ~ ~ 1OOD ZONE *r & FLCM ZONE 'A' ~q~ ~ ~ r ~ 1 ~ ~ J'~~~ LOW 1M1~: Z4~Of ` ~~_---~w~ \ ~ r ? ~ r / ~ ~ / ~ t / / . ~ ~ i 4~ . \ ~ ~ ~ / ~ ~ ~ ~ / / ~ ~ ti ~ / .1• ~ ~ 1 ~ i / ! / f ~ 1 •1,1. ttli• .••r ~ • / ~ •f. ? 1 w / ~ I ~ Aw Xt r.~ r+l 4- AREAS DETERMED TO BE OUTSDE THE 500--YEAR FLOOD PLAN ~ 440.1l~ ' ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ r ~ I ~ / . [ ? ~ / Jf .f..l... ~ / / ~ ~ r ~ ~ 42' ~ A. N~! 8A ~ ~ o~c ~ i i ~ ti NO BASE FLOOD ELEVATIONS 00RUINED ~ ~ ~ ~ ~ ~ ~ / ~ ~ d .,r ~ / ~ / ` ~ ~ ~ ~ ~ ti r ~ ~ \ ~ ti qAK GRANM" COUNTY FIR#A ~ / ~ / ~ 1 ~ ~ r ~u~ ~ r ~ \ ~ OOMNU14TY PANE. 370323 0150 C / i ~ 1 ? / i ~ ~ C t ` ti ~ ~ ~ ~ ~ ~ ~ CITY OF OXFORD FIRM I j N ~ ~ ? r / ~ ~ \ ~ I ~ 1 ~ i , ~ wr .r 1 w OOMMUNITY PANEL 370107 0150 C i / f ~ / . .1. .•li ffffll.l , ,AI 1 ' . r . ~ ` ? •.11 t ~ ~ ~ ~ \ 1 r ...43g~. ~ \ ~ 1 ~ ? FFEC11VE DAVE: SEPTEMBER 28. 1990 i~~ n': '4• ~ ti ~ t ! ~ ~ 1 ~ ~ \ 1 1 t ~ J t 1 / ~ ~ ~ 1 ~ \ ~ ~ ~ ~ ~ 1 / 1 1 \ ~ )T FOR RECORDATION ~ O 452.93 , y t 4 ~ j ~ ~ ~ ( ~ ~ J + v ~ ~ ~ cS3Ji~y1~Ft9.acja~FE 1~j:4_~~:~ 11~!i ~ ' ~ ~ i ~ f• , i ~ ~ t \ 1 / 1 ~ 1 ~ 1 r } ~ 1 ! »•w.~ :'Iji.i:: : i'i iii . ' ' ~s ~ , r .;r; .1 ...'~."~J•..sl. ~ 1 ~ ~ / ~ ~ 1 J 1 1 t t t I ~ r ~ i 1 ~ . i. . . • • i':.;': ~~'n.'i !:~•"!•Ei7ii.'i i.i:'~' .:'s3ii~•! . tl. 1 a. 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E 4 t ~ 4 ' ~ torpa~eanr tic • ~ ~ ~ ~ 1 4~ ~`'«~lapl?? 1 y w.r M. ~w ~ ~ ~1 M. ~ +q ~ .rr ~ wM r a..1 M* ~ ~1 r ATE OF lot NORTH CARI)S NA r ? ~ IE~432.84' ~ ~ o~ cn~a,a~?~ r~rK. nwe 1 ppE AK#1T-bI-wllY ~ i I ~4Z1. ~ • TP GRANVILLE COUNTY ~ 1~ ~ JJJJJ: ~ \ ~ ,,r ~I I~ ~'t ~ ~ ~ \ r w ~ ~ r J ~f 1` Dd MA1FR 1MA.VE I.N~NIED ACCESS • ~l l \ ~ ~ ~ INY 1NA1ER 1181 11N11'IE lJNE 4 1. CWP ? ~ ~ r CITY OF OXFORD ill j ~ I ~ ~ ~ ~DMH 8i0R11 GRAM MANFIOL~E - - OA9F~D N1K1E l~ ! a- gig 0 q CA7~CH BA~MI 1rEFdrO~Nf Lll~ w ! ~ ~ 1 l ~E ~ ~ ~ ~ 8'JIIH SIWTARY 9ri1NER MAlNi01.E OOtIOLE Yt1,LOw t,N'~ ~g os~ .9 . N' ro N ".~.s• dw ? T TOPOGRAPHIC ~ ! j i ! 1 1 ~ ~ DQ a1l Ql1s YALVE S' OONT+OINt • • 1169 D E. Z • 41, '16 • 0. ~1'N ~ .e+ G1 1PED 1'E1lP~lOtE PEDESTAL ~,M~ . • • 1,.. u ~ .7~ 41 7 . ~ y~ ~ t 1 ¦ 4 SURVEY FOR 1 i l ~ iE=429.95' ~ ~t oPnc c~ei.[ M~wme t c~na~e I.L ~ ~ rwv~ tnEE uNE ' s` ~ w I ATITl1D : • _ Full . FOE HVWANT OXF(m)KU Kt: I Al L ~ Nr.W MON M (PAr R9W) LL, I.ONGITUOE: =78*36'46.482 60' RIGHT-- OF-WAY aP oosINIo woM ao STM DRAM PPE / INVI NVESTMENT, LLC. r ! ~ ~ E=428.44' ca - 0%0*" aocmc uE wow x FENCE r 1 1. ' 58 SAMTAIlY SEYrER LINE ~ MIL.E MA~CER 202 i ~ LOCATED ON ~ INTERSTATE 85 SHEET 1 OF 3 MATCHLINE A i HE~tBERT ~ ~ ~ ~ a' s/s ~ HEKLE1f ROAD AD SITE j ~ , - 1 ~ 15 15 ~ ~ ~ J aRpy~ R0A0 ~ ~ r ~ r ~ lI ~r j ! RAP ~w 1 ~ 85 ~ 1 a 1 1 ~ ~ j + r r I!¢ j ! 1 VIGINITY M SURV zoNn~c ~ovro~o ry MAP SNOT TO SCALE) ~ r I 1 l!~ ~ r ~ '**a~` r ~ r ~ `r i t 1 1NOTES: t 1 i i~ ~~l r' ROWED BY THE APPROPRIATE IE=434.78 il~jJ I l j f r GOYERN~iENTAl. ADEN PURPOSES OMIY. A!. AGENCY TO BE USED FOR INFORMA714NAL ylY. ' +r^ ~ ~ r ~ ~ 2.) 5{uJARE FOOTAQ ARE FOR tAiFORMAT10 ~T SAL£ PIFRPOSES~. FOOTAGE AND DIMENSIONS OF STRUCTURE(S) ~i / ~ r ` ORMA710NAL PURPOSES ONLY. NOT FOR LEASE tPOSES. i s ~ ~ ~t`t~/ 1~ ~ ~ ~ ~ ~ TREE UNE ~ ~~1 ter, i~~' ter'' 1 ~ t ~ i i , i ' 3.) iiE1GHT AND DIMS ~ ESTABLfSHED BY 1RI ~crnoN~c suav~n oi~sraNS ~+ou~u ND DIMENSIONS OF OVERHEAD ELECTRIC LINES BY 1RIANGULA71ON METHODS USING 1 ' SURVEYING EQUIPMENT. ALL HEIGHTS AND / / ~.oc~u. ~crnic coy MOULD BE VERIFIED BY CONTRACTOR OR RIC COMPANY BEFORE CONSTRUCTION BEGINS. \ 4.) MILE MARKER LO S.)~ I HF.FtEBY CER'll~' THE F'1ELD SURVEY I 'iHAY TFfE AREA WAS lKER LOCATED ON INTERSTATE 85. ' CER'I1rY THAT THE RA'11b OF PREgS10N OF ~ ~ ~ JRVEY IS 1:10000 AS SHOWN HEREON AND tEA WAS DETERMINED 8Y DMO ME1i100. ~r r~~~~~1ss / ~ T HAS BEEN PREPARED WITHOUT 'THE BENEFIT tEPOtT AND ODES NOT NECESSARILY INDICATE r / . / ~ ALL ENICUMBRA~NCES IANCES ON THE PROPERTY. r i 1` ~ , ' / I~l HIGH 34.3f ~ r pow w~~: 2a~ ~i ~ ~ ? ~ ~i ~c ~ ~ ~ ~ ~ ~ 1 i 1: 41.69 i ~ r~ I~~~ ~ / 44204' 1 / f ~ ~ ~ / ~ ~ ~ ~ ~ rte' ~ ~ p~' OAK % O 1.87' ~ / ~ ~ OAK r,,.~'. ~ ~ ~-..