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BROOK ~ ALLEY ~ ~ ~ f
SECTION 10 i~ -
MB 4', PGS 29 AND 29A
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,131 i
APPROXIMATE NORMAL ~ - ~ - waTER LINECTYPI ~ BROOK VALLEY VALLEY
- SECTION 10 ON 10
~ ~ / APPROXIMATE NORMAL MB 43. PGS 29 AND 29A BRANCH IS ~ WATER LINE(TYP) 29 AND 29A
434 SF-, ° ROPERTY LINE ~
° ZONE 1 ~A 'EXISTING BRANCH ]S
- ~ ~ ~~PIPE .~!~v.~ ~ ROPERTY LINE ~ \ P P O 1 L ? ~ / ~
Ro osEQ ~ N ZONE 2 ~ ~
ITYPI ;"1 _ ~ AT .-.-.-.-.r \ ZONE 1 . ~ _
w BULKHEAD p p' ~ ~ ~ o ~ 0 ~ ZONE 1 o r-BULKHEAD ~ ~
o 50'RIPARIAN BUFFER 0 ~p~ ~ ~ ZONE 2
170 SF-' o , ,
,34, zp , „
33 - 391 SF ~ 734 SF I ~ ~ ~
Z x-897 SF ~ r Q m i
~ ~ R= 375.00` PROPOSEOJ w - ~ ~ FILL ARFQ p r C - ` 1u 1(v' N SG RIPARIAN UV-F~R 21°52 0 1 IrrPl
L= 143.12 ~ N ~1
~H= S29°08'43"W N 142.25 R= 325.00' COMMON 't AREA
21°2`01" - L- 124.04'
P CH= N29°08'43"E 1 '~C 123.28` =L. ^1 r C/
m ` ~ o
R/W__--- o , a / _ c1c r_ j u
N17°46'46°E ~ I { j ~ 31.32`
S85 30 00"W R= 325.00" ~ S17°46`46"w~ 69.02 1 ~ R-~iS.OD~ 1 6.81 18°i8`30°- K 31.32
= EN 36~ ~ 3"W 1 23°42'29° ~1 L 104.04" ~1 38• °3i 3 Iv - 15.1 al 29" -J ai 379°39'c8..
H= N 5° 1 ' 4 "W ~5 ~ NCr 16 L ~ 7 C 8 9 5 0 Ri ~'Q 5 ~ CH= S88°28'47"W 1 103.60' IY 2 N ~ i 8'47"W 19 E
~ 154.05' - _ _ & 6C%e~ RI N67°48`07 W - ~ t!
- _ 1 PU ~ 1.7.41 ~ 8U jC1 ~
R= 175.00` ~ --~R~W o= 4 _J Q~ 35°3 20 1
L= 108.65 ` ~
LEGEND _ Na5°35'17°w 1 _ 106.91' _ ~ W I
R/w= RIGRT-OF-war - I ~ ~ I i'
BC= BACK OF CURB I ~ m ~
CENTERLINE Q l ~
R= RADIUS ~ ~ I L= LENGTH ~ I
zm I CH= CHORD ~ ~ RE V I `,Eu ' ~
_ E,i;~rrrr I Q m ~ PC- POINT OF CURVATURE hy~
PT= P T TA Y ` ` ~p 4~ I ~ OIN OF NGENC Rp ~~i ~ I VARIANCE MAP FOR
I Z BROOK VALLEY, SECTION tO
Q I LOTS 11, 12, AND 33
I _ i~ ~ ~
x PROPOSED FILL AREA ~ ~ REFEREr ~ ~ - REFERENCE- MAP BOOK 43. PAGES 29 AND 29A OF THE PITT COUN?Y RECiSTRr
v ` .J ~Q GREENVILLE, GREENVILLE TWSP., PITT COUNTY, NC
1` ''4 'a~'~P`~ ~ rrrrrrru~rr~?~~~ O W Iv OWNER:BROOK VALLEY REALTY CO., INC. SURVEYED:SE/JG
ADDRE ADDRESS:200 E. ARLINGTON BLVD.
