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NC GRID
1 ~ MICHAEL AND CYNTHIA MALLARD ~ NAD 63
JAMES C. WOMBLE ~ and WAYNE AND CAROLYN BALLARO F DARLENE HUGGINS and wife
MAE 8. W~IBLE DB 948 PG 425 DB 886 PG 719 NO TO SCALE EPK , , ,
DB 578 PG 26 _ N 0726'52" E
N 0748'57" £ EIP EIP ~ 'y - N
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~ N
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Q 47.50 ~ N lgTES: N OB 691 PG 610 1, ALL VEGETATION Alq TOPSOIL SHAtI BE SIAPPEO FROM Fll1 AREAS
w KIN510N GTY BOARD OF EDUCATION ~ ~ ~ ~ M ~ SMOP:-12@b S~' ~ DB 578 PG 26 R / , w ~PP PRIOR 10 PLACMiG FNl. ANY p1ES110NA81E OR UNSUITABLE SOL
o N ~ c FUTURE E ION / °i• O CONgTIONS SHALL 8E BROUGHT TO THE AT1ENilON OF 1}IE ENGAiEER. ~ t'• T.~ TE1tIPORARY Nk,ET PROTECTION ~ 2 AFiFR STRIPPING 1T1PSO~ AND Piilpt TO PlAC9iG FILL, IT IS REOOMMENQEU
~ I~ I O SF ~ g rn ~ ~ r~. TIi11T ALL 8U0.D11G. PARKING AND DAfVEVbtY AREAS 8E ROLLED wTH A
TRASH o , 200.00 EM 2.5' G (TYP.) VARATORY ROLLER TO CONSOUDAIE LOOSE 909,5 NI 1HE UPPER SUBGRAOE. '
' ~ ~ • t 48.36' SHOP: 1200 SF N N 0 7'39" E r ~ COMPACTION TEST RESULTS OF ATIFASt 95 PERCENT OF 1HE STANDARD PP PROCTOR MA><NIUM DRY DENSITY wll 8E REQU~FD PRIOR TO EN~Qt'S
~ CLF x .x RArP-4i.~o r EPK ~ - N 072739" E EI z GW TC-46.83 APPROVA FOR Ftl PIA~IL
(CONTROL ' L1 EP:47.34 TP=46.96 TC=47.( CORNER) - TCr47,08 PP 1 All FILL SP1ALL BE COMPACTED TD AT LEAST 95x OF THE STAI~AAD . ~ TC=48.44 MA1IMAlM Y DENSITY ASTM 0698 PROCTOR OR ( j.
E ~ z G, Rwa-too PROP. a TC-47.09 TOP=45,74 R° 4. GRADING CONTRACTOR SHAH S® Aid MULCH At101STtAiBED AREAS
PP ' PP ~-43'37 ' ' 9VY.-x1,91 ~ WM NI ACCOADAMfa: wTN 1NE SPECIFICATONS wT1iN ~ DAYS COMPLETION TC-4s.80 a ptADArC NORK, UPON oOMPl.E11011 DF THE PROJECT A1E CENERAi
W EP•417s , RETAININ TC= CONTRACTOR SHALL NiSTAII PERMMffNT S£EDMD AS OUTtJ1~D Ni THE
` WALL - BY THE CEN- rC-47.18 TC-47.13 TC648.4 ' SPEC~ICitTiONS All DRAkUGE PIPES sHAll BE fE.EJItffD ~~:50,. ~6 46.80 Tfi¦48.50 ERA CONIRACTON TO REJ~VE ANY SEDMIENTS iHA1 HAVE ACCLNiUTAIEO.
~ _ _ . IIAli.47.~0 ' " ~ ~ 12. CB N000 =46.34' 6. PAVUIIENT DESIGN MI PARKING LOT SHAH BE 6" Af,'GREGATE BASE OOIRiSE
FP¦43.17X j + RCP 0.4x ~ ` S 15" INV. = 41.69' w1N 2" i-2 BilUM1i0US OONCREIE w;AR11G SL9IFACE, PAVEIQIT DESKBI i0R TkE BUND9IG SITE SHAH BE 4000 P51 CON(StETE PER
~M-..,~ .,a : _ . 46,30 OETAL 3 ON SHEET C5. PROP. DI ~ I TCs46,34
TOPr45.74 s°
a . , 47.50 :k Ls _ : ~ _ _ : _ - x. TC-46,17 INV~43.74 ~ ' I , pI T = 45.69' ~ ALL PLANTMiQ AREAS SHALL 8E BACNFlIIED wTH TOP90E A!0 RN(ED _ TP=4'6,50 _ - R! ~ ~ DO>MI, REf1011NC ALL CLOD9 AND ROOTS, M#0 IEFt READY FOR SEEDING
T : ~ , _ , E'f~47,34 " N 15" INV. - 41.61 AND PLANTNG. i _ T 46.18 TC= .07 t . .4, i E 15" NV. = 41.61'
4 YY. 6
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BOLT OVER LARGEST N I i RANGE ON flRE HIURANT ~C ~ , .r~ T~4. .
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i ~ d , bA ~ I{tM~13 ~ i' ~14 x ' TC~8.45 _ ~ '
PP ° W PROP. ce' ~I 37,085 SF . j ? TOP =44.85' " _ {TYP,) E 15 INV. = 41.05'
TOP=43.00 1fiMPORARY , IN+~•41.00 - R~ iM 15" INV. ! 41.09 j
} TiON _ F.F. EI.~V.-47.~ ~ Q ' ConsTRUC ~ N ~ ~ ,
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~ CHECK ' 47.51 r DAM ~ ~ _ Tc.~s. TC=45.40 ' TC+48. ~ TC¢48.73 01 TOP = 44.29'
`4., I I fr SH 2,400 5F EP•4Z34 E 15" INV. =40.42'
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NPK ~ ' T~y. ~ _ , PROP. DI ' N
p n ~ w EP=46. . ~s ~ ` ~ >k5 ` - 47.20..., , ` TC=4S.98~ TOP-44.80 ' 0D INV,=43.23 a ~ to
~ 'mot ~ ~ - ~ N ~ / r. ' I$~47.00 Of - lr ~ DI TOP .2 =45.74 7045.98 i ` E 1$ iNV. ~ = 40.20'
N ~ ~ ; i x,11 i ' C-45. 1V: 18" IMV. = 40.05'
. TC=45. ' ~ ' 1C=45.90 TC-45.9 0
- _ ~,M ADJUST -ss- ~ s - ~ _ ?g• ~ - f'1NISFi ELEVATNJN 3 I 2,~5 , < ADJl1ST+ 1~1 TO T _ - - G . TC=45.90 -45. ~ }
? ELEgATION - C=45.70 x TC-45. ~ a ° ~,~Cr
o ~ ~ ~ - - _ ~ . - 2x.17 r _ _ 45.76
n 2.5 C&G TYP. ~ 06'. _ -SS _ 45.50 ~
z 41 - C 0~' A ~ - `ss _ y ~ _ m 11/24/ REViSED Bu~DtNG PLAN Ke
- A ss ~ TC-45.62 T ~ W s~ " / 12" T.C.
EDWARD AND PEARL OUVER ~ ( ~ 56•~`~ ~cl' ' - 1 N.C.G.S.M, and THOMAS AND MARIE NORTON d 8 9 18 RCP "~11 ;o~., ~ 0 4 ADD SST FENCE K8
"HOOD 1967" R DB 346 PG 265 _ e .8 TC-45. ~ R k ~ TC-45.84 TC-4S. / t u '~Y .33
ao N = 554881.2617 FT, •01'i C~ E = 2420691.6863 FT. 'rv ~ ~ ~ . , ~ ~ N0. DATE RENSiONS BY
° I 38.90' 35.55' I ~ ~ ~r CB HOOD - 45.03 ' , b ' , +In SE 24" iNV. = 39.41
Q I S 14'35' '02" W ~ I ,47 W S pt't7 3 0.., C, SW 18" INY. = 39,93' V''.
k I a ~ o Gw ) ~ Nyy 24" INV. = 39.53' • e
r 3 LEGEND W ( W ~ O ~ ~ I
EIP =EXISTING IRON PIPE Z i ~ S ~ = a s ROCK 45.12 TC 45. ~ 'S ~ ECK ~ D D Q
~ EPK =EXISTING PK NAIL I = N I ISTING IRON STAKE . M rn E S EX EARL E GORE, Jr, I s' , yj'\ ~ 24" RCP ' OA ~ \
^ ERRS =EXISTING RAILROAD SPIKE and wife EVELYN GARDNER Q (9 I I OB 788 PG 726 I
z ECM =EXISTING CONCRETE MONUMENT TINA MOORE ~ ~ N.GG.S.M. NIP =NEW IRON PIPE I DB 919 PG 918 ( S ~ 43.09 S ~y ,f ,r ~ PYLON SIGN `k,,f ~EnBtineering~ArehiEecture~Surtaeying~Techrwlogy
~ U "ATLANTIC 1967" NPK =NEW PK NAIL ( r` , ; : ~ (FOOD UON) ow TOP = 4.08 7~, 32+ s Errol sl, cnlmNa ~ 21831252-rse-~+a. zs2-aw-~+ F«
N = 554565.9605 FT. R W =RIGHT OF WAY Z I ~ 0 x"`-"~24 iNV.=39.08' Boot 929, 10011 Oulu SL, Kh/ton, NC 28501 252-523-0832, 252-323-302J Fa NW 24" IN~. = 39.35' ( ~
E = 2422364.6377 FT. =CENTER NE ~ u ~ -E- = ovERHEAD ELECTRICAL a 6' ~n F~o~ECT nnE S~ 44.63
- EdcT =OVERHEAD ELECTRIC do TELEPHONE NOTE . J. P RRY y' ~ E
-T- =OVERHEAD TELEPHONE COMBINED SCALE FACTOR = 0.9998699 ( ElY J. PERRY ~ DB 909 PG 388 GW =GUY WORE i ~ M 1 PG 1 s ~ 9 PG 388 S ~
ALL DISTANCES ARE HORIZONTAL B 2 6 PP =POWER POLE ?i PG 61 ~ SU• ~ ~
EM = ELECTRIGAL METER GROUND MEASUREMENTS IN FEET J 't_. 8' a t 1 ,44.5 ~
ET =ELECTRICAL TRANSFORMER AND DEGMALS THEREOF UNLESS Al =AREA LIGHT NOTED-0TMERiMSE.
TB =TELEPHONE BOX
RCP =REINFORCED CONCRETE PIPE ACREAGE DATA SOURCE OF 7111.E CB =CATCH BASIN W' Ii Town of Kinston Lenlor Co. NC
pl =DROP INLET 5.42 AC. APPROX. DB 197 PG 25 . I I DRAwHC nnE
MH =MANHOLE BY COORDINATE METHOD . CO =CLEAN OUT EXCL. R\W ''`~-a, -15" RCP _ 'PP 0 t ~ ~ i
WF WIRE FENCE , ~ IWt /
CL~' = CHAiN LINK FENCE LINE DIRECTION DISTANCE V{.7~
WV =WATER VALVE Lt N 0727 39 E 23.45 PIV =POST MDICATOR VALVE 9 a2 C8 H000 - 44.45'
FH =FIRE HYDRANT ~ N I~ S 15 INV. ¦ 38.51'
WM = WA7FR METER ..,,,r. nnnnrerv ~ ~~.,r,. u~ o ~ - -
IS PARTIALLY LOCATED IN A SPECIAL FLOOD HAZARD NOTE 3o RCP
0 m NO POINT $f - ~+C.• 1nIJ rRITGfN i T I LVbr1ICU IN cvnw /l, v a PMVV T.C. - TERRA COTA AREA AS DETERMINED BY N.F.I.P. RATE MAPS DATED S INV. = 35.56 J PROJECT NO SCALE 1
TC - TOP OF CURB ELEVATION JUNE 15, 1982, COMMUNITY PANEL NO. 370145 0015 C. 1 NO STRUCTURES WERE LOCATED AND SHOWN - FINISH ) FE ELEVATION ON THIS SURVEY. LOCATION OF STRUCTURES TO BE JESSE W. PAGE, III ~ „ SOX 990210
EP - EDGE OF PAVEMENT ELEVATION and wife pp ~Vl DRAWN BY TUTE SHEET NO.
H.P. • HIGH POINT 30 0 is 30 so 120 PROVIDED BY THE OWNER. ---SS--- SANITARY SEWER 2) THIS SURVEY SUPERCEDES SURVEY DATED MARTHA G. PAGE KEB 8/04/99 3 OF 6 D8 883 PG 821 CHECKED BY
1994 BY THE EAST GROUP, P.A. -M- = SILT FENCE M8 21 PG 61
3) NO EASEMENT RECORDED ALONG SANITARY 'Q 1 inch = 30 ft SEWER CROSSING SAID PROPERTY. AP OVED BY C2
m'
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At¢
RAC X OAp NC GRID
a ' 83
~ MICHAEL ANO CYNTHIA MALLARD ~ ~ ~E, ` ' ' JAMES C. W'OMBLE i i ri= ~ r NAD
and w#e and WAYNE AND CAROLYN BALLARO DARLENE HUGGINS : A;, A, ~x ,R DB 948 PG 425 D8 886 PG 719 ~ . ~ . ~
NO TO '"aCALE MAE B. WOMBIE ~ " , ' EPK DB 578 PG 26 i ~ ~ N 0726 52 1: ~
k N 0748'57" E ~ EIP r•'~^ - - - - EI~ Yf
EiP 83.40' - 277.01'
~ ~ ~ ~ ao X-,. ~ M
~ / ~ ~ CP '.53 TC•7.22 ~ I
3 = - - TC=47.84 T~47. . r~ 47.50 ~ ~ GRADNiG MOTES:
w KINSTON GTY BOARD OF fDUCA110N u~i 'a~` ~ p N ~ DB 691 PG 610 1. All VEGETATION AND 1DP90II. SHALL. BE STRIPPED FROM FILL AREAS o PRIOR TO PUCING FILL ANY 4UES110NABLE OR lR4SUITABIE SOIL
n ~ ~SMOP:-i 2A6 ~ N ~ DB 578 PG 26 M ~ , / ,F. o N ~ FUTURE (ON ~ F . ~ CONDITIONS SHALL EiE BROLN;HT TO 1HE ATTENTKIN OF 1HE ENOwEER.
ro ~ ° 00 SF' w TEMPORARY NLEr PROTECTION ,l 2 AF1ER SiRIPPwG TDPSaL AND PRIOR m PIAgNG rr as REOOINIEIJDED
. z ~ ~ ~ g - - TRASH m , : 200.00' EM . 2.5' G TYP. iHAT ALL BUILDNG, PARKwG AND DPoVETNAY AREAS BE ROLLED IW1H A . ~ ( ) VMItATORI' ROLLER TO CON9DUDATE LDOSE SOILS w THE UPPEli Sl18GRACE
SHOP: 1200 SF N ~ ~ 148.36 N 07'27'39" E r ` IP COMPACTION ZEST RESULTS OF AT tf.AST 95 PERC04T OF THE STAtO)ARD
i~ w CLF ~ " - ; x RAAP~47.50 60' EPK N 07 27 39 E EI Pp PROCTOR MA%NKN4 ORY DENSITY WN1 DE i~OUptED PRIOR TO ENGwEER'S GW TC=46.63 APPROVAL FT)R FNl PIACEMEi~ifi.
x (CONTROL r EP=47.34 • ` TP=46.96 g, X47• PP 3 All FILL SHALL BE COMPACTED lO AT LEAST 95~ OF THE STANDARD 9s ~ TcR4s.44 t
CORNER) _ ~ E x x eAwP-~.ae PROCTOR MAIpITIJLI DRY DENSITY (AS1M D698). PROP, of
PP ~ , PP TC=47.09 TOP=45.74 ~ 4. gtADN1G CONTRACTOR SHALL SEED AND MIN.CH ALL DISTURBED AREAS wY.=x1.91 1Tt46,80 ~ W ACCORDANCE MI1H Ti4r SPECIFTCATONS IMTHw 30 GAYS COMPLETION
W Fp.43.'>5 OF CRADwC WORK. UPOM C01~11pT OF 1HE PROJECT, 1HE GEI~RAL
RETAINING WALL CONTRACTOR ~IAII wSTAII PERMANENT SEEDwG AS WTUNED w 1HE TC=41.16 TC=41.1~3 TC=46.4I SPECtE1CAli0iIS. ALL DRAY4Al;E PIPES SHALL BE CIEANFD BY THE GEN-
-46.60 ETtAL CONTRACTOR lO REMOVE ANY SEDNIElitS 1HA1 HAVE ACCUMUUIED. 4650
~ % ~ x RNP.47,'~D ' ~vc~'' ` ~ ~ , ' r' ~0 LF OF 12 s C$ HOOD =46.34' S. PAVEMENT DESIGN w PARidNC TAT SNAIL ~ B" AGGREGATE BASE COURSE { ~ 0.4X ~ ~ 15" IN MTH h2~BtiliMw0U5 CONCRETE 11EARIi6 SURFAfE. PAVEMENT ~ S V. 41.69
. . 2 ~ DESK;H FOR 1HE BUILDING SITE SHALL 8E 4000 P51 CON04ElE PER
3 , TQ°'~~ OETAI 3 ON SIEET C5. _ PROP. DI t TC~~16.34
1' TOP=45.14 i x INV.=43.74 ~ ~ 8. At1 PUN1wG AREAS SHALL. BE BACKEilJ.ED WI1H TOP501L AID RAND
47.50 =43. _ _ _ ~ fT iP=48.'g0 ~"'~.t1' ~ t,~ . , , DI TO 45.69 DOWN REMOVING All CLADS AND ROOTS, AND LEFT READY FOR SEEDING
i ~ r EP=47.34 N1i' ~ a40, - , s 46.18 46.07 N 15 NV. = 41.61 AND PLAN111G. _ _ , i E 15" NV. - 41.61'
i I
55 lF OF 12' ~ 00. i TC=45.
SITE BENCHNARN p i ~ ~ MW V BOLT OVER LARGEST N I ~ , TG=46A R~ I
FLANGE ON flRE HtORANT t0 ~ , p.EV ~ 77.02 N ~ ~ '`T(if46.23 ;46.23 T~4B:00
N i ~ A}~ ~ ~ + ~ w TD"u,,tp ' TG 46.25 .
~ ~ ~ ~ ~~r ~ O iC,~l'4.12 iC¦41.63 X 0 ~f6 FLU I~ I = ~ 31 TOP 44.85 y~, (TtiP.) i E 15 INV. = 41.05'
PP W PROP. Ce f 37,085 S $ roPa4~Do , rY 15" INV. = 49,09'
TTfrMMPORARY x INV,~41.00. ~ F.F. ELEV.=47.50
Q a_, GONSTRUC110N C5 N . r. `ENTRANCE s . x TC=46. 46.44 I
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3 • TC~4. ~ • O 4.~ N ~ O
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A ~ C5 K I
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OAt,1 TC=46 I , TC=45.40 O o C¦4150 ~ SHO 2 400 5F , TC><46.73 ~ ~ ~ ~~Dt TOP = 44.29'
! ~ r . ~ EP:47.34 E 15" INV. =40.42' 18" RCP W 18" INV. =40.66' w
S I V.=40.68 0 ~ , u~t ~ ~ 0 ~ ~'IC=46.16 =46.50' TGe46.12 ~ ~
0 ~ I I ~ ~j ~ 47 , ~ 80' 7. TC=47.38 , NPK ~ , , . \ h' N TC=46.14 ~
I MH 44.50 TC=47. d6 TC94~i.95 ~ PROP. DI N \ TC=45.~ TOP=44.8D ~ ~
o 47.20 EP-46. 4 at , r \ ~ ~ - 1. INY.~3.23 r7 y ~ Dt TOP = 44.21
a` i4 ~ - N II ~ =45.74 It~45.98 i ' E i8 INV. I = 40.20
j ' C=45. VL V`8" 1NV. = 40,05' TC=45.
?9• ~ FINISH ELEVATION TG=45.90 TG=45.92 p . TC=45. TC=45.
3 t ~ ; ' - ?3• ADJUST MH t0 : ' ? ~ NlSH ELEVATION - TC=45.70 _ t
; TG¦45. ~ \ /~l~
~ tl 26.11 28 \ + 6~2`g" =45.76 ~ ! ~p ® 106/ DENR COMMENTS KB
n 2:5 C&G TYP. ~ . ~ _ - . ~ _ 2'07" W 26. 21 ~ ) Z 41 I - Ol 6.96. ` ~ 6, "5S-•"-- _ TCr/5 ~ ' / 06' ~ SS 45.50 ~ / ~ 2~p , - _ _ T.G. ' / ~
? AL , ~gO. ~ _ C 1 S „ AT~ SS ~ 13c ~ ~ i J24 f t~ViSEO BUQOwG PLAN KB G W,. A~ TC=45.82 - ~j »
~ ~ _ 9 q EDWARD AND PEARL DELVER ~ g8.7 1 Cq , ~ 12 T:c. 9 18" RCP
N.C.G:S.M. and THOMAS AND MARIE HORTON .tie ' ~ N Q~ ~ '~'1 4 ADD T FETJCE KB ~ 0/1 sa. .B , TG=45. , 1
M "HOOD 1967" DB 346 PG 265 _ - E w N = 5548$1.2617 FL •111', , qN TC= .35 Cy ~ REv.