-.ter. ~i ~1 ~ 442. ' ~ t ~ i 1MRE SAG: 12.8 f a~ic ~ '~r~` ? j i j, l ,,,,r 4. /i~___J i ~ / ~ / l~ ~.ar ~ ~ • \ 4 ^ ~ r ! t' i i ~ , ' \ G M 1 i ~i i ~ i / r! ~ ~ FLOO _OOD INFORMATION: ~ i ~j lL' ~ i i i oAK OAK ~ ~ / sue,~c ~ooo z ZONE X: ARE SUBJECT PROPERTY IS LOCATED IN 1 j / 1 ~ ~ 1.001) ZONE "X" do FLOOD ZONE 'A" 443.24' 1 i~ j ~ i i i ~ ~ ~ i C: AREAS DETERMINED TO BE OUTSIDE THE 1 ! ' / i ~ i' 800r-YEAR FLOOD PLAN f/~~w'~~ i ZONE A: NO 8 1 ( ~ i COI~IMU i NO BASE FLOOD ELEVA110NS DETERMINED I ~ ~ HI VNRE: 3i.7t ~ ~ GRANVILLE COUNTY FIRM COMMUNITY PANEL 370325 0150 C ~ ? LOW VNRE: 21.3f i r ~J' ~ 8, g~ ~ MAP N0: 1912. r I~ ~ ~ ~ WILLIAM T. I: , ~ 1/ ~1 t `nzEE uNE D.B. 256 1912.04-69-8891 - - ` 1 i CITY of OXFORD FIRM N /F ~ ~ ~ f. ~ ctu ''~~--449-~~` J/ COMMUNITY PANEL 370107 0150 C ?M T. OVERTON MJ/ ~'__r~~.~"'.~'~ ;~'r~, 3. 256-407 ~a ~ ~ ~~C~ ~ t FMC71VE DATE: SEPTEMBER 28, 1990 j l I j NIP 5/8" ti f ~ ~ ~ r ~ r' aEeAi~ ti i ~ +______,~`'r ; MATCHLINE A rvo-r F i l~ IT FOR RECORDATION • ~ ~'~1"~q;?a SURY SURVEYORS • ENGINEERS `~OJ~~9j~. ~~O ~ ~"~qG ~ ~ 32 ~~`~°e,~ lEL (88~}X2 ~,y EMAIL• DRAWN: ASN REF: PLAT BOOK: FREELAND & ASSOCCIATES, INC. ' 323 WEST STONE AVE. GREENVILLE S.C. 29609 384) 271-'4924 FAX: (864) 233-0315 :MAU jfrooland0waftiet.ott, not ASH PARTY CHIEF: WD CHECKED: JCC BOOK: SHOWN HEREON REF. DEED 80010: BOOR: SHOMIN HEREON TAX I~AP SHOWN HEREON DATE 4f SURVEY: ; JRVEY: 0CTOBER 6, 2005 UTILITY CONTACTS: )RAW: OCTOBER 13, 2006 GAS: GATE OF DRAWN: PSNC PHgNE: 877-77&-2427' LE('~~C DRAWING N0: 1a: 58833 CONTACT: CUSTOMER SERIACE POB POINT of eECIN~MNO GATE bF LAST RE d' .AST REVISION: 4-2-07 Aoa1IONAL TOPO PHONE: P4C PoNT of OOI IQ~IT 60' 12(Y 180' SPRINT test to~a+oRMr ~t PHONE: 500-788-8272 ~ ~ ~ CONl'ACT: CUSTOMER SERVICE rower t+a~ SCAM: oa w~~e v~vE cnBI.E: ~ wM w~~ae ~ TIME WARNER ~ SiDt~l S7~O~r1 atAw M~+o4F Cdop ~+c~: are-m-~~~~ L ~ Jam/ • CONTACT CUSTWdER SERVICE O CB CA1+d1 9~ m s~ ara+rn~tr a~x~t wMr~ : i r / « ~.Q o'1-111 ~w ~ L ~ ~ rr • r~ WAKE POWER DQ OV W?f VAL1~ PHONE: 9t9-863-b300 O 1PlD 1l1~M10N! P~C8Tl1t +"r r A PHQNE: 800-743-6300 ~ FooMat art oP»c Crete r • ~ r FlRE Ft1~DR~wr DUKE ENERGY ~ n~ NEw IRaN Pw (a/'~" REe~w) PHONE: 800-777-9~8 p EIP Ek1siM1~ If~tt ~t RLS: JAMES JAMES R, FREELAND 1~. • DOT• GE - OVFJlFIEAO ElOC1114C tJl~ N0: 1-28' • STATE GR C1 To S 81S STADIUM DRIVE - ss sANI'fARY 8E1~Jt IJNE -Al ou~~. Nc 2rfo4 - w wn~ c~ ***CAUTlON*** ~ora~: a~~-gao-~sa4~ - uc- ors u~ t~MTACT: FtaBERT H. MATHES..Kt ~ ppg ?TE OF FORTH CARC INA w~7'ER do sEwER: cMV c~aNwd?hv were. ~c N.G d~E c.ALL: untm e.~OCAT+oR ~RIACE GRANVILLE COUNTY 3 DAYS BEFd~ 04f~1l+IC CALL CITY OF OXFORD ~~wn~o~nA~ Q ~ a 211 VYEST C STREET ~ ~TOLL~F~~-.E 1-800-83~-4~ 8U1NER. NC 27509 CONTACT: CART. JACGBS - - DAg+~D w~~ u~ A o~ GLL ara~OYt Pa~lt t~wamr Ito ,ioe s~Err. PHONE: 919-37:~-3112 ~ TOPOGRAPHIC OOUlLE 1IE[lAMI LNiE ~ ~ PI.AWWING DIIASION: ~ 001t~01~lt AAA?7~IIIC /~lL I~~T~/ .....~~~.~.~..~r~....... SURVEY FOR wsnnmus %nnim I I ~ mL unor~"u vwuw an~wn nws 4~ awnIor DEVELOPMENT S£RIACCS t aaTOt~t Am aaa ruaW o ass aw.a~. w ~E1roR mm= NO 9tlARAlIwNOT Im P.O. BOX 877 rY'YY1 taEE uwE uirnts omorw oownm w. Ia uw~t of a~ OXF OXFORD RETAIL 122 MAWIWSBORO STREET oa+ae w roc oA a~woa~. ins a~~oa~~ p~ 81~) NOTwA1~UWT i11AT lllL III~M~OUq tl~11~f MIOM~I Al1E MI OXFOl~. NC 27585 "Moo"" ~rtua AUK uoa~ a ~ ~r~~ N"PO~is ~ WAT CONTACT: JONATHAN COOPER ~ sroiar oieM WE ~vK~wt. ~ ?as ~ toon INVE,' JVESTMENT, LLC. NONE: 919-683-1333 x rpm u~omomoi~o uwu r ' SHEET 2 OF 3 MATCHLINE E ~ i i ,r~ / / ~ 1~ 1 ~ ~ 1 ~ I HERBERT ' ~~,~,'tE 4 ~ ~ HENLEY ROAD ~,,f,, , ~L SITE i !i i r j i ~ ~ UNABLE To aeTaN Il~wtr i j i ~ ~ r ~ oesTRUC~o 15 15 KN*~ ~~t~ ~ ti r ji 85 R0,4D ~ t~ j ~ rt r ~tlilt ~`'K ~r~ f~~ ~ VlC1NITY MA 1 4 ` (MAP {NOT TO SCALE} ~ /f 11~ 1 ~ / ~ 1 ~ IN7ERSEC1'i0N r 11 ~ 1 1 1 IE=423.15' ZVEYORS NOTES: ~ ~ y ~ SURVE Ilr:~~ ~ i 1 i~~t 1.) ZONING PROVIDED 8 ~ ~1 ~ f i ` / ~ E. X19.14 ~ ONLYAGENCY i ~ :I ~ ~ 2.) SQUARE f00TAGE A 1 I 1 ~ ~ ~ ARE FOR INFORi~lA710NA w~~~ i ~ i ~ + ? .E X19.89 pR SALE PlJ12POSES. 