20071114 Ver 1_Site Plan_20070702

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s ---~i•- ~ann' s~ ~a~ P~acn~ aA~o `~''ND~'~D ~'~DK"~D PAINT STRIPIN L RATIp PARKING PROVE PROVED PARKING PARICNG REVISIONS BY
~`Ln ~n SI'T'E NI4TES ~ rt~~ vv
REC~IJIR~ PROVED OYSL/4" - DC)E~LE .LOV _~IART 148,796 SF 5.00/1000 744 784 5.21/f000 18 20 SYSL/4' - SI(~K~.E Y~.LOW ~L.LOW SOI.~ LN~E / 4" WDE AU. DWEI~ISIONS. I.~LESS OTHERWISE NOTED. ARE TO f0. ALL PARKMVG SPACES ARE TO !E TO 8E 9 S' WIDE AND OTHER~SE.
.LOW SOLID LSE / 4' WIDE FACE OF C1~8. FACE OF BIJ~DNVG. OR C~IVTERIIi~ OF 60' TYPICAL LESS NOTED OTI- I.LOVY DASE-ED L.N~IE ! 4" YM~DE P~?RKiNG
SY~/4" - SNVGI~ Y~L.LOVY E TO RECEIVE FOIE? HEt~ERT
SWSU4" - $UVGLE VIA~TE ~TE SOLD f.N~ l 4" WIDE M. ALL latSTL~ AREAS ARE TO ~.CH AND WATQ7 UVTIL A HEt~n.EY Ro~D
-IOPS 36.400 SF 5.00/1000 !82 187 5.14/1000 5 5 SWOL/4' - SNVGLE VI~ITE sws~za• - s~x~ ~'fE DASI-ED LINE / 4" WIDE 2. tJI~L.ESS NdT~ OTI~~ZWlSE. PAVEMEiV1' SHALL 8E NVC~S ~ TOPSON.? SAD. ~.CH IS ESTABI..ISI-~ED.
SOLID l.~ / 24" V?IIDE ~TA~DARD DUTY ASPHALT. t-EALTNY STAIID OF CC~??~?SS IS E 3. ALL HANDICAP SRACES ARE TO RECEIVE A 12 COMRAC'fOR SEaAt1. 8E RESPO NA1~pK',,AP SIGN. STAL.L.S ADJACENT TO 8 F`00T STRIPED RFIOCATION, 1NC~..UDING BUT NOT ti AISLES ARE TO RECEIVE A 'VAN AC IBf..E' SIC~V IN UTL.ITIES. STORAA DRAINAGE, Ste.
~E~~'ONS~I.E F{~R AI.L ~ 5 kNOr~ ~4 NOT LAVMTED TO ALL 1i1~ ~p~
OTAL 185.196 SF 5.00/1000 926 976 5.27/1000 23 ~i Ste. TRAFFIC SK-~NAI_S ~ 85
r ti ADDITION TO T!-E ABOVE. POLES. ETC. AS ~!EQll~D. ALt. V1 AC~ORD/>NCE WI7H GOVCRNING A 4. ~I~L.ESS NOTED. AtL CURB AND C~JTTER TO BE TYPE SPEC~ICATIONS AID SHALL 6E A "A". ALL COST S'~IALL ~ NCLk~ IN ALL V110RK SI-IALL ~ N
S r VG AUTI-IORITIES
~ r ~ APPE70VED 8Y SUCH.
~ti7I ,L 1 f ~ ~D• VICINITY MAP (NOT TO SCALE}
~ ~ ~ ~ ~r f i
+ A+ J 5. CART CORRAI..S SHOWN ARE PR~OV~ BY 13~ WETt.AJVDS WAL-MART. 'TF~E CONTRACTOR SI-~J.L ASSEIV~.E AND BE 06TA~D PRK)R~ TO START C PLACE IN PARKING LOT. EXACT 1~.Jtu1BER AID ~O~D FILLING PAINTS A~lST JET pF COIV~TRUCTKNV.
J ~ ~ ~ r
~ ~ ~ r r LOCATION OF CART CORRALS TO ~ COORDINATED 14. 'TI-~ SITE WORK FOR THIS PR WITH STCX2E CONSIRUCTIQN MANAGER. QCC~D 'TI-E MOST CC:~RENT WAL way ~?-r~s. 3 PRO.~CT SHALL AST OR DE'SC~IPTION
~ ~ + ~ ' WAL-MART ST/~DARD SITE ~ 9 M. .OF SPACES
r r r f
r 1 6, 'TI-E CUNTRACTOR SHALL RED TO TI-E N
f ARCHITECTU?AL PLAJ~ FOR EXACT LOCATIONS /41~U 1°5. R~-ER TO ARCh~. PLA1V F"E7F~ 5 pNAE~ISIONS OF VESTIBU.E. SLOPED PAVNG~ PORCI-ES. E].ECTRICAL PLANS ~E~t 5~ t ~ u~ i uvv g~ CART COR'RAIr
1 i f T SKIN
t i RAM'S. TR~JCIC VVEtI..S, PRECISE HIJI.DNC DIME~iS10NS.
r ~ f I R ~ AND EXACT UTILITY ENTRANCE PUNV'f5. ~ !6. SE'E DNAEWSION PLAN FOR AU.. 2 AI.L PR~TY LN~E I-fA1~iCAP SYA~OL
~ i BEARINGS A{VD DISTR. 7. STOP SIGNS SHALL MEAT 7NE GRITE~IA OF TI-~ a CONCRETE PAV~iT
if ~ I ' ..11 ~ ~i ' •..r . 1 R STATE ~ NORTH CAR'OL.MVA DEPT. OF TRAN~C~ZTATIC~N 17. SEE DhAE.~ION LAN ~ ALL
I r r J .r°. a~ n~rc~ sTa~~r~. anne~avs, Erc. a'~' CONCRETE PER ARCHITECT
~ k jr r „
rj 8. PLACE OI~E AIS~.E ~GN AND POST ON TIC ENS OF IB. SEE llT~iTY PLAN FOR RL*C~IJ~ ~ EACH PARKING BAY ISLAND AS N~ICATEQ. SEE DETAL !E:C~U~D UTY,.TY EASEIVI~ITS. ~ PAV~T STRIPN~K'
1 r~ TAI f rs,R ~ ~A1C'RET~ PAVENBVT HEAVY DUTY PAVEl1~#Yf
i z~o .~,,I-EET FOR TYPE. SIZE. ETC 19. SEE SI'Z'E DETAN.S FQR C~NCR .IONVTI~IG DET~4~.S.
1 r 1 . 9. ~~SSOCIATE PARKNG SHALL BE STR~'ED WHTE TO a ~cTio~va.. ,o~aw U Z
h i~ ~ ' DISTNGIJISH IT FR011A PATRON PARICNG. ~ PAM~D STOP I.N~
1 ~ 9V SITE LIGHT
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r t _ ~ " ~ ~ 'b. ~ ~I ~~1~iofi, ~I g~~~,~ir~~r~i~~r PANVTED TRAFFIC RED W/ TIO
~r~ ~ ~ ~ PARKNVG FIRE LADE' PANTED ~ ~ ~
4 .,~,i;~ ~,t ~ ~ ~ ~ ~I ~ir f ~ a '~r. ;mot d ~ WITH 4` HGN WHITE LETIL~VG
. RAW ~ ' ~~'a~,'y AT 25' 4C. ~E QE7AIl.) J ~ ~ a0
4 ~y TYP AREA (TYP) ~ ~ ~ ~ Ip~ 9 ~ pETAN.) ~ ~ u'.. J ~ ~ ~ B AREA STRIPED AT SYSU4' AT ~ ~ ~ ~ ~
4 N ' 1 ~ ~4s' • 2'-C3" O.C. y =
i x . 1~ d r k~ . ~
CL12B R ~ C~ZOSSWALK WITH
y~ Vey STANDARD m ~ ~ _ 4' YYDE PAINTED WHTE Q ~ C~
1 1 'i a. A ENT RYP) ~ 5 . ~ ~ STRPING PARALLEL T4
1~ ~ r ~ „ DIRECTION OF 7RA~f'{C AT
. • .y~ ~ I. ;f:. 2'-O' OC. UN.ESS I~TEp T1~~t-W`~~_ j OTI~VVISE. S'EE DETAL A{VD
1~~ (i ~ ~ ~ i i , r SITE PLAN F4R W~TN.
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i l~r~ a ~ o T } O o' gV7~C~TpR ~ Tl~?NARO1~vD , _ . AT P~ESTRIAN C~ZOSSWALKS
ri ;'}uhf; . y j DETAIL).
~ ° , ~T ~ ~.v r 1~ C ~ 1-EAVY DIMITY !