E = 2420691.6883 fT. 5 . ~ ~ 38 , n .90'W----,..~--~-38.55 ~ ~ DATE RENSKINS @Y ~ CB HOOD = 45.03'
s _ . a in SE 24" INV: ffi 39.41'
~ t4"35.'4)" W 01'17"02,. W° ~ 3 S M C. SW 18" INV, = 39.93' TC=45.00 ° GW ~ NW 24" INV. = 39.53'
i I ~ LEGEND W l 0 ~ ~ , • , ~
a = EIP EXISTING IRON PIPE Z I I S \ n N . s x~, -ROCK 45.1 TC=45. ~
N EPK = EXISTING. PK NAIL I F- s CK ~ D D D ~ S' ~ 24" RCP
EIS -EXISTING IRON STAKE EARL E. MOORE, Jr. I = ~ ERRS =EXISTING RAILROAD SPIKE EVELYN GARDNER e( A
~ and wife OB 788 PG 726 ~ ~ ECM EXISTING CONCRETE MONUMENT TINA M00~ (Y. i S ~ ° 4 43.09 r
N.C.G.S.i~i. NIP =NEW IRON PIPE ~ OB 919 PG 918 ~ S~ C5 ~ FYLON SIGN ¦En ineerin •Architeeture¦Surve ¦Technoto
"ATLANT1C 1967" NPK =NEW PK NAIL ~ U Z ( ~ N = 554565.9605 FT. R/W =RIGHT OF WAY W I m y8• ~ ~ DI 1'OP = '4.08' 9 9 1/~'??9 9J `(FOOD LION).. e~ r355, 324 s. Eram s~:, a~n~e, ~ zT~ 252-TSe-aT,s, 2s1-e3o-~ss+ (Eal~ 0' ~ 24" INY. =39.08' " Boe 925, 100 N. Queen St. Kinetoq iIC 28501 252-523-U832, 251-523-J023 (Fm)
E = 2422364.6377 FT. CL =CENTERLINE ~ 44 t ~ NW 24 INV, _ 39.35' PROJECT T11LE
-E- = OVERHEAD ELECTRICAL Q. E&T =OVERHEAD ELECTRIC & TELEPHONE NOTE S~ _ - TC*44.63
-T- =OVERHEAD TELEPHONE COMBINED SCALE fACTOR = 0.9998699 ( ELY J. PERR' Y . P RRY s~. EL J E
GW =GUY WIRE ~ DB 909 PG 3r ALL DISTANCES ARE HORIZONiAI ~ ~ MB 21 PG 6 PP =POWER POLE GROUND MEASUREMENTS IN FEET DB 909 PG 388. ~ I
EM =ELECTRICAL METER
ET =ELECTRICAL TRANSFORMER AND DECIMALS THEREOF UNLESS . r-~ p ,44.54 I fib:-, ,4
AL =AREA LIGHT NOTED OTHERIMSE. - - TB -TELEPHONE BOX ,4 \
RCP z REINFORCED CONCRETE PIPE A REAGE ATA URC OF TIT ~s3 ~ ~ ~ i N . , . i! Town of Kinston Len or Co , C _
CB =CATCH BASIN C D SO E LE DI _ DROP INLET 5.42 AC. APPROX. DB 197 PG 25 ' ,.,5 : 1( DRANlNG nn~
MH * MANHOLE BY COORDINATE METHOD 36• a PP -15" RCP
CO =CLEAN OUT EXCL. R\W
WF =WIRE FENCE , CLF =CHAIN IiNK FENCE IN IR TIN I TA ~ `~.w t,!
WV =WATER VALVE ~ L E DEC 0 0 S NCE Li N 072739 E 23.45' / - 9
P!V =POST INDICATOR VALVE fH =FIRE HYDRANT ' s CB HOOD =44.45'
' WM = WATER METER N THI PR TY I A' A r ~ ;`~i - ` 5 15 INV. - 38.51
o = NO POINT SET OTE S OPER IS LOCATED N tONE5 , B do C ND LC. =TERRA COTA IS PARTIALLY LOCATED IN A SPECIAL FLOOD HAZARD NOTES ' 30" RCP < INV. = 35.56' PRO.,ECT rio. scALe
TC =TOP OF CURB ELEVATION AREA AS DETERMINED BY N.F.t.P. RATE MAPS DATED ,T ,,,r„_T„„ JUNE 15, 1982, COMMUNITY PANEL N0. 370145 0015 C. 1) NO STRUCTURES WERE LOCATED AND SHOWN . i l 990210 , - ..'~.1,° t 30
rnrr w n.nr w
rt = rinrz)ri utVAlfVN ON THIS SURVEY. LOCATION OF STRUCTURES TO BE and wife pp C(it DRAWN BY DATE SHEET NO.
EP = EDGE OF PAVEMENT ELEVATION PROVIDED BY THE OWNER. KP, = HIGH POINT 30 0 15 w 60 120 MARTHA G. PAGE r KEB 8/04/99 3 OF 6
---SS_.._ = SANITARY SEWER 2) THIS SURVEY SUPERCEDES SURVEY DATED 1994 BY THE EAST GROUP, P.A. DB 883 PG 821 CHECKED BY
---N----- = SILT FENCE 3) NO EASEMENT RECORDED ALONG SANITARY M8 21 PG 61
1 each 30 tE SEWER CROSSING SAID PROPERTY. t AavaoVEa BY C2
TM DRAMM A
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~ MICHAEL AND CYNTHIA MALLARD ~ Nan
JAMES C WOMBLE ~ d WAYNE"AND CAROLYN BALLARD ~ DARLENE HUGGINS on
and wife DB 948 PG 425 DB 886 PG 719 I I ~ 1 MAE 8. WOMBLE N 0726 5 E
NO TO SCALE DB 578 PG 26 ~ ' t ~ - r
EPK ~ „ _ ' ` EI~ ' N 0T48'S7 ~ ELF _ ~
- EIP 83.40' 777 Ot a
~ YI ~P ~ ~
~ = TCy47.53 ~ ~ TC 47.84 TC= 7.22 DES ~3 N ! ALL 'KELfTA!!01 AID Tt)PSf,M. SW4i1. 8E STRIPPER FROM F81 AREAS
~ 3 _ 47.50 ° ~ UB 691 PG 610 lNOR T4 PLACt~ fLL MIY gUESTiONAEME OR UNSII1TABlE SOY. a;. o P~ I GONDiTK~6 SHALL 8E gROIJpH1 tT) 1HE AITENTKIN OF i?# ENGINEER.
c. ~ o w KINSTON CITY BOARD OF EDUC rn 1EMPORARY INLET PROTECTION G 2. AFiFR S'AIrPPl4C TOPSOt A1Q PRK>R 10 PLAGNG FiLL, IT IS RECOiN1Et8)ED
D8 578 PG 26 Mai - 1 N . FllTURE E 0 .i ~ ~4T''~ ~a>' THIQ All BuDING PARKI4G AND DAIYEMAt! AREAS BE RO1.tfD iM1H A
0 0"0 ° ,DOSE/ f ~ ~ m 200.0' EM ' ' 2.5' G (TYP.) v~tA1pRY R0ltf1! TO COMSOtCIAiE L006E SOILS IN THE UPPER S1A9GRADE. _ is +JF AT (EAST PERCENt OF THE STANDARo T dip OOMPACTtON 7ESr i~lt PR10R TO ENpNEER's
z g TRAsI, .7 o r N U _ 39 E PROCTOR MA1MJ11 DRr DE)lS4TY MN.I.6E RE~7UBiED Y - APPA4'YAI. F0A FI,L PtACJ~ENT.
SHOP: 1200 SF 148.36' ~ GW p~; I TC•48.83 8E OOMPACTED t0 AT LEART 95% OF 1NE S1At~ARD - ~ 1 Nl. FL. 9YILJ. AS1M D848
ut ~ tc p1~NP=41.so 60' z N 07'T39" E 47,E EP=47.34 Tf =46.96 TC=47.08 ~ TC-48.44 PIgC1t7RR t1AfIMJIi DRY 8E1~t11f ( 96
EPK n ~ 115'-O' PROP. DI 4. GRNi1fG t~t41RACT0R SHAit SfID AND MULCH ALL DISTUR~D AREAS , _ - TOP=46.57 w A(~KIANCE tM'M TkiE SPEC7FiCATONS IMTHW 30 DA15 COMPLETION
(CONTROL ~ ~ ~ ~ RA?w•+aso - CORNER _ ~ , ~ . ' , TC~47.09 OPENING=45. TC=46.80 ~ OF CRAOIiO NgRK. UPON COIPLEI?01~1 OF THE PROECT, THE GENERAL INV.=41.91 511AU 1lSTAt1. PERMANENT SEEDArG AS OUTt1NfD W 1HE
~ - ~ x x rwp-4e.ao ~P P EP•43.2T ~ SPECFICATIplS. Ail tJR1YIlA~ PIPES SHALL BE CSEANFD 8Y T}iE GEN-
PP p r srrtr I - _ TC¦46.50 ERAL CGNiRACTtXt TO REJ~~E ANY SEl)BiE]~IiS THAt HAVE ACCl~IUUTED,
W Ew4a.is RETAINING o 1`C=48.50 ~ 46 C 46.60 a 12 . CB HOOD 46.34' S. PAVOENt 0EJQ4 ti PARK#YC LOT SHALL BE e' At~REC+ITE BASE COURSE. 50 L Of
WALL 1~ ~ 15" INU. m 41.69' MIRI ~ P'2 BITUINNUl15 ~ ~ PAVEMENT RCP 0,4x O~p4 ~ R~ BtNItMNG SIIE SHALL BE 4000 P91 CONCRETE PER
~ EP=4117 RAYP=47A0 1'C=48.30 ~ ` OETAL 3 ON SNEf T a. - PROP. DI • TC~48.34
~ . . ' , k ~ t TOP=46.07 , IMTH TOPSOIL AND RAKED
I OPENINC~45.24 C~ ~ = A ALL PLANTMiG AREAS SHAH. ~ BACKFBIED Y FOR SEEDING TC9a6.17° INV,~41.71 0~ R; p DI T 45.69 I~wN, REi~ova+G Au coos Aid ROOTS, ANO tEfT READ x ~ 0 ~ ` ` N 15" INV. = 41.61' AND PLANTING.
PROP, DI nA - r... r 47.50 TOP=43.33 ~ . r) ii. 8dr1i.10 TP=46.50 TG46.18 TC~46.01 y E 15" NV. 41.61' 4
ENING=42.50 - g
I 40.28 a.. III ~ _ ~ EP=47.34 _ 30'-0` I ~
is . ~ EP= 7 x FE=4541 TC=45.94 ~ TC=46.02 ~ ~ ° _
~ 55 LF OF 12 RCP 0 0.4x ~ MW ,
TC~H.2 SIiE BENCHMARK O TC'~4 - LION . T =46.00 k I 4
~BDIT OVER LARGEST ~ TitytNSFpgflER v; ifr44,46 PAD v FLANGE ON FIRE HYDRANT T X46.25 I C. - FLUM I ~ pl TOP = 44.85'
F1EV . 77.01 ra 9p ' h x (TVP.) E 15" INV. = 41.05' ~I
w 44.t1 ~ FE.4St ~ W 15" INV. = 41.09'
I 37,800 SF PP 0 .
i P=43.33 n Y a LNG=42. ~,F. E~~.=47.50 1 P AR ~ ~ ~ r TEM UR 1 ~ ~ INV.=40,50 TC=46. C=46.44 x 4. I I
~ C~tstRUCTiON C5 '
F- i ENTRANCE .50 EP=41.34 w3Y ~ ~ rpm W Y
w~v I ~ c' ~ ~ ~ U z ~ I r Z Q
~ w Q ~ ~ EP=44.J1 44,16 =,s o0 I- p ,n ~ p z ~ m ~ o I W Q m
F- ~ ~ h ~ ~ I U3 a ' Q~ mIO
= O Tfr44.00 N Q t ~ C7 E- Z ~ a44.r _ a _ _ ~ F- . _ Z tl O
r' - I ; ~ ; - ~ ~ ~ Tf!t4j 95 T
- - w: i ~ 2. f~Of~Q
~ ~ y a Q' t C=44.st TC=44.86 ~ N ' ` T"~ r:_ r I6 ~ ~ ~ • ? , f~ C=43.50 , , TC 44.15 ~ ~ =46.29 TC-46.29 _ PROP. 01 TC I tp ~ C3 TOP=46.2L _
, i CHECK k5 ~ OPENING=45.38, - ~ ~
~ a o t~,~ M T 42. DAM 41' 8" ~ INV.=40.59 ~ ~ ~ ~
v ~ TC= .95 FE=45.65 u~i TC 48.90
3 0 a x o IA m C=45.Os FE=46.40 N TC j =46.88 TC=46.88 2.5' C&G (TYP.) TC f
~ 4 ~ ` TC=46. a . bf-TOP = 44.29'
~ FES TC=4 ~E 15" INV. 6 40.42' w TC=
INV.=39.64 ~ - ~ TC=45.40 ~ , - TG 4,.50 _ _ TC=46.7J 18" RCp W 18" INV. = 40.66' _
I ~~E ~ ~ 47.56 R ~ Q E~'=47.34 , N TC=46.12 M
~ Ft1`fltRE 60' MH XPANSION 0 SF o - - ~ h ~ N i PROP, D ~
(j II \ ~ ~ SHOP: 12 0 ~ 1000 ,SF ~ ~ r„_ TC= 47.38 h ~ G45.yd TOPa45.63 ~i~' N a OPENING=44.80 DI TpP = 44,21
NPK ~ ~ V.. ~ 1C=44.50 L _ ~ =47.34 '~--p~- INV.=40.13 ( ` ',E 1$" INV,I= 40.20'
~ _ _ _ EP 46.84 iF 1 " C= W. Y8" INV. 40.05' ~ TC=45.98 ; ~ R ~ ~ F..
C' TC=47.00 m ; .I ~ ~ _ 1r TCg45.74 ~ T~ CP 0 O TC 45. ,~ti
. _ _ ~ 4X TC=45.5 c~ TC-45,90 TG=4590 0' TC~45. ~ 0 ~G
- "'J 'CG ~ ~ ~ AOdUS1 MH TO s s - -ss~-- ; r,,, FINISH ELEVATION 30 tie. I I
- - ~ I IOi TO ' ~ ~ +4 S s~ NI$N ElE1M#(N ]Q TC- ~..1.:...c' T't 4~''` TG45.53 ~r'~-r- ~ ~ 045.76 ~ ~ , Q
6 28" w~.
- _ - - -S., ~ - ~ - TC~45.82 ATM ~ ~ l2" T,C.
~.5 C&G TYP.' A - 42 - ~
Cq z . ~ < . 40 F „P, - ~ ~ - 39 1~~', Sy C 18" RCP--~"""~~ 14 ADD SILT FENCE q ~s, L~ o/ I A ,
. EDWARD AND PEARL OIIVER ~ _ ~ ~5 F Tc~aS.ao = f/ H 'fGi45.84 TC X5.96 ~~ee d TC= .35 R v. r
} ; N,C,C.S.M. and THOMAS AND MARIE NORTON ~ '1/y E GATE REViS10N5 6 ~ ~ ~ No. ti ,
• "HOOD 1967" DB 346 PG 265 0 15,i r7 F ~ I J / D = 45.03 ~ ~ ~ CB H00 ~ ~ SE 24 INV. 39.41'
ro N = 554881, 261 T. i . - E = 2420691.6883 Fi ~ ~ = _ ~ " C, ° Sw 18" 1NV. = 39.93'
. j` ~ , ,ti i 'Q ~ ~W NW 24" iNV. 39.53' ~ ~ TC=45.00 ~
I
wIw 3 LEGEND ~ ~ O ~ =45.12 T 43.25 s ROCK TC C~
2 ~ ECK ~ J 24" RCP S• DA ~ _
~ EIP =EXISTING IRON PIPE f" 1n EPK =EXISTING PK NAIL ~ ~ _ _
;v EIS =EXISTING IRON STAKE E?~pl E. MOORE, Jr. EVELYN GARONER Q O 4 ~ ON SIGN ¦Engineering¦Architecture¦Surueying¦Technalagy ~ YL o
°i - RAI ROAD SPIKE and wife ~ ~ r~ ERRS -EXISTING L ~ OB 788 PG 726 Q.' = EXISTING CONCRETE MONUMENT TINA MOORf n= z ECM - P ~ s t~8 919 PG 918 ~ U r' Qp L~ON DP TOP ~ 4.08' goe 7305, 324 S. Ewne 5L, Grime, NC 27834 252758-3816, 252-830-3951 (Pox) FO }
NC.G.S.f+l. NIP -NEW IRON PIE Z ~ J 24" INV.I = 39.08' Bo» 429, 100 N, 9uea+ 4L. Knetan, NC 2850f 252-523-d8J2, 252-523-Y123 (Fay) NW 24" IN'I. = 39.35 1M aRC,JECr nnE
"ATLANTIC 1967 NPK =NEW PK NAIL ~ m TC~44,83
R =RIGHT OF WAY N = 554565.9605 FT. /W ~ E - 242?364.6377 FT. ~ _ CENTERLINE a, s~ 6,,
`-E- =OVERHEAD ELECTRICAL NOTE : ELY J. PEF ELY J. PERRY S~
- E&T - =OVERHEAD ELECTRIC ~ TELEPHONE COMBINED SCALE FACTOR = 0.9998699 ( p DB 909 PG ---T-~-- = OVERHEAD TELEPHONE IA M8 21 PG DB 909 PG 388 P 61 !k M8 21 G , ,
GW =GUY WIRE ALL DIS"ANCES ARE HORIZONTAL ~ - "h, ~ ~'C-44.5 I
PP =POWER POLE GROUND '~.1EASUREMENTS IN FEET / ~ , ~ 5 -
EM =ELECTRICAL METER AND DEG~.IALS THEREOF UNLESS ET =ELECTRICAL 1RANSFORA4ER NOTED OrNERWISE. / ~~~q, • .4 ~ f Kinston Lenior Co. NC ~ ~ Town o
AL =AREA LIGHT ~ - N DRAMANG TITLE
TB =TELEPHONE BOX RCP =REINFORCED CONCRETE PIPE ACi2t,4GE DATA SOURCE OF TITLE - ` p -i---15" RCP
CB =CATCH BASIN ~ DB 197 PG 25 P ~ ~
DI =DROP INLET 5.42 AC. APPROX. BY' COORDINATE METHOD MH =MANHOLE ' ~,~ti, 't
r~ EXCL. R\W CO =CLEAN OUT ~ a~
WF =WIRE FENCE - - -
CLF =CHAIN LINK FENCE UNE aRECTION DISTANCE _ WV =WATER VALVE l1 N 0727 39' E 23.45' ~ i S 15' INV. - 38.51'
PIU =POST INDICATOR VALVE ,zx. 30" RCP
FH = 1''~E HYDRANT WM =WATER METER NOTE: THtS PROPERTY IS LOCATED IN ZONES A, B & C AND PROJECT NO SCALE INV. m 35.56 ~ 9~02)Q 1"=30,
D a NO POINT SET IS PARTIALLY LOCATED IN A SPECIAL FLOOD HAZARD NOTES g0 a SrIEEt No.
t r _ TCRRd MTe AREA AS DETERMINED BY N.F.LP. RATE MAPS DATED ,,,.,,,,,,,,,~,.c uiroc i n~eTen eun cuntARd JESSE W. PAGE, III j X ~J~ oR~wrd Br D _ _
TC - TOP OF CURB ELEVATION JUNE 15, 1982, COMMUNITY PANEL NO. 370145 0015 C. t) NU , KUw,lunr-.D +rGnc and wife T ° 1 `Y~Rl KES 8/04/99 3 OF 6
ON THIS SURVEY. LOCATION OF STRUCTURES TO BE FE = FINISH ELEVATION wiry ~ MARTHA G. PAGE
EP EDGE OF PAVEMENT ELEVATION PROVIDED BY THE OWNER. ~o DS 883 PG 821 CHECKED BY M821PG61
h.P = HIGH POINT }o o ,o x 60 2) THIS SURVEY SUPERCEDES SURVEY DATED - -SS--- = SANITARY SEWER - 1994 BY THE EAST GROUP, P.A. AMROSED BY C2 -6- vw P90)
3) NO EASEMENT RECORDED ALONG SANITARY - - SILT FENCE
1 inch 30 it. SEWER CROSSING SAID PROPERTY. =
1H ATM! M OR SALE Di ORANNO T vWTTN CON a 1NE EAST P.A. 15 SiRIG Y .A. 1 noN, AotsmA A*NG r. THE pRO"n OF TVq AP'.
a r..
r. t n ...tkv . Nd mom.77JIV N K'- saw,-
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m a
AlANT1C AVE
AIANnC & NC RAILROAD NC GRID
NAD 83
JAMES C. WOMBLE MICHAEL AND CYNTHIA MALLARD
AP and wife and WAYNE AND CAROLYN BALLARD DARLENE HUGGINS NITY M VICI
MAE B. WOMBLE DB 948 PG 425 DB 886 PG 719 NO TO SCALE EPK DB 578 PG 26 ~ N 0726'52" E e:''
~ ,n p,. EIP , s~" ~~~'1~Y ,n
EI P
~ ~ X EIP ` _ - WF 277.01' DEMOLITION NOTES:
°a HEDGEROW ~ _ a:', GEROW ~ CP
r ~ o w = 1 CONTRACTOR SHALL REMOVE METER BOX &
w KINSTON CITY BOARD OF EDUCATION ~ ~ ` ~ ~ _ v ~ ~ ti; 0 rn D 691 PG 610 MH TOP 46.2 I w ~ E B INV. = 42.03 SERVICE LINE BACK TO WATER MA N
~k OB 578 PG 26 ~ ~ / 1!~ODS TO BE CLEARED U~" PP w e" INV. = 42.05' PLUG WATER SERVICE Q CORPORATION STOP.
~ / TO PROPERTY UNE j O N t() co WM ro / , 2 BACKFILL ALL REMOVED UTILITY TRENCHES
r ~ hi . n EM G;'' r%~ ~-~`'''f z;; 'k r WITH SELECT FILL COMPACTED TO
~ ,ti~% REMOVE WATER MET~~i WOODS N TE 1 b"I ~ ~ (SEE 0 ) 148.36' n ,i { 95~ STANDARD PROCTOR.
WM F, CLF % ~1 c, - - - PP
EPK EIP N 072739" E ~ a- Gem n. ClF GW t I REMOVE WATER METER PP ~ (sEE N TE 1) 3 G.C. SHALL PROVIDE TREE PROTECTION
(CONTROL L1 ~ EIP r w CORNER) I ~ ~o,.- o~ ONTROL ~ _ - E o REMOVE ELECTRICAI UNE II it FOR ALL TREES LO AT N R ARO ND ~ ~ M C ED 10 U
I EXISTING CONCRETE PAD a CORNER? ~ ~ ~ ; M EMOVE s5' of cuR6 AREAS OF CONSTRUCTION, ~ftEMOVE ELECTRICAL ME =s,
PP ~ + (TO_B~REMOVES-BY- REMOVE 18 OF CURB - ~ GW ! ~ 2.5' CBcG TYP.