01DEo BY THE APPROPRIATE AGENCY: TO BE USED FOR INF!bRMA110NA1.. )TAGS AND DIMENSIONS OF STRUCTURES) ~IA710NAL PURPOSES OW.Yv NOT FOR SE1SES. ~ I ~ owrsmS OF ovERHEAa ELECTRIC UNES 3. HQGHT ANn OIbiENS ! ~ t.E. 419.14 f 1RIANGULATION METHODS USING j ~ j i ~ j i i ~ 1 ~ {.E. 417.04 A9U5HED .BY 1RIAN f ~ * I.E. 417.75 ELECTRONIC SURVEYING ZVEYING £WIPMENT. ALL HgGHTS AND wLA BE VERIFlEQ BY CONTRACTOR OR i ~ i ' ; ~ i i i; r i ~ ~ ~ „ l ~ 18" Rd' 'IS` RC~/ D~MENSitMiS SHOULA BE ~ t~oca~ aFCrn~c coMp ~ ~ ~ ~ 4.) MILE MARKER LOCA ~v r ~~.I` ~ 7F E' FI0.D SURVEY 15 l.E. 415.85 ~ ! ~j r 1 I.E 417.39 h+Ar n~ ~~n was 18" RCP r i r ijl~ J I 15" RCP g.) THIS PUT HAS 8E f ~ ~ 1 I ~ ~ r ~ C OF A '1171.E REPORT Ml ~ i ' r ~ ~ ALL• ENCUMBRAPiCES O ,.~~~r i = ~'iT Ali COMPANY BEFORE coNSnRucnoN BEGINS. 0 { ;1g .R LOCl11ED ON INTERSTATE 85. GRi'tFY THAT THE RA110 OF PRECISION OF ,IEY 15 1:10000 AS SHOWN HON AND 1 WAS DETERMINED BY QMO METHOD* ' " UTILITY CONTACTS: i i J j ~ s / j I 1 ~ , ~ ~ HAS BEEN PREPARED NATHOIJT 1HE BENEFIT SORT AND DOES NOT NECESSARILY INDICATE c~ NcEs ON THE PROPERTY* ~ ~ , ~i ~ f i i ~ ~ ~ ~ MAP N0: 1912.04-71-9346 r - PF~iO~NE: 6~~-77s-242 L.EC~t~ ~ i ~ i i i i t~ N/F CONTACY: CUSTOMER SERVICE p~ poa~ ol~ o i i ~ i / ~ , ~ i ' i ~ i ~ HERBERT HENLEY P~~ PoC PONrT OF C0111r1o~CEME7lT SP~N.~ # ~ORAR'Y BEpGN1ARK ~ ~ ~ ~ i ~ ~ i ~ ~ ~ ~ QVIRA HART HENLEY ~ ~ ~ ~ ~ i , ~ ; 4 ! J ~ a~ D.B. 255-279 PHONE: 800-786-6272 uOHr l~oi.E ~ CONTACT CUSTOIrtER SERVICE P~ ~ ~ r i { ~ ~ r r i ~ w~~ ~ t I.E. 413.15 i ~ ~ ~ ` ~ ~ ~ i y r ~ i i i ~ i ~ i ~~i ~ i 04 wnmt vN.v~ cA~.E: ~ wM wu~~oe r~ ~ 1 ~ : ~ ~ X15' RCP ~ ; i i i ~ i i ~ i~ ~ i ~ ~ ~~I P~Fl~ws 877-777-7371 m ~w staa~ oiu~ ~~ots CONTACT: WS'f01~lER 9ERIACE O cs CAta s~?aN~l i , ~ r , , , f i i ~ sa~1 8/~T~R~r s~w~ ~t~a~c ~ i W POWER DQ 8V OAS VALVE ~TK ~ t}' : s,', ~oN~: ~~s-~--Baoo a ,moo ~xsw+a~ ~~bd i i ;r~ Q ~ ? i i a~oN~: $oo-~~-s3oo • ~ Inc c~ w~ / Fp1E N1fDRANT t f~ r+~ v . y 1 DUKE ENERGY ~ ~ ~ ~ ~nEt~: ~ PHONE: 80Q-77'7-9898 p OP i Y16~Tt.Atii~7 ~ ~T - CE - ovlltl+EAD l~t~C7111C l~MIC Y16~TlAtii`~7P:;•s~1;,~`~';i'~`.'~;:£?~ii2,4~dCh 1~f 1'11 ~A ~ I.E. 41.42 w ~ ~ ; ~ cx~va OOD INFORMATION: / oURHAM~ Nc 27704 - w - w~~ urn 1 PHONE: 919-SQO-6847' - - UO- OAS LMIE - - - . ~ ~II~ s \ c~ nm in !r ' ` uexcT PROPERTY Is LOCATED IN nm 7nNF No ae FLOOD ZONE "A" 001~1TACT R09ERT h. MnniES. ~c ~ ~oRCm c~o~+a+E~ r~u N.G. ONE C~IL• UINJTY LOG'Al~R ~ERVIGE ~,~~r j - E 410.38 c~ oGttRUfi~?7ED MEtAi. PIPE WATER do SEWER: Q~,r ~r-oF wu?Y 1 I ~S~ RGP Z~{VE X: /1RE/~S AREAS DETERMINED TO BE OUTSIDE THE 90U1H GRAkVILLE WATER 3 GAYS BEFFORE DIQgNC CILLL ~~.L ~1 1 ! ~y 30 ~ ~ F' 4~ ZONE A: NO BA r~ ti ~ I.E. 405.43 500 YEAR FLOOD PLAN / ~ ~ ? ` do SEwQi AUTHORITY ~ j 1JN'Ili~ HESS 7011 FREE 1-800-83~ 4046 211 WEST C STREET NO BASE FLOOD ELEVATIONS DETERMINED 8U'iNER, NC 2709 - ~ D~~p NH1E uNE /1 oNE cAU. s1RRJM I~+olt oo1M~MMtY NID dos tAF[ttr. GRANVILLE COUNTY FIRM CONTACT: CAFE. JACOBS ~ PHONE: 919575-3112 ~1~ ~i~ r { ~ ~ , ~s acP coM~uw~ SN w ;OMMUNITY PANEL 370325 01:50 C • ~~s OCIJ61lr ~ftLLOM LJME 1~~~~i ~ ~ d A~ p ~ ~~`b j r ! I ~ 1.E. '408.13 COMMUNI f CITY OF OXFORD FIRM PLANWING a1ASI0N: 8' CON'rdllt ne unutrs saws w?rs wm~+ tocntm GRANVILLE COUNTY r~a+~ rrn~er~taN aID oa~n+o o~~r~t ;IMMUNITY PANEL 370107 0150 C 1 1 1 • ~ KT,~_.. ~ 1 1 1 ~ M~1P ~{V0: 1812.04-~ 8~ ~ ti s ~ v ~ i DEVELOPMENT SERVICES _r_.+- ' ~u~u~i M~iow o~oMV~NOin[ u~iaTmlt~~ ~ ~ ~5~ RAP EF~E~11YE ~ 'a ?T v}/~? NgW~r,~. / 1 I.E. y1~07.88 rECTIVE DATE: SEPTEMBER 28, 1990 - ~ ~ ? / ~ 1 ~ 4 ~ S 1 1 1 P.0. BOX 877 rv~r~r'~ ~pE tie ~ N ~Na N~woaw~. ors awre~ wR+uw o~ 122 IMI.LJMI~ORO STREET ~ eIQN M ours' ooo~~~~+t uiow ~a~u~soai~s~a~~~+r ~a nT ~ i ~ WILUAM'~' OVERTON i r i ~ ~ i 1 HIGH VNRE: 31.2 f / ~J, O~ORD. NC 27 65 TMcr Inc uoa~ma a ~oaru?M1° ar a ~E ~a ~raw~~ ~ ~ \v ~^i- ` i~ 1:5~ I CIO 1 ~O 0 ~,~a? 1` FOR RECORDATION ~ D.B. 2~~-407 ~ ± 1 y 1 IAW IMRE: 28.1 t d~' ~ viii CONTACT JONATHAN CO~PQt . = ~ s'~oNM ORAM MBE ~?v~t ~+e ~ ~~~r t~oonmo PHONE: 410--603-1333 - x - rp~oE m t ~ ~ f ~ ~ ~ f ~ 1! 1 , i /ii%, ' I ! 