THE PURPOSE Ur THIS MAP IS TO O 1 GREENVILLE, NC 2^858 DRAWN: DTB
z SHOW THE AREA OF PROPOSED FILL P H 0~ ~ WITHIN THE RIPARIAN BUFFER ON PHONE: [phone] APPROVEDHOB
U EACH LOT.
p 50' 25' 0 50' 100' A STROUD ENGINEERING, P.A. DATE: 04-10-02
107B COMMERCE ST.
- GRAPHIC SCALE 1" 50' HOWARD D. 8AR LS L-3634 GREENVILLE, NC SCREE t 50'
[phone] SHEET t OF 1
PROJECT N0. P764-3X DRAWING NAME SECiOvaripnce.dgn DRAWING NUMBER 002

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0~0 ~ ~ 1 BELL'S BRANCH ~}F ~ ~ Q N
SO' `Y
/ ~ R`w U r r r S - ~ ~ M Q Z
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VICINITY MAP ~ p ~ ~ ' ~ I ~ a~ h ~ ~ ~ is e a
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'311 ~ / ~
~ ~ / ;m i ~ ~ m
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r ' O ~ E BROOK VALLEY X321 , v~
~ ~ ~ SECTIO ~ N 10 , ~ I
MB 43, PGS 29 AND 29A ~
~ i
;13 %
~ APPROXIMATE NORMAL i"
- WATER LINE(TYP) , _ BROOK VALLEY LEY
- SECTION 10 0 I
BRANCH ]S ~ APPROXIMATE NORMAL MB 43. PGS 29 AND 29A 1 29A
° ROPERTY N 1~ WATER LINE(TYP) 434 SF o LIE ~ ~ ~ ' I
ZONE 1 ~A '.EXISTING - BRANCH IS
- ~ 'PIPE ~ ROPERTY LINE PR P ~ ~ ~ ~ ~ ' / ^ ` , 0 osEO N ZONE 2
FILL AREA- ~ `n-
Z - - ~ ~l - ~7' ZONE i ~ ~ a ~ v' ~ -
o BULKHEAD p P• ~ "
°Q ,y ~ ZONE 1 ~ 0 50'RIPARIAN BUFFER p ,P h o~ BULKHEAD - 1 I
~P ~ - - ~o ZONE 2
~ £ 170 SFJ o ~3 4) a -
33 ~ - ~
0 734 SF ! --391 SF
~ X897 SF ~ a R= 375.00' PROPOSED J8~DO cr)
0= 21°52'01" 1~ FuL ARpa ~ ~50'RIPARIAN BUFFER L= 143.12' ro
X11 CH= S29°08 43"W N
142.25' R= 325.00' 21°52'01" g COMREAON °52'19"W
L= 124.04'
FC CH- N29°08'43°E 1 123.28'
R/W
~ o I~ ~ N17°46'46°E
S ~ ~ ~ 31 .32' 85°30 00"W R= 325,00' ~ S17°46'46"W ~ 02~ 7' '
6.89' 18°18'30°~ 31.32' 69. ~ _ i R 375.00' E ,
L- 104.04' N,S 6 "W 1 _ _ ° ~ 1~ 3g.3 ° T 33 ~ 23° 42' 29 U1 ~S CH N85 19 45 'W Sp R G ~ Sl6 3 v L= 155.17` al ~ I I
103.60 iw ~~y 1~ 3l - 28 BC Lj CH= 588°28`47"W I D ' ar ~3791g9 58 'E
- - - B I N67° 48' 07 "W ~ t 54.06' C p V 1 f Lk
d~TCt 7 41' fv i - - _ - - 1 t~
R= 175.00; ~ ~ _ ,--~~w ~`-.Qi 35°34 20 f R~
LEGEND L= 108.65` , i, - ~ _ `CH= N85°35'17'W W
106.91 ' l R/W= RIGHT-OF-WAY ~ I I
BC= BACK OF CURB I ~ ~I 1 ;
= CENTERLINE ~I ~ m II,
R= RADIUS ~ Q a
L= LENGTH CH= CHORD ~ Z m
PC= POINT OF CURVATURE ~•~~~tU~t~l~llr j Q m I
PT= POINT OF TANGENCY .tip",.~-~ f?AR rrirr E-+ REVISED 6-12-02
r r~ ~i~ ~ VARIANCE MAP FOR
`o ,y•9 z •,.Q i f..y 3 BROOK VALLEY, SECTION 10
9•' w I Q CC I JLl-. •
x PROPOSED FILL AREA _ ;r i. ~ Q o LOTS 11, 12, AND 33
~ S j, ~ 1~ ~ REFERENCE: MAf 0: v ~ EFERENCE: MAP BOOK 43, PAGES 29 AND 29A OF THE PITT COUNTY REGISTRY
~ .,~L ~ GREEK GREENVILLE, GREENVILLE TWSP., PITT COUNTY, NC
rrrr'' U.