3 ( ) 4 G.C. IS RESPONSIBLE FOR CLEAN OUT REMOVE CHNN LINK FENCE DI TOP = 45.69' I
E>OSTING CONCRETE PAD - ' ,...____„~.,....v_._..... (TO BE REMOVED BY OWNER) ~ RELOCATE MONITORIN(;i~ WELL 15".INV. = 41,x1' I OF EXISTING STORM DRAINAGE ` EXISiIN~G`
( I BY OWNER ; ' ,r<~~ ~ '"°F, 15" INV, = 41,x' ~ CB Hoop = 46.34' LOCATED WITHIN THE CONSTRUCTION BU?LDING
~ ~ PP " 1°'~ tr ^ r ` ' a. r TO BE REMOVED (C~IUERT TO JB~~' S 15" INV. = 41.69' LIMITS, a-
C~ 1 ~ ~ t+ r. ~ r BY OWNER .V y' I , >N n ~ 1 ..SHALL COOK ATI ~ ~u~ 5 G C DINATE THE RELOC ON OF
~ - . r ~ MW , ~M - - ° ~ ~ } EXISTING POWER POLE WITH THE CITY OF
~ _ ; Al ~ _ ~ <.<. t . VE EST PP do EM ~ U ~ ~ X31 KINSTON ELECTRICAL DEPARTMENT.
~ - ~ 1 ~ I > _ . • ,
EM SJE CURB ~ ~s _ ~ s ~ _ a.; y~.• , ~ 6 G.C. SHALL VERIFY THE LOCATION OF ALL i ~
~ ~ ~ ~ ~ ~ ~ 4~DS TO BE CLEARED OF 0 LEAKED UP TO ~ I EXISTING UTILITIES, STORM DRAINAGE, ETC. BE C \ ~ 3
~ ~ ~ MW 10' FROM CATFlSH BRANCH o ~ CATFlSH BRANCH ~ _ PRIOR TO CONSTRUCTION. J ;y. ~ ° 'I
EMO '~~REA UGHr SITE BENCHMARK ~ ~ Y °J a BOLT OVER LARGEST N I i'~ < ? 4~ p,. % ~ I rH, 7 THE REMOVAL OF UTILITIES STORM DRAINAGE
FLANGE ON FIRE HYDRANT N h~ ~ f•~ r.- a i I ~ , R I ~~"°~~a~, ~ _ A ; 3 ELECT IC L NES, ETC. SHALL BE COORDINATED
ELEV = 77.02' ~ ~ - ii ~ + > ~ l ,~.Is .1 ~ ~ r ~ I I TOP = 44.85' H .WIT N N r~''~~ BY T E G,C H THE CITY OF KI STO .
MW`.~ ~ ~ I PP ~ + ~ I 15" INV. = 41.05' ~ I 15"INV.=41.09'
F ~ REMQ!~`~ 75' OF CURB ~r ' A.. ~U, r-- (CONVERT T JB) ,,u 13 8 BUILDING LOCATIONS PROVIDED BY THE
h, ~ ~r - c- REMOVE TELEPHONE SINE- E j I ~ ~ OWNER,
r w 3 E>asnH~~ PAD ~ ~ ~ 3 1 ~ `r ~ - ' r.~~ ~ EMOVE C RB WOODS REM4V~ ELECTRICAL LINE I
W I U F (TO OVED BY OWNER) , I F M WOODS TO BE.CLEAR S ~ REMOVE WATER METER
Q ~ - - - o ' a~ ; r I I Rey , to ~ m ~ ~ .c;,.. REMOVF~'POWER POLE -Fl~ (SEE NOTE 1)
~ ~ ~ ~"q0 2• i ~ - F- r7
o ~ ~ z ~ ~ tic r , _ - _ ~ ~ r \
t'- _ ~ ~ f ovE PowER PoL~ o t~ ~ ~ ~ 4 1'`~ I r o Q
Y :2; NNE ~ Z U ' t:"-` ~ T . TE~.EPHONE UNE ~ ~ U 3 m REMOVE ~ a, - EMOVE AREA UGtYI' ~ 1 f 1 MI Q J I O
IUQ 1~'O ~ / N ~ \ OVE AREA T``~.....w.,..,-~'' (n m ( PP SID + " ~ , r>' 't EXIST{NG PP Q ~ 1~ t-
m ~ f , a Q MW ,3 c,~ . ~ . r / ,~~svou I ~ Z I U
f ~ t N . 3~. a , ~ _ ~ d.1.BY ONNkRt FitMO ~ 1- ,a ( I Q~IQ
;,5 y>~ ab ~ by i 2• • V I r~~ D + f i...-,,.,. 49 a Q. \ A WV V V S t l r O O L + I~ k .~~0'I~Ri fn ,i N I c0 m ~ POLE
m k - i 4~ h sj ~ i p ~ ~ ~ . ~ ~a - Ohl + - 1 ~ a O ~
~ 1 A v arc r' i,,e.~• ~ EMOVE (~Ir01N LINIP~FENCE WOODS ' i ~ _ - I. r ° . ~ ` 3 co REMOVE
z. ELECTRICAL° METES EMOVE CURB / R~ tF, EXISTING ` _
t WOODS TO BE C1.EA[iE 5, 1, ~ ~ ~ % ' - I ~ v, Z BUILDING ~ ~ DI TOP - 44.29' w
, - / ,1 m ~ I 3E 15" INV. - 40.42' , ~ (TO OVER BY OYrrIER) `,S 2 '~18"°ROP ~ W 18" INV. = 40.66' ~ ~
MH ~ r~.. ~ ~ N ° (CONVERT TO JB) M1 N
I ~ a, ~ a a I ~ I ~ CONCRETES` - t0 ~ ~ ~ i p 4 ~ w~ N d a~ ' ~Lb I ~ ~ . , ~ ~ , PAVEMEIVr ~
~ ~ ~ , ~ NEON WOODS c ~NPK - - ~ , - _ - - + ~ r,. ~ ,(TO'BE REM©VED,~~~„ ; ' rn
~ - o EXI~TIN,G = - - , _ ~ d~ \ W0005` ~ I, ~ ~ , ~ ~ ~ a " ~ 1\ ,.f ~ <s' ~ ~Y QWNER) ~ EMO CURB
M MH TOP=41.43 ~ - _ - ~ ~ ~ ~ EXISTING N ~ ~ 'w ? / - ~ r rn N INV=30.32 ` ~ SS~(H TOP - 41.58 UNE ' - ~ _ REMOVE ONE D} TORO ~ .44.21 , i' i <r ~ , EXI TING 'sn ~;v i E 18" INV. ° - 40.20; 4 U , a ,
~ S INV =30.26 ~ \ a ~ ~,a'~ ~ N. IKV. - 30.89 SS H TOP 44.59 `w.w~;,~~ +I i 4 ~ ,W 18" INV. =40.05' 13 4 ( . ~ N 2" INV. 36.73 ;
W 15" INV=30.41 . , \ \ ate. , ` . _ ' ~ E INV 3111 2 , ~ ~ / r .A ~ J_--_ " NV. =30.94 SI ~ : (CONVERT Tf1,IB~~e J SE 4 INV, = 39.99 f, n~- .
. y ~ S 92 ~ ~ \ ? REMOVE`AREA UGHT h` S 2" INV. = 36.64' LEPHONE UNE ~ ,L°~"~ - ' "~REt~tlVE OVERHEAD T~ ; o ~ W INV. - 39.95
l--- ~---SS ,
- $ SS w ~ ~ + , ..J-~~ - 26.17 4 28" W ~ ~ 3~.,~. , 4 28" W ~ REMOVE OVERHEAD EIECTRICAI dt4 TELEPHONE LINE ~ ~ ~ c,Q
~ ~ 2.5 C&G TYP. . ; -_.___-...u_.._.~ <~y, S 00'32'07 ~26.96'~S , I ? ~ ~ ~ i ~ ~ ~ ~ ~ ` ° kl
2 r z ~ = _ _ q a.,..----.. { 1' 12 T.C.
,.w~ Cq w A3 ~ Fear ,k-~----.,.. 3 9 .A`~.~ ~ ~i~ I `'18 ~ RCR - _ ~S A~, REMOVE POWER POLE ~ Eft ~ " T MH TOP = 44.85'
I EDWARD AND PEARL OLIVER 156• ~s' ti and THOMAS AND MARIE NORTON E ` ~ C , el4 .8~, ly ~ ~ P r ' SE 24" INV. = 39.65'
N,C,G.S~M, ~ DB 346 PG 265 w__ f ° E HOOD 1967" ~ 6,01'59 qN a RELOCATE POWER POLE ~ _ Cy ~ = SEE NOTE 5) t . NW 24 INV. 39.67 REV.
N = 5548812617 FT. S 0 ~ ~ ~ REM1~1 V~VERHEAD ELECTRICAL UNE ~ ( n`-' ° . 3 N0. DATE REVISIONS BY s , , , a. ~A,A\~ a.:, ~'+t ~ . ~ WM:~ CB HOOD = 45,03'
~ E = 2420691.6883 FT, ~ 38.90' .55' n 35 Q ~ ~ ~ ~ ~ , ~ I SE 24" INV. - 39.41'
~ 4 35'47" W S 0117 02 ''S ~p~~~',,,, REMOVE y~fER ~ W 18" INV. = 39.93' A ' ~ ~ METER = GW. I S 6~, NW 24" INV. = 39.53'
I ~ W L~ ~,o,` REMOVE ELECTRICAL ME SEE NOTE t) 13 ~ ,4,, j
3 U ~ S~ e t ,ti,. ~ I
~ Z~ I EARL E. MOORE, Jr. ~ s \ E)aSTING ~ s v ~ ~ D D D S. ~ ~ BUILDING ~ . 24" RCP
N antl wife ~ _ n LEGEND TINA MOORE EVELYN GARDNER Q C9 (TO BE REMOVED ~~A EN 13
' T'~ti WNER ~ T ~ \ ~ BY 0 ) 1`0 BE Rp10VE~ s ~ ~ ~ ~ ( ,MOVE CURB
z EIP =EXISTING IRON PIPE DB 919 PG 918 DB 788 PG 726 ~ EPK =EXISTING PK NAIL Q U S ~ u i Bl~ OlMNEI~% ka a''" ¦Engtineerting¦Architecture¦Surveying¦Technodogy gyp, , , _ , DI TO 44.08
EIS =EXISTING IRON STAKE NOTE ~ Z J k ~\~`l ,a* ~ `t, ~ _ Boz 7305, 324 S. Ewns St., Greenn1le, NC 27&34 252-758-3746, 252-830-3954 (Foz) y,~ E 24 INV. - 39.08' ~a \ t~- v' ~ ~ 3 NW 2 "INV. = 39.35' Boz 929, 100 N. Queen St, Kinston, NC 28501 252-523-0832, 252-523-3023 (Foz)
ERRS =EXISTING RAILROAD SPIKE COMBINED SCALE FACTOR =0,9998699 t<1 [0 N.C.G.S.M. ECM =EXISTING CONCRETE MONUMENT J
"ATLANTIC 1967" - R T ~ NIP -NEW IRON PIPE ALL DISTANCES ARE HO IZDN AL a CON RT TO JB PROJECT TITLE Js 1 9" CURB I
N = 554565.9605 FT. NPK =NEW PK NAIL GROUND MEASUREMENTS IN FEET = 77 FT. ELY J. PER ELY J. PERRY \``ti0 a. , ' EMO CURB '`?S~ NO GUTTER ~k I
E 2422364:63 R/W =RIGHT OF WAY AND DECIMALS THEREOF UNLESS p - V ~ DB 909 PG CL -CENTERLINE NOTED OTHER ISE MB 21 PG DB 909 PG 388 S ~ ~ \,qi ~ (TYPIG~tL) 3 MB 21 PG 61 38, ti I ,
-E- =OVERHEAD ELECTRICAL S E ~ .I Aar` 03 ,
- E&T - =OVERHEAD ELECTRIC & TELEPHONE -T- =OVERHEAD TELEPHONE ACREAGE DATA SOURCE DF TITLE !y , " ~ ~
GW =GUY WIRE 5,42 AC. APPROX. DB 197 PG 25 ~ ~ 3 j ,,,W...5 ~ ~t,~,• . 4 ~ ~ „r,
PP =POWER POLE BY COORD[NATE METHOD EM =ELECTRICAL METER EXCL. R\W 9 `~a ~ t.~~-~..~ Clt of Kinston, Lenlor Co., NC ~e 23
ET =ELECTRICAL TRANSFORMER o~V ` DRAWING TITLE F
AL =AREA LIGHT LINE DIRECTION DISTANCE S3 . .~-""'~.~f..~ ~"APP 15" RCP ~
TB =TELEPHONE BOX L1 N 07'27 39" E 23.45' RCP =REINFORCED CONCRETE PIPE \ r t ,
CB =CATCH BASIN W ` vvi + \
DI =DROP INLET MH =MANHOLE NOTE: THIS PROPERTY IS LOCATED IN ZONES A, B & C AND ~
CO =CLEAN OUT IS PARTIALLY LOCATED IN A SPECIAL FLOOD HAZARD 9R? , ~ CB HOOD = 44.45'
WF =WIRE FENCE AREA AS DETERMINED BY N.F.LP. RATE MAPS DATED JUNE 15, 1982, COMMUNITY PANEL N0. 370145 0015 C. NOTES ~ I S15"INV.=38.51' I
CLF = CHAiN LINK FENCE WV =WATER VALVE 1) LOCATION OF STRUCTURES WERE PROVIDED BY 30" RCP INV. = 35.56' , PROJECT N0. Qa(1~1(1 SCALE
nl,l nrlnT I~In1A ATAI'l IIAI IT n:.:, I.-n
rIV = rU,)I fINUR M IUM VnwL 30 0 15 30 60 120 UVVNtN. -N ~l wlr_ I v 1.,_30
FH = FIRE HYDRANT 2) THIS SURVEY SUPERCEDES SURVEY DATED WM = WATER METER 1994 BY THE EAST GROUP, P.A. JESSE W. PAGE, III @G~ PP JUL DRAWN BY DATE SHEET N0.
0 = NO POINT SET 3) NO EASEMENT RECORDED ALONG SANITARY and wife eRT MARTHA G. PAGE KEB 8/04/99 1 OF 6 .a
T.C. = TERRA COTA 1 inch = 30 ft. SEWER CROSSING SAID PROPERTY. JB = JUNCTION BOX DB 883 PG 821 CHECKED BY
---SS--- = SANITARY SEWER M821PG61
APPROVED BY
THIS DRAWING THIS DRAWING IS THE PROPERTY OF THE EAST GROUP, P.A. ANY USE, REUSE, AEPRODUC71ON, DISPLAY OR SALE OF THS DRAWING iNTHOUT NPoTTEN CONSENT OF THE EAST GROUP, P.A. IS STRICTLY PROHIBITED. 0 COPYRIGHT, THE EAST GROUP. P.A. 1999

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w KEYNOTE /LEGEND
z m° = WASH1NGi0N Si
m a
AlAN1IC A~.
ALANIIC & NC RAQROgp NC GRID
A S C, W MB E i MICHAEL AND CYNTHIA MALLARD ~ J ME 0 L and WAYNE AND CAROLYN BALLARD DARLENE HUGGINS NAD 83
and wife DB 948 PG 425 DB 886 PG 719
NO TOSCALE MAE B. WOMBLE EPK DB 578 PG 26 I I N 70 '26'52" E
i ~ I EIP 164.46' BUILDING TlE ING TIE
N 0748'57" E
EIP 83.40' WF 277.01' `n o ro
CP
15 ~
II w KINSTON CITY BOARD OF EDUCATION ~ ~ o °rv° DB 691 PG 610
s ro SHOP: 1200 SF a M DB 578 PG 26 M ~ w oPP 01. o
o N ~ o FUTURE EXPANSION ~ w
~ ~ I 4,600 SF M - Z O m EM 200.00' 2.5' C~BcG (TYP,)
~ TRASH b 1200 SF N N 0T2T39" E T NIP III
~ 148.36' ~~;.;.x,.~ SHOP r,;, ' PP
EPK EIP N 072739" E EIP 60 GW R30.0' PP SITE ATA:
(CONTROL 1 175'-0" CORNER L I~ 30.00' 1-®-1
~ E 8 PP ; I WM DB 197, P 25
PP 3 n 14
O W z+' X ~e~ I . ~ LOT AREA = 5.42 ACRES
RETAINING DUPA~D ~ p 8 5.50' WALL a R4A' o R46, ' R4.0' o REQUIRED PARKING STALLS - 189
0 z ~ j ~ ~ (1 SPACE PER 200 S0. FT, OF FLOOR SPACE)
Y ° STANDARD PARKING STALLS - 188
s d - - ~ ACCESSIBLE PARKING STALLS ADA - 8 ( ) M R10.0'
~ -~~:;;,f~:~ ~ z AREA LIGHT (TYP.) LIGHT (TYP.) _
_ ~ SEE LIGHTING PLAN IGHTING PLAN TOTAL PARKING STALLS 196 ~ ~ n (PROVIDED ON SITE)
' 30'-O" 8'
TYP. ~ _ I
OH OH R9.5' ~ 20 30.00' 4 Q
SITE BENCHMARK p MW U ~
BOLT OVER LARGEST N f00D LION FLANGE ON FIRE HYDRANT N FASO SFORMER SITE PLAN NOTES;
ELEV = 77.07 N HC HC 20 R4A' R4.D' ~ 1. ALL PARKING LOT DRIVE DIMENSIONS ANGLES AND RADII ~ ~ /
R4.0' R4.0' ~ Q ARE TO BACK OF CURB WHERE APPLICABLE. U a
PP I 37,800 SF 8' 9' 9' o ~ 2. PARKING LOT SHALL BE STRIPED IN ACCORDANCE
TYp,) (TYP.) (TVP) M WITH THIS PLAN,
~ F.F. ELEV.=47.50 R4. ' 3. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS, STREET 0 19.00 27.00 19.00 18.50 MAINTENANCE DIVISION 48 HOURS PRIOR TO MAKING
~Q W ~ Y 65.00' 195.00' 30.00' 11 ~ CONNECTIONS TO EXISTING STORM DRAINS LOCATED WITHIN THE
W ~ I 3 16. 32.00' ~ W U 20.00' 19.00' 27.00' 19.00 30.00' ~ ~ ~ PUBLIC WORKS DRAINAGE EASEMENTS OR PUBLIC R/W.
p Q ~ N m ~ , ~ 8.00' ~ ppm - W Y
~ ~ o o. OH OH G? z ~ i T ~ U Q 20 Z } a
ZF-0 I ~ Y ~ ~ Q ~ g ~~m
C7 z N a a ~ I n. Q J ~ ml~
~ Y 7 R4.0' R4.0' 7 w ~ Z R4.00' ~ HC HC o • -UV 3 ~ ~ pp ~ I ~ N ~ ~ ~ Zoo i
I - Q 27.0' ~d a' fn J m ~ ~ a Q ',WI I oalY U m, Z, ~U
Q m R12.0' = o ~ ~On=Q (G m
3~~ ~ R4.0' ~ ? a 1 Y Y ~ o o •
• 41 ~ $ " o ' o ~O
m ~ N ~ ~ ~ ~ 3 m
~ c 2 II R4.0 ~ N o R4,0' R4,0'
~ o
~ n ~ ~ ,3~ 10 10
_ p 0 ~ R W
~ o q0 MH ; FUTURE so 1 ~ (V
EXPANSION SHOP: 1200 SF b R4.0' M N M lV
1000 SF a R330.00' NPK , MH , R330.00' R105.0' ~ a om o ~
~ ~ I o m ~ om ~ o . I
rn ~ R300.00 R300.00' R20.0'
N I~ ~ R100.00' b R4.0' R4.0' ~ 9 R75.0'
S 2, R130.00' o m
3 I u 9235 • AREA LIGHT (TYP.) ~ R200.00' 2 ~ SEE LIGHTING PLAN
o S 4
26.17 1346 28a~ w ~ b4 W S 1 ~ m 3 46 28 W
! 2.5 C&G TYP. 00'32'p7 W`26,g6'` n ( ) N-26.9 , 2>° , - 6..S 2~, 6
z RETAINING ~ S6„ s ATM R30.0'
2114 , WALL C 0 fig' q w A~ Cq 3
EDWARD AND PEARL OUVER 156 ING ~;tE Si N.C.GS.M• and THOMAS AND MARIE HORTON 02g~ilp S \2 9R RSAO' N ~ sn 8 8 d.
"HOOD 1967" DB 346 PG 265 9„ ~ 65• R ~ qN ° & - C,y r REV. DATE REVISIONS BY
~ N = 554881.2617 FT, p6'p15 E = 2420691.6883 FT. S R194.00' No. ~ m rr
o ~ 38.9p =35.55' ci. 0 m
S1 r Q 4'35'47" W 01'17'02 W 3 S 0• A ~ ° GW 6'> O
!y M ~
3 LEGEND W ~ O R150.00 ss
~ EIP =EXISTING IRON PIPE Z ~ in EPK =EXISTING PK NAIL I s ~ D D s. ~
;v EIS =EXISTING IRON STAKE EARL E. MOORE, Jr. _ rn EVELYN GARDNER Q U I
n ERRS =EXISTING RAILROAD SPIKE ~ and wife y ® F
z ECM =EXISTING CONCRETE MONUMENT TINA MOORE DB 788 PG 726 ~ N.C.G.S.M. NIP =NEW IRON PIPE ~ DB 919 PG 918 ~ U ss YLON SIGN E ¦Engineering¦Architecture¦Surveyting¦Technology
"ATLANTIC 1967" NPK =NEW PK NAIL Z J ~~9• FOOD LION R30.0' A~, Box 7305, 324 S. Evens St, Craendlle, NC 27834 252-758-3746, 252-830-395A (Fax)
N = 554565.9605 FT. R/W =RIGHT OF WAY W m I Boa 929,100 N. Queen St., HWeton, NC 28501 252-523-0832, 252-523-3023 (Fax)
E = 2422364.6377 FT. ~ =CENTERLINE --1 ~ -E- =OVERHEAD ELECIRICAL fl I- PROJECT TITLE S3
- E&T - =OVERHEAD ELECTRIC & TELEPHONE NOTE ELY J. PERRY s~'
-T- = RHEAD TELEPHONE COMBINED SCALE FACTOR = 0.9998699 ~ ~ ELY J. OVE W =GUY WIRE ~ DB 909 DB 909 PG 388 1 S 3\ MB 21 PG 6 8S . ;
G ALL DISTANCES ARE HORIZONTAL ~ MB 21 PP =POWER POLE 038„ !