1 ~ l.f. 407.32 * i r~r , ~ ~ t 1 ~ ~3" RCP ~ ~ + ~ j (I~ / ti ~ Freeland,, ~1 y ~ h. I MRVEYOR9 • ENGINEERS 9D1 ~ ~ ~ I I I ! j ~ SURVE i. OP~4127d' :•409.99' • ' i "i r i i ~ i ~'REEIA w /~i t I t 323 MEELAND & ASSOCIATES, INC. 1 / I /i a 323 WEST STONE AVE. ~ GRE O ~ 1 I I ~ Q ,i~./'~~ ~ ~ ~ ! ~ I I lEl~, (g64) 271 GREENVIL LE S.C. 29909 ~ ~ i i i i 1 i i i i ~ t I I ti , / I t/ iii Ali ~ ~ ~ ~ i t~ I ~ E1~tML• l ~ i ? t 54) 271--4924 FAX: (864) 233-0315 WAIU ft"ond0woridnotatt.not ~ ~ ~ j ' ~ ~ it i~ i ~ 1 iii ~ i + HEADWALL ~ i i i ~ ~ ~ i ~ j ~iii~ ~ ~ IE•413.86' ~ y ~ 110Nt GRID GRID E K~ 1 I i ~ ~ ~ ~ FoCMKR ~ 40.29 ORAwN: ASF! f~ GRID N: 926978.650 ~ ~ ~ ~ ~ ~ ~ ~g~,,~ M PARTY CHIEF: WD CHECKED: joc ~ ~ ~ ~ i i i ~ iiii r~ ii i , BOOK: SHOWN HEREON GRID E: 2123667.320 t P~ t i ~ ~ ~ ttF~. PL11T 80~FC: ?TITUDE: 36'17'46.208" ~ i~~ i i i? ~,i i ~ ono eoou: BOOK: SHOWIN HEREON ~ ~ j ~ ~ NIP g /S" f ~ ti i ~ ~ ~ I~ t ~ ~ / ~ ~ LONGITUD ~C~' GITUDE. 78'34 49.367 i i f ' , ~ ~ ~ TAX MM SHOWN HEREON i ~ URVEY: OCTOBER 8, 20061 1b t ~ jl % ~ I/jI f DATE Of SURVEY RAW OCT08ER 13, 2008 / ~ l l : ) % HIGH WIRE: 27.8 t / ~ ! / I ~ii~~~ ~ GRIQ N: g21835.84~ 5~,,~4p i rg s~ i ~ - ; ~ ~tAwiNG NO: LAW WIRE: 23.8'f j ~ ~ ~ ~ / i i% /~,f ~ ~I ~ ii/ MQNUI~EEN~ U (aR10 E 2117820.502 / o:g33 r / / N ~ ~ ~e~ ~ {DISTURBED) Q'1 ~ ` dA1E OF VST RE 32-2274 ~ A ~ ~ AST REVISION: 4-2x-07 AWT10NAL Topo ~ l~~ii r~~ 1 ~ ~ j ~ji j 24 f 6w 1205 180, / r ' ~ , ~ ~ ~ I ROAD ENDS ~ MAP N0: 1912.04-82-22 _ \ BELCHERNd~BE1CHER ~ • / i ~ 500 FEEL' ~r ,CtiER ~ 3~2t~ ~ . ~ r{ ! ~ x~ j s 4 ~ r, ~ , SCALE: 1" WY ~ i i ~ 0.8. 238--174 ,~%Jjlttiff r j r CAR 80XCULVERT ~ / / f j ~ i ~ ~ / 9x9 I } ~ t J ~i ~ ; j ~ ~ j tom'/~ °~l ~ I ea. 11' HEAOW E~ ~ O i ~ ! ~ ftwo 10 .00 ~~r w j jl j ' I ~ ~ j~l x O ddP I • / i n ~ ~ ?If~ 1~ l 1~ ~ f i i 1 I i~ i ~ i j ~ ~ r~ ~ 'x`~-` ~ RLS: JAMES R. ?MES R. FREELAND ~ r ~~i ~~i~ ~ ~ , ~ i~ ~ ~ ~ ~ > > t ~ ~ l~ ~ / N0: L-2856 -2a36 111111 j ~ ~ ~ ~ ~ ~ ' r i k t 1 1'?! x I.E 400.03 ~ r ~ i ~ ti ~ 3p- ~p__ ~ ~ ~ ~ , STATE NORTH CAkf OLINA iTE OF f~/i~~// / ~ . ~ / i / GRANVILLE COUNTY J ! 1 ,,i f ~ t Jn j ~pi1ERT ~ r ~ VAUL ~ ~~j 3~/ J~ ~ ~ ! rl ~ J j / f~k CITY OF OXFORD ~~/i~~i~//~ ~ TOP~416.38' q ~ CS r ' ! ; ' ~ ~ 1 ~ 1 ~ ~ ~ ~ i~~~4 ~ ~ , ; ~ ~ r~ TDf TOPOGRAPHIC , HERBERT HENLEY ROAD ~ ~ ,k~ ! i ~ j j t ~ r i ~ l r' , ' ~ t ~ \ \ ~ 4 J ~ ~ i r ~ t.E 400.x1 ~ ~ \ R~ SURVEY FOR SR 1 B47 1 / ~ ~ f r t 1 ~ t t ~ ~ I i 1 ~ / . l ~ V 1 RIL %L ff NO Awf% r-% rm% r-% r-r "Vm A I I JArUKU ML I Al L VARIBALE WIDTH RIGHT-OF-WAY MATCHLINE D i ~4 INVEI% (VESTMENT, LLC. Ina SHEET 3 OF 3 a= REVISIONS BY ' T T AREA ~fAl~J ar~A s~ a Pa~~ aa~no '~D1C~ PAINT STRIPING LEGEND ~ 1N°~'= RATtO PARKNG FRONDED FRONDED P~C'gNG PARKING R~OI~ P~20VIO~D pYSL/4' - DOIt~.E 7ELI.dW SOLD Lll~ / 4' WIDE k AI.L DWI~ION $YSL/4' - SINC~.E YE~.40W SOLID LNE / 4' WIDE FACE O~ CtRB, ~501VS I~L~SS OTl~?YVISE NOTE. ARE TO 10. ALL PARKNVG SPACES ATE TO BE 9.5' WvE At~U CtRB, FACC ~ HI~LDNG, OR C~IVTERLI~E OP 60'' TYPICAL 4~L~SS N~TEU dT1~32WiSE. WAL ART I~f8.796 S~ 5.00!1000 7~4 '184 '9.27!1000 IB 70 PARICQVG SYOL/4' - SM+IGL.E YH.LOW DASHED LN~E / 4" WR7E 5VYStJ4 - 5rJfvI.E WHTL SOLD LII~ / 4' VYIDE Z. tl~LESS NOTEt 36A00 S~ 5.00/I000 182 187 5.G4/1000 5 g SWDL/4 - SMVG~.~ WHTL~ DASHED LYRE / 4 WDE gTAI~DAf2~ DUTY 0. ALL DIS7l~D AREAS ARC TO RECEIVE I~OI~ NOTEU O?1-82WISE. PAVEM~VT 9~-IALL F.~ S OF TOPSON,.~ 9~EU. Ml1CN ANA WATQ2 INTN. A ~ 7Ap 3 0 s Dl1TY ASPI~IA~T. I~EAITNY S'fA~D OF GRA55 IS ESTA~.ISI-ED. 5VV5'V24' - ~IIV61.E WH'T'~ SOLb LIVE / 24' VVDE ALL HANDICA 185J96 S~ 3.00/I000) 926 976 5.27/1000 23 25 NAN]ICAP .~i~. AISLES ARL TQ TdTAL SIGN. 8'i'ALLS ADJACENT Tp$ FOOT STRIPED RB.OCATION. iNICl1JDNVG BUT NOR Td AI.L 15 dPby~ ~D ADDITION TO TI- 4~. l~d.ESS IVC)'f~ 'A . 2L TQ RECEIVE A "VAN A~SSIBL~' SIGN N UTILRES. STORM DRAWAG~. TRAFFIC S16'IVALS ~ g5 TO TI-E ABOVE POLES ETG AS REC~ED. ALL WORK SHALL E~ IN f, ACCORDANCE WITH GC)V~?1WV6 AUTE~0471'tES r i NO'f~D, ALL C1~8 /W7 GUTTER TO ~ TYPE (CATIONS A1~D S~L4LL ~ APF~ROVED 8Y $UCN. a-~- ~ ~ ~ ~ VICINITY MAP (NOT T4 SCALE) , r,.,,,_._.. a i .f R ` 5 ~ ' ~ 5. CART SA WAI.-IWAQT. l'I-E PLACE N P~21CA LOCATI~1 OF C vwTM sTCx~ te n~ coNraA, acn~aa. ~r,~~ and o~ GALS SHOVVtV ARk? PROVIDED BY 13. WIETLAPDS DIS'f Fi.LOV6 PE~RMtTS WUST f. 