1 / • T~~ 1 9~F M CONCRETE O'YIEI.D" PAINTED YELLOW ~f
1~ I T V 6 .J PAVEJ~AENT, TYP1CAl. tSEE
1 1 ~ ti,~ f~ ~ fir' ~ ~ II r, ' 1~ ,J• .'11•' 1~ DETAU.).
r _ __~_...W . ~ ' ~qo.. , d /
. ~ ' r , j ~PAVEIV~IT TO 8E FLUS~I WITI-i tOP ~ 5'~EWALK Q~E= ARC•HJ
~ ~ . / w D 'N
i r . 5 U / C 6 • - . ¦ EXIT PORC.4-I. SEE
~ ' ~ ~ ~ ~ r , ?XIMATE ~ ~AtvS r-c~z ~~~ti~ ~ i 1 ri~i
~ y1 1 4 ~ 1 ~ a ~ ~ LOCATION ION OF ~ EXACT ~E. LOCATION OF `r~~
~ ~ h ~ 1 U A ~ SOIL DISPpS . 1' iPpSITIQI~i ~ ~D~~ s
;i ~ r, ~ ' RAMPS YIA-iICH MAY 8E ~
• , ~ ~ + 1 R p as ~~A REC~?ED. RAMP PAVEIu~VT' Fi.US~1 WITH TI-E TOP OF ~
~ ~ f G ,Y ~ ~ 'X90' BALE Aft STOOP. s o~
' ~ ~ ( ~ 1lII S~- .astir. ~ i . r I ~ u 6 ~ a ~ PALLE? STORAGE ~
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r wA~-nnA~ s~.~acEnrr~ cs~ t~r',o~~ ~l ~ ~ `~ti
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r 55~ . , .i;i} ::I. *-148.796_ _S~F . , j JAT-GRA[~ OVERT-EAD 00012
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1 , , + 1 !I 1 . 1 11 f • W j 0~~~
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/ .y+ . • ~ ~ ~ ' ' ~ i ~ • ~ I , , If I I I P t f'' 1, 130' LOI+IG ON T!-E
+ + ' 1 f ~ ~ DC7GK DOORS.
1 1 . ~ a ~ r ' I f ,r'' ~r ~
1 I i v . ,I ' 11 ~ r ~ ~i , If " f• : J i • ~ r f.~ 1 f' 'f i f•~~,~ R # aCOWCR~'1'~ COMPACTOR PAD
1 1, IM. N .i. ~ , p Ii It . , ' • ~ , A~. r1 ' . I f . VYITN MASON?Y SiV WALL. Q
I +rw ' t 1 II ~ ,1 ,N. • 1"'1 r 1' f' ~r CONPACT4i7 PAD TO 8E l ~~T~ Z
1 1 I 'rye, ~ i ~ ~ • • n 1.• '1 1 , ~ ~r~ 1r,. ,J 1 ' n I,,1 J f' f , r' ,J j ~I~EMENTS tRE~ a ~
1 ~I ~ i ~~u 'y :k~;, 1 1 i { ' r + •~1~ rr i ~ a ti
I ~I { 1~ 11 ~}{tt 1 r' r r+' :i l ~ r , r A • y M ` . ~cavc~ ~aavsFO Pay.
. ' ~I ~ ' 14 ~ : {:p ~ ~ r' ~ ,.r . n ~~r , ~ r, ~ t ~ RE = 11T~.ITY PLAN FOR
~ ,I • 1 1~ J, ~I . ~ ; r •w r~ r ' w
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ti , u 1 F ~ ;,;E- ~ ; ' V ~ .•r i . ' ,r r1I' r , . f A T BY CON7R C 4R SEE r DIAA~[SbN PLAN FOR EXACT
I i ( ..+r. .rnr. ..r~~.~rr.rr + 1 j 1 ~ ~ • I r ,I ~l L4CATlOtV. ,
I ~ ~ I 1 l J f ~ F l: • ~ yl
~ 1/ • I ~I 1 • `I . ~M~ ~ b ~ p ;.1 ~ ~r~ ;tiR ;R<; , ~ ' ~ ~ OACCf.E PARKNVG SPACE. ~ >
1 , i ' ~ + 1 r' 1 - } ~r 1 S g ~ 5'EE DETAIL FOR TYPICAL Q ~0
1 t' ..r I , 1 I ~ ~ ( J , ~I 1 r~ ~ ~ Dl~A~1SIONS r4ND .~~IGNA~C~E
~ N ~ • 1 • 1 •}h, • •}h, ~ , ~ L~ATION~. "1/AN" ~71GATES ~ p i ;t VAN A~$S~..E SPACE. ~ Z ~
1 j 1 1 1 ~ 1 I 1 ; ~ 1 / / S C,~
~ S, 1 ~ , + ~ : i } ~ f 1 1 P~ 1 ~ ~ ~ r "STOP' SIGW WITH I'-C7 PAINTS J
r !i ~ 1 ~ ; • 1 ii t n ~ - J I I i / i ~ • ~ ' ~ WI-NTE STOP BAR. SEE PLAN ~ a
y ~ • Llf . 2 _.I_ll 1. 1 r ~ i F~ LOCATK)fV tSEE OETA~.
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t . ~ I • M1 Iw t. 1 /r _ . F I P~p~ x s~
1 1 , I r ~ ~1 ~ i• 1 ~ • ~ 1 ti~ 1 ~•y ~ r' r r'r i / r PANVTED WITH SYS~./4' STRPES ~ w ~
,1: I / t.. 1 ~L: ' ' ! AT 45; 2'-O' O.C. AT Q
1~, 1 } ~ • 11 1 • ~ ~„t A L ~ CRAKE LOCATION (RE=~?R~1-i
~ 11 1 1 ~ 1 1 i r r~• 1« r FOR EXACT LOCATION
i ~ ~ 1 , f; 1 • ; i ~ 1 ~ ~ 1 1 fr ' 1 ~ ~.f ; ~ 'ti r • .t w.•„y..w•r . ~ 1 r ~ ~ ! 1
11 ~ ~ I i '1 1 ~ ~ 1 ' r'-•rr.. ~ r • ~ ~ ~ ZC~ED PA?RKNVG SPACES. 4' Q
1 . 1 • • ~ 1 ~ ,+.s , t1~ l~ / .r. ~ PANV'TED YELLOW STRPING AT
~ r ~r ( s ~ • . 1 ~ i w ~ ~ 1 1 ~ • ~ ~ ~ ,R 2'-O` O.C. TO
~ 1. , ; ( 1 . 1 ~ I L. ,t . FcE. _~.I w ~ 'll-E PAJ?KING SPACE tS~ X
_..Tr.•r. 1•_.~+ •AY ~ ~ ~ ~ i / DETAIL) S~
r.rl rr r r wrV h. • Ir•1 ~ 1r ? 1y ` Y fir. rN+ 1 ~ ...I~ i • + r ...._~r•?•_.rrr.-•~.. ; • y...,~ T'Y. `~4• •+Y.+ • ~ ( 1N ~ x.r~ • 9 f ? ! ~ f ~ ~ /
r I 'i f • • r• ~ , ~ ~ 'I 1 ~ ~ / 1 i ~ ~t. ~ O t8~ C~N~TE CURB ADD i ~ GIJTT~. S'EE PLAN ~4R TYPE
~ ~ , - ~r f `~w• , ~ 1 t , r • ~ r /r ~ . f ~ Alm LOCATION.
~ 1-' , ~ ' • 1 V 1j• ~ I , 1 . ~ I ~'r • t '•ti. • ti , tit j ' . ~ ~ +
• ~I ' I t q .,r vaa r ~ 1" ?l~ . PANTED O~ECTIONAL ARROW
G H ~ h~ :ti 1 , ~ ~ f ~1r.~ `~1 w a , ' • r ~ tSEE DETAIL).
•I ~ 1 ~ A 1{ I ,q~ra. '•y 4 aa. 1 1 ~ ~ r• f ,
I ' ~ 1 1 .1 L ' f ~~.DIVG SETBACK LN~E PEt? ZOI~VG ORDINANCE.
~ ~ I I ' ~ ~ ~ ~ • M„ 4iM. j
i I h 1 'I d ~ j ~ ~ ~ MY ~r._~.rrr~•r .r•w.. M•... rwwrr.•n.i n• / r~•~"• •~"a~„I L 1 • . ~y, ~ F. r,~ ,~~v. r ~ r w•~x••.~Y. i.. . , f O~ ~C~?Tot~ S~t~ _ ~p o ~ _ ~ ~r
ti I I . !i t - t ~ 1 i t' :''1 t•. 1' ~r'ra•a `•r~• ny • 1 r. • ~"r. - r f.i ~ ~ TYPICAL ~S'EE DETA~. DRAWN
i ` 1p i ~ r i.. ~.~.r..r. • . I ~ j 1 ARVII
1 p ~ I I L•'i~ :'7~ r5~`i~,• : u ~4: ~ : ' ~ 1 ~ ~M., •1~ ; 1 „ .,1..~1 ' r. ~11 •;~Ii 1 a rtyr~ r , • i ~ ...1 1 i L,r ~J 1 1 wi ~ ~ ~ f~ 1 TION***
1 ~ I 1 i i 1 'r,r r ~ •M. i ~ ~ '1 Ana..
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r 1 F ~ • 411. No=
I N+ .1 %AM p DIM I- SM f: IL • 3 DATZ MUM I LACK CAM SVSIM MR ."t Tau +?w*. rte,,,-~Nti~ _.w...r'~ ,,.?'MA M UIGGING, CALL SCALE -WO-632-4949 %40b ~LAIN
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1 r !