EM =ELECTRICAL METER GROUND MEASUREMENTS IN FEET ET =ELECTRICAL TRANSFORMER AND DECIMALS THEREOF UNLESS ~ I
AL =AREA LIGHT NOTED OTHERWISE. s ~ I Fµ / 493 t
TB =TELEPHONE BOX RCP =REINFORCED CONCRETE PIPE ACREAGE DATA SOURCE OF TITLE ~ III Clt of Kinston, Lenlor Co., NC
CB =CATCH BASIN ' II i s DRAWING TITLE
DI =DROP INLET 5.42 AC. APPROX. DB 197 PG 25 s I{~~~ ;
MH =MANHOLE BY COORDINATE METHOD CO =CLEAN OUT EXCL. R\W 36~ PP , , 'o,, ;III / ~ !y
WF =WIRE FENCE ;III
CLF =CHAIN LINK FENCE LINE DIRECTION DISTANCE WV =WATER VALVE L1 N 07'27 39" E 23.45' ~ Ij
PIV =POST INDICATOR VALVE 4 2~.
FH =FIRE HYDRANT NII
WM =WATER METER NOTE: THIS PROPERTY IS LOCATED IN ZONES A, B & C AND 0 = NO POINT SET IS PARTIALLY LOCATED IN A SPECIAL FLOOD HAZARD .L, ~
_ ,,,.r. NOTES ~ ~ ~ 1 1 PROJECT N0. (1Mn1 !1 SCALE
I.G. = ItKKA W IA AREA AS DETERMINED BY N.F.I P. RATE MAPS DATED ~wciv 1°=301
TC = TOP OF CURB ELEVATION JUNE 15, 1982, COMMUNITY PANEL NO. 370145 0015 C. 1) NO STRUCTURES WERE LOCATED AND SHOWN FE = FINISH ELEVATION ON THIS SURVEY. LOCATION OF STRUCTURES TO BE JESSE W. PAGE, III pp 14 X CU DRAWN BY DATE SHEET NO.
EP = EDGE OF PAVEMENT ELEVATION PROVIDED BY THE OWNER. and wife I ERr KEB 8 04 99 2 OF 6 MARTHA G. PAGE
H.P. = HIGH POINT 30 0 15 30 60 120 ---SS--- = SANITARY SEWER 2) THIS SURVEY SUPERCEDES SURVEY DATED DB 883 PG 821 CHECKED BY
1994 BY THE EAST GROUP, P.A. 3) NO EASEMENT RECORDED ALONG SANITARY MB 21 PG 61
1 inch = 30 fL SEWER CROSSING SAID PROPERTY.
nes 5 THIS DRAWING IS THE PROPERTY OF THE EAST GROUP, P.A. ANY USE, REUSE, REPRODUCTION, DISPLAY OR SALE OF THIS DRAMMIG MITHOUT WITTEN CONSENT OF THE EAST GROUP. P.A. IS STRICTLY PROHIBITED. 0 COPYRIGHT, THE EAST GROUP. P.A. 1999

~~Q9aQ999941/1p'8?DB
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~ PARK w ~--w ARDING qyg ~ o° 0~(9 a'OF~V 4~ "a" ! >
VERNON qVE ~ e~A` ~ o00 ~ Np E "oe \e~ 0 0,9 S, e "y/
eBa4 4p9 es4 0
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CENO)R AVF KEYNOTE /LEGEND
w z
o x WASNI m NGiON Si m
a AtANiiC AV);
AIANgC & NC Rq!
LROgp NC GRID
NAD 83
JAMES C, WOMBLE i MICHAEL AND CYNTHIA MALLARD
and wife and WAYNE AND CAROLYN BALLARD DARIENE HUGGINS MAE B. WOMBIE OB 948 PG 425 DB 886 PG 719
NO TO;SCALE EPK DB 578 PG 26 I I e~' N 0T26'S2" E M., I ~ ~ ~s~~'1~~
~a^~ ~ EIP IP N 0T48'S7" E E II
- - - _ - ~ EIP 83.40' ~ _---II' 277.01' x 111---"JN;?
R~, CP ~
~ ~ TC=47.84 TC=47,53 3 =47,53 TC= 7.22 ~ I) GRADRG NOTES.
~r.~ 47,50 ~ DB 691 PG 610 i. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM FlLL AREAS
~ x % L o w KINSTON CITY BOARD OF EDUCATION ~ ~~S 00 3~#OP`"~ 28b ~ a ~n o PF PRIOR TO PLACING FlLL ANY QUES110NABLE OR UNSUITABLE SOIL r yl rn b , CONDITIONS SHALL BE BROUGHT TO THE ATTENTK)N OF THE ENGINEER.
D8 578 PG 26 / _ ~ ~ FUTURE E ION / ~ O N ~ O / ~ W TEMPORARY INLET PROTECTION ;ti• 2, AFTER STRIPPING TOPSOI AND PRIOR TO PLACING FlLL, IT IS RECDMMENDED THAT ALL BUILDING, PARKING AND DPoVEWAY AREAS BE ROLLED INTH A
~ ~ I , 00 SF ` 200.00' EM 2.5 G (TYP.) NBRATORY ROLLER TO CONSOLIDATE LOOSE SOILS IN THE UPPER SUBGRADE.
M z o _ _ _ _ _ ~u. ~ ~r~ ~ r' ~ TRASH o - "w N 0T2T39" E T IP COMPACTION TEST RESULTS OF AT LEAST 95 PER(~NT OF THE STANDARD PROCTOR MAXIMUM DRY ~ISITY WILL BE REQUIRED PRIOR TO ENGINEER'S
SHOP: 1200 SF ~ ~ ; ~ ~ n ~5~_~ 148.38' ~w' ~ w x~ RAMP- .60 ~ ~u1; _ r~ PP APPROVAL FOR FILL PLACEMENT. ~ aTC=46.63
` w CLF ~ ~ x RAMP=47,50 60' EPK N 07°2739" E ~ EI z GW + pp _ ~ - ~ ua' 3. ALL FlLL SHALL ~ COMPACTED TO AT LEAST 95% OF THE STANDARD
47.50 _ ,e>'~ _ ~ a n ' i 1 " EP-47.34 TP 46.96 , (CONTROL L1 I ~ ~ 75 -0 P=46.96 TC-47.08 TC 46.44 `11 # ~ ~ PROCTOR MAXIMUM DRY DENSITY ASTM D698. RROP. DI ~ ~ ' 4, GRADING CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS
CORNER ~ ~ ~ ~ ~ , ~ p,. E " , TC=4709 r;' TOP=46.57 VVM IN ACCORDANCE WITH THE SPEgFlCATONS VNTHIN 30 DAYS COMPLETION OPENING=45, TC=46,80 I OF GRADING WORK. UPON COMPlE110N OF THE PROJECT, THE GENERAL
m T'P d z x . _ u_ PP EP¦43,27 f + INV.=41.91 CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS ~1TLINED IN THE
i o ~ I tYi~ SPECIFICATIONS ALL DRAINAGE PIPES SHALL BE CLEANED BY THE GEN-
W EP-3.75 DUNPSTER I ~ ` ~ RETAINING w",_- __m._ 'PAD ~ TC=47.16 TC=47,'~i TC=46;¢7,.,, - I ' ; TC=46.50 ERAL CONTRACTOR TO REMOVE ANY SEDIMENTS THAT HAVE ACCUMULATED. ~ =46.50~~~ LF 1 ~ ,~k H D = 46.34' 5. PAVEMENT DESIGN N PARKING LOT SHALL BE 6' AGGREGATE BASE COURSE
WALL r i r ,~,,v j RAMP¦47.50 - A ~ ~ CB 00 - yWT?{ 2' I-2 NUMINOUS CONgTETE WEARING SURFACE. PAVEMENT Rt,P~, 0.4~ ~ S 15' INV. - 41.69'
m h~' ~ _ EP¦43,17 a _ _ ~r~ DESIGN FOR 1HE BUILDING SITE SHALL ~ 4000 PSI CONCRETE PER 4- - - G=46,30 ~ DETNL 3 ON SHEET C5. ~
p~,• ~ PROP. DI ~ ~ TC~~46.34 TOP=46.7 IL R
~ 1 i ~ - ~ c' t' PROP. DI ~ _ _ _ - ~~s OPENI -45,24 pF ~ ~ 6. ALL PLANTING AREAS SHALL BE BACKFILLED WITH TOPSO AND AKED DI TO = 45.69' ,n. ~a INV.. .71 0 ~ ,
_ " t TOP=43.33 ~ ~i ~ r~•Qr, n ~FF 9EY.•l7AIQ "'~.._._n,-.~`. .e..,_~. 47.50 DOWN, REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR SEEDING TC=48.1 ~ ~ ~ FRS.= ~ tl ~_p ~ ~=46.50 - ~ N 15 INV. 41.61 AND PLANTING,
6 ~SG~ ,r OPENING=42.50 I~ - - - ~ a~ _ }INV.-40.28 ~ . _ _ _ =x.34 r i TC=46.18 TC-46.07 „ ~ ~ ' E 15" NV. - 41.61' h- r" l ~
_ ' Tc-µ.2e f~ ~ ~ 30'-0° > ~ .'s ~ i,. ~ + - a~ i l ~i:° i s
i ~ + . FP¦ 7 X FE¦45.41 r°~ LF OF 12 ~ TC=45.94 ~ TC=46.02
R 0.4X MW. TC¦µ.20 ~y 1' - ~ G~ v
SITE BENCHMARK p i BOLT OVER LARGEST N D WN r~ , 46.23 0.46.23 5~ ~:a , ~~o, TC=48;~p `k
FLANGE ON FIRE HYDRANT to µ4B PRANSFORM~ v; _ ~ / Luc ELEV = 77.02' N ~e+ ~ ~ t' ~ TC~~'46.25 ~ ~ ~
~ TC¦µ.86 ~ W ~~a ~ _ ~F _ 44.12 ,65 FE¦45.1 X x pry ~ FLUM e~ ~ pl TOP = 44.85'
> " p c;;'' d' i ~ 15° INV. = 41.05' a, + ~ 4V 15° INV. = 41.09'
PP ROP. ce ~ I 3~,aao sF , / a OP=,43;3 M ~ r.~ n% , u + i~. ~ ";nw
TEMPORARY ~ ~ v OPEFIING=42.50 F.F E~.~.=4~.5a ~(kiSTRUC110N ~ H . ` INV,=40.50 ~ ~ - ~ / r _ _ TC=46. C=46.44 ~ ~
C5 _..t 4 ~5 ,~a F" ~,"?ENTRANCE N x u`~ ? a
W '3 - . ~ 4 .50 - ,F W Y 3 ;y: ~ EP-41,34 ~ U ~ P~' z~~ a- ~ ~ .'v'
F- O Q ,n ~ ~ EP•µ.~s .a5 x AMPR45.oo ~r. ~ gyp? Z ~ ~ ~ `r
W t ~ V/ ~ - I ~ ~ QQ
' ! W ~ ~ J ~ £ l ~ o- m U m . ~ ~ ~ I -3
O U F- ~ TC=44.. r rc-44.21 ~ ~ I" ~ ' ~ ~ a r ' Z T r;~ a rF°: Q J O ~ ~ m ~
I i k~0 , ~r~~ ~ ~ I z ~ t a~
r ~ ~T~ 42.52 T'C~3.95 ~ ~ 3`~ O IY m Z. ~ U
~ J m C=43. ~ .75 ~ - ~ ~ rY YY. PROP, DI TC=46.29 TC=46.29 ~ ~ m
m RDCK ~ RAMP-47.50 1' f' JJ , Q a. k5 µ1?..., CHECK 3 O _ ~a•µx t A _ - - TOP=46.21 ~ ~ ~
a M 4246 DATA a ~ ea 41'-8" ~ Y OPENING=45. - ` ~ ~ • - g° ~ O } INV.-40.59 r,. 3 ~
3' ~ .95 ' ~ FE=45.65 - yT ~ RI r ~ ~ ~ i _ ~ ~
! ~ 45. FE=46.40 - c ' ~ - i _ . , ~C-46.90 ` , a`°
' ~ 4 x i ` ' C5 ° 1 ~ U a• + I ~ _ i TC=,d6.~8 TC=46.88 r ' ; 2.5' C&G (TYP.) ~ I 'ti,. TC=46.0 ~ b~ TOP = 44.29'
~ FES ~ ~ O _ ~ ~ INV.=39.84 TC=45.40 ~ - - - TE=46.8 ! ~ ~fi 15" INV. -40.42'
" I 3 ' _ 47.5 TC=46.73 E - W - 18" ROP ,IW 18" INV. = 40.68'
.aJ= I ~ 'h ~ / ~ 1 ~ ~ ~ R ~r=- ~ j 49.50 EP=47.31 ' N TO=46.16 TC=46.12 ~ i ~ F " N
~ ~ , F~ ,ca o. ~ M cj z~. s °y' 46,0 d TC=46.1 - 9p
° ~ ~ h ~ _ • ~ ' E~~ANSION SH P' ~1~200~, SF o 47 . I ill ~ rte' ~ \ / A ~ N _ ~ I PROP, DI ~ a
NPK - ,10~d~ SF ~ . ~ w. - _ _ . ~a~'~ 47.50 TC=47.38 / I~ , `M H - - - ~ TC-44.5d~ _ 50 47. , ~ ~ TC=45,98 TOP=45,63 ,3 ~ - ;fi r / ~ OPENING=44,80 = 44.1 rn
A T =45. ti, , _ TC=47.24 ' I- 1 INV,=40.13 I DI TOP 2 ~ ~ 1g~(F ( ~E 1~~~INV.~= 40.20'
N ~ '~~o ~ \ ' .:c' _ •6 =47.00 rn p ~ ` C 46 0 TC N ~1 ~ ~ ? k~ / 4574 T~=45,98 t?" - C=4~5: W~~8" INV. = 40.05' TC= ~ `c~ TC=45,9 0 TC 45.56 ~ti
~ Rv` t `'t ~ i a \ fir ~ ~ 4~ TC=45, + k _ ~'r ~ TC=45.90 ~ , ~1;C=45.90 TC-45. v~ 0 ~ ~r
_ ~ S ADdl1ST MH TO .~46. ~ , 3 _ _ ~ - - _ X92 , ~ V ADS ~IH TO ~ ; " FlNISki ELEVATION . ~ _ ~
3 ~ II ~ S2^ ~ ELEVATION _ ~ k6 ~:7' TC=45.53
o . SSA w + d ~ ; g.17 ~ 28 W ~ _ m ~ ~ 46 28„ w ~ TC-45.76 ~ ~ ~ ~i GQ
~ ~ _ - _ , 2,07" W~26.9 ' ~ - I ','t- - I - ~ ~ •~26.96'.;~,~,~ .ps„~ , . ~I -SS - SS- C=45.50 2" T.C. ~ / /a
1.2,5 C&G TYP. 42 - , S 0` 6.1 ~ ~ ) { 41 _ 2~0 ~ z,i - SSA-- - - - - 1 ~ 1 s6 TC=45.82 i ATE - ° w, , At~ 12 T.C.
z ~ Cq 3 , ~ 18" RCP ~ ~
LIVER ~ ~ 36 ~ 156 NSF EDWARD AND PEARL 0 9 `~s_~ ~ 10 14 99 ADD SILT FENCE K8 Sy R6h ` ~ 5 , TC=45.80 - ~t. ~ TC=45.84 TC=4 .96 / * '
..S.M. nd THOMAS AND MARIE NORTON III ~ N.C G a ~ ° R ~52~ ~ ~ TC=45.35 } ~N > u' qs &T=- REV. Cy ~ DATE REVISIONS BY
"HOOD 1967" DB 346 PG 265 ~g~' ~ m N - 554881.2617 T, S { ~ I N0. S ~ ~ ` ~ ; ~ti• . ~ el CB HOOD = 45.03'
a E = 2420691.6883 FT. { 38.90'=~..~.,.~--35.55 ~ } n - ~ Q ~i , ~ ~ ~ . ~ SE 24" INV. = 39.41'
S14• r'2"W ~ 3 35 47 W S p1't9 0 ~ ~ kr. ~ , ~ ~ C. ~ ' SW 18" INV. = 39.93' A ' TC=45.00 GW ~ ~ ~ NW 24" INV. = 39.53'
- II
GEND W I ~ 3 LE O N O ~ , ~ , I S ~ ~ ~ i ROCK TC=45.12 TC=45.25
~ EIP =EXISTING IRON PIPE Z ~ ~ I ~ s ( ~ D d D ~S ~ CHECK ~ 1
EPK =EXISTING PK NAIL ~ ~ _ ;v =EXISTING IRON STAKE EARL E. MOORE, Jr. { ~aV ~ 24" RCP DAM ~ ~ ~
~ EIS EVELYN GARDNER Q C7
n ERRS =EXISTING RAILROAD SPIKE { and wife { pg 7g8 PG 726 ( ~ z ECM =EXISTING CONCRETE MONUMENT TINA MOORE ~ { S~, C5 YLON SIGN h.~ t~` ¦Engineerting¦Architecture¦Surveyting¦Technology
N.C.G.S.M. NIP =NEW IRON PIPE { DB 919 PG 918 (j U ' ~ ~ ~ OOD LION DID roP = 4.os' Box 7305, 324 S. Evens SL, Greendlle, NC 27834 252-758-3746, 252-830-3954 (Fax) Apo - i K ~ y~`l 24" INV.II = 39.08' Box 929, 100 N. Ouean SL, Kinston, NC 28501 252-523-0832, 252-523-3023 (Faz)
NPK =NEW PK NAIL Z { J "ATLANTIC 1967 N = 554565.9605 FT. R/W =RIGHT OF WAY J I m ~ " ~i I NW 24" IN'V. = 39.35' u'% ` ~ PROJECT TITLE
E = 2422364.6377 FT. ~ =CENTERLINE O S ~ - ; TC=44.63
-E- =OVERHEAD ELECTRICAL a - E&T - =OVERHEAD ELECTRIC & TELEPHONE NOTE ELY J. PERRY ~ ~
COMBINED SCALE FACTOR = 0.9998699 { ELY J. -T- =OVERHEAD TELEPHONE 0 DB 909 DB 909 PG 388 ~
GW =GUY WIRE { ~ MB 21 MB 21 PG 61 3BS ~ ~ ~ , !H OS ~
PP =POWER POLE ALL DISTANCES ARE HORIZONTAL EM =ELECTRICAL METER GROUND MEASUREMENTS IN FEET 8' ~ =44.5
ET =ELECTRICAL TRANSFORMER AND DECIMALS THEREOF UNLESS
AL =AREA LIGHT NOTED OTHERWISE. TB =TELEPHONE BOX . ~y=... Town of Kinston, Lenlor Co., NC
RCP =REINFORCED CONCRETE PIPE ACREAGE DATA SOURCE OF TITLE w g, ~"~Y r;~ ,i R ~ DRAWING TITLE
CB =CATCH BASIN DI =DROP INLET 5.42 AC. APPROX. DB 197 PG 25 36. ` \ ~~~Fv~ ~•,PP ~ 15" RCP
MH =MANHOLE BY COORDINATE METHOD ,~,o,.. ~ N I ~
CO =CLEAN OUT EXCL. R\W
WF =WIRE FENCE CLF =CHAIN LINK FENCE UNE DIRECTION DISTANCE UD ~ EX, '"j
WV =WATER VALVE L1 N 07'27 39" E 23.45 JA , I CB~ HOOD = 44.45' 2~ I „
PIV =POST INDICATOR VALVE FH =FIRE HYDRANT S 15 INV. = 36.51' d,
' WM =WATER METER NOTE: THIS PROPERTY IS LOCATED IN ZONES A, B & C AND 30" RCP 1 ~ 9E>! INV. = 35.56' ~ PROJECT N0. SCALE
0 = NO POINT SET IS PARTIALLY LOCATED IN A SPECIAL FLOOD HAZARD NOTES ~11 I E~~ 990210 1 -30
T.C. =TERRA COTA AREA AS DETERMINED BY N.F.LP. RATE MAPS DATED - ~i~ Ate,
TC = TOP OF CURB ELEVATION JUNE 15, 1982, COMMUNITY PANEL NO, 370145 0015 C. 1) NO 51KUGIUKtb- wtKL LUUAILL) RNU J)HUWN JESSE W. PAGE, III pp DRAWN BY DATE SHEET NO.
FE = FINISH ELEVATION ON THIS SURVEY. LOCATION OF STRUCTURES TO BE and wife / T RT KEB 8/04/99 3 OF 6 MARTHA G. PAGE
EP = EDGE OF PAVEMENT ELEVATION PROVIDED BY THE OWNER. H.P. = HIGH POINT 30 0 15 30 60 120 2) THIS SURVEY SUPERCEDES SURVEY DATED DB 883 PG 821 x CHECKED BY
-SS--- = SANITARY SEWER 1994 BY THE EAST GROUP, P.A. MB 21 PG 61
-to- = SILT FENCE 3) NO EASEMENT RECORDED ALONG SANITARY SEWER CROSSING SAID PROPERTY, APPROVED BY C2
I inch = 30 ft.
THIS Di THIS DRAWING IS THE PROPERTY OF THE EAST GROUP, P.A. ANY USE, REUSE, REPRODUC9ON, DISPLAY OR SALE OF THS DRANK WITHOUT WRITTEN CONSENT OF THE EAST GROUP, P.A. IS STRICTLY PROHIBITED. 0 COPYRIGHT, THE EAST GROUP. P.A. 1999

_
RI/IIIIIIIII// IIC "i
a ~
i E
FAIR- ~ FIELD
~ PARK -emu ~'DINC q~
'v'
NAVE S
z SITE
~NOIR AVE 0
w
o ~ Wq m ~?ING?~ ST KEYNOTE /LEGEND
gLANAC q~
'41.AN11C ~ NC R BROAD
NC CRID
JAMES C. WOMBLE , MICHAEL AND CYNTHIA MALLARD NAD 83
and wife and WAYNE AND CAROLYN BALLARD DARLENE HUGGINS DB 948 PG 425 DB 886 PG 719 uTIUTY NorEs
NO TOISCALE EPK MAE B. WOMBLE D8 578 PG 26 i i i. ALL UTILITY TAPS, CONNECTIONS AND EXTENSIONS SHALL BE DONE IN ACCORDANCE IMTH ALL APPLICABLE STATE
_ N 07'26 52 E I I N 0 47 8'57" E ~ EIP AND LOCAL CODES.