'fl-E CONTRACTOR SHALL ASS~E AND 6E OBTAIrED PQKJR TO START OP COI~T~JC110N. , 1 PARKAVG WT. EXACT NLM~2 AAD . ~ , OF CART C~ORRAI.S TO BE COORDINATQ7 14. T?-E SITE WC)RK FOR 'fN5 PRO.ECT SFd~4l.L' MST OR ARE G~fVSTRUCTt~V MANA~. @C~ 'tl-E AAOST Cli2i?ETIT WAL.-MART S'f 4hDARD SITE 9~~ Wl~6Ef~' C~ SPACES p Y 3 t wo~+c ~~caTioNS. N asp s~c~vv f I pNTRACTOR SI~aAU.. Q~ TO T4~E TU2AL PLANS FOR EXACT LOCATIONS ANA 1.'S. R~ TO Ai2C~L PLAN FOR SITE LK~HTN+G g~ CART CORRAL t r ~ ~S OFD VESTIB~E. SLOf~'ED PAVING PQRCI-~S. ELECTI?K.AL R.AN6. Y . , 1 ' QauPS. mucK ago ~u?c'r urN. Q 7. STOP' SIGNS RUCK WBLS,~. PRECISE ~li.D1PIG D~YuE~l01~S. 1 r CT IJfN.17Y INIRANCE PONJTS. 16. S~ ~If~ION PLAN FOR Al.l. PF20PER1'1f UPE 1-IAI'~ICAP SYMBOL AND DISTANCES. 4 (;ATE PAV~T' ~ SIGPIS SI-(ALL MIEET 't1~E CINfB21A aF 11~E f ~....~r...... ~ N . STATE O~ NC)17T ADD MlJ'rCd Sf I ~ 8. Pt.ACE UN~ F~ NORTH CAROI.NA ~P'T. OF 'IRANaRORTATION 17. SEED ON I.AN t~OR ALL CURBED ISL.N~D 1~ C~IVCRE'TE PER ARCF~REC1' Cd STAt~~1RD°' O~B~NS. ETC. b PAVEMBVT STRPIN6 Ohm ~4tS'{.~ 51GN AND PAST ON 11yE END OR ~8. S'~E 1J11tTY PLAN FOR ReQt.1N?~ llR.TY ED'S. ~RKWG 6AY ISLAND AS AT~D. SE'E OETAd. {-EAVY DUTY PAVBuENT ATI~NV D LQC . T ?NT C)lilll.~ 0~ R / SI-E~T FOR TYP ~ ~E~ 4414A~ 9. ASSOCIATE P ~ ~ / I / ~ DISTIN~-I IT 1 ~ / J aR TYPE, SIZE. ETC. l5. S'E~ SITE DEl'ALS ROR OONICRETE PQV~uENT JOMVTIVG OETAI.S. 4~ DN2~C'f10NAL laR20W Y Tls) i tB 0 SATE PARKING SHALL ~ STS VIAd't'E TO ~ PANTED STOP LNE Ct~ R' p ~ pET'A~.~ ~-I IT PROM PATRON PARKBVG. ~I BV SITE LK~-1T x . . o~se~CS VLV GL.t/f'IYIGr~~I~ _ N N r I I ~ ~ I ~ ~ I ~ / l I ~ ~ ~ ~ ~ ~ ~ ~ ' ~ I~ ~ , I ~ Q SI . ~%j ~ ! i ~ , ~ i ' 'J 555 . l ~ / eb ~ ~ ~ / ~ / ~ l ~ l ~ ~ ITS L~~~ND 1 ~r,. ••r f ~1 ~ DY~L! N ~ l ~ l ~ 1 ~ ~ / ~ i T~ 1 ~PANTE'D TRAFF9C Res W1~'NO / PARIdV6 FRE LA(~E' PAAVTED ~r I~~~ I ~ w ~ ~ wma a• ~ vu~ RAMS ~ _ AT 25' O.C. tSEE DEYALJ ~~.r. ~ ? ~ 4 r TYP T1rP AREA (TYP) ~ ~ ~ DErAtla ~ I r•• _AREA ZSTRPC~CAT SYSV4' AT N .w ~ . ~?r ~F~ES'TRIAN CR055WAtJC WfT4~1 ~ ~ST~MDARD ~ ~ 4 VVDE PANVTED WI-17E ~ ~ ~ ~ ~ 1 $TRPMV6 PARALLB. TO C~1TB? ~a _ pQEC^r10N OF TRAFFIC AT P'Yl. •r ~GAI ~ ~~l IV' ~ ` ~~,DM~` - ~ 2'-O OC. I~II.~SS NOT19? OTI~ERWIS~. SEE [~TAL AND 1, ~ . ` SITE PLAN FOR WIDTId ~ 1t I J R ~ ~ _ p ~smuw azoss~rv~ s~ Tal?il 4 ~ . , o~u i ~ , . ~ ~ . r~',. i I.I''1~, ,i•4~ , ' ...~..ww• I p pw ~o, ,~K ~ _ j v~ma-~ a~n wu~-2p Tom.. a ~iT~P7'OR ~ C . j',, o _ 0~~) . y, A cf"~','.~ f,. . , O'YE1D' PAHVTED YH.LOW ON LQCA ~f MONK" ~C~ 0~ 4 M g J I ~ PAVEMENT. TYPICAL (S~ Q _ . :J V "r• ~ oErau ' My ' ~ R ' . , ~ ~ , O oPs~oewa~~c ~ aae~a I . , ~ ~ / ~ i r I J APPROXIMATE j v~Cl-ITECTURAL PLANS FOR 11111 i ~ I i I ~ . E ~ LOCATION OF t LXACT SIZE, LOCATIpN QF i ~ 4 I L ATK~N A . u - ~ ~ S41L DISPOSITION r ~O°~. ~A'~ A"°'°R dow I I T T ~ TLt~ ~U r I /d1/ ' • ~ a AREA REC~LJ~. RAMP PAVfBu~VT i ~ \D ~ r I I a . . 6 J , .l 8~ ~ r PU.lSH WITH TI-E TOP 0~ la q4b i ~ u r 6 ~ PALLET STORE i c ~ _ . ~ ti . ; '1 ~ ~ ~ H , ~ , AREA ~ O6' DIAMETER PIPE BOLLARD err u~M ? ~ ~ I f M C-I S • o , U ~ ~ 7'96 ' ' / ~ A7-C,'RAOE OVERI-LAD D00~2 LOCATION (RED ARCEa>. ' ~ . f~~ 44 ~ 1~ r 6 ~ ~N ' I, • ~ r t OSTRIPYVG FOf? TRLIGC DOCKS TO 8E (2) 4' WIOE SYSL r ~ R • • U r ~ • ' r r, r. :f r ~ ~ ~ y~ r j ~ ~ r . C • ' ~r . ~ r ~?YSIJ~' ~ . y I M D • f . _ , O ETE COFACTOR pAD WITH MA50rRY SCR~N WALL. I N ~•w.¦...,.... .r S f ~ 6 I7 7/ • Q ~ ` CONii'ACTOR PAD TO 8E f tl`YP7 A . • f' S P~ TOWN °j' ' R~JR~IVT5 aZE=ARC~d~. Z 6 R ` d J I, M r' y ~ 'fir • r' ~f. a' ~ ^ A~~ ~7~ V . , _ ~ ~ ~OONCRETE TRANSFORNE~? PAD. ~ RE= UTt.ITY PLAN P`OR DL 0 j ~ II , ~ ~ r r u r - • o~ r/~,•r •~,,r . , r'~, ~ ` ~ ~ F'RO°f'ECTION TO 8E NSTALI.ED , Q ,/f,r ~ " r ~ / DN~SIOW PLAN FOR EXACT . Cldq~l Q - - t ' I l . ' . p ~ ~ o JV ~ ~,L~~ ~ LOCATION. f • I ' 6 ~ ' CAE OETAU ~ ~ ~ nACC~.E PARKING SPA. o •~JllClh~~ / i s ~,r „ ~ ~ N ~ ITAL. FOR TYP[CAL ~ ~ ~N~~OIVS ~D t I i r . ~ , r ' LOC•ATION~~. 'VAN' U~DICA'1'~S ~ I ~ r----j ? . ~ ~ VAN ACCE~LE SPACE ~ ~ I, ~ r i ' I I I ~ ' I j ~ ~ ~ t 1 ~ i i ~ ~r~' s~c~v vwn~ r-o P~ovte~ f~ , ~ I i r +..I i I I , ; ` . i ~ wi-n~ sroP eaz. s~ A.av i ~ i ~ . FOR LOCATION (SEA 0~7'AI.). „}I,. u~~ I ~ ~ . .N '.iIGN~" 27 t ,~,~.