! t E .0 CAUM SWMT
I ! i MONUMI r ~ 40NUMENT n26 JS 9" is- yam sow mm N" umm me oosm orouoma:
As 14 r --s''"~.• . Summm NAM 1D Mob IMAT Humn so= COMPM ALL 9x" um , r.•~ 10 1 a law or OR Im 9" MIS 11MT 1K III~Ot- fUCl1 Alum a 1K Nm r , R 11E sIR11l.1IOR RIRm em
E.: 02 "W +l~ 1 2 fit... Mr 'AMT wmww 1.1R E IN Ct tAG1I0M ~ 11t?Tl1a10M IN NOfl10 i7slRS llOwl ASE N M.1110tI0M lE DOE'S CaTf'If 'IIMT
-0.. I I r . • IM" AM UWAM AS AS P~ le -I- We WT PUM Y AS !ONIM WNW mw IOIA710N NOT M{YlICKLY tAG11iD THE 10
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f of 25 suers

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N~ t~v~sio~vs BY
LEG~N~
PROVIDE ` A \ S~-IOWM TO ~ A COI~UT ROUTED FROM THE GAS STATIQN AREA AND CITY CAMERAS (AS QdSTIP(~ PI~OSEQ ;Q ~scr~~r~oN
TO TI-~ WAL-MART DING.
w CQNQLIT = wA~rez ~
FN7E HYDRANT HE[~.FY~ROAD
sN ~ r~.arz~.~ SHAI.I. 8E 7 D1ANIET~R CAS NOTED ON TI-E UT1I.ITY PLAf~ CA{?~ON TYPE 'DB" DIRECT ~ U~ROIJf~
DUCT OR 2"/3' SCI-IEDUI..E 40 PVC. NVVSTALL GA~VANZED PLll1. INRE OR ---UE---~- EI..ECTRIC LMVE
YETNYLETE ROBE iNITH A MINIV~JM PI.~.LNG TENSION OF 100 PODS. TI-E 8l.~tIAL DE~'TN SMALL ~ 24'. INSTALL. AN OiRAIVC~ DETEGTABI.E HAZARD TAPE '-'"UT""'i tGROI~IVD ~ 5 Krvor~ ~o~
I r wA~. ~Y ! nniir~nn eu~ PROM A+~ ~ WITH i" WA'i'ERI~E FROM ~ ~a o~ric cae~- wc~~. ~ ~ov~ ~ Gong. TELL ~~VE 85 ~~D
OV~AD E~C'n?IC/
• + ~ u 1r s i N ~IRECTK~V 4,~F TI-~ COI~LAT WILL REC~RE LONG FACTORY SWE~S tNOT -C~JQT- TELEPHONE LIE
~ ~ .j ~ ~ t r f t j t ! . ~ ~ SW~PS) WITH RA~DNJS NOT LESS THAN i0 TYIAES TI-~ DIAMETER C~ T1~E COI~DIAT. THAN TWO 90-DEGREE ~S WILL. ~ At10WEQ ~"NVEEN F'I~LN~[G POINTS. OR A r----- STORM ORAMV`
~ t c ~ r _,,r ~ ~ ~ QF 180 DE~C~?EES CC~311V~ ~i SEVEC?AL ~S. P1.~.4 80XES SHALL 8E LOCATE ~ VtCINfTY MAP (N4T TO SCALE)
i ~ s ~ i.l I t..: t~ , 1... , ~ .i. ~ Y tit (3) hV4" TOTAL Q~ 18 2" WAT~L~ EVEi2Y X50 FROM STORE• F~ / C:O~DIJ~T SI~~10 TO LAWN X50 FEET U~.ESS TI~1E CON~N~ TOTAL OF 8~S R'E:C~LIIRES ADDITIONAL 84XE5.
S r ~ ' p r SI-IOU.D ~TCfER AID ~?qT THE PIx..L BOXES 180 C~:C~EES APART.
i ~ ~ ~ 'f r i HV~~ ~ UTILITY LEGEND
+ tf 'r ' IRRIGATION T ~ RRICATtON UTN_ITY ~
r • ~ r ' q t t r . ENTRY DETAIL. (RE ~ ALL PI~.L 8 AFZCH FOR EXACT LOAD R14T~. l~.L 80XES LOCATED N PAVES AREAS SIA.~CT TO TRIK;IC TRAFFIC SI-MALL 8E 'H-24' - V 6~ ~I~1 M 1 ~Y 7../'1~/"IL ~ AT M~NIIJAA I.O~ SLOPE DEFER
1 ~ ~ q t ~ ~ ...i t 1 ~14T~. TI-E TYPICAL PILL SOX SIZE WTI.. 8E 18" X 24' X 24". DEER BOSS MAY WI-~N TI-E CONDUIT ALK~Nv~NT IS AFFECTEQ BY OT[-ER UTN..ITES. TI-E PU.I. TO PLAN FOR ACTtJAI.
~ r ~ .t } 1 i + ! ¦ w~~X?IAT~ FY~X 4.I~LL a~LL aE q~'TAU~D PER TI-E M~.JFACTIJ~R'5 SP~CIFICATl01~5 WITH A CC~'~IC~E'T'E SLOPES). 6" CLEAN-4lJTS TO
r + i r ~ r 1 r'N ~1I M~ 7 { ~ ~ wrri • ~ Ir ,11 11 I I [CE LINES tOVERI-EAD EiECTRIC. 6E PLACED Ofd SEWER
! r r : i" ! r + i r r ' , , 1 / 1/ 11 1 f A 1 ~ r THE Sf TE ARE TO ~ LATERALS NO MORE THAN 75'
r F f ~ r , T / ' N 1 1, aw ~M ~ ' SE-IAL.L COOf~DINATE THE A~'ART. ALL CLEAN-OUTS NCI
Ili 1 ~ 1 1 1 1 1 i h + 1 ~ ~ 1 1~~11 1~ 11 r /ICES WITH TI-~ APPROPRIATE DRIVES AND/017 PARKhIG
r 1 I I 11 11 i/ ~ , 1 _ ~ ~ ANY ADD1TtONAL COST 74 Ti-E AREAS SE-IAI.I. HAVE 'TRAFFIC
~I ~ . 1 ~ . . • ~ A ( ~.•v.pr..rl r-.r...•~.~Mr• 1.nJ••• 11 r .r: 1 1 w 1 '1 .Ir 1 II 1 ; ~ • r , 11 1. , ~ •,l•IIw , •rV 1 ~ I ~ i CATION SHALL 8E ~ICLl~O N BEARING COVEI?5. WITH TI-E
. i ~ ji ~j~ ~ ~ ~.,,r'uN+~ 1 :5 y~~!'11 r .i 1 ~ ~ ~ 1 1 ~ 11,1 M / r 1 1 ,Ia 1 a ' . 1 I' ' 1 ~ ~ 1, ~ • r UTLIT~ CIRRLNTLY SERVE TOP FLUSH WITH FIND
i . 1 ' • . I r~l~ . r "w' 111 i • ~ . . I ' ~ 11 r ~ 1 1 1 TRACTOR IS TO NVSURE SERVICE GRADE. DURING ALL PHASES OF
~ ' 1. •11 ! a 1 1 I'I: ,r i , ,1 • 1~',~ ~ ~ ' ~1. Ir 1 ~ ~ ~ 1. . , 1 O GAS EM'RY t ARCI-D WITH
! r . ~ + ,.I•' r~ ~ , 1 ~ ~ 1. ) ~ ! i 11 ~ 1 ~ 111` ,1 1 1 , 11 ~ I r ~ . , r ~ ~ ~ ~ GAS n~"rER. COnrrRaC7'OR
r r r ! 1.. r 1, .y r y ~.I ~ + 1I ,,1 , Y~ r . ~ , ` 1 , ~ ~ ~ RESPONSIBLE FOR INSt'ALLNVG
t ' r +11 1 1 r r r 1 1~1 f i14 ! i 1 ~ 'f 1 ~r ..w ' 111 ~ ? 1 1 ~ AT PN'E BOLLARD PROTEC710N AT
f i ~ ' , ~y1~,1~I'~ 41 r 1 r 1 '4 N' ~ r t ~ ~ , 11 =1 11 i ~p•wl II~a, J~ t ~ ~ 1 1 ~ , 1 'Y nl 1 1 VOT WATER. GAS COMPANY SHALL
' 1 1 ~ f1 f ~ • ' r' , r i ~ i r 1 ~ , ' I ' 1. , 1 , , • . . 1. r PERFORM ALL WORK ~ 4~~ ASSOCIATED WITH 12E-ROIJTING
f ~ ' r Ilw I ,N 1 1 1 r ' 1. ~ : •11.•1 ' . 1,. •,1 , EXISTWG SERVICE I.IAIE Af1D ~ a?~
! ? r 1 1. ! r 1 ~i i t ' ' ~ . ~ r ..1,.. ~ 1 ~ 1h l,f 1 1., .1' ~ i i ~ 1 . ' , 1 ~ ' SETTING ti~E'TER. c
, ~ ~ T , • ~.•IN I ¦ t•1 'I ~ ~ , ' 1 • rl . ,1, j= r , . . o , ; . SA~NTARY SEWER S
J i ' _ 1 1 i 1 1 I~r , ~ 1 a 1 w I 1 , / ~ ~ ,1 1 1 • I. 1,~ ~C CONTRACTOR IS <<