El~a'~~ _ _ _ _ _ _ - _ - 2 LOCATIONS OF EXISTING U11UTlES AS SHOWN ARE APPROXIMATE.
~ ~ X EIP 83.40' WF 277.01' I N Co-wv co-INV. 4"SEWER SERVICE II CONTRACTOR SHALL FlELD VERIFY LOCATIONS AND 000R- II DINATE CONNECTIONS WITH PROPER AUTHORITIES. CALL
° 45'~ (SERVICE FOR BOTH SHOPS} CP "ONE CALL CENTER, INC." 48 HOURS BEFORE ANY EXCAVATION
3 r, 1 ~ ~ . u II ( IS BEGUN. 1-800-632-4949 ( )
~ w ~ - x i" WATER SERVCE KINSTON CITY BOARD OF EDUCATION ~ b ~ MH TOP =46.28' II 3. SEE ELECTRICAL SHEETS FOR INFORMATION ON NEW N DB 691 PG 610 E 8 INV. = 42.03
: ~ ~ DB 578 PG 26 n o0• Y SHOP. 1200 SF N o N ~ ~ FUTURE EXPANSION w oPP W 8" INV. = 42.05' ( ELECTRICAL SERNCE.
~ ~ °D ~ 4,600 SF ~ ° 4. SEE SHEET C2 FOR INFORMATION ON ROOF DRAINS, w II I STORM DRAINS AND GRADING.
( O ~ ~ z m 200,00' EM ~ 2.5' G (TYP.} 5. GAS SERNCE SHALL BE COORDINATED WITH GENERAL CONTRACTOR.
I ~ 4`SEWER SERVICE TRASH b 1' TAP MADE BY THE att aF 148.36' SHOP; 1200 SF a N 0T2T39" E T NIP III 6. ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION
KINSTON UPON PAYMENT OF FEES I WM ~ CO-NY. » BY THE f;OJERA CONTRACTOR. I EPK EIP CLF N 07'27'39" E 43.78 1 WATER SERVICE 60' PP I OF IMPROVEMENTS ARE THE RESPONSIBILITY OF THE
EI (CONTROL L1 ~ " 175'-0" GW pp I GENERAL CONTRACT~i.
CORNER) I 3/4 wa1EN METER " waTEe SEXY E (PRONDED BY THE 1 ~-®-1 ~ 7. THE 6" SEWER TAP & SERNCE (TO R/W) TO BE INSTALLED
Qtt OF KINSTON) p 1' WA I BY THE qTY OF KINSTON UPON PAYMENT OF FEES BY G.C. ~ ~,q 8. THE qTY OF KINSTON RESPONSIBILITY ENDS AT THE WATER METERS
II Y TAP MADE BY TIC aTY aF ~ ~ 5Q0 GALLON PRE-CAST I ON THE DOMESTIC LINES AND AT THE VAULT ON THE 6"FIRE LINE.
?b DUMxPSTrER P~a~~T o~ S ~ RETAININ Corn, o CONCRETE GREASE MAINTENANCE OF BACKFLOW VAULTS AND BACKFLOW PREVENTERS I IS THE RESPONS181LITY OF THE OWNER.
~ d,, 9 WALL 4247 ~ INTERCEPTOR »
I 2 WATER ~ o METER Z I ~ 9. G.C. SHALL VERIFY INVERTS ON EXISTING SANITARY SEWER AND ~ HNOOD ¦ ~ STORM DRAINAGE PRlat TO CONSTRUCTION OF NEW SANITARY
g ~F SF _ _ Y T 8" G.V. 8" P TO ~y ~ ~ 8 8 APPING TEE, V~ 4i P ~ a Q I S 15 INV. ¦ 41.89 SEWER, ROOF DRAINS AND STORM DRANAGE, _ ;
R/W SUPPLIED R WSTAII.ED B THE qtt OF Mµ1® 9/ F ~_..j._ ~ ~ ~ ~ y ro O. I I 10.SEE SHEET C2 FOR INVERTS & SIZ ES OF STORM DRAINAGE PIPE.
KINSTDN UPON PAYMENT OF BY 1HE GENERAL CONTRACTOR. ; _ I ®MW Z I 6 fiRE-VAULT ~
~ ~_._~~s___.-- I ( DI ¦ 45.89' ~I 3 N15'INV.¦41.81'
I W I E 15" NV. ¦ 41.81' ~ I
~ W i~- I I
~H OH ~ ~ ~ tr I Q ~
SITE BENCNMARK 1 p MW U BOLT OVER LARGEST N U 13 E~ I ~
FLANGE ON FlRE HYDRANT I tp iFR~ANDSFn~~ ELEV ¦ 77.02 I N PAD HC HC I ~
Cr I I
a>-~Y 4 SEWER ~ 3s.~ SERVCE Q 3 ~ I ~ TOP - 44.85
PP 37,800 SF
FH ~ F.F. ELEV.=47.50 ~I 15~INV.•41.05' 15 INV ¦ 41,09'
I- Q 3
w3Y I I a I I
wIU 1 3 ~wQ it
~Om ~ ~ Ln NI ~ ~ F ~ ~ ~ I ~ ~ PPm I W Y
F- I 1 o z a OH H ~ Z O w I w o 0 Q a' Z ~ r ~ U
O=I- ( ~ ~ Y v ~ ~ I Z a - ~ I \ a g I m
I I Z " ~ (9iYY ~ a a a a I 3 ~ I 3 a~ I O
Z U I \ W HC HC =UQ ; ~ m~H ~ oo I Z ~
tn~m 1 a~ Q I I O I Y
Q m oo~v. ~ a ~ O O ~ J co U m I Z. U III ~C~=a
~ M 1 4 SENQi SERVICE ~ ? ~ t0 ~ m ` (I I -
41'-8" Y ~ I ~ ~ ~ ~d O m 3a a II I ~O
~ I J 4tiA>~t IE1EA W p 3 ~ I
~ ~ ~ BY 11E GAS ~ z am a ~aN) METER o I;
I I I off: >y I 2.5' CdcG (TYP.)
I N 1' TAP MADE eY THE att aF I KINSTON UPON PAYMENT OF FEES BY THE 3 ~ 4 SEWER SERVCE " ~ I I DI TOP ¦ 44.29'
~ I I II pRpp ~ I GENERA caNTRACTaR. ~ G R ¦ 3E 15" 9JV. ¦ 40.42; m
MH : GqS , 18 I W 18' 91Y. ¦ 40.88 , I ~ tV
d ~i S 60 I FR N M N
NPK ~ N y0F t wATER sERHCE EXPANSION SHOP: 1200 SF o , 1000 SF a I ~ , MH » MI ; N
° 3288 ' 4 SEWER SERVICE _ _ _ I ~ m ~
N MH TOP=41.43~r rn N INV=30.32 SANITARY SEWER SERVICE ~ i DI TOP ¦ ( E 18' INV. I ¦ 40.20'
N V = 6 III TIE-IN BY CITY OF KINSTON SSMH TOP = 41.52' S IN 30 2 1 ( ) I W 18' INV. ¦ 40.08' I ;
W 15" INV=30.41 I ~ N. INV. = 30.89 - t- ~5S- - ~ ~ S 29 A0.UST MH TOP E. INV. = 31.11 I S H TOP = 44.59
3 I I ~ _ 23 " To FlNISH ELEYAIION S. INV. = 30.94 N 12"INV. =36. ' I S 4" INV. = 39.99'
2 ___--SS- ---SS-- o I - - ~ f f? I ~G~S12"INV.=36.6
I SS- . - ` - - - -SS- 34 26. 28 W _ _ ~ m 3 W "INV. = 39.95'
TYP. y - " W 21 ~ ~ 12.5 CQcG ( ) - g 00'32'07 _26.96'~S •Og, 21 --SS-----._ ~ ~ ~
z ~ SSMH TOP - 39.90 RETAININ I 2>•p~, I 21~ TER INV. - 31.84 Sg-~ 2Tp~, S SS- - - - -SSA T.C. _ ~ ~ - S6„ ATM ~ ~
~ .gp, W C I EDWARD AND PEARL OLIVER 6; Ig q I 15 /.s W R3 ¦ 3 X12 T.C. 9 18 RCP
N.C.G.S.M, and THOMAS AND MARIE NORTON N IS gs,, I _ , N MH TOP -44.85
"HOOD 1967" e DB 346 PG 265 R aO N - 554881.2617 FT. 06•p15 R SE 24 INV. - 39.65 qN " C/~l NW 24 INV. = 39.67'
o E = 2420691.6883 FT. S I 3 NO DATE REVISIONS BY
~ 1 38.90'_ - 5.55' 3 I ~ CB HOOD ¦ 45.03' ~l. I N /
I S14' "W Q 35'41" yy S 0117'02 13 Oo " I SE 24 INV. ¦ 39.41 ~ 8 T.C. SW 18" INV ¦ 31.93'
II 3 LEGEND w I li ~s GW ~ I NW 24 INV. ¦ 39.53'
O~ O ~ ~ 3 S ~ I
EIP =EXISTING IRON PIPE Z ~ 1 ~n EPK =EXISTING PK NAIL I H- S ~ ( D D D
ry EIS =EXISTING IRON STAKE ARL 1 = a, E E. MOORE, Jr. I s• ~ I 24¦ RCP
~ ERRS =EXISTING RAILROAD SPIKE 1 and wffe I EVELYN GARDNER Q (9 z ECM =EXISTING CONCRETE MONUMENT TINA M DB 788 PG 726 I ~
OGRE ~ N.C.G.S.M. NIP =NEW IRON PIPE I DB 919 PG 918 - ( s ~ s~. PYLON SIG ( ¦Erl. ineerin ¦Architecture¦Su ch to
"ATLANTIC 1967" NPK =NEW PK NAIL ~ 1 U FOOD LION DI Tpp . 0~ 9 9 n9' Te rw gy sr 0, I ¦ ¦ / Box 7305, 324 S E,xel sl, t>relariN.e, NC 27834 252-758-378, 252-8J0-3454 (Fm~)
N = 554565.9605 FT. R/W =RIGHT OF WAY Z J E = 2422364.6377 FT. CL =CENTERLINE W ( m E 24 INV.I 39.08 ~ Box 929,100 N. Weln SL, K(naton, NC 28501 252-S2J-083$ 252-523-J023 (Fax) ~ NW 24 INV ¦ 39,35
-E- =OVERHEAD ELECTRICAL J O S~ I PROJECT 111LE
- E&T - =OVERHEAD ELECTRIC dt TELEPHONE NOTE : a -T- =OVERHEAD TELEPHONE COII~INED SCALE FACTOR = 0.9998699 I ELY J. PERRY '6j ~0 LY J. PERRY OQ I
- O DB 909 PG 388 GW -GUY WIRE ~ 909 PG 388 S S I 3
PP =POWER POLE ALL DISTANCES ARE HORIZONTAL I MB 21 PG 61 IB 21 PG 61 3~ I Sp, I
EM =ELECTRICAL METER GRWND MEASUREMENTS IN FEET ET =ELECTRICAL TRANSFORMER AND DECIMALS THEREOF UNLESS 38., I I
AL =AREA LIGHT NOTED OTHERWISE. N~ I
TB =TELEPHONE 80X RCP =REINFORCED CONCRETE PIPE ACREAGE DATA SOURCE OF TITLE S 13 ~ / gs ~ I 3 III Cit of Kinston, Lenior Co., NC
CB =CATCH BASIN
DI =DROP INLET 5.42 AC. APPROX. DB 197 PG 25 MH =MANHOLE BY COORDINATE METHOD III DRAWING TITLE S I
CO =CLEAN OUT EXCL. RAW 363 , PP 15 RCP ~O7 II I I I
WF = NgRE FENCE / ~ I II I
CLF =CHAIN LINK FENCE LINE DIRECTION DISTANCE WV =WATER VALVE Li N 07'27 39 E 23.45' / ~ (
PIV =POST INDICATOR VALVE 3
FH =FIRE HYDRANT WM =WATER METER NOTE: THIS PROPERTY IS LOCATED IN ZONES A, B & C AND 94? , C8 HOOD ¦ 44x45' ~ NI I S 15 INV. 3&51
0 = NO POINT SET IS PARTIALLY LOCATED IN A SPECIAL FLOOD HAZARD 30¦ RCP
T.C. =TERRA COTA AREA AS DETERMINED BY N.F.I.P. RATE MAPS DATED NOTES TC =TOP OF CURB ELEVATION JUNE 15, 1982, COMMUNITY PANEL N0. 370145 0015 C. 1} NO STRUCTURES WERE LOCATED AND SHOWN INV. ¦ 35.58' ~ I i; ~ PROJECT NO. 990210
FE = FlNISH ELEVATION ON THIS SURVEY. LOCATION OF STRUCTURES TO BE ( 1 =30 JESSE W. PAGE, III ~ e0x ~
EP =EDGE OF PAVEMENT ELEVATION and wife PP I I ~ CUC DRAWN BY DALE SHEET NO, ART
H.P. =HIGH POINT 30 o Ts 3o Bo PROVIDED BY THE OWNER. uART'HA PACF ~ . ~I ~ KEB B/04/99 4 OF 6
---SS--- = SANITARY SEWER 2) THIS SURVEY SUPERCEDES SURVEY DATED DB 883 PG 821
-p- = SILT FENCE EEL- -M 1994 BY THE EAST GROUP, P.A. 3) NO EASEMENT RECORDED ALONG SANITARY CHECKED BY Iv1B 21 PG 61
1 inch = 30 ft. SEWER CROSSING SAID PROPERTY. APPROVED BY C3
IN maim IS 7K P! TINS WAMM Ni TNE PROPERTY OF THE EAST GROUP, P.A. ANY USE, RAISE DISPLAY OR SALE OF THIS WRITTEN WOM OF THE EAST MKIM. .A IS SMMY PROM MTM , THE EAST GROUP, P.A. IM

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CLASS 8 ::;.p.:: . C~; ~ z CONCRETE s < '°,FNg ~Q UNDISTURBED a INE
CONCRETE / 6" WATER 6" OSkY GATE VALUES DRESSER COUPLING ~ ~ UNDISTURBED ' EARTH - y EARTH ''•q 1~5~°•
LINE STYLE 138 N \ co / UNDISTURBED ~.M ee•~ ~ EARTH '
i\/ ~ ~ ~ \ / 01 ~ N ~ \ i \ /
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6" FLGzPE o 6" DOUBLE CHECJ( PIECE (2 REOD) ~ ~ \ •i`';•d.' TRENCH ~DTH 12" , KEYNOTE /LEGEND / = q :;a.;;:;: TRENCH WIDTH 12 ~ i ~ ~ /
VALVE 4' CHECK VALVE a ~ ; 4• W 3 4" ALL RIP 6"x4" TEE /~j ~ / / / B D 4._~~~ f CLASS B ° ~ ~ ~ CLASS 8
, SLOPE SIDES AS 1 '.:;a:,:;: 4S p CONCRETE _ ::.~a;;:,:° v 45 p CONCRETE
SUMP PIT 4" UNE ~ ~ ~ ~ / NECESSARY FOR z p w
~ ~ / CONSTRUCTION / 2" PVC DRAIN W/ TRAP FRAME & SOLID COVER 2 i/2"x2 1/2"x4" ~ o a t:A.:..;. N _
ABOVE, DEWEY BROS. SIAMESE FIRE ~ ~ ~ ~ x / ~ _
m ~ a CB-SO-6 OR EQUAL C~INECTION a i \ UNDISTI . U = UNDISTURBED = z
PLAN z ~ ~ ~ \ / i EARTH N / _ EARTH :~~a4:; ~ \ \ a ~ ,:p N

~ PLAN -BENDS > SECTION PLAN -TEE SEC110N
PRECAST CONCRETE ~ w ~ 6" OS&Y GATE VALVES 8' vaulr ~ o a BUTTRE! BUTTRESS DIMEN~ONS
6" DOUBLE CHECK m ~ ~ BUTTRESS DIMENSIONS
VALVE(WATTS~749-OSY) 4' CHECK vALVE o a o _ PIPE 22 1 2 BENDS W 3 4'BALL DRIP ~ F a 1 2 BENDS 45 BENDS 90 BENDS H B. L H C D
s" wa R / / i ~ \ SIZE L H TE _~v, L H l H L
FROM GTY TO FlRE ~ UNDISTURBED SOIL 0 1 0 1 0 1 0 1 „ " „ °z °z .
SYSTEM PROTECTION ~ " ~ " 0" 1' 0" 1' 4" 1'-2" 1'-10 1 6 , w w
SYSTEM 8 1-0 1-0 o.D. of 12" 1'-4" 1'-4" 12 2-3 2-0 ~ ~
°D 1Y PIPE 12" MAXIMUM SIDE '-4" 1'-4" 1'-10" 1'-10" 2'-N" 2'-3"
PRECAST CONCRETE CLEARANCE 2" PVC DRAIN W/ TRAP SUPPORT BLOCKING NOTES: NOTES: B. D, =BRANCH DIAMETER
NOTE: ALL PIPING & FlTTINGS INSIDE 1, DIMENSION "A" SHOULD VAULT SHALL BE FLANGED " " BLE WITHOUT 1. DIMENSION "C" SHOULD BE LARGE ENOUGH TO MAKE ANGLE "A" ION A SHOULD BE AS LARGE AS POSSI EQUAL TO OR GREATER THAN 45°,
CTION A-A END DucnLE IRON INTERFERRING WITH THE E :RRING WITH THE MECH. JOINT BOLTS.
2. THE SHAPE OF THE BAI I THE BACK OF THE BUTTRESS MAY VARY AS LONG 2. DIMEN~ON "D" SHOULD BE AS LARGE AS POSSIBLE WITHOUT APE OF INTERFERRING WITH THE MECHANICAL JOINTS.
AS THE CONCRETE IS A CONCRETE IS AGAINST FIRM, UNDISTURBED EARTH,
3, BUTTRESS DIMENSIONS .SS DIMENSIONS ARE BASED UPON A SOIL RESISTANCE 3. BUTTRESS DIMENSIONS ARE BASED UPON A SOIL RESISTANCE
OF TWO TONS PER SQ, TONS PER SQ, FT. AND A WATER PRESSURE OF 150 P.S,I. OF TWO TONS PER SQ. FT. AND A WATER PRESSURE OF 150 P.S.I.
1 BACKFLOW PREVENTER VAULT DETAIL
N.TS. WATER MAIN TRENCH DETAIL C5.1 2
C5.1 THRUST BLOCKING
3
C5. ~ N.T.S,
2'-0" DIA. CONC. 2'-0" DIA, CONC. DIA, CONC.
COLLAR COLLAR THE CONTRACTOR SHALL NOTIFY ENGINEER FOR INSPECTION I NOTES:
OF ALL SUCH CROSSINGS PRIOR TO BACKFILLING, FAILURE / ~ 1, DIMENSION "D" SHALL BE LARGE
TO DO WILL RESULT IN CONTRACTOR HAVING TO UNCOVER / ~ SO .a ~ WATERLINE FOR CROSSING INSPECTION. 24 HOUR ADVANCE ~ ~ ~ N E"A" / ~ ENOUGH TO MAKE A GL
NOTICE IS REQUIRED FOR ALL INSPECTIONS. \ ~ / EQUAL TO OR GREATER THAN 45'. / ~ ~ / NOT INTERFERE 2. CONCRETE SHALL
' / ~ . • / / \ WITH MECH. JOINT FITTINGS.
ONE JOINT OF D.I.P. ONE JOINT OF D.I.P.
ADJUSTABLE RETAINER GLANDS (TYP.) RETAINER GLANDS (TYP.) CAST IRON USTABLE T IRON
M.J. 45' BEND (D.LP.) M.J. 45' BEND (D.LP.) ' ` VALVE BOX W/ VE BOX W/
REMOVABLE COVER LABELED IOVABLE z CONC BLOCKING SIZE +ER LABELED ~
' "WATER" TYP RARY SEWER (D.I.P.) ( ) ,TER" (TYP) o PIPE
i SIZE W D
w~
DIP GATE VALVE E VALVE 6" 1'-3" N o z
D.I.P.
N
r
RETAINER GLANDS (TYP.) RETAINER GLANDS {TYP,) PLAN VIEW
M.J. 45' BEND (D.LP.) ~:0: p. M.J. 45' BEND {D,LP.}
CONCRETE BLOCKING CONCRETE BLOCKING A
MINIMUM 20 LF (10 EACH SIDE)
TE: OF DUCTILE IRON PIPE -CLASS 50 NO CENTERED AT POINT OF CROSSING
PLACE CONC. BLOCKING SUCH THAT IT WILL (SANITARY SEWER AND WATER MAIN) NOT INTERFERE WITH REMOVAL OF BOLTS. ALL INTERNAL JOINTS TO BE RESTRAINED CONC VALVE i /i i NC VALVE
SUPPORT PPORT
(SEE NOTE 2) :E NOTE 2) W
WATER/SANITARY SEWER CROSSING DETAIL 4
C5.1 5 GATE VALVE DE
VALVE DETAIL
C5.1 N.T.S. REV. DATE REVISIONS BY
N0.
D D D
24" SQUARE CONC. PAD
24 SQUARE CONC. PAD BITUMINOUS CONCRETE 4" REMOVABLE THREADED PLUG
DEWEY BROS WEARING SURFACE DEWEY BROS FINISH FlNISH GRADE 4" ¦Engineering¦Architecture¦Surveying¦Techno6ogy
MH-VA-4 MH-VA-4 GRADE „ „ STONE BASE CASTING W S" Boz 7305, 324 S, Ewns St., Green~lle, NC 27834 252-758-3146, 252-830-3954 (fax) Boz 929, 1tm N. Queen Si., Kinston, NC 28501 252-523-0832, 252-523-3023 (Fax)
CASTING W/ S . D
\ PROJECT TITLE
v t. v ~ v /i a d. v Q~ v v aa. ~vv~ a.. a ~tD a 7 v v ~ Q'Q. d'4'~, "
~ v v a a ~ a ,4. d o v a 24 SQ. CONC. SLAB
r ~ 4.4 ~ ~ ~ \ / FOR CLEAN OUT IN EARTH 4" PIPE
1 ^ SEE DETAIL THIS SHEET ( v v v v \ / FOR CLEAN OUT IN PAVEMENT) iT~ ~
SANITARY SEWER 3000 PSI SANITARY SEWER 3000 PSI Cit of Kinston Lenior Co., NC
CASEMENT CLEANOUT CONC ENCASEMENT CLEANOUT CONC EN DRAWING TITLE
PLUG PLUG AT END
OF LI OF LINE
CLEAN-OUT DETAIL 6 PROJECT N0. nnnn~ n SCALE
L A
i y:1uL 1 u AS NOTED
DRAWN BY DATE SHEET NO.