OWNER:BR OWNER:BROOK VALLEY REALTY CO., INC. SURVEYED SE/JG
• ADDRESS:2oc o THE PURPOSE OF TWIS MAP IS TO GRE )DRESS:200 E. ARLINGTON BLVD.
SHOW THE AREA OF PROPOSED F[LL GREENVILLE, NC 27858 DRAWN: DTB
1- WITHIN THE RIPAR[AN BUFF R N PIIONE~ [25 v E 0 PHONE: [phone]
w EACH LOT. APPROVED:H08
O ~ 50' 25' 0 50' 100' S T
STROUD ENGINEERING, P.A. DATE:04-10-02
~,Z- 1 7 HOWARD D. AR ~ GRAPHIC SCALE P' • 50' 0 8 B LS L-3634 GREE 107B COMMERCE ST. SCALE 1 50'
GREENVILLE, NC
(252'. [phone] SHEET i OF 1
PROJECT N0. P764-3X DRAWING NAME SEC10voriance,dgn DRAWING NUMBERS 002

b ~ ~
Y S 1' 'Illfr . MM1Ct
•c~ 111NIIUU ?L. ~ ~ ~ SITE DATA MINIIUM FINISHED FLOOR ELEVATIONS BEARINGS AND DISTANCES FROM POINT 'A' TO POINT 'B' ALONG DITCH
~ ~ KENt ~ _ ~ RQ LOT 1 30.0 S 19.56'28"E - 99.84'
'r R04p NUMBER OF LOTS CR ATED E .........,,34 LOT 2 30.5. S 79.56'28"E - 18.08'
~ ~","--s c $ TOTAL AREA I N TRACT , . , , , , 25.8061 AC ~,,,e LOT 3 31.4 N 72.52'06"E - 20.00'
• "°a LOT 4 32.2 N 72.52'06'E - 4.87'
A SITE. AR£ IN COMMON AREA ...0.8424 AC LOT 5 33.1 N 87.25'19'E - 93.10'
I I I A STANGIL 3 I I L ~ M. LOT tt 29.5 S T9.47'01"E - 13.18'
AREA IN PARKS RECREATION I I JEAN M.AVERETTE ~!l AREAS AND THE LIKE ................0 I I oa111,r,rz3 LOT 12 29.5 S 71.59'20"E - 25.76'
I I I I LOT 13 29.5 S 46.53'29'E - 18.80'
CURVE DATA I EASEI~EN~T LOT 3i 36.6 S 34.54'32"E - 16.72' S 48'10'27E - 14.77'
I I NiT'00`00"E-1 ` • CURVE I CURVE 2 CtlRVE 3 CURVE 4 1 11 , 54.01 14.74 LOT 32 36.6 POINT "C' TO POINT 'D' ALONG DITCH
• ? lo' wATEIt uNE t 1 "W ~ ~ 63. ~4' 61.pp ~~9• LOT 33 36.6 S 69'26'40" E - 5.99'
i R= 350.00' R. 265.00' R= 340.00' R= 200.00' EASEMENT CENTERS 1 1 30 " ~j0•~ Nf " D= 23'42'29" 5722'06" D= 42'06'13" D= 35'34'20" OVER WATERMAIN AS ~ .00 w ? T 9.0000 LOT 34 36.6 N 84.52'44' E - f?.57' S 77'55'14' E 13.94'
dp L= 144.82' L¦ 265.34' L, 249.85' L= 124.17 INSTALLED 185.30 ro' /0 QD• ~ 20 Ch= S 88'28'47" W Chr S 14'42'44" W Ch= S 64'26'54" W Ch¦ N 85'35' 17" W s.." ~ ~ F ' ~ 20, N SW2*5 32" E - 6.101 F • 2 00' N 65.25'32'E - 9.27'