1 ~ I' r l r j 1 ~ 1 r f / r 1 I 1 . 1 t .1•,3.J w ' / 1 • 1 ~ 1 I ' 1. , ~ ~ 'f r 1 1 • ' SEWER SAMTARY SEWER ~ ~ Q a
1} ~ 11 ' ~ ' I • ..•t E1 . t. 1 ~ , ' .1 ~ 1 ~ ? 1 .11/ I I r , ~d MANN~IOLE ttA l.p~ LOCATION ANQ T1IANVG C7F
+1,• . ~ ~ 1 I 1 1 i .1 1. 1.111? 1 1 1 • 1 + 1 1 , • 1 ' M , X06.80 RIM El. GAS l.hE EXTENSION WITW GAS ~ ~ b
wl• ~ 1 • , 1 + ~ 11 I 1 , j ~ ~ ~ t , •11 1.,1 . 11 / 1 i ~1i• • ' 1.111 ~ J : ' , 1 ' ~ 1 , . 1 ~"tI~D 396.97 pVV EL 8'tIM 42.4.70 CONPAIVY. CJ JT? 36.77 ~1V 8 (OUT> 424.50 ~ ~
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I ~ , l I ~ :~c~~~• 1 ~ N' SI~IN.L BE T DIAME'TB? (AS NOTED 4N TI-E UTILITY PLAN? GARCON TYPE 'DB' DIRECT ~ ~ Uf~~RC,ROI~D
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' I I I jM. I I ~t , a h..,~, I I I I; ~ ,1 1 i i i! i I~ ~ ~1 ~ f 1 ' ' yr 1 ~ ••ti .~1.1 I . 180 C~:6REES COMBN~D W SEV67AL 6ENDS. PULL BOXES SHALL ~ LOCATED
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I I 1, ~ 4 p , I 1 I `~Ru , ~ 1 r ~ ~1 I ,~T SF-~l~.D ENTER AND EXIT THE PI.~1_ ~~5 180 DEGREES APART. MAN-IOI.E
I ' 11 ~ ( 1 1~~ ~~,~1~' i I ~ fit' 1, I 1 I ~ ~ ~ ~'If + ,t i j 1 1 1 1 •,v ~ 1 ~ ,I ( I . i i ~ UTILITY LEGEND
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It ! ~ t I ~ ~ 1 , ~ 1 ~ ~ 1 1 71 ! I~ I~• f K 1 . , I I , , L1 . 1 LJLL. BQ~S LOCATED IN PAVED AREAS SE.B.~CT TO TRUCK TRAFFIC SHALL 6E 'i-I-20' RATED. TI-E TYPICAL, PU.L BOX SQE WLL 8E 18" X 24' X 24". D~ MAY 6" SAI~TARY EWER LATERAL AT
' I ~ I 'ti 'c ~ ~ L.. ' j I Ii f~ 1 ~ i ~ ! I :C~I~ED W~-EN TIE CON~UT ALK~MABVT fS AFFECTED BY QTI-ER UTN..ITES, TI-E PU.L FLOW DN?ECTION MgVN1Al.N1A 1.0~ SLOPE TO PLAN FOR ACTUAL S'I.~PES). 6'
I t f ~ li ~ l ~ j1 ~ 1 ~ !i. I I i !1.., ~-i~?l.L 8E NVSTAI.LED PAR TI-E MN~ACTI#?L~'S SPECtF1CATlONS WITH A CONCRETE nl c w w I_r11 1TC Tn OC d w nGr'1 MI
! ( r II I , y , M i ~ I ~ I , t. ~ I I J? AfVD A NNfV11~1M OF 8" OF GRAVEL. COMPACTED PER PROJECT SPECIFICATIONS. NOTES EXISTNG URtTY SE~?VICE v~.rw. w i .7 ~ v ~ r~r,..n~v
I ' 4 t I ~ r i t 11 I t ~ JI• . 1 1' t 1 r ' r.• ~Tj.,~ ~ 1~ , 'VICE LEES (OVE.R~AD ELECTRIC. LATERA[.S NO MORE THAN
I I ~ ~ ~ . 1 i •~I ~ ! 1 ; ti f 1, I . 1 NG A PU.L BOX TO C~aANGE DIRECTtON~ THE MNVIMUM ~X SIZE SHALL 8E 48" X48" X ETC.? RI~NVWG TF~O ~'E-CAST CONCRETE WITH SEPARATE Ni+4N-bL:E LID AND COLLAR. R~-4C~?TED• CONTRACTOR ~-IAL RE't.OCATtON OF TI-ESE SER'VlCES 1 1-I THE SITE ARE TO F~ 75' APART. AU. CLEAN-OUTS N ~I-IAU. COORDNATE 'll-~ DRIVES AND/OR PARKING AREAS
I II I r ~ ! j ~ N..! ~ 11..1 . I• . I+ ~ r f 1 I I .I .ti't, ' I ! ~ 1 t ~ . j rVlCES iNRH TI-E APPROF'R{A'TE SIaAL.L NAVE TRAFFIC ~ARIVG
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1 t , a 1 I r'~E' ~.C~ 1 I. ! ' ~1 i ~ ' ~ 1 111 ( r . . ! I~ 1 ,r I r r '11 ~ I 1•~~ .OCATION SHALL 8E INCI.I~ NV F~11SI~D GRADE.
I s~ i . I ' I ,1 I ; r I . ! L 80X SNAU. ~ LOCATE AS CLOSE TO THE 6lNI.DNVG AS POSSE WITH A S1N~P CONTRACTOR FOR TINS RB.OCA G Tf-E VERTICAL ~ NVTO TAE STORE. 8~ PRICE. EXSTNC ON-SITE UT OFF-SITE PROPB7TES. CONTRA TO UF~SITE PROF~?TIES R~4N CONSTRUCTION. rE UTILITES C~?RENTLY SERVE
! ~ I I li I ~ i II I i h ~ , I I I I h + J! t. r~ r ( TRACTOR IS TO INSIX?E SERVICE OB GAS ENTRY ~E~ARCW W1TH GAS
I II ~ ? ; I i ~ ~ ( Dl.~7NVG ALL P~-IASES OF METEi7. CONTRACTOR RES~PON~I.E FOR G~ISTAJ.L.MVG PIPE BQLLARD
' I I 'i ~ . 7 II ~ I i II 4 i ' ,III ~ ~ t I, 1 ` i ~ ..I ~ iI p , I 1 'i I ~ 1~ ~TNC t1TUTES APD OB6TRUCfI0I~6 SI~104Nf~ /U7E FROM TFE BEST AYAILApI.E REC~RRD6 MD SI~1~4~.i. ~ YL~21~ 9Y PROTECTION AT ~AET~. GAS
1 II ~ 1' II I' II ~ 11 ~ t F I ~''I 1~! , ; ! + a , TO I~N3 SAT19FAiCT10N PRId7 70 OOJf.'710fV. ISARY PR~'C~ALITtONS SI-IALL ~ TAI~i BY '1'F~E
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l1 0 ~ ~ . ;i • ~ 1 .'~'c ~ I 1 • • I • 1 • ~ •r .11 f sNaa. a~ To wave ~ocr ~w~cT unurr parr Pours. ewr po~a~, Erc. LOCATIONS NCt.UDNG, 8UT NC)T LIAtNTED TO, 8E1~DS. TEES? CAPS. :AP$. AID SETTII~ ASTER.
i I I i~ 1 .r ~ 1 ' ,.I ~ ~ I I I.. ~ r .r r.,, 'II r AuC'fOR ~4AlL t~pN'~ORM VV111-I ALL STA'CE. t~OtMY. AND P~DPJ7Al. R~.ATK~WS RES.ATNG TO '~FE NSTALLATlON AID P1.UG5 Q?E= SITEWORK
II 1 . ~ ~ ; rF~ ii 1 ; t .1 , , ',gyp t~ I ? I IJ ~ 1'~•• 1 II ~ ~ ~ SF'EC~ICATIONS) ~C COIV"fRACTOR IS RESPONSIBLE FOR • ~ ~ ~ C~RD~VATION OF GAS L~
' II N ~ ~ ~ I ' w• ! ~ E 11 ~ ! I r ~ . 1 ' ,I.' J ~ ~t i IL I ~ ~ A DOMrRArC'rOa SE~u. COOQ[~vA?~ TMe ~xaG~r ~ocAT~oN anD a~sra.u?nor~ OP trr~rne5 wins he ~ LOCATION ADD TIIvNNG OF GAS 1.1 E
: ;i' 11 :y, ' . ~ r.. ~,.r I ~ ~M' rl,. ~ IN ti a ' . t I Y 4'~ ilA'tE OOpiPi4Pt1r. $APNTARY Se1NER EXT~ION WITH GAS COMPANY.