~a O ~ ~ I . ,N~t~' P':~. 'I .f ,c.~:~wc.. t~°~:~ ~ I II~Ii ~ I , • ~ R . i ~ , / LC.W F'E:s.9'i ~ ~ti OCAR~T CORRAL - TYPICiAL. OF ~ e I I.I _ W ~ ••.-...+r-..~• ~ 11 I'll 1 ~ r rf 'T ~ r tie ~ t, / ~ I ~r r 1 r . , ; ...,r' ~ . i i ~ Ot0' X 6' S7RPE0 AREA i / PANIEU WITH S7SL/4" 5TRPE'S u.~ V~r~ M . ti . F r ~ ~ F'c..?~~:: ~ I , • ~ ~ STORMWATER ~ ~ ~ / AT A"S: 2'-O' OTC. A7 J~ ~Q o ..r . r L.w w ~r 1 ~ Vr}ti.' • ~ Li ~ ~ I ~ ~ ' 1~ "7 r A / 1•~ pp 1 .1 1 ~ '1 ,rw~~ r~ 4' I i r h, 'fir ~ ~~JL! ' MANA~IVE~IT / i ~ i ` CRAKE LOCATIgv QZE=ARCH ~ ~ 1 ` ~ ' ~ f . 1• ~ . FACA..iTY / / ~ rO~t ~C'r ~OCA~t~u. . 0 I i II ~ I I I I ~ ~ i ~ I I r ~....r. ~ 1 j / ~ ~ ~ O2'-CY LOADNG ZONE AT ACL ~ , i ~ ,r„~ ~.R~ PARKHy6 SPACES. 4' ~a ~ / ~1~ / ~ PANTO-D YB.I.OW S'~R~'MV('' AT ""1 ~ r ~ ~ 1~1~ ~ ~ ~ t ~ ~ / ~ ~ W 2'-O" O.C. P9ZP~DICIX.AR TO ~~~~k .;t ° / ~ _ ~ T4~ PAi2KING SPACE tSEE I j i~ I ~ ~ r' , ' ~ ,•I , • 1 l ILUk Yt~RE _'d.l't ' . ~ / ~ } ~ ~ ~'~~`~'y DETAIL) x ,r ~ f ~ / . ~ ~(//11~~]] O ~ f 'V.4I ~ ~1 ( / i ~ ' ~ ~ ~~l ~c~` ti.~ P; ~ OO IB' C~N~ETE CIRB AN) / , , f ~ti,~ t~Tl~. S~ PLAN FOR TYPE . F I A~ T$M - ' ~ ` F~ 3 ANA L.OCA'~IOI~. • f •s, f '~,4`v, t ~r: p~~ ~ ~ ~ ~ ~±i ~PAN't'ED DIRECTKJNAL ARROW yy I t 1r1.. ~ DECAL). I I I ~ ~ ~ I I ~ ~'+.M, w ~ . ~ ~ ~ Q6l~.DIVC SET'BAC~C LICE PER f ~ I A I ' I r' . o 1 i ~ ~v ZONING ORDINANCE. I I i k ~ I ' • w e ~ / I ~ ' / / / T ~ y OAI~.E ~AT012 S~ I k I ' i ~ ; I I .....,..........~...r.•. ~ is ~.r..r....,.. ~ tip- ~`~r I. l/ TYPICAL <SE~ ~TAp~. DRAWN I M i _ ,,I .fl ~ ww• f .t I ~ rr... .r. ~.r~.. ~ y~1 / ~ CWECKM ~ I ~ I L ~I`., f ~ ~ ***CAUTION*** MGt. 1 • I 4 I ~ P I ! , ? ~ .y ~ •i' ~ i ~ N.C. d1E CAt.l.c tJTIt1~OCA7Y l TCyR S~VI~ DATE 1 M I 1 ~ 11 i ~ ,.rw.. M I 1 0 r ~ i; i I I , ~ ~ j' ~ ~~;:U,`.S"_i FAIL 3 QAYS BEFdiE OIOOMIG CALL SGAI.F ;l 1 'I i . I , ~w Fry ~ ~ f. ~ ~ ~ ~ •-'fir.. ' 1 .r A OM[ Glti SYS~/ ?ON Oa1M~M1Y ND r0. lMCT1L ~j 4M,„.~ ~ y ~ _f08 Wog, 'I ; , ~ ~ , . .E:. _ I . ~ $wwT "m rm sow MONUMENT 2G J =:f-l_ N. 9i2. 29.i IT 9 2G 1 121 Q. 1,21 9. F, el 7 1 UWAM Ufa" -W WAMMU Yusm ON" Alb am UUM IM MPUWVW4W%Sm-o 6o ?1 13)4. 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SOU#h C"Oft 2%09 2361 centenr9a avoi,e .F ANaery SC 29803 864-233497 fmc 864-233-8415 803-502-2288 =Z . , , , , . , _ w_....._....w _ _ . . / ~p~jw~ w~t ry1• K~1iGi~"I"GL 3 ~\1 .~MM/ O E=~~t~ • TOP OF CLAY COi~ p, A7 TaP OF= BEi~M REVISIONS BY ~WV FOR RC~~VCY PLAN ~R C OL PLAN FQR C+O~NT'~ CONTROL PLAN POR I.~,,,' WAY WAY LOCATIQN C ~LfTI.~T WEB? 1t? TI L L A OLffLET WER CLAY ,MA?Ef21AL TO ~ USED FOR CORE i~Al1ST E~ TYPE ~ LOCATION p.' OR '~1-1' AAA7'ERIA~.S, AS CI.A~ 8Y TIE l1~ - . - . A?TI _....._...w_ SOS CLASSIFIGATIdV SYSTEM _ NOON 4 .Q 49.E 36. --_.........__W_..._...... it _ . =I S!~OF~ ~ 3i~ ~ MATFJ~IAL CLAATION M1.1ST 8E gE'T~~ED B1f. OR 3~~-~ N THE P OF, TI-E M IT TESI'NG ARM. 41. 7,~ {TYPJ 4),S IT'If~J fTYP.) _ ~ r_.. ^ _ _ TYPI A CLAY CORE DETAIL ' ` _ _ ~ _ - - _ - ~ sccae= KTs. ~ _ ~a C~aY•'x~r- ~o aE ` N.T.5. N.T. 111•T.S. N.T,~. N.T.5. N EXISTRV6 h~-- 4' ftom PRO..~CT ~.SCRIPTION a ~ Pu~os~ o~ ~-as ~ro.~cr ~s ro coNSr~ucr A ~nb.~n s.~. way..-nu~T e~. a.so t~ ASSOCIA'fEU PARKING Ai2~AS. DRIVES, UTILITY SB2VK~S. AND WMSC~IPNG 71-E PRO.ECT NG.IJDE~ OI~E STaRMVVATLR MAMACEA~NT PC~IVD. ' WF-Np-1 IS SCZED TO PR'OVDE WA7F~7 QUALI'CY IN ACOORDANCE WITH TI-E 5'rAN.lARD6 C'~` THE STATE OF NORTH ~,bp CAR'OLNA Af~D TI-E CITY OF 4~ORD. TI-E POND VYLL DETAN~I T~ 2. S. 10. Z.S. $O AID 100-YR 5T4RM EVERVTS. TI-E R - ~ T~~. REAR {CAIN. TQ ACK • T~c~a~v.•o 3 AR RG ALM T POND WU. OUT1.eT TO Aht COSTING STORM WATB2 SYSTEM AS SHOWN ON TI-E GRAQNG PLAN. T!-E PdVD IS IOC.~A'i'~ Y A a TACK IN~t.C~ ~ OR , I ON TC~ OF RI . ~ wA ?.~a b TALL. II~TAL C~ ALONG TNT SOl1T1-EAST~2N PC)RTION OF TI-E SITS A TOTAL OF APPRO~?AA1'EI.Y 37A ACRES WLL BE DiSTl~ZBED OI~NVC' l'1-E CONSTRUL"TION 1~20~SS. ALL PNASE.S OF CON,IRUCTION WN.L IIVC'XUDE ATE LION CON'TROI. T~ T 80L. T Tim MEASI~'2ES. TIC C)R1~ICQ GAF T x T~ Off' 6 b .