143 79' , 1•= 36' DRAINAGE 254.39' 244.26' 122.19' , + 34 S'9~ ? 60,
.t0•~ " 220 ?6 a0 Q2• " r ,op I~ VICINITY MAP ,oo w . o'ou Sp ~ ~•T~ ~ ;o~ YI:.:R •~s•~O S 68039' U4'E - 17.91'
„ , s5.36 Np" j ~ , ~ , , ~ _ 31 , F . SCALE• 1 1p00 aIRVE 5 aIRVE 6 a,RVE 7 5 ~ ~ ~ "r? F N 56.23'31'E - 11-23' ~i SO Ny~~ N 69.51'20'E - 40.15
0.00 1w . w 1 __..Y. 29,SIisr ~ /'~V 00' Op, N 57.13'55'E - 29.02'
R, 300.00' R= 350.00' 1 tit ~ W: ~ - + N ~ ~ Q LOT t LOT i lOT 2 p¦ 42'42' _ R .535.00' + p1N~ o +pQ 1 18,2E ` ~ ~ , ~ ~ . 'ti Hj/~0 q0 `F S T t • 10' 59'E - 38.89'
CURVE I CURVE 2 CURVE 2 ~ O 2I 52'01" 0 27.2337" ,Op' 1y oa~,N + _ 33r ~ L: 118,92' L• 133.58' L= 255,79 1 95 $ s 11~' 1 A>¦325.00' R¦Q90.00' A¦490.00' _ " 1 "W'1 ~ `r.~ 1 ~ + 1s oa' aM 0 0~. , ~m r ~ ~ r ~ , r Ch' N 83'08'39" W CM N 29'08'43" E CM N 26'22'55 E 1 0 00 00 m 10 1 . a' 1 ~~j~ iys II , q, r q~' ?6 QQp• C/ S 57.12' 26'E - 43.36'
Q¦ 23 /2 29 21 52 20 di 21 W 04 118.14' 132.77 253.36' HOA 3 "w'S0 ' s + 1 '66' ~ L= 131,48 li 186.88 L= 121.82 0 ti o S 00`,w N 65~ 56' 35'E - 17.42'
~ , " _ , " ~ , " n + 1 =30 3~ O ~ 20,961 SF ~ ~ Chi N 88 28 47 E Ch¦ N Ot 50 51 E Ch= N 26 t9 03 E gBiVE g 1 585 " .3p•1 ~ 6g 19 ~ I 33 I , ' 30 \ T S 7138 07 E - 25.70 V
133.52' t 21.90' 120.92' ~ + ~ + . 0p M $ I 20' alA NAiE , ~ ~ + ' 30 $ ~ j~ / p 30.521 Sf EABEMENT ~ Fr a 4 4x 16.178 SF N 68.15' 53'E - 21.72'
LOT 3 LOT 3 LOT 4 590 ~ j90 ~ f 5 I ~ ~ 4. 18'05'43' ~ ~ "M S~ ~ I a V N•~?•S ~c~° S 63055'43'E - 4.69'
CURVE 2 CURVE 3 ~ 0.~ 1 ~ 1 ~ 1 Lr 186.33' ,30 ~ 5 8 I ~ 31.29 ~ +O~ ~ A¦t290.00~ Ai365,00 A~365.00 Ch• N 58'02'51" W ~ NOA + 32 ~ a. o / 136 ~F S 60'04' 25 "E - 34.38'
00 1 1'6 1i,2p SF I 517/6'16"w ~'1 7 M 05.02 42" di 09'00 40` t1i 18.07'39' 185.56' 1A0' 2I,11D ~ 66 , i a • 1 ) ~ 26.210 SF j 26 S 65002'09'E - 62.73' N 49658'06'E - 41.61'
L 25.53 ~ l 57.U~ ~ ' L= 115.18 ~ " •13 ~ ~ 66' - S67./8' " N1 $ I ~ I Chi N 10 52 26 E CM N /l 54 OT E Ch= N 61 28 1 l E r + 97 E I 1 6 Ct/ ~ J t;~ 11 (229 z N 34025'20'E - 73.28'