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, I ~ , ' M 1 .'L , ' i~' I1~ 1 I` : w~ .t~ 1 I '.~I, ! , ' I I ~ 4^1 1 iA'IL Ui'LiTY COW~'AW1~. ALL OONSTRIJG'I'ION A+UST C~OIuPL.Y V1pTH EAiCH UTN.ITY'S STArDAR06 AHD CATIONS MD SANTAR~Y $ANTARY WI'TN '!T~'E R.~4WT1V0 9TC3 OR D031'MV6 TREeS TO 8E PAVED MALI-IaE ~t1 MAN-Ia.E . QIM Q. 406.84 QIM EL 'ARY SEINER OD i" C~ONDUlT FOR TAB SIMTCH Q g
i 1 I ~ ~ f ~ i 'I ~ t ~ - , 1 ~OL.E sell E~lVTRY FROM GATE VALVE ON F~?E ~ ~ ~j
I ~ ~ 1 t ~ t. I. ' ~ u uses ~wu. ee r~vC a~D wrAU~o wma A ~M O~ a5 OF oo~. INV 8'MD 39'6.97 ~!V Q. 8'(p LICE C~6TRUCTION SHAJ.L ~ N AC+OdZDANCE WI'M STA~DAI2D6 Ate (CATIONS OP TF! dTY OR INV B~tOU~ ~.TI INV BYOUT~ LEADER TO B1J~.DWG 0?E ~ ARCI-R ~ C~ ~ ~ ~ ~ 8'qN? 424.70 ~
i 1 : r ~ ' I ; i h ~ ~ ~ I I I i ~ 1 • i.' 11 1 I'..' 1 ~ I 1 1, ~ ~ ~ ~ 1 I I 3'(OUT) 424.°~O O LOCATION OF TRANSFORMER PAD. ~
~ 1 ~ I .I , ~ i i ; ` i ' , j I 1 ~ • • t~ I ! ~i , f ~ ~ ,1 ~ r ~ .t ~ I I , NICOB+R. PROVIDE t?J 5' COIWUTS WITH Pl.~..L ~1 ~ ~j
I ~ ' I j ~ ti 'J. f , I I 1 t' I ( i ~ w r ~ b . I •i I ~ ~ , S~W'rARY SCW~'R WORK SMALL ~ C~~L° N AOCORDAIVCE: WRN TF~E STANDAi~06 MD ICATlON3 O~ 'IY~t CITY ~TAR~Y ~IIVER SANITARY ~AR~ SEINER WN?E FF?OM {v~CHAIWCAL RC)OM ~
I I _'i t,~Fi., ~ I r I , • ~ I 1 ~ ~ ~ I 1 r,~~ / 1 I! 1 I ~I ti,t•;1' . r ! I r ~ . j t , . • i • 1 ~ r I~ It I I I tl ,;•,ti 1 .1 1. ~ 1 1 !1 ~ ' ~ Orfi nw r~s~ MAN-TOLE ~2 MAN-101. RNM E1 407.04 RIM ~ ~OI.~ ~M1 t.J~ER ANY PAVEb AREA OR AS ~ ~
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~I . 1 , ' 1 ~ ~ ~ , _ I wow d ~ 1 . ti.... 1 ti,l ~ i` 1 t 1 I I i • l.. 1 ''r.. ~ 'i ' '.1 ~ ~1 I ~ 3 l r, ! 1 f t 1 1 i i ~"qPq 426b4 CONTRACTOR TO MANTAIN 30" 3 (OI~1Tl 426.44 HOR20NTAL SEPARATION ~'fVVEEN
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~ SITE GRADING NOTES '
i. CONTRACTOR IS RESPONSI6l.E FOR D~AOLITION OF EXlSTWG STRUCTIRES 7. EXISTNVG GRADE C4NTOl N~KX.UDIIVVG REAAOVAL ~ ANY EX~O Tl ~Rl~f-OF_ ~I(~iG TI-~ STRUCTURE. ~VTOIa? ~V'lER1/Al.$ S~IOWN AT 1 FOOT. 15. TOPOGRAPHIC I~ORMATION TAKEN FROM A TOPOGRAPHIC
Ff~E~.APq E ASSO(~IATES, NVC.. IF GON7RACTOR pp~$ NOT A CONTOIJ? NT~?VALS SE-TOWN AT I F40T INTERVALS. TOPOGRA~ S ENV ~ A TO O RPA ~ 9Y I~~R~:~I TO ~AAIN ARE DAMAGE G C~TRUGTION ~~~tVE1(OR AND S~A1T IT TO T{~ OWE FOR
UTL.IT~S ARE TO BE REMOVE 8. PROPOSED GRADE CONT 2. THE CONTRACTOR IS SPECIFICAIIY CAUTIOl~D THAT TI-E LOCATION AID/OR 9. IF ANY EXISTING TRUCT ~EVATION OF EXISTING UT~IT~S AS Si-IOWN ON TI-~E Pi..ANS IS BASED ON IT SHALL QE TI-E AC RECORDS OF T!-E VARi~ UT~.ITY COMPAf~S. Aft VY~RE POSS~LE. EXISTlMG STRIlCTIJRE Aga t~ TAK~V NV TI-E FlB.D. T4-E h~ORMATipN IS NOT TO 8E RELY ON 8E1'TER.
~1'!'RACT RESPONStBq_ITY TQ ~PA~? A?ND/QR REPLACE TI-~ ~ TO f~TURN IT TO EXISTING CO~UITIONS 4R 16. AU. I~VSI~FACED AREAS DISTl~6ED 6Y GRADING' TI IIVCI-ES OF TOPS4L.. CaNTRACTOR SHALL APPLY ~~~T 3~ITEQNG SNAL.L BE GROUTED TO ASSUZE ACC~RD~~NC.~E WITH CA~ UNTO ~ I~E~I.THY IS WAT~?TK~-IT. OBTAN~EO. Y
AS BEWG EXACT OR TI-E COWTRACT02 MUST CALL TI-E
TO REC~IJES~~ E ACT ~~LD~ L~AT~ QF~UTlL~ITIE T1 ~~VA~ CEO I ~CTION~AT ~ ~ !CITY OF THE CONTRACTOR TO REI.QCATE ALL, EXISTNV~ UT~IT~S UW-UCH
C41~LICT WITH ; TI-E PROPOfiED .lMF'R01/EMEN'~S, SHOWN ON TI-E F'L.AWS. ~q NAV ~ N3'0~.. CUT Oil Fq1. SLOPES SNALI. 6E 3~1 ~...R.ATT~2 UVl.ESS OT~RV~ISE -~;~A~V~D~ ~ S ~I PAVED AREAS SHALL ~E I WITH 17. CONSTRIK'TIUN SHALL COMPLY WITH ALL, AF~1,iCA8LE. DOV NAVE TRAt~'tC BEARWG RWG... ~_p, MA(V~OLES.. ~NV - ~ 6E C~OI~T~LT~T~ TO S1WIE.
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1 I. i ~ f ,r . 1, i t~«r , If! r t1 r 1~ ~ 1 ~ ~Rr ! ~ ' Ili: , 18. ACL STORM STRUCTURES SI-t~t.l.. i-IAVE A SMOf3TH l~I~~C~? ' : ~ ~f11f~?T FROM NWEftT IN TO ~WERT CX1T. E .
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1 ,f I ,p ' I •r rj f , t ; ~E~ TRUCTION AC'fNIT1~S. 5. STORM PEE S'h1~41:t;.~~ ~E AS OWS t.~.ESS OTI-ERWI NOTED= ~ ~ ~ STORMWATB? Di~K~ ATE WfT~I~-I 19. SETTLEAAEfY.I"a'p~,qTES ARE RECD AREAS VYITH '`AT l. '1~5. FIU.. CONTRAC't'Ot~ TO CX)ORDNVATE UWI~?'S CEO . _ REPRESENTATIVE .ON LOCATfON AT TI-E ',.TIME OF 20. TEMPORARY CONSTRUCTION EASEMENT R!~:C L7 FRAM D ADJONVING PROPERTY QW~R TQ TF~ WEST ACFOR~~ I~ON~A L ~?SSI~?E P~SSITIVE DRA~IAGE AWAY {FR~AA BUILDINGS FOR F'RC~RTY LN~E. E~?SEMENT EXTBVTS ~ING~ ~ ~ t~ i ~ ~ •I I t ~ : , + ~ ~
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RE FD NOT TO BE ON AS WING FXACT CR COMPLETES • t n I .1 ~ I THE CONTRACTOR NWT CALL T14E AWROPRIATE UTlJTY `,1 I 1 1 PELi 1• R r r r as ~ • 'r••.•• ..•'r .yam r..,~ 1 •w ~ ~ r ~ ~..rr' •r 'N•' ~r• NA •,1. Nr N'~ . f r i I ~y ay,r r 'ti.•~~ ~r. + w •y ` y, rr r~• , rr• .y ••'r rw« .d'? •a ~r• • r,r•'` r' 1 ~y 1•• \r'' r r~F•'•. a•a•,~ 4Ur • y tiw wr, •~6,1~. 7•• •,11 • ••r•'r r„r' •N, •Ia••• I,• . •r• V( r, ?N r•r w. w r •"/rfwa.••rA ~•••i'•' J . f. ~
f tl .S CX)NPANY AT LEAST 48 HCLRS ANY EXCAVA71ON y`'- r • •''y _ . I •r~''1r'+.. r d•'• r r • • • • r r.•r• 1•a' • 4~ • A ONE M,Lr ~ SVM FM •y •ir__``-- •y ••rw, r, 4~ a~..,,_ rw yiY'~ ••a'"r~•I+ N•.• N`r•t• ep r r Y\., ? ~j N • . r~ .aM• .4..•••'w?•\r.•a., 'r•• r.•' r+'•r"'. f ~•r• 0r•1• / •r VAU~ . owtRRUn No aoe siren Na PLAN
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1 t r ;j . , COMPANY. THE CONTRACTCR IS TO CONPLY WITH ALL II 141 T~ ~ 12 + ~ ~ yr• ~ . • r .J S' mine OR r n Paaeeis rum W WAna+ wt wrAc*alv uo"tm »M 19
1 t r l r UTLITY COMPANY SPECFKo.'*4ATKYSS AND RECUREMIENTS ' I ~ I 1~~~ 1 • n.~ ••1 R ~ L'~•r •r V1 Y. r`~'rr me Von" oaon"
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~ ~ i ~ ~ ~ 1 l ~ ~ ~ ~ ~ t ~ ~ VIC1Nt1` f 1 1 ~ / / I i y / f ~ ~ INITY MAP (NOT TO SCALE)
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! ~ ~ / ~ ~ f ..t.. ~ . + ~ ~ 1 , 1 1 1 ~G PROVID0 BY THE APPROPRIATE
of ~ - , 1 1 1 PEJC~W ~ c ~ I / • / w . 1 s ~i •y: ` ~Y. 1 , IMENTAL AGENCY: TO BE USED FOR INFORMATIONAL WS ONLY.