~4~0 3 ~lL~~~~ TI.E SITE IS LOCATED ALONG NC 1-MGI-NYAY 1:5. AT 1~$26ER1' F{~L.EY ROAD PEAf2 IT5 IN'T~R5CCTION WITH M~TERSTAT'E 85 I' ~L. ~ 432. st IM OXFORD, NORTH CAROLINA. 'll~ SUBJECT P~OP62'i'1~ BVCOwPAS5E5 AP~120XIMATEiY 40.0 ACQ~S. 11~RE 15 IVO ~v~a 1 11V~ ~ .~5D1C7101V/>L VNETI.APD LOC.ATEU ON "fNIS SI'Z'E. XT~D b AT~q ' PVC FROM ~ Y • TI-E SITE CXX~NTLY E~S7S AS P'ARMI.AW WITH A PORTION OOVERED WITH WQODS. TI-ERE ARC FEW EXIS7MVG ~ V~ ~w ~V~ ~ 4~~ 1 rr~ ~ v~ ~av~ DRAINACo~ SWAI.~S LOCATED N Ti~E PROPB2TY THAT DRAIN Sl'ORMWA~7 f~IaVOF=F Td NORTH EAST AND SOUTH 5DE OF Tf-E PROPERTY. TI-E PROPC~p quIP170VENIE~tTS SNOW OONSTRIJCTgN OF 2 ACX~SS DRIVES FROM NC ICI-NYAY i e ,7~ ~ t wr~e rwa~~s t5 TO T~-E ~VEtOPMFh11'. 1 nn 1 ~ n n ~ V4' OI~9Vr6 bALV. OR At~,M+~J~I • 1 J 5 \ / / ~ s y I 1 4 Y ~ T{~2E WIU,. BE SEVf32AL STdRMDRAN SYSTEJNS C.'ON~•~TRIJCTEO N ORDE3? TO DIVERT RI~VOP~F ON THE SITE. TI-E f+EAREST . ff~ f~ Twu. r.u. ~ ••4•I y~ a o 0 0 0 0 REC.`8VNV6 NAIL WATER BODY IS S Rl1V. F'LNV~D OUTFLOWS QOM ~ STORMWATp? MANAG~A~NT F~OI~ WILL. OlJ1'LET TO AN EK1S17~K~ STORMWAT~ PPE IMD AIV UVWO~NN T~JfARY THAT DISCWAROLS MO NACt-CRS RUV. • M~~ WA b.~J' WA o~ aA ~cxrs 1'FL SITE L~?5 N TEE TAR-F~AM.,IOU RNB? 9ASIN O~ NORTH CARq.NA. ones ~ •aa~ crC 0 0 0 0 0 0 !TY u rx~, re urxe6 ewe to ~ `~01~ ~ '~O""' SC~it_~ A~~~URFACE CONDITIONS= ~ W v o 0 0 0 RL'~BAR AS SAR1' 0 0 0 0 0 0 -n~+~ srt~ sons wee oeran~n Bona ~ c~~ couvt'Y soy suav~Y cc~sra~n ~zo~n tvx.~s vv~e srr~ av~ . P 4 Q.5` OIA NULL'S P o v o a o ql,~~! ?~a.~s ~.a~ .aar cic ARE A,s Fou.~MS. t ~ , ~ • r• A 1 GI ~A,/ ~ ~ ~ CF~EYVACL.A AhD W~-Wp.'~ S01S (C,`hAl - O TO 2 PB2CHVT SLOPE. FRE~1LFMtY ROOE~. NSG C I$~WA SAIV~Y LOAM tF~iaB) - 2 TO 6 PERC~fiVT SAP~S? ~ut00l~RATELY E4ZOL~D, HSG C .'i r .r , t \ t• • ~ r.r~ •~i •,\rr • • .:'a t ~ . ~ ti . s , .n , . TTOM • QW , T N~ISI~ RH~i.L LOAM Ur6l - 2 TO 6 PBZCEiVT SLOPS. H96 C n. .~t'! , 'i. ~ ~ •..s •'r.. 1 ~1 ~IrYL.Ii 1 ~ ~i 1 I"1 ~~'4' 'y ~~~ryl ~..fi L 1• ' 1• t• . ~11I Y t' .r ~ Y~ , ~J~ AT T o~ ~s • , \ L • Y' • \ r...r~ try F~ ~ti ~M ffa ffa ~ ~ ~ V~NCE S~DY LOAM Nam - 2 TO 6 PP~C6VT 51.+0 H5G C ~ ~ Nate r~ea aom ~ GEOTEC~-I~CAI. Nv~51K3a~170N1 SNOM1NS Tl~E 50LS WITH H6N PLASTICITY ARC POND ON 1'E~E SITE WHCN UHl NAVE r •~~r. t f d• ~ •t• i'~• r . \ A~? 0 0 0 • > • . ~ID~.1~G~1 * ' ,f r ~ O • • ; y.. • r..• 1', ty ' A TO ~ I~D~CUT OR RBuIOVEQ . AS I~'f10~ED N TF~E REPORT. GROI~U WATT TAQI.E VARES FTZOM 2 70 5 PT BLOW TIC B(ISTNG GROIN LEVB.. SEAR TF-E ~QSTWG F'ON~ AREA. k. ti . ' r•~d ~ it I • .~,r3~ r • 4 r Ill b";' IIOrtT011it GF 1~7 4+L~. f .jl ~ , ~ AD„~CENT PR TIES= ~ ~ • / / ~ , , x8 !s CONCRLI~ / ~ ~ ~ I' ` • ~ % ' : ~ ~ ~ ~ ; ~ ~ X~ ~ GO(VC~TL a4SC AC's OR ' .ti y ~'t~ ~ ~ TFE PROPOSED SHOPPNG CENTER WM.L 8E 60R0~ 8Y N~ F NVAY ~+6 TO TAE WEST. AN U~DEVEI.OPED PRIVATE PftOPB?'TY TO TI-~ NORTH At~O F!'RBERT F~V.LY ROAD TO '11~E EAST MO SOUTId D ~T• OF b PLAID SEDINAENT AND EC~OSiON CONTROL PRACTICES] ~ ~ T~ L ~Ft~r easel TAE PROP06ED STOI~NIVYAT6? MNVAGEZVC~T ?OPD WLL ~E AS fT' BASIN DlJ2NCa TI-E MASS-G~2nDNG I~T.S. OPERATIOf~. A STp~E FILTB? t2NV6 {NLL. F!E NSTALLED ~~tOLM THE OUTLET S'TRUCTLJi~S OF TI-~ BASIN TO A F~HT 7NAT PROTECTS TF~E LOWEST ORI~ICES~ AND THE q~PAN-OUf ELLVATK~WS WN.I. 8E CLEARL.Y AAARKED. TF~ BASINS SHALL HE G.~~ OUT N ACCORDANCE IMTN T1-E SPE~CFICATIONS ~Ol~ ON 'CFA STaRM WAT6? POLJ.UT~OW ox~~nrrv~v.~ nae~er a rc tyur.F -n.~ ~rr~n r~er~ SY~~r~ul ~ q~'ou.En. INLET PROTECTION WI.t_ BL WS7ALIFD AT AU. N.kTS TO I$P R07UCE TI-E SENT LOAD ON TAE BA51N. l.~'ON SITE STAERJZATIOfV~ TFE BASM~ VYLL ~ ` IIIII/ I/ COMPI.LTELY DQA~. CLEA1~ OlR AS ARr, A1~D RE-CRAD9~ TO 1'T'S RWAI. CO~FIGlI2ATION. 11-E 9ASN WILL ~F5 , 45 F~ STAEAIZ.~ WITH TE~uPORARY S~EDGV6 UVTp. FIWSI. RE-G~2ADING TAKES PLACE ~,TOI~ (~NSTRUCTIQ~J~T~j~-E / EXl'T 00 ~ 10' BETA , I ~~1~7 - A T~ORARY STOKE CONSTRUCTION eVTRANCE WLL 6E ~7ALl.B~ AND OPd?ATIONAI. TI-ROI tT CONSTRUCTION. ~.Q~ ~ S ~V 39.0) ~ 39A) - - THL OOIVSTRUCTK)N BVTRANC:E SHAM pE LOCAl'Q7 AT ThE L{-~GATION OF 'fl-E PROPOSED MAIN ENT'RANC~ pRN~ TO 1 ~w ` .r ~ r .ra... r..••r1 r .M ~ ~ ~ .w - .r. ..~--err , ...w . r w ~ ...w. w .w.....