KBVIN GOOD ' ofl ~ , ~r~0 ~ $ 20. as 1 E Zvi a ~ + 25.53 57.35 115.00 5.30 1 O-,b ~+o `$18.13' ' 6 ~ \ +ty " I o.e. 118. 1.111 N8 \ y. + 52 N~ ' H t 20.x0+ SF pp N 56.43'58'E - 8.81'
LOT 5 LOT 6 LOT 7 1 "1 + 1 5, ~T18'01' ~ v L.. * 3-WOL O
A-365.00 R~i15.00 R-315.00 O ? 19.3e9 5~ ^ ~ ~1 . . n a ICS' ,A BEARINGS AND DISTANCES FROM
d 14.51' S3" ~ 13.39' 28" ~ 28' 26' 5 G~ ~ ,i• ."r o I ~ I .Y~ ? f ^ ~ r . . i• 'P 3' SIDEWALK 1 Z 1 C 'o l= 95.33 l= 15.09 L= 156.39 ' ti~ ~b ` ~ EABEI~NT ~ 1 ~ i l UA'Y~ h 98.37 POINT 'E' TO POINT 'F' ALONG
Ch= N 1B'01'03'E CMS 18'/0'i6'W CMS 57.3T'09'W 1S'~° ~ V ` ? ry~b I ~ + 12 ~?9~ ~ ~ . ~ 1 1 ' S12.41'06'W BELL'S BRANCH a COW" AREA
95.06' 14.91' 154. T9' FLOODWAY '1 ~ ~6', ~ t w ~ r 1 ,399 ~ T ~ ~ h 8 1 11 SF ,21 X150, Q'qJ' 3' SIDEWALK S 13.38' 47 "W - 95.48' EASEMENT S 25.52'19'W - 8.87'
LOT 8 LOT 8 LOT 9 LIMI ~9' ~ 9~ g~' + •2ti ~`.f'U B~ ~ o~ T 1 . ~ 1 e<<c Y RO CURVE 2 CUAYE 4 CURVE 1 ~ , 100 YEAR ~ 2 ,4i/ SF 1 ~ , .,R~ , AD 1ZV~
R~QI0.00' R¦Q25.00' R~25.00' ~ ~ fL00D ELEV. 1 ,s `~4`. ~ -.~s 9-~1 BEARINGS AND DISTANCES FROM
Q¦ 53.24'15' ~ 31.36'20" a 03'58'00' . ~ 1$ \ ¦ . ¦ ~ _ , ~ • \ ~ 1 ~ 3' WATER LINE L 223.70 L 124.11 L 15.58 ~ • \ 4 + - EAeEMlfl1T w Y WATER LINE C~ POINT "G' TO POINT 'H" ALONG
Ch¦ 5 16' /1 40 M Ch¦ S 8T 34 t 1 E S 69.47 ~ ` ~ ~ ~ ~ Ct1¦ ~ OBE Ss ~ ~ . 5' ORAlNAOE iASiEMENT N y BELL'S BRANCH a COMMON AREA
215.69 122.55 15.57 ~ •\Ie.T2T sF ~ ,r ~ 100 YEAR S ~ a ~ CUBYB 8 EASE1E111 FLOOD -100 YEAR ~ co IA C) S 25.52' 19'W - 3.62'
LOT 9 lOT 10 LOT 11 ~ ~ •~&Y f ~ ~ a CURVE 5 ~ ~h' 0 `o a' ~ 13 e xt" S 22.19' 10'E - 55.82' tal EELIEV. a C=j.., S 63.36'18'W - 34.66'
R~(275.00 A~4T5.00 R~15.00 ti _ , . e " " 0• \ Z r ,113 SF r*; a Z 5 20.36' 44'W - 35.48'
d• 22 31.18 a o, 1004 Q¦ 23 42 29 .f~'~tS ~ ti M ~ ~ 6s L¦ 108..14 L¦ 20.00 l= 155.11 ~h,• ~i~ ~ , D,N9 SF +w + ~ ~ 20' SAN. SEWER S 28.29'30'E - 60.15' 20' SAN. SEWER
Ch¦ S 19'04'02'E CM N IT35'02'E Chi S 88'28'/7rW \ a ~ 3'• ~ • ~ ~h ~ 3' uTER LINE ~..3 EASEMENT ' ' ' ~ ~ h~ EASEIEMT p 2S'~ 25' SI6NT f~ ~ ~ ~ EASEMENT S 54.26'07'W - 39.40'
101.14 20.00 .154.06 ~ ' , ,y ro TRINiG.E tTYPt ~ S 54.26'07'W - 8.34'
