20021534 Ver 1_Site Plan_20020916

~ / ` / / ~ ~ ~ / i SITE DATA
VANCE SPARS HARRINGTON and ( l / 10' DRAINacEEASE~ENT / 50' R/W
WILLIAM HARRINGTON ~`,i ! T~ 36' B/B 2' S' TOTAL ACREAGE ...............................................15.9869 AC.
0.8. G-33, P .321 / / T9N82 f g r ~ ?~1 PAVING SECTION TO BE OETEAWINED BY CBA TEST
/ / ' PER 1 FT. '~i pER 1 FT. SLOPE PER 1 FT.
a ° SITE , " / ~ 2./ 3'-6"x4" NUMBER OF LOTS ....................................................67 LOTS
CABC UNDER CURB ~ 24" ROLL TYPE 5` CONCRETE I
CURB 8 CUTTER SIDEWALK ' r LINEAR FEET IN STREETS .....................................2,507
I ~g TYPICAL STREET SECTION ~
( / ! TYPICAL SWALE A A SR 1202 / / ~ " MACGREGOR DOWNS ~ ~ ~ E DIf CH G CL RUN 73.6 I
ROAD / ~ / ' ACREAGE IN RIGHT OF WAY
~ / ! / ' PROPOSED R/W ....................._................_..........•......2.90± I
~ Q / / ~ fn / / / , ~ ~ SS EXISTING R/W (NCSR 1202 ) ............................0.6780
° 0 1 ~ / 10~ 5D' R/W ; TOTAL .......................................................................3.57±
CI~ ~ l - `t % l l / r 1 ~ ~ ~ 0 rY LIMITS ~~'rv r~ ~ l ~ ~ , ~ r . S~, I
l :'h I ! / ~ r r~ F ~ l SHADY ACRES ! e~ 'ADY ACRES MHP) 2e' e/B 5' , z,, " DETERMINEOCBY°CBA TEST , „ ; ACREAGE I N OPEN SPACE (REdU I RED ).......2 , 2963 AC .
YRTLE RUTH DIX E RUTH D I XON and ~ PER 1 FT. ~q" PER 1 FT. SLOPE PEA t FT.
/h ! / / , ~ r ~ ~ DELPH IA EL IZABET , ~ (COMMON AREA) (PROD I DED ).....,.2 , 3069 AC A ELIZABETH CRAFT 3'- 8" x a"
CABC UNOEA CURB ( B. T-23, Pg. 635 s' CONCRETE I B. X-23, Pg. 115 24" ROLL TYPE SIDEWALK
WY 26 r ~ { OPEN SPA E D 8 X-23, Pg. 1 t....,. 4 / / I / ; ~ ~ , ~ ~ D.B. F-25, Pg. 5 1 : r ~ , / 'til / I COMMON AREA}` ~ ~ N 72,z B. F-25, Pg. 568 CURB 8 GUTTER ? AVERAGE LOT SIZE ..............................................6, 574 SF I
~ ,l / l / r// .I. ~ ~ SMALLEST LOT SIZE ............................................6, 460 SF
i ~ / / , 6 1' ~ / r , MR SR 9 MR TYPICAL STREET SECTION 1 I
STATION HICKS A. POLLARD , / ,r, - _ SS 0 8 RAOI r 83E, P 103 ~ / ! / / ~ °7 I
~ ~ 9• ' l ! ' r r' r 1 ~ L ~ ` ~ ~ MRS ~ , / / ~ r, r 11 w o ~ ~ ; 2- I ZONING: I
I EXISTING ........................................................................MR
VICINITY MAP ! / ' ! ~ ~ ~ I N ; ~ DRIP RIP S9, I ! ,r r E ~ ~ 3C / / ~ ' ~ ~ t o rows 9' ~9• ' MENT I 1g, 30 DRAINAGE EASE \ ~ i''~ .
SCALE: 1 = 1000 ! ! ~ ~ ~ ,ti ~ . .
15 , / , q / / n ~ ` ~ CL RUN 6T. NOTES: ` r'//' • a Rut~7o.o 9
STORM DRAINAGE SYSTEM / ~ v; , o- ' ` ~ ` r / , ` ~ S EXISTING RUN „ 20.9• ~ RIP RIP 1) CONSTRUCTION PLANS SHALL BE APPROVED BY GREENVILLE UTILITIES ~ 6S~1 ,22'15 E tOTONS ~ COMMISSION (G. U.C.) AND THE CITY OF GREENVILLE PRIOR TO THE
r` `1 ~ ` N82 F~ CONSTRUCTION OF ANY WATER, SEWER OR STDRM DRAINAGE.