~E.= ~.t5' ? ' ~ r ~ RR SPIKE IN P ~'-~i i ~/i 1 I . ~ t ~ ~ ~ ~ r 0~' I 1 4 . 1 l ~ ,y `
~ + \ - ~ • ~ OF , , \ 1 f I ~ 1 . ~ i i ~f i ~ ~ t / j' j ARE SCR prF01 j % ~ / / i / ~ , OR SALE PURP ~ ~ ~ / ~ % ~ ~ ~ ~ ~~f i j 3.~ HQGHT I1N i ~ ~ ~ ~ ~ 1REE LIE i ~i ~ i ESTABUSHEQ ~ ~ ~ ~ ' j ~ ! ~ I~ ~ i , ~ O~IFNSIOwSC SH )ARE FOOTAGE MD DIMIDISIONS OF S7RUC711JRE(S) IR 9rFORlri.AT10NAL PURPOSES ONLY. NOT FOR LEASE
~ t ,,1 > ~ i ! 1 1 1 1 1 ~ ~ ~ ~ / ~ 1 1 1 - :J ~ 1 ~ ~ E PURPOSES.
~ ~ ti .7.. 1 ` ~ ~ r ~ • r 1 • ~ \ 1 ~
. ~ / ~ ? ) . ~ f: ~ ~ ~ i l ~ ~ ~ : / ~ ~ GHT AND a aNS of ovEMEuD MECTM LINES 1SHEQ BY 7RIANGUlJI110N METHODS USING
~ ~ / ~ j.. - ~ - .r ~ \ ~ / OMC Sl1RVEYING EQUIPMENTo ALL HEIGHTS AND
~ / ~ 1 ~ ~ ~ ~ ? ~ ~ IONS SHOULD BE VERlFIED BY CONTRACTOR OR ELECt'RIC COMPANY BEFORE CONS! UCTION BEGINS.
~ ~ \ ~ ~ ~ \ 1 ~ 1 ~ i ` ~ , ` ~r r y ~ / ~i f / ~ i , IACAL ELECTR t i i i
r ` t ~ f j ~ t ~ ~ ~ ~ ~ ~ ~ ` ~ / ~i ~ 1 ~ ~ ~ / ~ ~ ~ ~ ~ ~ ~ ~ t ~ ~ 4.) IAN.E Ir1ARK i ~ ~ 1 i E MARKER LOCATED ON INTERSTATE 85.
~ t , ~t, \ \ ` ' i ~ ERE9Y tEIt71FY THAT THE RATIO OF PRECISION OF
~ ~ ~ ~ i i ~ ~ 1 'fir ~ ~ ~ ~ ? ~ ~ ~ Ql ~ ~ ~ ti ~ s'i' 1.D SURVEY IS 1:10000 AS SHOW@! HEREON AND HE AREA WAS DETERMIMED BY OMO IYtE7f4OD.
1 ~ ~1 w y ~ ~ ~ as ~ ~ i~ j i , j' i ~ 1H Y Tt~E AR j / i~ ~ ~ l j ~ ~ A 71'RF RE • / ~ r ~ ~ ~ ~ Al.L ENCUI~R ~ f i ~ ~ f
L ~ 1 ~ 1 ~ ~ ~ r,.,....r 1 S PLAT HAS BEEN PREPARED W17HOUT THE BENEFlT
~ l 1 ~ 1 ..~4 ~ ~ , / ~ It'RF REPORT AND DOES NOT NECESSARLY INDICATE ICUY6RANCES ON 114E PROPERTY.
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~ / / rr ~ ~ FLOOD INFORMATION:
7t l ~ ~ *e ~ 4~. ~ ? ~ ~ / ~ ~ ~ / r ~ / / ~ _1
~c~._ ~ ~ ?ti 1 ~ i~ 1 LOW WIRE: 24.Ot _ _f 9UB.ECT PROPERTY IS IOCATEO IN !s NV1 7/1LIr OVa A. !7 AM 7/YIC *Am
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~ ~ i ~rM0.15' ~ / ~ ~ ~ r i ~ ~ ~ ~ 1 ~r / ~ / / ~ ~ 3NE X: AREAS OEIE MINED TO BE OUTSIDE THE
~ / I. ~ / ~ ~ / / ( ~ ~ ~ / ~ ~ ~ t ~ / ~ ~ ` 500--YEAR FLOOD PLAN
t ~ ~ I 1 i ~ ! ~ ~ ~ ? 1 ~ / / ~ ~ i J ~ ~ / I ~ r ? / / ~ • r ! ~ ~ H WE A: NO BASE FLOOD ELEVA11ONS OETE ANED
` ~ ~ / --mss ~ ~~~~~r ~ / ! _ O ?85.9; ~ ~ ~ ~ ~ t
/ / ,r ~ ~ ~ ~ / - _r ~ _ ~ _ vat TY FIRM. - ~ItNITY PANEL 370= 0150 C
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1 1 r 1 ~ ~ ( r ~ 4~= = . a- It ~ w / ~ ~ ~~-wr.l. ~ i ~ NNP ~ / s ~ CITY OF OXFORD FIRMA COMMUNITY PANEL 370107 0150 C
t f ' ~ ~ NIP 5 : ~ ~ ~ r i • / / l 1 ~ r ~ / •.Ilrr i
- j EFFECTIVE DATE: sEPTEM 286 1990
~ j BUq..QING ~ 0482.83' Y°' , ~ ~ / 1 ...Irw - / •
f - ? 4 NO ~ ~ i r NOT FOR RECORDATION
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+ i ~ ~ ~ ~ ~=x.42' TAP N0: 1912.04-60-2639~~ ,1g' ~~1•~~ ' ' ~ ~ p•//•~~Iiw•If •L.• r!. •w .N.y y~:'i•' :_`'iY't .I " 1 k' LI• ~"ai.:• 1. •?t wR.....-. :a 1:1 •a ~'i"..«~i.•. :'•i:l:. a•..1.:.::f"" «~~i:::S''.~''u::t S `a• wlha. / ~ / / rt:•M .:k•~'':•> -:::.l::i:1 i~ i•rw~:..•s.~.}« ..l.t i.•~.. N:::x'•:.. w . „'~.it 1~.. I 1. •7 'b. ~i/IN. L« ••w. :~rt.~ : d y•r....:•r:lr,:•:«i , f . :tJ.
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~ ~~i' i i MAP N0: 1912.04-50-9702 ~ N~ ~ 1 ! + ~ N~ FREDDIE W. WATKINS MAP N0: 1912.04-fi0 ~ ~ ~ R L MOSS ( CAROLYN M. WATKINS N~ t.. I e~ %~i N ~ , • 1.'• t~~.•w• ~ • ~ ai;;.4::•• .NN1a4 >•.ya.. Q. ~ 1 e:•:..c .:S:S'L:Sr'«%i~T.'•::w.•..~.r~i...:y_.. y•t.:1':.~ y `•:il ~:t 323 WEST STS AVE.
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) SURVEY IS 1:10000 AS SHOWN HEREON AND E AREA WAS DETERMINED BY DMD MlF.1HOD.
)
J /mar ~ i / ray ' ~ , / ~ Of A TIT1E REP ~ ALL ENCl~uIBRAN ~ i PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT LE REPORT AND DOES NOT NECESSARILY INDICATE
~M~^~.r JIuIBRAN(ES ON THE PROPERTY.
i,r.
i / / ~ ~
J i ~
i ~
~ l: ~ ~~Q~ / ~ r~
44204' ! ~ 1 ~ i l~,~,~ ~ ~ ~ i`~ ~ ~ ~ ~ ~ ~,.,'4~' / /
~ ~ \ ~ ~~pr~
,fir ',i' r?~ ~ +"'~r' f ti ~~~.r~~ ~I
~ ~ ' ~ i \
y~ ze• ! •
~Z \ r ~V ; WIRE sA?~ t2.a t oNC ;
r ~ + i" ~ ~ ~ ~ ~
443.3~~ 1, i ~ ~ ~ ~i y L
~ 1 ~ ! ~ 1
~ y % I i~
Fro FLOOD INFORMATION:
f rr~ r ~ suRNcT PROPERTY IS LncA7M IN
r i i ~ ~ I i F10 zap x: a ~ FLOOD ZONE "X' & FLOOD ZONE wA"
443.24' ~j i L ~ , j i ~ 1 f ~ I r ~
r ~ ~ ~ ~ ~ ~ r 4E X: AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOOD PLAN
jl~ ~ 1 !~j ~ ~ i i / ~ ~ / ~ ~ 24 i ~
r~ L~ j \ I ~ . ! • r ~ ZONE A: N ti IE A: NO SASE FLOOD ELEVATIONS DETERMINED
~ HIGIi VYIRE: 33.71 ~ ~ a~uc 1 GRANVILLE COUNTY FIRM
! ~ r SOW VNRE: 21.3f i~ ! 1. ! J i / i i~ ~ ~ ~~~449-~~ ~ COMMUNITY PANEL 370325 0150 C
1 % ti e, g~ ~ ; r' MAP N0: 1912.04- W ~ 'I ~ ~ , ~ r I CITY of OXFORD FIRM
N/~' ' I / ~ ~ ? ~ COMMUNITY PANEL 370107 0130 C
l~j+ ~1~ ~ ~ y ~i IMLLtAM T. OVE ~ ~ r / 4 % '`FREE LINE D.B. 256-4 j ~l~~ ~ ~ NIP 3/S" 1 j / ~,r,.? ~?s ~ M ~ E FECIIVE DATE: SEPTEMBER 28, 1990
/ ~ / / ~ / ~ ~ ~ ~
1 NOT 40T FOR RECORDATION
l j ~ 1~ REBAR t i ti ~ j ~ 1 i~ `'aim:
/ ~ ~g I ~ I ~ I 1 f ~ 000)
4 1p~~ w
ud~~ ~ r~
SU F'R TEI.. (864) SL!.URVEYORS • ENGINEERS
i FRM AND & ASSOCIATES, INC. '