LO 2 LO 2 LOT 13 ~ , h ti ~ ~ a 512.41'1}1'1 • I t d CURVE 4 CURVE 6 ~ h , - , , , 10' NON-ACCEBS W 1 (a+ ~ N 11,360 Si r- 512.41'96"M S 06.49'08'E - 27.58' GREENWAY EASEMENT: S 24.57'17'W - 29.03'
R¦115. 00 R'~i2S. 00 R¦ti60.00 EA9F~ENT ~ ~ • • • • ~ o~ ~ a Q¦ 35.34' 20= C• 2t' 52' 01 " Q¦ 21' S2' 20' Ip. 2 ~ 31,E ~ ` N TO EXTEND 50' EACH SIDE S 18'20'16'E - 21-88'
L¦ 108.65' l¦ 121,04' L¦ 262.61' h lo, sf 'N - r OF (L OF CREEK OR EQUAL TO 100 YEAR FLOOD, S 10428'10'W - 42.79'
CM N 85.35' i l'W Gtr N 29' OB' 43'E Ch• N 26' 38' 33'E FLOODINAY ~ ti ~ • . ,,.u ~ ~ 106.91' 123.28' 260.24' lIM1T [~M4j ~ • ~ ~ N ~ ' ' ~ ; t WHICHEVER IS GREATER. S 52.37' 17'W - 33.05' w r
~v ~ ~a G X421 R¦321.41' SI. ~T ~ ~ F ~ ~F N LOT 29 LOT 2 l0T .30 d E . , u424 S 78-19'51'W - 32.49'
Y ~ ~ a II'os'ae" 0 t ~ BROOK CURE 1 CUR 8 , ; L¦ 62.sr ~ ~ ? M ° m ~ ~ ~ 'R BROOK VALLEY S 42.05'47"W - 30.03' SECTION 5
R•6t0.00 R R=6ti5: pr s 86.18'13- w • ,o .o• I OMIdO N . SLCTI a 07.2/' 36' 0~ '1 , G~ ' yc /N vi - _ ti Y.B. 11, P ti M.B. 14. P.6e a 66A
f s2sr ~0 „N a mo w~ r $1; 6 4 ~ 6, ~Ed 15'x70'~ 3 " . r . r . r ~ 11 f}, 1 = = tANt~E lwTf,l 10,606 I CARLTON E. PARKER, CERTIFY THAT THIS
CMS 16 23 24 w 37 w C11= N ~ 46 w 100 YEAR y;' S1 , '18 ~ DRAItAGE m ~ , 65.91 9 _a UN 7 ~ R= 321.64' FL000 ELEV. 4 05 .00 . SLAT WAS DRAWN UNDER MY SUPERVISION
e~ .~~AS _ ~ W ~ " -331.63' D o oe•oS'SO' t o 20 D2 w LOT 31 LOT 32 " 1YS ~ R• 6~1.2i' ; ,,,,-~-15,00 S - r i+nai~, FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION, THAT THE ERROR OF
GURYE 8 E i ~ L as.e3' a o9•la'ao• " 4*0 0 ~1" •~~1? CLOSURE AS CALCULATED BY LATITUDES
R¦615.00' A¦615.00' R>b 0.00 ~ 934'24"W GREENWAY EASEMENT: l• 101.37 la WATER LI TERED d' 01'49'53" d* 10'15'19" 11'21'51" TO EXTEND 50' EACH SIDE Ctrs 28'423 ~ RMAIN AS - _ ~0'~GEi\SIfR,9,3•.' AND DEPARTURES BOUNDARIES AT `M ARE SHOWN AS BROKEN LINES PLOTTED
OF t: OF BELL'S BRANCH OR 101.26'. OVER _ li 84.06' Li 110.17' L= 121.86' EQUAL TO 100 YEAR FLOOD R• 2k.50' S = FROM WFORMATION FOUND IN BOOK