KEB 8104/99 6 OF 6
CHECKED BY
C5.1
THIS DRAWING IS THE PROPERTY OF THE EAST GROUP, P.A. ANY USE, REUSE, REPRODUCTION, DISPLAY OR SALE OF THIS DRAWING WITHOUT WRITTEN CONSENT OF THE EAST GROUP, P.A. IS STRICTLY PROHIBITED. ® COPYRIGHT, THE EAST GROUP. P.A. 1999

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i SI TE IENaR AyE ~r dOe~/J~ ~,1 eee P R ala,~
w 30 MIN. HEIGHT AT z PLANTING tM~ 8811 Iala IV 0.
~ =W ~ ~++NGt~y sr 1 l
WAX MYRTLE KEYNOTE /LEGEND
SAN L W ~AVp E~EAEGNUS A
LaNnc e~ Nc R - ~IRD 15 30 M A T URE NEIGH AD T
CAMEL LIA NC CRID
I ~ CREPE MYRT LE CHERRY L ARREL
JAMES C. WOMBLE , MICHAEL AND CYNTHIA MALLARD i I and WAYNE AND CAROLYN BALLARD I I K DARLENE HUG O U S A D O G WO GINS O D and wife DB 946 PG 425 DB 88 NAD 83
NO TOISCALE EPK MAE B. WOMBLE 6 PG 719 CHERRY _
DB 578 PG 26 I i N 0T " ( I 26 52 E
- - - _ _ N 07'48'57" E EIP I EIP
~ ~ I ~ X 8.0'
ui 277. . I ~ • II
I ~ , ~ _ _ - ~ II I
w KINSTON CITY BOARD OF EDUCATION ~ ~
= I x 0~ ~ ~ ~ DB 578 PG 26 ~ ~ ,i ~°i'}OP'-1 Lt)U SF N 'tip MHTOP=46.28' II Is ~ oP D6 691 PG 610 E 8„ INV. = 42.03'
° ~ FT ~ yyN{ N o U URE EXPANSION ,i ~`3rn~~ W8 INV.=42.05 IlE ~ 4
~ O a0 + 4,600 SF i ~ ~ z b i ~f!! ro II
I !f I! ~ ~ 200.00' EM 2.5' G (TYP.)
I ~ 148.36 ~i N YNd _,..y HOP: 1200 SF I; 39 E T NIP
EPK EIP CLF " N 07 27 39 E 60'
(CONTROL L1 I CORNER) ~I 175'-0" I'` r" G
E P a. ° ° ° ° ;;3 r, . I w.
PP N ~ ~~r if'~._ ,r
f L. W o I fi~ u'Kle~ I ,i i„ ~ o ill ° r ~
\k~, ~ DUMPSTER I i r'ma W~ PAD ~ f~ .r 61 ~ . ~ N, i ;
I I = { I ~ - I V
~ I! Z I i~ - °e ~ ~ . I , CB HOOD ~ 48.34
.._..__.._a.._..~,~...______...~..._____ ~ S 15 INV. ~ 41.89
I I, ~ ~ n
- ry Z ~ !I I ~ M i7• ( I i t~, I
( ~ ! .._f.... ~ _.~Es i ; I ~ ~ a ¦ 45.89'
I ' 30'-0" E U) - ~ ~ E 19' NV 41.81'
! ~ i. it l~ ~
~ ~ ~H OH Q SITE BENCHMARK I O I ! ' o ® U I' Il~ I _ I Q i ~
BOLT 04ER LARGEST N ~ I 'iI MW FLANGE ON FIRE HYDRANT I ~ i III _ FOOD 110N ; . I;
ELEV 77,02' N ( rr TRANSFORMER I r ~ ..,___.,,.___._,.~.._-r I! PAD ~ !ii t' rt`. I~~ ~ ~ ~_.,_.w..a..a.~_. ~ ; ,
' HC HC f ' _u ~i'r' , I
i ii ~ I_. 1 ~ I it Q 1~3 1 U ~ ~ I ~ a TOP ~ 4485
I I ; j' ~ , --k,41 I ~ ; ;;I , ~ 37,800 SF ~ ~ ~ III M ~ 19' INV ~ 41.05'
( ~r r Q ; 'I ~ F.F. ELEV.=47.50 I ~ ° ! 19' INV. 41.09'
it ; ; II w3 I ~ r~ Y ~ ~ i~ . ( X13
LL 1• ~ I ~ !i hl ir{ L LOL Q ( ~ I I t ~I I I~ I
(n m ~ ' q! - I ~
1 ~ i; i-- I I ~ r, n ; ~ ~ I- ~ ~ I'i~ ~
z=o I 0"0 I if o ~ : j=a ~ w 0. JH ~H ~ O U r it ii ' i it I ~ ~ Q ~ !~R l,> ~ I Y Q ~i4 IG r ~ ~
U ti, , I~j I Z ~ Q cu Ef~ ~ ~i~ Qm
Z ~ I { i (Il N Q 0. Oil d I 115 ~ ~ 3 ~ ~,o. f ~ Q J
U ` ~ li~_____~_:, _ W = JQ I f y~' v.,: ...mot 3 H f/) m ' ~ ~ H ~ Id qtr I ±3 m I O ~N
_ a ' _ G! , ; I , ~ Z ~ Q a~
~ O ~ c~ ~ I - . ~ z U I I( O I Y i p i,, Z. E-.. U
~~V I,~ , n Y O I ~.0 41-8 ~i + ;II ~I lr~ZQ i u° ~i 3 t0 O m
~ a ~ i~ ~ III - E I
~ ~ ~ o I'' i' !I ~ I I o: o ~ co
" ~ i ~ I' I i--ti i i'I ~ ' 3
~ o I ,I
' ~ I 4 " .A 0 , .
~ H ~ ..ll ~ ` ~ I' DI TOP 44.29' j ~i 'i 1 ~ I r i _ ~ ~ i', ° ~ , ~ (9E 15 INV. ~ 442'
d _ - ::___._.._.._.vw~:~~~ . III e FUTURE B0~ _ ~ , 18r R ~ W 18r INV. ~ 40.86' w
NPK III a EXPANSION
1000 SF SHOP: 1200 SF N o ( ~ 50' ~ M N t ' I ~ N ~
MH TOP=41.43'°.. o N ~ fi u° QO ° III
N N INV=30.32 I11~''` _ S INV =30.26 I -wµ-~ ~-_SSMH TOP = 41.52' i;. I ; DI TOP ~ i ~ I,
W 15 INV=30.41 III _ N. INV. - 30.89 ~ ~ E 18r INV. 40.20' ~ W 18¦ INV. ~ 40.05' - - - ~ 3
~ - - S ~9~ E, INV. = 31.11 ~ _ - 23 S + o - -~Y;,, ~ ,-~=°_~r I S MH TOP - ,~y~ y - - 44.59
° ~ ~U if 1, N 12 INV. _ ' 36. ~ ° jl . I I »
ca I SS- - a ~ I S 4 INV. = 39.99' I p 1 j (I , - i ~ ;I I ff i I ~ /,~G S 12 INV. =36.6
-SS- - - - - - 6.1 T 46 " ~ - 'N f m . W INV. = 39.95
I ( ) s- ~ „ z m SSMH TO = 39.90' S 00'3207 W=26•gg'`„S I ~ I z j.
~ 214, TERN=31. 0 O~S~ 07 S6„ ~I SS- ~ T.C. _ ~ ~ _
~ EDWARD AND PEARL OLIVER 0 C N,C.G,S.M. ~ 56?g~ and THOMAS AND MARIE NORTON 1 /s` + w ATM ~ _ _ 'q ; ~~12" T.C. 9~
~ "HOOD 1967" DB 346 PG 265 o cn y e ~S ~2~ ~ , ti s. I = e .8 . , MH ToP 44.as
N - 554881.2617 FT. E R R ~ w q " E ~ SE 24 INV. - 39.65 NC 4 , /Tt _-.-.._._..._.._m-M.~._--- &T- NW 24 INV. = 39.61
o E = 2420691.6883 FT. S 06' ~ I I .90 35. I J' ' ; ~p' DATE RENSIONS BY
I S ~ - r ~l c' CB HOOD ~ 45.03' ° ~ ( /
435'47" W S 01'17'02" W I ~ ~ I SE 24 INV 39.41 :~.~,w 8 T.C. ~ SYII 18" 91V. ~ 39.93'
3 LEGEND I I ~ GW r ~ ri' ; ~ NW 24 INV. 39.93' i 3
a~ W I W EIP =EXISTING IRON PIPE ~ v, O
in EPK =EXISTING PK NAIL Z I EIS =EXISTING IRON STAKE I I ~
~ EARL E. MOORE, Jr. _ ERRS =EXISTING RAILROAD SPIKE EVELYN GARDNER I ~ r D D D I ~ 24 RCP
z ECM = EXISTIN I and wife I Q C9 - G CONCRETE MONUMENT TINA MOORE DB 788 PG 726 I ~ N.C.G.S.M, NIP NEW IRON PIPE I DB 919 PG 918 ~ I I '
"ATLANTIC 1967" NPK =NEW PK NAIL O U ti~ I S,. YLON SIGN
N = 554565.9605 FT. R/W =RIGHT OF WAY Z I J ~ ° ~ d'' FOOD LION q Tpp . Engtineerang Arch4teeture Stirueying¦Technology
E = 2422364.6377 FT. ~ =CENTERLINE W I m -E- =OVERHEAD ELECTRICAL -I ~ ~Oo ` ~'1 ( ¦ 8ac 7305, 324 S Evana Sk, GranaM, NC 27834 252-758-37 ?52-830-3954 Fmc E 24 INV.I ~ x•08' ~ ao« 929, goo x. aaan st., Khataa, Nc 28501 252-52a-oa3z x,2-sz3-3o2a F~ I
- E&T - =OVERHEAD ELECTRIC & TELEPHONE NOTE : d ~ ~ NW 24 INV ~ 39,35 I I s3 ° i I ~RaECT nnE
-T- =OVERHEAD TELEPHONE COMBINED SCALE FACTOR = 0,9998699 I ELY J. PERRY GW -GUY WIRE O ELY J. PERRY ~ ~
DB 909 PG 388 PP =POWER POLE ALL DISTANCES ARE HORIZONTAL I ~ DB 909 PG 388
EM =ELECTRICAL METER GROUND MEASUREMENTS IN FEET M8 21 PG 61 M8 21 PG 61 ~ I~
ET =ELECTRICAL TRANSFORMER AND DECIMALS THEREOF UNLESS AL =AREA LIGHT NOTED OTHERWISE. eh ~ ( I I ,
TB =TELEPHONE BOX ~ ~ ~ ~ ~ 2.5 C&G (TYP.}
RCP =REINFORCED CONCRETE PIPE ACR S H _ EA A D GE D E TR ATA E E S CB CATCH BASIN SOURCE OF TITLE S~ ~ ; ~ > ~ ° ~ I ,
DI =DROP INLET 5.42 AC. APPROX. DB 197 PG 25 W N ~ Cit of Kinston, Lenlor Co., NC
MH =MANHOLE BY COORDI RED MAPLE NATE METHOD CO =CLEAN OUT EXCL, R\W N I DR~rwNC 11TLE S ' r
wF =WIRE FENCE WILL 0 W OAK 363 , PP 19 RCP
CLF =CHAIN LINK FENCE LINE DIRECTION DISTANCE 7y N I ~ ~ ~
WV =WATER VALVE L, N 07' WATER 0 A K PIV =POST INDICATOR VALVE 27 39 E 23.45' NI)
FH =FIRE HYDRANT PARSONS JUNIP 3 ER
WM =WATER METER NOTE: THIS PROPER 0 = NO POINT SET TY IS LOCATED IN ZONES A, B & C AND 9~? , ~ CB H000 ~ 44 45' ~ ~ NI
T.C. =TERRA COTA IS PARTIALLY LOCATED IN A SPECIAL FLOOD HAZARD LIRIOPE I S 15 INV 38,91 30" RCP
AREA AS DETERMINED BY N,F.I.P, RATE MAPS DATED NOTES TC =TOP OF CURB ELEVATION JUNE 15, 1982, COMMUNITY PANEL N0. 1 / INV. ~ 35.98' ~ V Y ; PROJECT ND. SDq~E
FE -FINISH ELEVATION 370145 0015 C. 1) NO STRUCTURES WERE LOCATED AND SHOWN EP =EDGE OF PAVEMENT ELEVATION ON THIS SURVEY. LOCATION OF STRUCTURES TO BE N I ~ 990210 . ~ ~ 1 =30 JESSE W. PAGE, III N~ e4k
H,P. =HIGH POINT x o 15 ~ so PROVIDED BY THE OWNER. and wife PP II I CUC DRAWN BY DATE SHEET N0.
-SS- - =SANITARY SFWFR I i i r ~ T~ - • I/ADTUA Dnnr ~ • I -~.I VCD O /AA /AA n nr n
c~ irna aUmVtT ZpUrtKUtutZo Z~UKVtT UAILU = SILT FENCE 1994 BY THE EAST GROUP, P.A. ixnrNinn W. FMVC OI rNcU v/ VY/ aa z VF o DB 883 PG 821 CHECKED BY
3) NO EASEMENT RECORDED ALONG SANITARY MB 21 PG 61
1 inch = 30 ft. SEWER CROSSING SAID PROPERTY.
C6
THIS MANIHG IS THE THIS DRANING IS THE PROPERTY OF THE EAST GROUP, P.A Y USE, REUSE, REPRODUCTION. DISPLAY OR SALE OF THIS DRAVANG 1ITHOUT WRITTEN CONSENT OF THE EAST GROUP, P.A. IS STRICTLY PROHRIIIED, COPYRIGHT, THE EAST GROUP. P.A. 1999

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FAIR- a s 2nB2
W' ~ FIEID !~e ~ i
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VERNON qyE a J .,,q S,, P. R
Qf
51TE L ~ ~ ~ ENNR A1~ r~
~ W z
~ m s WASNfNCigy $r KEYNOTE /LEGEND
I m I
Ac,wnc A vE
a~~wnc e; Nc RAf lROAO
NC CRID ~
~ MICHAEL ANG C i'NTHIA MALLARD ~ JAMES C WOMBLE ~ and WA'fNE AND CAROLYN BAL~ARD ~ GARLENE HUGGINS NAP 8
VI INIT AP a~d Wlre
NO T S MAE B W0IABLE DB 9a8 PG a25 DB 886 PG 7'9 0 CALF EPK DB 578 PG 26 ~ ~ N 07'26'52" E
~ i i6a.46' BUI~[3INC 11E
- - - - - - N 07'48,57" E EIP V-- - - - - - - - - - - i
~ EtP 83.40' WF ~ 277.01' ~ I
~i ~ co _ _ _ _ CP
3 ~ - - r - - - - - - - - - - - ' ,i I~ I t5.
w KINSTON CITY BOARD OF EDUCATION ~ 'v ~ O I ~ ~ ~j s DB 691 PG 610 ~
DB 578 PG 26 M a0 SHOP. 1200 SF cv i I i o?P ~ i I ~ ~ ~ T o I
o N ~ o FUTURE EXPANSION ~ I 4,600 SF ~ u ,
Z ° ~ 200 00' EM 2 5' G i r ~ P
00 TRASH p I 148.36' SHOP: 1200 SF N r N 07'27'39" E ~ NIP
PP ~
EPK EIP N 07'27'39" E EIP 60 (CONTROL L1 ~ ~ GW R30.0' PP
I I CORNER} ~ 30.00' ~ ~ SiT ATA:
E ~ 8 ~ PP . I ~ i i A ~ I i I i 14k1
PP N ' . I ~ ~ ~ ~ ~ DB ~ 97, P 25 to ; i I ; I I
W RETAINING i I I I i i I ~ i ~ LOT AREA = 5.42 ACRES i ~ I ~ ~ I
5,50' WALL 8 R4.0' ~ P4.0~ B46 C~
. ~ ; i ~ j z ~ I I O I c _ I ( ~ ~ ~ REQUIRED PARKING .,TALCS 189
Y `xli g ~ (1 SPACE PER 200 S0. FT OF FLOOR SPACE o
zdE Yc,., 9F: d ~ ~ STANDARD PARKING STALLS - 188 ~ ~ ACCESSIBLE PARKINr, STALLS 'ADA - 8
_ ~xti , ~ z AR A I~"HT TYP. E ~ ~ ( ) I Rto o~ ~ 7 rP.) I
SEE LIGHTING PLAN ~nrJ ~ TOTAL PARKING STALLS - 196
B' I I i ~ i I UVICF~ ON SITE, i ~ ~ ~ ~ i ~ ~
rw. OH I i ~ ~ ; ~ I ~ ~ ,
OH i Q _ ~ 89.5' ~ l ~ I ~ i zo ~o oo' ~ Q ~ I la ~ ~ I ~
SITE BENCHMARK I I o ~ M W - + BOLT OVER LARGE;T N ~ i ~
FLANGE ON FIRE HYDRANT cp FOOD ~ ~ I ~ i ~ TRANSFORAiER I I i ELEV = 7202' N p~ ~ HC HC ~ ~ ~ I I l l l I I~ ~ I ~ i i ~ ~ ! i ~ ~ ~Ii P A NOT S~.
I ~ j . ~ I j i ~ I i . ~ ~ 20 ~ ~ ~ E L N E ~ ~ 1 I I I ~ I Ra 0' a 0 1 At~ PARKING ~O1 DRIVE DIMENSIONS, ANGLES ANp RADII
' 84.0' R4.0~ I ~ ! I i ~ ~ ~ Q ~ i I j ~ j ~ ! ~ U I I i APE r0 BA(~;K i)F CURB WHERE APPLICABLE.
PP g' y'I 7 F 3 ,085 S ~rrp. IT,P, I ~ ~ of ~ PARKING Lo7 SFAL~ BE STRIPEC) IN ACCORDANCE
ft~P 1 c~~ ~ ~ WITH ~"NIS PLAN ~ ~ i
} F.F. ELEV. = 47.50 ~ j ~Q i . I ~ 00NTRAC?OP. SHAD NOTIFY THE PUBLIC WORKS, STREET n'~ b~ 19.00' ~?-00 t~ C~o~ ~ 18 50' I MAINTENANCE DIVISION 48 HOURS PRIOR TG MAKING
w 3 16. ~ Y 3 65.00' I w U
li. Q 19.00' 27.00' 19,00 '.8.50' ~ ! i ~ ° ~ ~ CONNECTIONS 1C EXISTING STORM DRAINS LOCATED WITHIN THE 11 I I ~I ~ ~ ~ I ' I ~ I P~iBIIC WORKS DRaiNbr,E EASEMENTS OR PUBLIC R/W.