DRAINAGBPIP&S ! ~ ! ! ' PALMER CO~JRT ° t,, ~ ~,~a~..~•,,~. DRAINAGB STRUCTURB DADA STORY r , , ~ ~ ~ 6 ~ / ,,,fir e,~ , ~ F 1 ~ 6 ?0 , ''•.,E,(~ S. •9) 86.53 4 E _ 2) ALL REOUIREO IMPROVEMENTS SHALL CONFORM TO THE CITY OF
N0. ?OP NORTH EAST SOUTB ?E5T FROY TO bBNCTN S/ZB % GRADB / , J,; , t 50 ,R/W - 2 8 B / B - P @~L I C) c,~ '~'p~,,, ' ~p•,• ~ ~ P ~ ` N - ~ EYRIES AND THE 1~ ~,ERrP ~ ~ 41.0 ~ r- - _ 1, , GREENVILLE MANUAL OF STANDARD DESIGNS AND D
FES-1 - 69.0 - - - S-1 C-1 ?44 / r~ , ~ v,r; ; WATER MAIN - _ - 14' 30 ACP 0.30X l ~ ~1 / ,',`N,,% r 0~ 1' EASEMENT 0<u~ , Q(,4T yF ~ -CL RUN .85 , - ~ ; , ~ ~ MANUAL FOR THE DES [GN AND CONSTRUCT ION OF WATER AND • ~(1R~ RY ~ L R .96 ` : _ WASTEWATER SYSTEM EXTENSIONS FOR G.U.C.
FES-1 71.0 CB-1 CB 2 ,r 14 ~ 3 Q ~ , FES-3 - - - 74.76 - CB Z CB-3 116 24 RCP 0.30X ~ ! ~ r ~ ~ ~ h ~ 9g ; ~ ~ (5' EACH SIDE 4, ~ ~,Sr, \ .~~sFT r _ ' t C ) TS SHALL EQUAL OR EXCEED THE MINIMUM DEVELOPMENT ,i•; T ~ I{ i _ - 3 ALL LO Y OF GREENVILLE ZONING ORDINANCE.
- 7 . - - C$-2 DI-1 14 15" RCP i.OX , ~ ~ tl ~ ' r' 11 ~ ~i' ~ ` AT R MA I N) Q ~ FES-4 9 0 ti p s ~ ? ~ \ ~ ' _ .•j STANDARDS OF THE CIT
fES-5 - - - - 19.4 C8 3 C8-il 24' 24 RCP 0.30X ~ I / v I N ( .Q~ g ~ + ~ Q~~~ N p - ~ ! lb lG rn r r 9 ~ 1 U , S , ~ - - ~ ~ ~ - ~ ~ ` L SERVICE PROVIDED BY GREENVILLE \ ~ \ 4) WATER, SEWER AND ELECTRICA
FES-6 - 15.44 - - - CB-f1 DI-3 720 15 RCP 2.5X / / / J / ''r((r r r ~ ~ ~y• pSER 1 1~ - "y Q ~ I , JJ lJ / V1 ~ ~ 0 O DI-1 T5.0 70.61 - - CB-1T CB-4 J99 18 RCP O.7X ! / l ~,,i , ~ ~ ~ Q t ° ~ SS ON. o .b~ ~ UTILITIES COMMI I . r-.`
- - - CB-5 104 1B RCP O.BX ~ ! fir" l l l iri. l ~ „ 2 ~ ~ ti ~ r~ D!-2 lA0 T9.00 CB-4 , / •p, / 1i BO o ~ \ ~ f, t ~ ~ ~ ~ •,~,r•" I 5) EROSION CONTROL PLAN APPROVAL REQUIRED PRIOR TO CONSTRUCTION. .i
- - - CB 5 CB-6 24 15 RCP 1•ooz % ~ , / , , 13 N ' 19 013 77.5 - T9 0 l ~ i ~ , ~ - CB-5 CB-T ?58 15 RCP O.BOX ~ ! ! rr,, r , , e1e m ~ 19 .r 5 - m • - as OPEN SPAS 1
CB-1 74.90 IA f0 - 70 ?0 - / ~ / ~ - 15 RCP 0.50X rl r ~ t 2e H- ~ ~ ~,1=~; - - - CB-2 74.90 70.17 - 70.37 10.37 CB 7 CB B 148 , ~ ~ / Q / , 1 -a' P i ~ ~ ~ i / ,~~3' - A 1 6) ALL UTILITIES SHALL BE UNDERGROUND. M (COMMON AREA ) i ~ ~ 1j
CB-3 76.58 - 10.72 - 10.8? CB-B CB-9 24 15 RCP 0.50X l ,,Q'~ / h~ , 9~' i1 PER~S16`~iBUlrs y, ~ 2~, ~ ~ , 1 ' r r/ / N r 20 ' • ~ '"q ~ ^ r , 1 i 7) BOUNDARY AND TOPOGRAPHIC SURVEY BY PARKER AND ASSOCIATES o - ~ 57 52 LAND SURVEYING.