Ch= S 52'54'57"E Ch¦ S 61=51'48"E Ch= S 32'53'48'W WHICHEVER IS GREATER ~ R- 16e.2c' OXFORD DRIVE n• a,~,~, 84.00' 110.02' 121.52' LEGEND R. 628:26' ~'13'Irs1" 160' PUBLIC R/w 20 PAVEMENT) L.2T.Ie' SEAL PAGE ' THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30
o. Drn'os• c• 1,2.23 Crr s13'K'al•r LOT 33 LOT 33 L= 12.99' Gtr 611'12'02 w 21.16 ~L 2980 AS AMENDED. % 9 • -~,p ti ~SU 6`Ri WITNESS MY ORIGINAL SIGNATURE, REGI- Q
CURVE 6 CURVE 5 ~ Ch• s 33.55'04'W 111.91' TSI, ~J •.w0 0 •6 ` STRATION NUMBER AND SEAL THIS t Oth DAY
R~75.00' R¦325.00' .~¦o¦~. IRON PIPE I2.SS' BROOK VALLEY NO POINTS SET IN 21.52'01" 18.20'30" BRANCH OR RUN SECTION 5 NOTES: ON PPQ,~ OF DECEMBER A.D. 1993.
L= 1,3.12 L¦ 104.01
Chi S 29'08' 13 "w Chi N 85.19' 15 rw M.B. 14, P, 68 6 68A 142.25' 103.60' I. THE DESIGNATION NOTED OVER WATER, SANITARY SEWER, GAS 2C 27 CARLTON E. PARKER L-298Q/;,
OR ELECTRIC LINES ARE FOR THE PURPOSE Of ESTABLISHING WIDTH OF SAID EASEMENT. THE EASEMENTS SHOWN ARE NOT 0
0 EXCLUSIVE AND WILL PERMIT THE fUTURE INSTALLATION OF 100 50 100 200 1, CARLTON E. PARKER. CEATIfY TNAT THIS SURVEY CREATES 'MATER, SANITARY SEWER, GAS AND ELECTRIC LINES WITHIN GLEN M
" A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY ql THOSE DESIGNATED WIDTHS. 'icy`--, -
GRAPHIC SCALE 11160 hl1NlC1PALITY THAT HAS AN ORDINANCE THAT REGULATES 2. THE PURPOSE OF THE GREENWAY EASEMENT IS TO PROVIDE C o r 0< ' NORTH CAROLINA, PITT COUNTY x i NOTARY 4 I A NOTARY PUBLIC OF THE COUNTY
PARCELS Of LANG. fOR THE PRESERVATION OF THE NATURAL AREAS AND PEDESTRIAN ACCESS PURSUANT TO THE GREENWAY COMPREHENSIVE PLAN Of THE ENO STATE AFORESAID, CERTIFY
SHEET 1 OF 2 CITY Of GREENVILLE. t \G L THAT AND SSURVEYOR, PERSONALLY EAPPE ARED
3. COMMON AREA TO BE MAINTAINED BY DEVELOPER AND/OR HOMEOWNERS
MAP FOR RECORD cARLrON E. PARKER, RLS ASSOCIATION. cl BEFORE ME THIS DAY AND ACKNOWLEDGED ~--AST~•..N-"''i THE EXECUTION OF THE FOREGOING t INSTRUMENT. WITNESS MY HAND AND CO U NA A OFFICIAL STAMP OR SEAL, THIS
• 4, PROPERTY LINES AT INTERSECTIONS ARE SUBJECT TO A 10+h DAY OF DECEMBER , 1993.