~ m ~ 15.00 1 ~2 00' ' F- ~ ~ ~ ~ ~ c 19 00 I 3G " 0' - FPm W Y
H a ' j Z Q - W~ ~ j I Q ~ ~ ' ~ ~ ~ ; I ~ ~ ~ U j ~ , 'I i 20 ~ 8 00' I - _ ~ ~ ~ }
0 ~ ~ ~ 8 ~P y~~ ~ Y j ~ i I Z Q i ~I Q - -r-__-~--~-~-+._-.-+---r-.. _r-- I U ~ ~ ~ _ t _ _3m
I ~ ~ a _ ij i ~ --_~a I Q~ I O
R4. Q' 7 J ~ HC M~.I I O n ~ ; i Z 84.00'- ~ w ~ ~ U~ 27.0' 3 ~ ~ ~ ~ m~~ Q 20 !I ~ ~ Z ~ ao
~ ~ <I
m°D ~ al Q R 12.0' ~ ~ ~ ~ ~ ~ Z U
3~0 84.0' ~ 2; ~ - a.M i YI ~ °o o Y I ~ ~ ~ ~ _ ~ j ~ (9 m ~ -
3 0 0 < a i j ~ ~O
~ m 84.0' ~ j ~ R4.C R4.0~--~ i-R4.0' ~ _ ~ ~ (0 ~ i
~ ~ z ~ ~ ~ ~ , j ~ j, ~ I ~ ~ ~ ~ ' I ~ i
~I I to I^ ( ~ I~~ t I ~ I i ! ~ I ~ - _ C&h iT,i, ~ i 10 I ~ 1 10
' ~ ~ ' i Iq ~ ~ ~ ~ ~ I 3~, i ' ~ ~ ~ ~ i ~ i I - I i ~ ~ i i , ~ ~
N ~o I ~ R ~ SHUf .2,400 SF ~ - ~i ~ ~ w
I ~ Oq MH ~ ~ A- ~ I ~ ~ iv
~ ~ 8165.00' 0' ~ R a 04' R4 U III I ~ ~ N o III -R105 0' ~ ~
NPx 'N ~ oil I M H o m O m V ~ M i i ~!i i I N
O \ ~ m „~1 ~ ~ O ~ ___-_+il ~ i ~ I
rn - 1 N I Y Roo oo' - ~ - ~R2oo oG~ R~J~-1 OI R° ~ M~ i~ F 1 i I
~ a - ! k~ a ~ ~ ~ C - 18 i ~ I ,
~ ~ R13G 00' `L R''3 .0 ' iI
. I S2" p ~ j 3 ~i ~~3' ~ ~ ~ I ~ I ~ ~ I
W - U ~ r - I ~ I ~ ~I I i
a w 3 ' W x~ ~ I ~
c 0~ ~ ~ i ~ ~ ~ I
Z RETAINING ~ ~ ~ Ol' - ~1'c- ~ I R3';.~. ~ " \ ~ I ATM ~
> / EDWARD ANG rEARL OLIVER t567 ~ -~C ' TF~ TF ~ z ~ ~ ~ ~I /S ~s4 ~ Rs ao' ~ 0
N I~G.S.M. Gnd THOMAS AND MAR'~~E NORTON ~ ILD~~~~ r;~'BU ~ ~ ~ 11 ~[4 RE415(_[~ BUILDING GRAN KB eR \ ; ; ~ , ,
'HOOD 1967" DB 346 PG 265 j = ~5. / R ~ - qN N = 55488 2617 fr ~ 'a ~1. ~ I qN Cy ~ ~ ~ t'~T REV
~ E = 2420691 6883 FT ~ 38.90' --=3555 } ~ 4 00 Na DATE PEN;i0N5 BY
T _ ,~I ~ ~ i
I s ~a 3 ' w Q 5 47" W S 0~ , ~2 3 o ~ I r \ j I
I 3 LEGEND W W o \ ~ i i
~ O _ ~ I
EIP =EXISTING IRON PIPE Z ~ ~ EPK =EXISTING PK NAIL F- ~ D D D
~ EIS =EXISTING IRON STAKE ~ EARL E MO RE ,Ir ~ Z 0 ~ ~ tl \ ~ ,I
ERRS =EXISTING RAILROAD SPIkE ~ and wife ~ EVELYN GARDNER Q TINA MOORE D8 78B PG 726 ~ z ECM =EXISTING CONCRETE MONUMENT ~
N C G S.~1. NIP =NEW IRON PIPE ~ G8 919 PG 9 i n - ~ s, YLON SIGN I
"ATLANTIC 1961" NPk =NEW PK NAiI ~ N = 55a565.9605 FT. R/w =RIGHT OF wAY Z J R30 0-' ~ i ~ ; ~Engineering~Architecture~Surveyting~Technology In1 LION 4 ~ ~ C p., Bor 7}05, 32~ S Evone St-, C+eenv~le, NG 2)634 252-758-31~b, 252-8.~-3954 (Far)
E = 2422364.6377 FT CE =CENTERLINE J m ~ ~ ~ Boy 929, X00 N Queen Sl. K'u~ston, NC 26501 252-523-0832, 252-523-3023 {Fax) G~
-E- =OVERHEAD ELECTRICAL ~ S ~ ~ PROJECT P~TLE
- E&T - =OVERHEAD ELECTRIC & TELEPHONE NOTE : ~ -T - =OVERHEAD TELEPHONE COMBINED SCALE FACTOR = Q9998699 ~ ELY ,1. PERRr ~ ~ .i J. PERRr ~
GW =GUY WIRE ~ DB 909 PG 388 ALL CISTANCES ARE HORIZONTAL ~ ~ CAB 21 PG 61 909 PG 388 B 21 PG 61 S 3~ ~
PP =POWER POLE EM =ELECTRICAL METER GROUND MEASUREMENTS ~N FEET 95 , ' 0 3~ ~ ~ ~
ET =ELECTRICAL TRANSFORMER AND DECIMALS THEREOF UNLESS ~ II I
AL =AREA LIGHT NOTED OTHERIMSE. I i~ i
TB =TELEPHONE BOX RCP =REINFORCED CONCRETE PIPE ACREAGE DATA SOURCE OF TITLE ~ ~ 49;.~ ~ I ~ I,r~ Cit of Kinston, Lenior Co. NC
CB =CATCH BASIN ~ ~ ~ I. 1RA1NNf- n7l r ~ ~ C ~
DI =DROP INLET 5 42 AC. APPROX. DB 197 PG 25 MH =MANHOLE Br COuRDiNATE METHOC N I 36. ~ NP~
CO =CLEAN OUT ExCL R\W
WF =WIRE FENCE CLF =CHAIN LINK FENCE LINE DIRECTION ~ DISTANCE ~ / q I
Wv = WATER vALVE U-~N_ 0T27 39" E L 23 a5' ~ ~
PIV =POST INDICATOR VALVE ' ~y ~ I I
FH =FIRE HYDRANT WM =WATER METER NOTE- THIS ~~ROPER'~ _GCATEC IN ZONES A, B & C AND
d
0 = NU NUN ~>t S PARTIALLY ~-0(rTED IN A SPECIAL FLOOD HAZARD NOTES 91 I
T_C = TERRA COTA AREA AS DETERMINED BY N F LP. RATE MAPS DATED - TC = TOP OF CURB ELEVATION JUNE '5, 198-7 "-~,~VMUNITY PANEL NO. 370145 0015 C. 1) NO STRUCTURES WERE LOCATED AND SHOWN PROJEC' NC SCALE 990210 1"=30'
FE = FINISH ELEVATION ON THIS SURVEY. LOCATION OF STRUCTURES TC' BE JESSE W PL I'E -)PA^' 8, DATE SHEET N
EP = EDGE OF PAVEMENT ELEVATION PROVIDED BY THE OWNER H-P. = HIGH POINT Jo ea 120 anC w~fF Q p I 4 r MARTHA G. PAGE KEB 8/04/99 2 OF 6
55-- - SANITARY SEWER 2) THIS SURVEY SUPERCEDES SURVE, DATED DB 883 PG 821 CHECrED B',
- fb- = SILT FENCE 1994 BY THE EAST GROUP, P A _ 3) NO EASEMENT RECORDED ALONG SANITARY MB 21 PG 61
I inch = 30 ft. SEWER CROSSING SAID PROPERTY. c 1
A TWS A A CROUP _ A. AN) It r OR A N _ A A 19

~ I
;Z J
< <i ~ ~ 'QO y . 9
z, Q z
i 2x182
o ~ FAIR- rCa:
W FIELD ~ H ~ ~ . ARDt ~ PARK w ~ NG qyE ~r '•.FNB I N EEC :••j`~S
~ ~ u~ .,,q 5,,. .,~f P. ~
RNON AVE a a w• w
t4 4~t
~ z SITE LEN ~ aR qyE
~ ~ KEYNOTE /LEGEND
o = WASHIN
m GIG~1 Si a
AtANiIC AVE
ALANRC ~ NC RAIL RGAp NC GRID "
p g3 NA
~ Mli;r+AEt AND CYNTHIA MALLARD ~ JAMES C WOMBLE 'and wA~NE AND CAROCrN BALLARD ~ DaRLENE HUGGINS
and wife DB 948 PG 425 D8 886 PG 719 VI ~ _
NO TO SCALE MAE E WOMBLE i N 0T26'S2" E EPK DB 578 PG 26 _ 164.46' BUILDING TIE
N 07'48'57" E ~ EIP
I - - - - - - EIP 83.40 WF ~ 277.61'
;n o ~P
~
I~ t5 ~ 69i PG 610 ~ I N DB
~ T R F DUCAT!ON N ~a O w KIN_TON CI.Y BOA D 0 E ~ m SHOP' 1200 SF N ~ pPP ~ I
DB 578 Pc 2s ~ ~ ~ FUTURE EXPANSION o ~ > >
0 1~ ~ o F ~ I r 4,600 S ~ 200.00' EM ~
z ~ TRASH O ~ 1 F cv Q~ 2 5' CI9cG i T rF N 07'27'39" E j NI
N SHOP. 200 S I 148.36 PP I
F. 60' GW 830.0', PP
EPK EIP N 0T2T39° E EIP (CONTROL L1 9 IS TE DATA: 30.00' ~ °7 ~
CORNER) E ~ a
~ PP GB 197, P 25 14 I
PF LOT AREA = 5.42 ACRES
W R TAINING I E
.5.50' WALL 8 • z 1 ~ I 84.0' 84.0' o 846. ' ~ I ~ 189 RE~~~IRED PARKING STALLS I
Y ~ ~l SPACE PER 200 SO. FT OF FLOOR SPACE
a °o STANDARC PARKING STALLS - 188 ~ r I _ ~ , A~CES~lBLE PARKING STALLS (ADA) 8
• ~ ~ AREA LIGHT TYP. 810.0'
z ~ ) SEE LIGHTING PLAN (TYP~) ~ TOTAL PARKING STALLS - 195 o PLAN ~ ~ f PROVICEG ON SITE)
_ ~s :.x 8, cn
TYP. pFl ~ ~ i
OH Q ~ ~'I 20 30.00' Q ~ i l 4 i
U R9.5' MW U ~ ~ ~ ~ I
SITE BENCHMARK p BOLT OvER LARGEST FOOp ~
FLANGE ON FlRE HYDRANT cD TRANSFORMER HC HC 20 , SITE PLAN NOTES: ~ 84.0' 84.0' 1 ALL PARKING LOT/DRIVE DIMENSIONS, ANGLES AND RADII
ELEV = 77.02' N ~ PAp Q U ARE TO BACk OF CURB Wr1ERE APPLICABLE. I
I R4.0' R4.0 II B' 1I9' 9' I °o PARKING LOT SHALL BE STRIPED IN ACCORDANCE
PP - 37,085 SF ~ c~ a c~ 1 ~ ~ W)TH THIS PLAN.
F,F. ELEV.=47.50 t 3 CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS, STREET 84.0 19.00 27.00 19.00 8 50 MAINTENANCE DIVISION 48 HOURS PRIOR TO FAKING
~ Q ,6. ~ g CONNECTIONS TO EXISTWG STORK DRAINS 10CATED WITHIN THE
W 3 Y 65.00' ~ t 1 PU~JC MiORKS ORA~IAGE EASEMENTS OR PUBLIC R/W.
W ~ U 3 1 0 18.50' I~- W Q ~ 19.00' 27.00 9 0 32.00 19.00' 30.00' PPm W Y
(n ~ m 15 00' Q Q °z ~ ~T O U
I~ ~ ~ v Z~O ~ wY U 20 8.00' - 2 ~ Q Q Ulm
Q = F- 8 R 4 0' ~ U z a a I o^ _ ~ a HC HC O to a Q J ~ I m I O
C~~Y R4.' ~ ~ ~ ~ z0 ' ; ~ O ti F- Q ao
Z U Ra Do'- a 27.0' ; UQ = a ~ i
m m Z . ~0~=~
a ~ 3 O O R12.0' ~ R4.0' _ o^ a t00m
a ~ M ~ O
~ ~ a N~ ~ 30 ~ ~ 3 ~ 84.0' 84.0'
m ~ o N R4.0 a z
N N 10 ~
g
~ ~ 30' o W
~ ~ ~ SHOP: 2,400 SF R 0 N
~ ~ '~Q as MH R165.00' N 84.0' ~ cv
~ 4.00' c .°o m Rt05.0 N
NPK ~ c MH Om ~ r~ °o m ~
0 135.00' 820.0' o ~ _ n ~
~ ~ ~ R100A0' o R200.00' 875. 18 84.0' 84.0'
N Om I
~ R130.00' ° m R230.0 ' IA S 2g• A (TYP.)
3 i h 23s?, 4
W ...r- S 13 46'28" 0 26.17' W\~ R' X6'28" W
~ ~ '07~ W-26. 2~~
G TYP. cv 00~ - 96 `S 2 . n 2.5 C& ( ) RETAINING ~ 70j'~ 2~0~' , s ATM R3o.o
z ?l~ WALL CA 40. 156?9 71E l1 w 4y\ ~A `~9• 88.00' t
EDWARG AND PEARL OLIVER DOING k S \~j 46• 1~ 11/24/9 RENSED BUILaNG PLAN K8 k
TH MA AND MARIE HORTC~J 2BU1 N.C.G S.M. and 0 S 5 0 e ~e~" R _ qN &T R
"HOOD 1967" OB 346 PG 265 " E 6 ~ p6.0~' S9 ro N = 554881.2617 FL 5 CH E 8114.00 N0. DATE REVI~ONS BY f ~ ~
a E = 2420691.6883 FT. ~ 38.90'- =35.55' s," m
~ Q ~ S 14'38'47' W 5 01'17'02" W 3 °o. Gw
a'.. ~
W W 3 LEGEND ~ Q ~ 8150.00'
S~, r d
EIP =EXISTING IRON PIPE Z ~ in EPK =EXISTING PK NAIL ~ ~ sS• ~
N ~ EIS =EXISTING IRON STAKE EARL E MOORE, Jr. EVELYN GARONER Q C9
~ ERRS =EXISTING RAILROAD SPIKE ( and wife TINA MOORE D8 788 PG .26 ~ z ECM =EXISTING CONCRETE MONUMENT ss YLON SIGN r • 'n ~Tech7wlo
N.C.G.S.fl. NIP =NEW IRON PIPE ~ DB 919 PG 918 O U 830.0' Pnp><neenlLp Archstectu a Surveys g py 4 ~ LION) sa 1J05. 324 s Eane SL. aw~~. ec 27834 252-15E-3116. 252-8J0-39'54 (Fm) AOe I Box 929. t00 K Wem Sl., Rindan. MC 28Sm 252-523-0832, 251-543-3023 (Fm)
"ATLANI1C 1967" NPK ~ NEW PK NAIL Z ~ N = 554565.9605 FT. R/w =RIGHT of war ~ m
E = 2422364.6377 FT. CE =CENTERLINE O F. PROJECT 1ITlE S~ w
-E- = OVERHEAG ELECTRICAL NOTE : Q. ELY J. PERRY 6~
- EdcT - ~ OVERHEAD ELECTRIC & TELEPHONE COMBINED SCALE FACTOR = 0.9998699 ( ELY J. PERR7 -T- =OVERHEAD TELEPHONE O DB 909 PG 3f DB 909 PG 388 s ~
Gw =GUY WIRE ~ ~ MB 21 PG 61 MB 21 PG 61 0~~~
PP =POWER POLE ALl 015iANCES ARE HORIZONTAL EM =ELECTRICAL METER GROUND MEASUREMENTS IN FEET ~ I ,
ET =ELECTRICAL TRANSFORMER ANO DECIMALS THEREOF UNLESS ~ ~ 25 C&G (TYP.) ~ ~ Sq
AL =AREA LIGHT NOTED OTHERWISE. TB =TELEPHONE BOX ' ~9~ W N I Cit of Kinston Lenior Co. NC
RCP =REINFORCED CONCRETE PIPE ACREAGE DATA SOURCE OF 11TLE ~ I DRAWING nnE
CB =CATCH BASIN s3s. PP MI
DI =DROP INLET 5.42 AC. APPROX. DB 197 PG 25 MH =MANHOLE BY COORDINATE METHOD `~~o N I I ~ ~ r ~
CO =CLEAN OUT EXCL. R\W 11
WF =WIRE FENCE CLF -CHAIN LINK FENCE LINE DIRECTION DISTAN
wv - WATER vALVE u N 07'2T39" E 23.45 9~
PIV =POST INDICATOR VALVE N I
FH =FIRE HYDRANT
WM = WATER METER NOTE: TENS PROPERTY IS LOCATED IN ZONES A, B & C AND 11 ~ PROJECT NO. SCALE
0 = NO POINT SET IS PARTIALLY LOCATED IN A SPECIAL FLOOD HAZARD NOTES T.C. a TERRA COTA AREA AS DETERMINED BY N.F.I.P. RATE MAPS DATED m 990210 1W=W*
TC = TOP OF CURB ELEVATION JUNE 15, 1982, COMMUN(TY PANEL NO. 370145 0015 C. 1) NO STRUCTURES WERE LOCATED AND SHOWN JESSE w. PAGE, ii eck C BY DATE SHEET N0.
FE = FINISH ELEVATION ON THIS SURVEY. LOCATION OF STRUCTURES TO BE and wife pp p I b~Rt MANN e K® 8/04/99 2 OF 6
EP EDGE OF PAVEMENT ELEVATION PROVIDED BY THE OWNER. H.P. = HIGH POINT JD 0 15 JD 40 120 2) THIS SURVEY SUPERCEDES SURVEY DATED MARTHA G. PAGE D8 883 PG 821 CHECKED BY
SS - =SANITARY SEWER 1994 BY THE EAST GROUP, P.A. M8 21 PG 61
-N- = SILT FENCE 3) NO EASEMENT RECORDED ALONG SANITARY
1 inch P 30 It. SEWER CROSSING SAID PROPERTY.

t
V ~i ~ 7 i
~ + ~ L /~j 'f . ~ i
2 • S1
FAIR- FIELD NAROt " ~ ~ " w
PARK NC qyE Z :t' S t
v. tiERNAN AVE
J a~. ~ p~t'~~• h i1'v • F. a r
SITE
~ ~R A~
KEYNOTE / LE(~NO
CiON ST
gUNDC A r
MANTIC
~ NC RAI~~,~ NC CRID
NAD 83
JAMES C. WOMBLE ~ M{CHAFE AND CYNTHIA MALLARD
and v~ife and WAYNE AND CAROLYN BALLARD DARLENE HUGGINS MAE B. WOMBLE DB 848 PG 425 DB 886 PG 719
NO TO SCALE EPK DB 578 PG 26 ~ ~ E N 0726'52" E ~ ~
~ EIP ~'YY1( _ N 0748 5T E EI~'
EIP 83.40' - 277.01' ~ ~,~-.1~`~-
N _ CP W
~ ~ - - - - TC=47.84 47.53 3 TC= 7.22
• ~ 47.50 N N DB 691 PG 610 1. All VEGEiAl1011 AND TOPSCII. SNAII S1ApPED FROM Fll AREAS
w KINSTON CITY BOARD OF EDUCATION ~ a~ ~ O , - ao ~rloP--12e6 SF N , w ~ PP PRK1R TO PLACNIO f1LL. ANY QUESTKlNA61E OR UNS{iITi1BlE SOR.
DB 578 PG 26 ~ ~ FUTURE ION ,i ~ , 01. o C0t~ITI0IIS SMALL 8E BRQUGHT TO THE ATTEIiflON OF THE E?K~FER. ' a TEAfPORARY INLET PROTECTK)N ~ 2, AFTER STRIPPNIO T0P5O~ AND PRIOR TO PUCWG FILL, n iS I~COMMt]iDED
ro ~ ~ 0 F ~ i ~ ~ ;5.
~ z s ~ ao TRASH p ~ , ' m % 200.00' EM ~ • , ` 2.5' G TYP. 1HAT ALL BUL6NG, PARKRIG AND DRIVEWAY AREAS BE ROLiED lA1M A ~ ( ) vieRATaIY ~ ~o casol~Te loon sots w a~ ~ sueoR~E. ~ I COMPACDON RESUU5 ff AT LEAST ilEi PERCENT OF TF~ STANDARD
N °n ~ .t t4s.3s' ~a SHOP; 1200 SF N N 07 7"39" E ~ PP PROCTOR MA1tlMIA1 DRY DENSITY TNLL ~ REQUIIFL PRKlR TO ENCNElR'S
CLF , x ' lu+w-~ttao , EPK ~ N 0727'39" E EI ~X x , TC=46.63 ~ ~ ~ PIFT. Gw ~ PP
CONTROL EP=47.34 1Pa46.96 ~ Lt ~ ~ TC=47, TC=46.44 ~ 3. ALL FILL SMALL ~ COMPACTED TO AT LEAST 0.~ix >lF 11# S1AAgA~ I"H PROCTOR MAK~NJtI bRY DENSITY (ASTM D698j.
CORNER) - E X RMP.I6~ PROP. a TC¦47.O9 TOP=45.74 ~ 4.6RA0MiC CONiRAr:TOR SMALL SEED AND MIA.CII ALL 0I58JRBFD AREAS
f'P t1ti4J.17 _ PP INV.¦41.91 TiC=46.80 ~ lVM N ACCdM?AllCE NqN Tt~ SP4:(~FICItTONS Mf'MN ~ DAYS CtRiPLET1011 OF GRA0Al6 WORK. tAt+ON C011PI.ETIGN OF fi# PRO,LCT,1IlE CENERAI
EP•~3.JS OON'IRACTOR SitALL NISTALL PEI6AANENi SEEDING AS OUIURD AI TkE
W RETAININ WALL A PIPES SMALL 8E CIEAIIED BY THE OEN- TG47.16 TC•47.t3 TC=46,4I ~ t>RAM~M;E TC•46.50 46.60 TG•48.50 ERAL CONTRACTOR 1O REM'O1E ANY SE0MIENTS THAT HAtiE ACCUYtM.AiED.
~~0 lF 1 ~ ~ C8 HOOD = 46.34' !L PA~lIT DESK;N N1 PARKRIC LOT SMALL ~ 6" AGGREGAtE BASE COl~
EP~4J.t1 z RN/MT.~O ' ~ ~ ~ Q r ` S 15" iNV, = 41.69' MITN 2" 1-2 BIRJMNOUS CONCRETE We.ARN6 StR1FACE PAI~EIYENT DESiCFI FOR THE BLRiDkIG SITE SHALL ~ 1000 PSI C0Nt0iETE PER
. .d0 DETAL 3 ON SHEET C5. PROP. a i TC~16.34
? ~ Ta1~~.74
g ~ 47.50 x. TC¦46.17 R~=43.74 : ~ DI TO 45.69' b. All PLAMiINC AREAS SHAD. 8E BACKfkIED 1M1H TOPSOIL AND RAKED TP=46.50. , N 15" INV. 41.61, DOWN, REM011N0 All C1O0S AND ROOTS, AND LEFT READY FOR SEEDRVO
b ~ . . DI . T ...43,50 ~ T +16,18 TC= . 1 ~ AND PLANTM~. I E 15" NV. = 41.61'
` EP.47.34 IN .=40.89 TIY~41.45 .
~ x FE+46•M _w y~",", Jai I
I R}~44.ZQ MW SIZE BENCHMARK p ' TC=45. I TC•48.02 R, ~
8011 4VER LARAEST a i t A.