323 WEST STONE AVE.
GREENVILLE S. C. 29609
(864) 271, 4924 FAX: [phone]
' EI~lA DRAWN: ~M EMAIL ffroWand0worldnatottnot
(r AM PARTY CHIEF: WD CKCKED: JcC
REF. PLAT 80 REF. OEED 90 TAX MAP ,LA?T BOOK: SHOYM HEREON
~EEa BOOK: SHOYM HEREON
AP : SHOWN HEREON
UTILITY CONTACTS: r OATS QF SUR DATE OF ~tA DRAWING N0: OF SURVEY: OCTOBER 8, 2006
c~ OF DRAWN: OCTOBER 13, 2006
PSNC Q NO: 58833
PHONE: $77-TT6-2427 LE(~~,~C CON1'AC't: CUSTOMER SERWCE POe ~ of e~grNlNo ~ DATE OF LAS 0' OF LAST REVISION: 4-2-07 ADDIMONAL TOPO
PHONE: ~ ~ ~T SPRINT 7BMt 7~iPORAR1r B~DIq~AlMc 60' 120' law
PH01~: 8a0-786-dZ72 ~ ~ OEM
CONTACT: CUST~DMETt SERVICE ~ Po1MEit Pow oa w~?~e v~vE SCALE: 1" = 80'
nC t~ wARNat ~ wM wu?mR t~ ~+or~: an-m-~~n o sow s aa+ o~~ o~ t ` ~0.. l~•,
CONTACT: CUSTOA~ER SERIACE O Cs CA1d1 ~ O
• ss~pi sMNTi1Mr 9ErrER w~wHO~E I I X.p o 1 ww
POYMER: pQ 6V a11s VALVE WAKE POWER p 'gyp 'I~I,D~IIONE PEOESTM.
PHONE: 9t9-8$3-8300 • FOd~R N9ETt OP11C CABLE uIwKER i~
PHONE: [phone] FIRE H1i4RM1Y
DUKE ENERGY ~ ~ parr ~eoi+ rw (s/~' art) ~jA ' •loll V
PHONE 80~-777-9a9~ p EP E~asnNS IRa+ aw RLS: J N~ L • STAT G T RLS. JAMES R FREELAND
D07: ~ i a NO, L- 2838 < < 1 t t •
815 STADIt~I DRIVE - ~ sA~TARY alw0t t~E ou~+~, ~ z~o+ - w - w~?~e u~ ***CAUTlON*** r
PH~VE: ~1~-3~0-8547 - uo- ct~s u~ TATE OF NO H CAROLINA
CONTACT: R08ERT H. MATHES~ Jt I~ CoHt~tE ~E I
WATER dt SEMIER: C~ OOraalaAlED IrETAL PIP[ N.~. ONE CN.L: U11UTY 1~.A~lbR 8ERNCE GRANVILLE COUNTY
3 OA1r5 OKi~IQ CALL CITY OF OXFORD
~ ~~rWirA~ ~ ~ mss 211 WEST C STREET ~ ~ ~E 1-s00-~-~
B~JINER, NC 27:i0~
CONTACT: CARL JACABS - - DAlED MMI7E tN1E A oNE GILL 51~d1dri /FOR COMNMTY lltlp J06 SAFET1r. pHON~ 91~-~7~-3112 ~ TOPOGRAPHIC
~ OOUSLE 1~ELLOM? LNIE
PLANNING DIVISION: Q"11°" zsuKvty rUK
cRANV1u.E COUNTY ~ ooToue uioeiaioera,aw.ioa w?K..K uocnm DEVELOPMENT SERVICES a" mar ~?wa~ wo os~ nwwws
1F6 RNedtiOR YMm w gIMWI~ w1AT lw tMb0lalOtMO P.O. eox ar r,rw, ,mac um u.m ML uum w,me o {N OXFORD RETAIL
122 IMWMiiS80R0 STREET any w lar4a a ~woa~ ns nmn+ae o00 spat Nor womuwr au?r w uNOawioi~o umn Now w of
OxFORO. INC 27585 ns rLA) ~o a?na~ ~K aenrr ~ CONTACT: JONATHAN COOPER sroW dtAw ~ Mr a~ as Y =S~WbW ~ ~~oMa~ WTOM He PHONE: [phone] - x ~ or r t~oc~im 16 INVESTMENT, LLC.
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SHEET 20F3

i
t i
MATCHLiNE E , ~;j.~ ~ I s4~,,~•
~ 111 ~ ~ I • HER6ERT " i/~ j ~ HENLEY ROAD lERT ~
l ~~j ~ ~ ~ ROAD SITE
r~~ ~ 1 J t I ~ t ~ 17NA8LE T+0 OBTAIN MIVERT
i, i i~ r ~ ~ ~lN~~ i ~ ~ i 15
1 ! ~ : ~ ? j ~423.a4' ROAD
85
~ jt I~~ FOCMK J ~ 1 I rf!!~1 Ir
~lj1~11 ~
';f ?'ti ~ VlC1NIT i l f ~j 1 ~ i ~.1 ~ 1N1~RSEC710N NITY MAP (NOT TO SCALE) ~
1
i
~ /1 ! ! ~ ` i ~ ~ ~=423.1 S' (1 y ~ rf'i ~ ~ i.~. ~t~.e~ SU ~ ~
SURVEYOR'S NOTES:
~ ~ ~ .ti,
•~N IG PROVIDED BY THE APPROPRIATE
f ~ 1.) ZOI~IG PRO i r ~ I E. 419.14 GOVERNMENTAL ~ r ~ + ~ I ~ PURPOSES ~ilY. IENT1IL AGENCY: M BE USED FOR INFORMATIONAL
r 1~ 1 } ~ ~ + MATCHLINE D r ~ 1 i S ONLY.
1 i r ~ i ~ * ~ 2) SQUARE F00 1' ~ t RE FOOTAGE AND DIMENSIONS OF STR1C7URE(S)
~ 1 I 1 i 4 ~ f~ .E 419.89 OR SALE PU 1 INFORMATIONAL PURPOSES ONLY. NOT FOR LEASE
PURPOSES.
~ ~ i i ~ i i f i i ! ~ ~ ' ~ 4~a~4 HacHr rwo iT AND DIMENSIONS OF OVERHEAD ELECTRIC LINES
i ~ ~ i ~ i i i' ~ i i {.E. 417.94 ~ I.E 41.75 ~~~m .BY ElEC7RONIC SUR 18' RCP 1~ ~ 1 DIMENSIONS SH0 / LOCAL ELEC'iRIC HED BY 1MANGLLAMON METHODS USING SIC SURVEYING EQUIPMENT. ALL HEIGHTS AND
~ f ~ ~ ~ ~ ~ ~ ! j ! NS SHOULD BE VERIFIM BY CONTRACTOR OR
i i i ~ ~i~ I ~ , l ~ ~ g EC'iRIC COMP/WY BEFORE CONSTRUCTION BEGINS.
~ ~ 4.) MILE MARKE aR va. MARKER LOCATED ON INTERSTATE 85.
~ ~f ~ ~ i ~ ~ ~ i ~ i i
r r . ~t.1 ~ T} E~ FlF1D SU tEBY CERTIFY THAT THE RA710 OF PRECISION' OF D SURVEY IS 1:10000 AS SHOW HEREON AND
, r ~ / l J / ~ UTILITY CONTACTS: 8,. 495 j j/ 1 r ~i I.E 417.3 11~IAT 1HE AREA E AREA WAS DETERMINED BY DMD IriETHO0.