~..r r.-r...~ r..... _ _ _ . ...per _ _ _ _ _ _ - - - - - _ _ _ _ OR~1C)E _ _ _ ADE _ _ TNT DEVELp'MEM. AS SI-IOWN ON THE ~?OSION APD SE~DIfvE~ITATION CONfI'ROL PLAW~S. I~2HVG WET WEA7T-IER Cf MAY ~7E ~EC~SSARY TO WASH V~.E Ttt2ES AT THIS LOCATION. '1"I-L ENTRANCE WILL ~ GRADED SO THAT Rt~VOPF 1S 'w~..: ~.rr r ~ - Y C ~ _ t~ ~rAn ni ~ 1 ~ SAN.. DlR~CT~ TO `i}~E SEDIA~OVT BA,SN AWAY FRO~AA ~1['~.101VNG PROP6tTES (5Cf pETAk.. EROSION OONTROL DETAIL SI-~TSJ. I lit F-W- o~Er - ~ ~ ~v4non~ a'Q o ~ S sF~n L 7 r~_ 3, ~g/GRATE W..ET PQC~TECTION ~ _ rya ~rvA~ 3uo . _ _ ~A~?IC MV.ET PROTECf10N W~..L ~ MVSTAIJ..gD AND MMITA~D TF~ROUC~i-IOIJi' CONSTRUCTIOW~ UdTIL TI-E PAVNG . , ~ 31.0) ~p~tATIdV~ ARE C~~PLETED. ONICE COAL PAVWG 15 COtiPLET~. TAE CONTRACTOR SHALL NSTALL 9,.dCK AND • ~ ' - 6RAVC-l. N.ET PROTECTION AT ALL STORM DRAW NETS. NO STORM DRAINAGE NLET SNAIL BE MADE Of~AT10NAl. ~ ~ ~v a~a~ cv Pi?IOR TO ADE{~IJATE N~t.ET PROTECTION ~NVG NV5TALL~. 1_IL .r.. rr. wr .rr i/ ~ ~ rF ~O. rai .w ~r T~ ~ .rr .w .rte .r.r rr ~ .wr w.• ..r. ~ w.. .w~ ...r M..+ w+ .r..r - st. SILT P6VC~ ..•rrr• .r _ r P 6R _ - CL ems. - - - - - 6RA5SED rq • S~.T FEVC~ WLL ~ WSTAU.ED AS ANN ON T{~E ALL PHASES OF TF-E EROSION APD SLDNNE~VTATON C'ANTRO~. PLANS. W , wi ~A • SW F SWAI.L a~~ 6• ,fE~? i _ 5. ~701~ F~T~? RNG Or WOAO 0 NAE ono was a EXISTNG w?~ a awv~ - ~+o POND ~ TOR Td NSTALL . _ TO E~ NSTALLEP r4ROUND TI-E OU1lET STRIJCTI.RE FROM 'f1~E SE~INEN7' BASH AT TI-E START OF CONSTRUCTION, pV Z ~1.1'~? AS ~.~-10VrA~i ACGORDANL'E WITH OETALS. ' - SEQI~NCE OF C~I~TRL~TION= UJ O x ~ F r ~ _ FINAL A~.QATiC~V OF Off; RB~E97 TO TI-E 6R0610N Af~D St~VTATION CQNTfZOI. PLANS POR 'TI-E CANPLETE S~fll~1C~ OF CONSTRUCTION. SITE SHALL : REl~AAIN . ' • 1 . ~ ~ ~ A C~ONTROI. 15.~ 1'Sy. . MAINTENANCE PLAN= T_ s~oo ~~oo s~oo o~oo Moo a~oo s~vo •~oo goo ~ ALL ti~ STATE ON THIS SITE MAP. AND N T6E STCIRM WATT POILIJrION PR~VEfY~ION R.A~I SHALL 8~ z Q 210i MANTANV~ W FU1Y F~,NCTK)NAL C~O~D~TION 1~V11_ NO Ld~IGr9Z REd.~ FORA COI~LLT~ P4iASE OR WO{~IC OR FlNOd_ STA6IUZATION OF 'fF~ StT'E. ALL El~'0610M ADD YfAT10N CONTROL luEASI~F.S SHALL ~ Ct~EpGEA ~Y A ~N(") CaUALFI@ F~?SON IN ACOOi?DANCE? WITH TI-E QOMRACT vOCUvENT OR 1'1~ APPLICA8IF PBZMIT. Y1MMaaEYB? !S MBE 'OND AND I P AN L T STRp~IYr. A1~D R~'AR~D N ACOO~DANC~ WITH 1'F~E FOLt»O1M~G. l ~'S.ET PROTECTION D~VIC~S MD 6~RRE~S SHAD. ~ R~PARP.D OR REPLAC:~ IF TF~EY SL~~OW 91GNS OF U~DE~fNIWG. O O ~o ~ t ~ ! • e~ ~s~c.wa~~.~= r - Lbo' OR f~ETE3210RATI0N. v~ r • 1~ f ~ ~ ~ ~ l s t . ~ ~ ~::a ' 8E P~RTL.1Z~, WAT4RED. APD RED AS Y TO T~IAT A GOOD 5'fAhD IS MANVTAINED. AREAS S1-IOllO , 3~. SN.T S SHALL. ~ REARED TO TNFR ORK~IAI. Cd~OITIONS ~ DAMAG °~.D. S~1~EM SHAD. 6E RBNOVB~ ~tOM 71-E SLT FEWCES V1A-EN R R~ApaES 0~E+~ALF TF~E I~EIGFdT OP TF-E SLT R~K~. !~J~ 9 .i .l~ 9 [007 ~ a. 'n-e ccaNSrRUCrioN evraauc~s sNa.i.. a~ ru~awra~ sv cviva~riorv w,-~a~ way r~ve~r rnaaan~ oa R.ow ors Z Of n11a auto Pua,1c Rlp-n's-~oF=-war. T4-rs nA~+,Y ~E PER~Odc ToP O~S~V6 of TIC cdvsTRUC'rIC~V ~4V'fRaVC~s as ~ ~ "^'''~_R C?11/~UTY C~ITIOWS 061AA1'HD. ."^,~7ER BRANCH 5. 'T1~E TE'MF~RAI2Y PARIQV6 AID STORAGE AREA SHALL ~ KB~T N 1200D f~ONDITION CSUTAd.E FOR PAiZICNG ADD • R/~C • u4 S'CEEI. i~AR IG~A~.Y. STORAC~J. THS MAY RE('~t.~E PHZIODIC TOP DRESSW6 OF T{-E TE~APORAR'Y PARIGOV6 AS CC~DITIONS DEM~D. Q Q qR p?~WAI.T tX~A1'CD~, YAiCK VI~.CJ • d' Q~• ~A~'I VMAY, I.ll~ ON TOP ON` ice? Q OInL~T SfRUCTUZES N TI-E S~MATION 9ASN SWALL ~ MAINTANU N OPF.RA?lONAL COrDIT10P1.5 AT ALL TM~S. ;~QNEW7' S'I-IAt.L 8E RE7~AOVED FQOAA BASKV V~J TAE DESK~1 CAPACITY HAS BE~V RE~UCEO BY 50Z. TQP OI" RI9ER Q,EV. ~ 4~ta 7. AI.L SLAPES 3~I AAD STEM SHALL B?O610N OONTR~L BL.AfV~T PFJ2 SPECS. W~ b' x b' ~O ' 1 • 433 ~ ` r~ s~uctua~ weR,s 7a ~e m • ??4' RCS ~ ~ ~ , . t • ~ L ~A ~ Oita IdOtLS P~.A(, ~ r~~ a~ errs s 12' req. Q~t1R AT t2' SI.OPL'' . I BA$E Ta ~ !4 ~ ~ PER ROVW . ~ A~ VVrtkl ~ st~rr~. C)C. EACH WAY Y x 'i~.E REAR +AS ~3 RCJYYS, 16 PER R~CM~f NECESSARY ~~y~i~y~~~ • ~ ~y~ ~ I _ Q100 TR 81'ORA~ !!LCVA'iION' 47956 , ~o i /~ry~ • • ~ ,i 1~1 •M • 1 1 u1~E ON fi1~t . B. 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