FLANGE ON FlRE HYDRANT cp i } ~ 11 ~ ' ELEV - n.os N N ~ i• ~ 1G~1a10 v ~ TO•16.23 046.23 TC=46:00 4 X46.25 TC-
~ ~ „c ~ >ri.4'4.12 ~0~4Ab3 % ~ _
JI TOP 44.85 ' E 15" INV. = 41.05' ~,1
PP W PROP. ~ 37 085 SF TOP•43.00 iM 15" INV. = 41.09'
TEMPORARY , ' INk¦41,OG _ _ ~ ~ F, F. ELEV. 47.50
Q .CONSTRUCTION C5 ~ _ ~ - 7 . `ENTRANCE • / W 3 x TC=46. 48.44 I 1 TP•46.66
3 ~ 47. EP.41.34 I , - I
~ ~ ~ ' PPS W
N m ~ PROP. ~ ~ ,e. t~/4. _ , f",` fa• ~ Y T ~ U
M ~,~y.~o. , o ~ . I }a a \ ~ . o~. 1 { vim
~
Y l ~ '
U ~ ; V Q _ ,t ~ ~ a~
~ a .c
~ - PROP, q TC=46.29 TC¦46.29 TOP=45.40 f O m
~ ~ ~ - NiV.¦43~46
"t2 'r. Z TCti46.9A > ~ M~ , . `a t 3 TC i 4
ROCK ~ b° - ' TC¦46. " '
GHEGK ,"~'r . ; 41.50 y OAM ~ TC*48. ' TQ•~6.73 ~ b(' TOP ~ = 44.29'
' I ; , ~ 3 TCr454o . 7.50 . it _ , ~ - -S~sA ~ FP~47.34 . 2400 ~F . ~ 1e 15" INV. =40.42'
R ~ ,q~ , ~ ~ nw=4os8 ~ 0 1 RCP tN 18" INV. =40.66, w 1lis16.16 ~
~ _ ~ ~ ~ i l ~ f TC*46.t2 ~ ~ ti^ ~ TS'r46,T ? M ~
- NPK - ~ ( r j ~ I ~ . PROP. ~ g 1 N ~ m TOP=4#~0 ; n m
o ~ , ` ,~p .95 7.20` ~ ~a ~,11~ INVS43,23 , pl T0P = 44.2 ~
K1 ~ TTY 7 ~ Ay' a. N ~ A a .45.74 ~ ~ ( `'E 1~" RIV.I= 40.20'
' • , " _ , W. t$ INV. 40.05
\ ~ ~ r , , A9aJST ,rye I~ r k s A , ~G-+~~v ~{J
3 I t ` "'SS-- 8~3S : ~ ADJ<1•$T Mt4 . - _ . 1 45. s - EC it ~.:U
,ti ~ ~ a "1 Ir 't ~
• ~ , 1 r. ~ ~ ~ 45.76 ~
_ _ ~ , 1::. • / , i :9$
n 2.5 C&G T1rP.) r - S` p'32~07 x,28.9$' ~ )C ! i;~•.a OTC 0~ „ .,,.r ~ ~ 1/24 REYISS7:D BUILDING PLAN k$
w ~ Se \ AI~II ;aap = ~ ~ ,r T.C. ~4 a9, .
EDWARD AND PEARL OLIVER ~ •.~p 1 R61~--' W9l ~ _ ~ a7 0/T~I ADD SR.1 Flll(~ K8 ~,j .
lI;C.G.S.M. and THOMAS AND MARIE NORTON ~ - R "MOW 1967" DB 346 PG 265 - E Y E M. -
ro 'N ~ 554881.2617 FT. ty 06'Q~ ti ' ~ r ~ na. DATE 1~w~ars BY
n FT ~ Sr I o E 2420691,6883 n K, ' .35.55 ~ I Y *.w CB M000 ¦ 45.03 , i ~ • r: ~ P SE $4" -INV. ¦ 39.41'
Q ~ .S 1 ~ ' W i'"r i 4'35 ~ pT~t~02 ~ . • - . SW t!f" DIV. 39.93 c GW
_ ~ 1 • 0 ` ~ I TC=45,00 ~ ~ NW 24 INV. _ ~ 39.53'
3 IEGEND W • ~ \ f
a 1 EIP EXISTING IRON PIPE Ss ~ ROCK 1 : ~ <.:; - ~ • c a ~
in EPK . EXISTING PK NAIL 1 f" ~ , I y' {mss ~ 24" RCP
EI$ =EXISTING IRON STAKE ;EARL ~ EVELYN GARDNER ~ - PIK Q ERRS -EXISTING RAILROADS E ( grtd w(fe 1 OB 788 PG 726 I \ l
z ECM =EXISTING CONCRETE MONUMENT TINA A140RE ~ ~ , J~ ~ R \ d--'` \ ~~1... ~ ? ~ATCh~Cf'lil~B~$4~T1Ji n ~J 6W6 ~ a
N.C•G.S.~I. NIP =NEW IRON PIPE f ~ DB 919 PG 918 ~ " NPK =NEW PK NAII P O I U ATLANTIC 1967 Z ~ s # ~ tIP • 4.08 i; r ` " _ Da 7JD6, 3E1 S LwIM ~~4M NC Y1634 232-153-311; Yb1~dJ4~3~f1(fa) .
N = 554'365.9605 FT. R f W 'w RKiHT OF WAY ~ l? ` t a T4 INV.I~ 39.08 4 \ '?'s Nw 4" INV. = 39.35' !Zlr;100 Il ~ 51, IDMta? NC ~l50? ?~-uJ-~ 15223-J021(Fa} ~ 2
s E = 2422"~64,b377 Ft. ~ CFNIT:RUNE _ -E•-- ~ OVERHEAD ELECTRICAL a _ ,ti ~ ~ ~ PROJECT TITLE
- EdcT - -OVERHEAD ELECTRIC & 1Et.EPHONE NOTE,, Q' ~ ~ a~ 1 ELY J. PERRY f
r SCA E FACT R = 0.9998699 ~ ELY J. PERRY ' -t•-- = OVERHEAD TELEPHONE COMI~ED L 0 p 909 PG 381 ~ ~ DB 909 PG 388
GW GUY VNRE ALL STANCES ARE HOR1ZOFt ~ A18 21 PG 61 PP = P'OMIfR POLE GR MEASUREMENTS 1N AIE3 21 PG 61 ~ 4' ~
EM =ELECTRICAL METER . AND gMALS TIaEREOF UNLESS ' ~ I
ET ~ ELECTRICAL TRANSFORMER NOT ~ OTHER>MSE. ' AL ®AREA LIGHT
, TB = TELEPHONE 90X ` ~+e~
RCP =REINFORCED CONCRETE PIPE AGE DATA QF 1111,E Mra" _ ' _ ~ ~ Town of Kinston Lenio~ Co. hiC
C8 =CATCH BASIN DI ~ DROP IfILET S:i2 AC. APPROX. 1 7 PG 25
MH = MANN BY C INATE METHOS ' ~ , aE ~ "-1S RCP
CO =CLEAN OUT CL. R\W ' WF =WIRE FENCE ?l ~ ~~.t:
CLF ~ CHAIN LINK FENCE LINE DIRECTION ~ ~ ?a
WV =WATER VALVE _ 1 T L N 0 27 39 E PIV =POST INDICATOR VALVE ~d r
FH ~ FIRE HYDRANT , CB-,1000 =44.45' • : ~ . ~ a s,, r~ 15' INV. = J8,51'
WM =WATER METER C ANO NOTE:.: PROPERTY IS 1.i30A3EU ll~k&°A, 8 dt ` 30" RCP
0 = N0 POINT SE? r etznst I Y t rx~.[Ari ~ ~ SgFt~t .,Ft Arn HA2ARlJ ....,rte
T.C. _ TERRA COTA A AS DETERMINER BY WN.P. iNiTi MAPS DATED <tw~, 1 f ' < 99021 0
TC =TOP OF CURB ELEVATION 15, 1882. COMM00X0 tM 370145 0015 C. i NO STRUCTURES 11CRE LOCATED AND SHOWN } JESSE A P ,tiul PP ~ k
{ FE =FINISH ELEVATION r, ON THIS SURVEY.' LOCATION OF STRUCTURES TO BE EP - EDGE OF PAVEMENT ELEVATION ' r .a'x1` 120 PROVIDED BY THE ONNER. DRAW BY DATE SHM NO. 8 04 9 3 OF
H.P. = HIGH POINT o 46 4., to KM y / US
---SS--- 2) THIS SURVEY SrL~IPtRCEDES SURVEY DATED =SANITARY SEMER:.~ 1994 BY THE DTs, P.A. *&a= BY ~fB ~Y~sPti°~ .
-I- = SILT FENCE 3) NO EASEMENT' ALONG SANITARY z SEWER qt '-ROPERTY. AP BY
~t i'
r.
a 'y. 7.iW

7`I li l:litAlvlt/`
:a ~ ~'e
fl r EES
o ~ FAIR- S a
~ fIEIA G:~L e j i ~ ~
~ u PARK $ -w HARDING qyE i
A1~' ~
.,/A ~ 'vI/~A rAi 111 7
z SITE _ SIR qty i/~
KEYNaTE t.EGEND
o WA
~ Taty Si
+V.AM1iC qyE
"~roY1IC ck NC Rql NC GRID
lROAp 83
NAD
JAMES C WOMBIE i MICHAEL AND CYNTHIA MALLARD and wife and WAYNE AND CAROLYN BALLARD DARLENE HUGGINS I DB 948 PG 425 DB 886 PG 719
NO TO SCALE MAE B. WOMBLE ,
EPK DB 578 PG 26 ~ ~ ~ N 0728 52" E >`7"` ~ ~ EIP n
N 0748'57" E EI~ - - - - - - EIP 8 .40' 277,01' EI - - - ~ ~ _ _ 1
~_..~---o~ ui 1
CP ~ ~
t0 ; ~ - - - TC=47.84 TC~47.53 47.50 TC~47.53 TC- 7.22 ~ GRADMN6 I(OiES 1
~ 1. ALL It~d~:T11t~1` ~ 1CPStNI SNAi.i BE 5tR~PF~ FRO11 FAl AREAS N DB 691 PG 610 ~i w ~ PP PR10R PU?t~lD F11„ ANY. gES1NMIABIE OR INlSUI'tABLE 90l
KI T N ITY BOARD OF EDUCATION ~ ~ w NS 0 C w ~h10pT--, ~ c~ DB 578 PG 26 ~ w`~~~ o CQl~C 1~ ~ Bi~lf?1T TD 1~ RT'I~AM f~ 11iE f116NF.ER.
N ~ ~ FUTURE E ION ~ ~ ° ,OOSI:~ ' ao ~ 1EMPORNtY pilET PRdTECTK)N ~ 2 S'R>lIPP11814~1L AI1<1 PRIOR TO PkACNID PR1., iT ~ ~ FIAT Nl itNDMi0. PARK116 AtD DRII~EMNY AREAS ~ ROLL81 MIN. A .
Z ~ b ? 200.00 EM 4 ~ ?c 25 (TYP,) 1~RAIORY TO I>d~OIAA'~ LD09E:9~a 1111 UPPER SIAARADE. i~ 5
a TRASH p ro SHOP: 1200 SF a ~ ~ ~ y Rwr-4T.~o N 07'27'39" E ~ ' IAIt~lIC17DN TEST RESIJLI~ OF AT ~ Y5 PEROEltI` OF THE S?AIgA~f PROC1CIt tlN~8A1 BRY DO~ITY MI. BE P,£11U~D PRIOR TO E)IOIEER'S ;
148.36' ~ ~ CLF N 0727'39" E EI , x x 60 x PP APPIltl~1. FdC f743. PLACE18tT: ' TC=46.63 GW PP ~ i0 Al 95x OF 1FE STAIgARD
EPK 4 TP~46. TC=47. T(~48.44 i 3. ALL i11 SNA1~t. ~ 4)~' LEAST ss 1~-1 PROCTaR W~ANi~'IMlY EE3R411' (AS1M oea~s~
CONTROL EP=47.34 Y.. 1'P~46.96 ( L1 ~ ~ ~ ~ ~ , C N PROP. a 4, ~I11i. SEFT? AiO M61LtT1 Au olsnl~Et AREAS
E ~ x x RAlIP.41.09 ~ • TC=41.09 TUP=45:74 R° . ~ 6RAOIIi6 Cp~t INYr41.91 TC~48. ~ ~ N INAMf1~ IM1~l 'BIE'9PECFIGATOlIS W'fHMI 30 OAYS
EP~4J.27 _ PP OF ORADNI>wz 1~OpIt:: k1p'OM ~ OF ~ PROM THE _ CdIiR4G`EOR `~Lt l~STALt P~YMElIT Sff811G AS OU11.ME8 N Af
EP~43.75 w ' RETAINING TG•48, I , SPEO6ICAAI11r6 tIRMiA9E PEES SHALL BE ClEA11® BY THE (~k- TCr47.16 TC=47.13 10=46.50 EItlY. CIIIf>R IIFRRIYE Idll! >1EOAiRI1fS TIb1T NAME ACaN1GlA>)~
WALL v 46.60. `SO tf 1 ~ ' CB N000 =46.34' S~ PAINT DE~Ip~`11 PARK>NG IAT SHId,{. ~ 6" AGt;ROCAIE BASE
x wwv-4t~o ' Ea•4an x Q:4~ S 15" INV.. = 41.69' M~12` h2'l>R'RI~I~dU6 CORf~IETE >ffJII~ID SiMifACE PAYEIENT
a ° , a ~ DpGH FOR 1FE 6U6CINO SRE ~1A118E f000 PSI CflNOREIE PER • ~ I ,
w x~ "fix • _ Tc 46.34 TOP,«45.4
r ~ x IN11:~43.74 I = 4 ALI P(IVp'MID AREAS SNALL BE BAERfN1fD iKDt TOPSON. AIA RAYED IX ~ q ~ ~ , D T 5.69 k ; " ~ D(f?Mi, RdK)wiG Atl Aft RODTS, 1WD LEFT READY FOR SEEONG '
. DI ~ ~ 8 , r _ 47.50 :43.50 ~ ; ~ ~ _ TC• ; _ TP=46.50 ~ ~ N 15 INV. 41.81 AND Pt/Pl1l~.
EP=17.34 X48.1 46.07 E 15" V. = 41.61'
~ G7 ~ ~ - 6 c°: ~
EPA 1 x FE~4b.41 e, 55 LF OF 12' TC=45.
00. ~iE BENCHMARK b I ro-44 ea ~ . ' MW TCr46. R~
ear ovER ~ARt~sr N ' ~ , FLANGE ON FlRE HYDRANT N I ~ Tf4N6PORMER ka , t~ 48.23 r . 'fG~46.23 TCs46~00
ELEV ~ 77A2 , FAO ~ i ~ Zt T0~4d.90 ~ N 44.E8 , TC~46.25 . _
I w' ~ Tfr14.tY TC~44.63 x ~ I . 46.16 . ~ C 01 TOP = 44.$5'
t' o ,3.~oMw PP ~ I PROP. CB 37 085 SF 15" INV. = 41.05' ~ " ~V 15 INV. = 41.09
TOP=43.00 IEMPORARr ~ ~ n'1v.C41,oD F.F. ELEV.=47.50 - _ _ F _ t
coNSTRUCT1oN C5 N ' . X _ „ TC=46. C=46.44
I' Q `ENTRANCE ' w 3 Y ~ a~. ` TP=46.66 ~ ~ } ~ TCt z
w I 3 E1~47.34 U a J 'Y 4
Q ~ PROP. JB U1 m i~ =44.10 ~ ~ -r~ W `V X sP ~
I I r ~ 44.21 r%l Z ~ O ~ INVl=40.77 . o
O = I- tCr14,d1 ~ , ' e I V ,3: ~ '7 ~ w~~~ .
' ~ " Y Q ~ _ ~ ~
. V TC=42.52 az. * ~ - . a. . ; ~ ~ , 1, d Y
~ ~
•43. ~A _ Q O PROP. a TC=4~.zs Tc•~6.2~
- / ~ a ~ t TaP•14s.4o ~ ~ m m s ~t IMV.~43.46 ,
4246 ~ - -r. ~ ~ rc-44.
IA x ;1 TC=48.8¢. TC=46.88 ~
4 rc-46.oa FE=a5.65 t~' p= ~
~ C5 K - 1 _ ~ CHECK y T(~46.0 TC*46 Pr ^ '
DAM TC=45.40 _ ' C*47.50 , ~ \ 3~ TC¦~6J3 ~ = 01~ TOp a 44.29' -f 15" INV. =40.42'
~ ~r 40 SF , 1~ N ~ ~ SHIP: 2, 0 EP~47.$4~ R ~ ~ ---mac ' 18' RCP W 18" INV. =40.86' ~
I ~ S I V.=40.68 ~ qp MH ; TC=46.16 ~ ~ J ~ ^ ~
. I ~ ~ ~ 1' y TC=46.14 ~k' ~
NPK ( j" MH, TC-44.50 < PROP, ~ - ~ ~ ~ ~r
o TC=45.95 47.20', ri ~ DI TOP ~ 44.21 ` - -a ~ ,
~i \ =46.80 ~t47.00 45.74 T~45.9s ~ ` E 1$ tNV. ~ = 40.20 C~45. W> i$" INV. = 40.05'
TC•A5,
~ 0 ~ - - - ` ~ ~ i ADJUST , t+Ea45.90 TC•45,9 0, ' TC*86. ,r _ TC=45.
~ S 29• ADJUST MH T\ ` , ~ FINISIi ELEYA110N _ 3 2 _ ~ . . ~ , TC~
~ s ' 3 SH ELEVATION TCi ,10 . - _ - . /~l~
1SS- - _ - ,1Z 28. • - - =45.16 %k /06 DENR COMI~EH1'3 KB i~
~ 3~ O~ ~~•96' s ??p , t - SS•- - T.C. 1 ~ _ ~ 1 j14 REl~ BUft.QN1G PLAN KI3 ~ ~ ~ ' ATM - _ ~
Z 41 _ a i ; /'12" T.C. Tg.
1 yg t: g 79'/'''~ C,q , 9 t8"~ RCP ~ ~d'• ~ 0/1# 'ADO SM.T fEtICE K$ `'~7
EDWARD AND PEARL DELVER 15 ~S _ N.C.G.S.M. and THOMAS AND MARIE NORTON ~
"HOOD 1967" DB 346 PG 265 ~ qN Tc- .35 ~ ~ CF/ 8Y ~ ~ ~ •,~s: , NQ .DAZE RE1ASiQNS x
ro N - 554881.2617 FL \ 5.~ o E = 2420691.6883 FT. ~ 38. S' CB HOOD =45.03'
90 35.5 . ` ~ Q ' `l ry . ` SE 24' iNV. = 39.4t' ~ a . t~ ' C. SW 18" INV. = 39.93'
I S 14'35'47" 1~T02" W-- ~ ~ ?i W SO ° NW 24" iNV. = 39.53'
~ I 3 LEGEND w I O ~ ~
O
a EIP =EXISTING IRON PIPE I - TIN PK NAIL ( ~ ~ EPK - EXIS G ~ I ,f
EIS =EXISTING IRON STAKE EARL E. MOORE, Jr. EVELYN GARONER Q \ ~.7 , . ~ ~ '
~ ERRS =EXISTING RAILROAD SPIKE I and wife ~ - CRETE MONUMENT TINA MOORE DB 788 PG 726 is 1 ~ 4~', a t. S~ s C5 \ ~J ? st~e~AYr~ta'ectut+e¦S~rvaRing+Tecienotogy
z ECM -EXISTING CON ~ I N.C.G.S.M. NIP =NEW IRON PIPE ~ DB 919 PG 918 a
"ATLANTIC 1967" NPK =NEW PK NAIL Z ! ~ ` : ~ ~ 't U 4 ~ DI` TOP = 4.08 ~ ~ ~ s!. trc 27'414 251-a~-3t~. 252-aw-.>o~ (Fa) xa _ _ ,l .e ~ _ , 24 (NV.II = 39,08' 1~t. 114011 E(Y ~ Sb ~QoM1 RC 24101.252-s23-0932, 252-513-J623 (fa)
N = 554565.9605 FT. R/W =RIGHT OF WAY ( On E = 2422364.6377 FT CL -CENTERLINE O ' a`~ ~ NW 24" IN'V. = 39.35' ~ . ~ pct mt~ TCa44.63
-E- =OVERHEAD ELECTRICAL d s,~ ~
- E&T - =OVERHEAD ELECTRIC do TELEPHONE NO?E CGMB~NED SCALE FACTOR = 0.9998699 ~ - ELY J. -T- =OVERHEAD TELEPHONE , O OB 909 ELY J. PERRY ~ OB 909 PG 388 ~ ? ~ .
'GW =GUY HARE A ~ ~ MB 2' M 21 PG 61 . ~ , 36 ,1 B ' ~5
PP =POWER POLE ALL DISTANCES ARE HORIZONT l ,S~. ~ ~ ~ 44 ~
EM =ELECTRICAL METER GROUND MEASUREMENTS IN FEET ET = ELECTRICAL TRANSFORMER AND DECIMALS THEREOF UNLESS w ~ ~ 4~ w4 2.5' C&G TYP.
AL =AREA LIGHT NOTED OTHERWISE. s A. ~ /
TB =TELEPHONE BOX RCP =REINFORCED CONCRETE PIPE ACREAGE DATA SOURCE OF TITLE . ~ a ~ . t ? W)~ ~f Kinston Lenlor Co. NC T
CB =CATCH BASIN 11 DIlAN~iS
DI =DROP INLET 5.42 AC. APPROX. DB 197 PG 25 ~s PP -15" RCP ~ ~ M ~ I I
MH =MANHOLE Bl' COORDINATE METHOD CO =CLEAN OUT EXCL. R\W / `
WF =WIRE FENCE
CLF =CHAIN UNK FENCE LINE DIRECTION DISTANCE WV =WATER VALVE L1 N 07'27'39 E 23.45 ~ ~ '
PIV =POST INDICATOR VALVE 4, C8Y H000 -44.45'
FH =FlRE HYDRANT WM =WATER METER NOTE: THIS PROPERTY IS LOCATED IN ZONES A, B & C AND S 15" N#V. =38.51' 30` RCP 6
o = NO POINT SET IS PARTIALLY LOCATED IN A SPECIAL FLOOD HAZARD NOTES MIY. = 35:58' ~ PI~JECt N0. scue ~ d ~.=~1
T.C. =TERRA COTA AREA AS DETERMINED 8Y N.F.LP. RATE MAPS DATED
TC =TOP OF CURB ELEVATION uiNF t5 19A9 C011t~UNITY PANEL N0. 370145 0015 C. 1) NO $TRUCTUitES WERE LOCATED ANO ST~pMid .~CCF W PA(;F'. W ~
FE = FINISH ELEVATION ON THIS SURVEY. LOCATION OF STRUVIDRES TO BE Im My dom . and wife , e `ul t I [API
EP = EDGE OF PAVEMENT ELEVATION PROVIDED BY THE OVAJER. / KB 6/04/" 3 OF 6 MARTHA G. PAGE
H.P. = HIGH POINT 30 0 15 30 80 120 SANITARY SEWER 2) THIS SURVEY SUPERCEDES SURVEY DATED = 1994 BY THE EAST GROUP, P.A. DR 883 PG 821 ESxcEp W MB 21 PG 61
-M- F SILT FENCE 3) NO EASEMENT RECORDED ALONG SANITARY
1 inch = 30 [t. SEWER CROSSING SAID PROPERTY. R7lVE D 8Y C2