r j ~ r I r ~ ~ 13 RCP 6.) TH1S PLAT H ~ ~ ~ 1 ~ ~ ~ R~ Y OF A ~1TLE REP l
i / ~ s cis: PLAT HAS BEEN PREPARED WITHOUT THE 6ENff1T LE REPORT AND GOES NOT NE~ARILIf INDICATE
~ ~i ~ , i~ i ~ r ~ ~ MAP N0: 1912.04-71-9346 E 8n-~-24z~ LEC~IVD~ j ~ S ~ ~ ALL• Q~ICl1MBRAN ,~~11r 1 / jr~` ,'sr~ JMBRANCES ON THE PROPERTY,
% / / / , ~ ~ i ~ + ~ i ~ HERBERT HENLEY CONTACT: Cl15TOMER SERIACE Pae ~ a em~c
~ ~ ~ ' ~ ~ ~ , , J~ i ~ ~ ! ~ ELVIRA HART HENLEY PHONE: Poc PoMT aF ooMMONCE~ENT 1
~ / ; i i , ~ ~ ~ t ~ ,y 0.8. 255-278 SPRINT ~ PHONE: [phone] # tJOR Pot[
~ , ~ ~i ~ i I ~ i ~ 1 1 CONTACT CUSTOMER SERVICE Po~oe rq,E r~ {
00 w?mt vK.ve ~ ~ ~ i M~~ I1~ I.E 413.15
~ i i i i i t ~ wi wo~~ ~noe 1 ' ~ i its RCP
a1i0NE: a77-m-ri71 • ao~ staW aaw M~o~c CONTACT: CUSTOMER 9ERNCE O a cr?~ a~arr
~ s9wti s~ra~+r ~cwoe ~+o~
~ ~ i % ~ , ~ ' ice, i~ % / wAKE PowER Cd av ors wuvc ! ~ ~ per t ~ 1.E. 41295
PHONE: ~1 ~--8Q3-6300 O 7Pm 'IdQ110NE P~l~BSTl1t. I 1 1 ~ 15" RCP ~\I„I l: I I ~
~ Imo/ ~ / ~ % ' ~ ' ~ ~ / / ~ / j / / / / ,r"' j r aHadE: eoo-743-a3oo • ~e oanc c~ ww~ae r ~+.i ~ 4
DUKE ENERGY ~ NP NEN? N1oM PIN (s/d' ~It) ,t
/ PHONE [phone]~8 Q EP OOSIMIO MION PM i~ir~i
~ DOT: ~ CE ON~EAD EL~iC1111C L~! l~ ~ I ~ J l 1 I.E 410.42 `~`~i f i~ ~ ~ , i 1b" RCP
~ 815 STi1~DNJM DRIVE - ~ - ~AIMTiYe1l ~t uNE z7~ _ CAUTION
~o~: ~~-seo-ee+~ uc- ~s u~ FL ~ Il i ` l;t, SU FLOOD INFORMATION:
~ i i~~~ i ! i ; i ti ~ i ,~k~ i r ~T~iT: ~T H. ~A~ ~ . P~ u w w~~ w~~ ~ _ ~ Mti ~~V t M~7Yb !l~~/ sua.EcT Qaow%nr IS LocAtEC IN
i ~ ~ ~ ~ CMP COMglQA7m I~TAL PPE 1~•~^• N~ ~J•: w ~ ~ ~'~^"^~~wa ~rs~ souht oR~wvu.e w~?hrt ~w wart-~of war a o~ns e~ ac~c c~u ~,1, r :I j .E. 410.38 FLOOD ZONE -X-- & FLOOD ZONE -A-
w~~ a~ sEwa~ NE X: AREAS DETERMINED TO BE OUTSIDE THE
! ~ ~ at SENIER AUIHORI~Y w1m Add ld.l. FREE t--eo0-8' '-4049 j~ ld ~ i ~ ~ r i~ 1 ~w ~ ZgVE X: ~j~" , by ~ 500-YEAR FLOOD PLAN
211 MAST C S?REET ~ ~ BU1rER, NC 27509 ~ q~ ~p~, ~y ~t apy,~rr~r ,wp .ios ~tnr. S 1E A: NO BASE FLOOD ELEVATIONS DETERMINED
CONTACT CARL JACOBS D~~ED wt~nE t,N~ +~I / ~ ~ ~.ti ~ ~ I.E. 408.43
PHONE [phone] ~ GRANVILLE COUNTY FIRM COMMUMTY PANEL 370325 0130 C
~s OOUYLE 1Rtl.~w tJ11E C~unaN ~ PLAl~NING QMSION: a' OONrouR TM[ u~ea~oiwo unr~s saw w?vs eni toc+?~
~1 IiA~4P ~(V0: 1912.04-~1~ 88~`..~ \ ~ y~ ~ ~ ~ ' i y i OItM[VII,.L£ Ca1NTY 1 , ~ ii~v~~ 1~ ~ Q ~ 1 ~ , I.E 408.13 C01 ~ ~ ~~J ~ 11 15" RCP ~ EFFE ~ ~ ~ i j I.E.407.88 aTY OF OXFORD FIRM , COMMUNITY PANEL 370107 0150 C
t ~ DEVElAP1~NT SERNCES t' ooN~uR Brae ~ ai~ww~~at~wu?~i~o iNo P.O. B0~( 877 rwv~ m~E tw[ umra~ ~orw Dares Nt ~a unn~ct N u+E ruia~
~j t ~ WIW AM~~ OVERTON ` r ti ~ ~ ~ ~ i HK~ wIR : 31.2 t / iZ2 1MLIJI?~IS90R0 STREET ~ tiu?°rR t~"°0N~ a+'~io aio i~ N ~ w~ oacr ~oo~wai Moia? w.wiouai ~ oo~ ai+~r ~u? OXFORD, NC 27~ ~ uer Mc ~oaim ~s ~oow?~i r M ~a~aa niai ~ra~~w OONTACT: JONATHAN OOOPER = - = a1i01~ oR~ APE ~vaa~wt ~ ~ ~ r ~~o TMc EFFECTIVE DATE: SEPTEMBER 21L 1990
~ ~ D.B. 2407 ~ j ~ ~ ~ ti ~ LOW NAftE: Z8.1 t ~ ~i;/ifi' N11~ 11[ ~ ~ ;y ~ ~ ~ a 1 sJ~ IZ~ 1 V VT
PH01~: 919-603--1333 - x - ~ O ~ 1 140T FOR RECORDATION
~1 1 ~ ~ ~ I.f. 407.32 A
1 ~ y... E ,
/ / ! / / +
~'1'~ re d'elal'i
¦41278~ SURVEYORS • ENGINEERS
Q ~ ' ' ~ ~ ~ i ~ i i ~ ~ ~~ii%~ r 1'OP=41278 ~ ~ j i i i ~ ~ i i ~ ~ ~ ~ p ~ ~ tE 400.9 00.9'
r ~ I I / I i/ ~ ~ ~ iii ~ i ~ / / 1 S ~ ! I ~A~C~~~fA7,r FREELAND dt ASSOCIATES. INC.
323 WEST STONE AVE.
GREENVILLE Sat 29609
~ 1 ~ ~ i ~ ~ i iii~j~~ ~ HEADWALL (864) 271-,-4924 FAX: [phone] EMAIL: jfr"ondOwaddnetatt,not
/ j ~ /~~.,,i ~ ~ ' i / I i j ~ I , / i iy~4 IE=41'.i.3d'
y ~ I~IONt~ GRID I~~~T r~ ; ~ ~ + ~ ~ I FOCbIKR ~ 4 8 2~ o~?wN: GRID N.926978.650 ~ ~ ~ ~ ~.E 1: ASH PARTY CHIEF: WD CNECKEV. .IC:C
~ i ~ ~ i ~ ~ i ii ~ ~ ~ ~ + GRID GRID E: 21236fi7.320 ti b r r ~ t~ REF. pu?T e 4TITUDE: 36'17'46.208" r ~ ~~l i 'LIT BOOK: SHOWN HEREON
~ / J LATITUD LONGITUD
~ ~ % j NIP 5/8" ! l ~ / aGITUDE: -78'34'49.367" i i ~ ~ rte. oe~ e i f + } ~ 11~~ ~ ~ TAX w1AP SEED BOOK: SHOWN HEREON
~ REBAR + I 1 ' N % IAP : SHOWN HEREON
OF SURVEY: OCTOBER a. 2006
HIGH MITRE: 7. t j / J~ ! j ~~ir ~j i~ LOW WpiE: ?.3~a'f / ~ t i ~ iir~~~! ~ CONC_ R~1N ~ ~ ~ ~ i} i i~j~ ~ DATE Of SUR / J r: ~ i , , }v r DAl'E OF DRA 1 ~ W~~ I { DRAWING NO: OF DRAWN: 4C1'0M 13. 2448
p~ N: ~21~835.847 ~j~ U ARID E 2117820.542
I l $ i ~ ~~~~i~ 1~~ LKIIRJDE: 38'f 6'58.593' / ~ ' NG NO: 58833
z LONq'RJDE -78"3'01.040" P j,~%~ Jr I ( DATE OF VS 82-2274 wiNGw~u. - / ~ o' OF LAST REVISION: 4-2-07 ADDITIO AL TOPO
~ ~ MAP N0: 1912.04-82-2 ~ e0! 12W law
/i % ' ROAD ENDS ~ ~ ~ f~~ ~i~ i~~ SZ10 FEET ~ ~ v
BELCHER do BEI.CHER roP 4oa.tt ~ ~ ' ~ w~ ~ ~ / iCHER t.E 37.21 r ~ ' k ~ SCALE: I Is0'
~ , y ~ D.B. 238--174 ~+~~i ~ ~ j ~
~ ~ ~ ~I~//~~ ~ ~ J ti ~ ~ ~ i ~'1 i \ ~ AJ~ r
. , s, ~ J i ~ l ` 9oxgJlvERl' , ~ ~ ~ 1 ~ 9x9 I 1 '1 t
/ 1 ~ 1 / ~.~~~/i % lam. ~ ~ ~ / /
~ ~ ~ ~ ~ ~ lip ! ~ I ~ ~Q 07 i ~ j • • r r +i. ? r s
r . ~ r.? i
~ ` ~ ~j r f'+ ' +i~x
JIl~ ~ ' j 1 ~ •
~ I 1 f l 1 ~ ~ ~ i ~ \ .'"~'r ~ ~f f '11r as JAMES K FREELAND
i ~ I r~ 1 I ~ t rr J N~ L-28 / i t~ i~ I 1 j x !.E 400.3 ~ k L-2836
! ~ ~ i r 1 t ~ f~ ~v' i ~ r~~~
~ i~ ~ i i. i / ~ ,
f~~~~ ~ . ~ ~ ~ . ; t ~ ~ ,x-,~- STAT 1 r ~ ~ ~ TATE OF NORTH CAI OLINA
~~ij~~Y i ~ ¢ l 1 i J 1 i GRANVILLE COUNTY
i~~ i~ i ~ ~ TOPs418.38' q
~s^ ~ a1ER f r ` VAUL ~ 11 CITY OF OXFORD
~ ~ b ~ % ~ r I I~t I~~f? i i~~ J
. HERBERT HENLEY ROAD T TOPOGRAPHIC
%f:~ ego ~~~7 Lt Q J ~ .t: al ~~c . Aomuk a . ~ft % AV 0• I& . ¦r•w r-f.
/~i ar% 1 oat/ MPAV IoL 44DM6i MEMM 300 z:iuKvty rUK
i /4i VARIBALE WIDTH RIGHT-OF-WAY 0) OXFORD RETAIL
; ~ ; i ; i ! ; ; i ` i , ~ • MATCHLINE D
INV INVESTMENT, LLC.
SHEET 3 OF 3