20 FOOT RADIUS.
_ ~
LI A M. STANGIL L A M. STANC CTI 4 1 L A M STANCIL NOTARY PUBLIC MY COMMISSION EXPIRES 01/03/95
I
GREENVILLE GREENVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA J M,AVERETTf JE M.AVEREI JE M. AVERETTE
- Dl LINDA M. STANGIL SOURCE OF TITLE OWNERS TEMENT APPROVAL r~~ OWNER• YVILLIAM H. CLARK DEDICATION
200 E. ARLINGTON VD. JEAN M. AVERETTE THIS IS TO CERTIFY THAT THE LAST EN ~ TH UN ERSIG ~ INSTRUMENTtS) IN THE CHAIN OF TITLE(S) THIS IS EVI SUB- THIS FINAL PLAT • 9~ ~ WAS E 0 NE 1E UNDERSIGNED HEREBY ACKNOWLEDGE(S) NORTH CAROLINA, PITT COUNTY
GREENVILLE, NC ?7858 2325 E. 14th STREET. ~ IVI I N THIS PLAT AND ?km REG IN CERTIFICATE OF IIS PLAT AND ALLOTMENT TO BE THEIR HE F
19191 355_2000 GREENVILLE. NC 21835 OF THIS PROPERTY A$ RECORDED IN THE VIS I IA TH ~ EST OF APPROVED BY THE SUED SO FREE ACT ANO PITT I T T V? ~ ~ REVIEW BOARD IN ACCORDANCt WITH COUNTY REG S RYA GREEN LLE ~ " 1919 } 355-2823 NORTH CAROLINA IS~ AR ; TITLE 9 CHAPTER 5 OF THE TO PUBLIC JSE NEE ACT AND DEED,AND HEREBY DEDICATES I NOTARY PUBLIC, ) PUBLIC USE AS STREETS, PARKS, PLAY- IS CERTIFIED TO BE CORRECT. ~~pt,~II
DEED BOOK P E 2'~ ~ GREENViI CITY CODE THE GROUNDS, OPEN ZOUNDS, OPEN SPAC AND EASEMENTS FILED F R REGIST ATION THIS _L
SURVEYED~JG APPROVED CEP 838 ~ FOREVE L a GEED BOOK PAGE 223 j~~~,1 DAY OF wnr,19 INDICAT N S. )REVS L ARE AS SHOWN OR AS AY A FTA i' AT3 p CLOCK )ICAT In'6AT M. HOLDER REpSTI7t of oEEDIs
TROUO ENGINEERING P.A. ~ ' SWORN AN ~I ~'~IBEFORE
14 - Ctk~ERC STRE DRAWN DAi DATE~12/10/93 ME THIS ! 19 3. GREENVILLE, NC 27(358 ~ R SIGNED GNED l'~
t ) 58-835 . ~ q SIGNED , ,i . 8181 2 CHECKED CEP SCALE• t = 100 N.C. REC. N0. L-2980 NOTARY PUBLiC, AIY COMMISSION EXPIRES ON qT MWER ATTEST ^ BY •
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