CB-4 7T. 19 7835 - - 72.45 01-1 CB? 104 i5 RCP 2.30X / ~ / p ~ , J , , , , ~ 5) , , ti CB-5 77.60 - T3.32 73.42 .4 fES 2 CB-f0 151 24 RCP 0.40X ` 1 ' - ° ~ \ ^ I -
CB-6 71.60 13.48 - - - CB 10 CB-11 ?9 f5 RCP 1.00 / ! / r ti ~ o' FE ce-i ~ S2, / /'r / q -t-- ~ 8) STORM DRAINAGE PIPE SIZES ARE APPROXIMATE. THESE WILL BE 21 ~ , ~ +n FINALIZED ON THE CONSTRUCTION PLANS.
CB-l 78.56 - 74.71 - 74.81 C8-f0 CB-11 88 i8 RCP 0.60X / / dy , / J , 12 2YPx25' s. T. , ~ MHTT 0.37 78.54 MH-6 \ ~ ` ~ wa
- - CB-12 CB-f3 b0 f5 RCP 3.17X , / 4r;.7~ 7 t ~ ~0/ CB-8 19.38 15.55 l5 65 / _ _ 15 RCP 0.90X ! l ~ 1 Q/il - 1 i' r ~ / / i cs= t ~ CB-9 79.38 15.77 - C8-13 CB-14 88 ! (1~ / ~ / 3.;; , ?S' , ~ r : / / g5 S 2 ~ w 9) HYDRAULIC ANALYSIS IS REQUIRED OF THE WATER DISTRIBUTION SYSTEM. ~ ~ ~ ~ o r, I' q ~
- 4 15 RCP 1.OOX 0 ti / ,1 ` CB-!0 78.54 71. TO 11.80 71.8 CB 19 CB-15 2 / , ny / ~ / ~r r/ r ~ , ~ r / R ~ S?' c ~S' ~ • ~ 3 0 4' N 10) ANNEXATION REQUIRED PRIOR TO RECORDATION OF THE FINAL PLAT. ~.M ~ ~ 25 o wQ e(
- - - CB-14 CB-t6 158 15 RCP 0.30X l l Ctrl ~ , ~ ~ C~ CB-f 1 78.54 TL 95 N '26 ° t'~ aw 4 "DIAMETER PIPE OR LESS SHALL BE PIPED. , ti a w 11) DITCHES REQUIRING 8
- - 148 1.OOX l l l / 2,r~` , ce-t3 ~ ~ \ CB 12 79,90 12.31 T . 71.42 CB-12 DI-3 r l ~ I.NII l - ~ ~ ~ ~ ~ CB-13 T9.08 15.31 - 75.41 - FES fES 3 31 15 RCP O. bOX l ,r^ l / ~ r rI ; r 11 , ~ - - - - - ` •,,8 . N o ES 0,~ `.Me( ~ , a ~ 12) OUTFACE ACREAGE FEES ARE DUE TO GREENVILLE UTILITI
CB-14 19.31 16.10 16.20 76.20 - FES-9 FES-5 120 15 RCP 0.30X / - j' ~ ' / ~ CONCRETE ~ ~ ~ ~ ' ! l 4ri 1 / ~ ' ~ r, S DEWALK ` ~z ~ _ 2 ' ~ ~ ~ Z COMMISSION. " C >Y _ _ 1 _MBL- 24_ _M8L 27 MBL 3 ~ w 0 a
CB-15 79.32 - - - 1. l ~ ! i ,;r, ~ , 111, / r~; ~ o I r C8-16 19.18 16.61 - - - ! l ~ rril ~l / `7 ~ ~ ~ 6S'ArFR _ y'-MBL_ AINTAINED BY THE HOME l 0 13) OPEN SPACE (COMMON AREAS) SHALL BE M
CB-JT 75.19 - 70.89 70.99 70.99 I / / / ~ ' ~ ~-8 ~ ~ 64' ! ~ a~ OWNERS ASSOCIATION. ~ . 52' N
~ ~ ;ri v rQ FIRE' ~i / o a~~. „ 50 ~ 14) SIGN SIZE AND LOCATION ARE NOT APPROVED AS PART OF THIS PLAN. to' 52' R IS RESPONSIBLE FOR COORDINATION WITH THE
l l ~ ;,P ~ i y ~ ELECTRICAL / , J / r, rh 10 HYDRANT, FE ~ i ~ EASEMENT / / / ;'',l l~~u , , p 79 32 ~ ~ 52 CTRICAL , , C( R~ , , THE SIGN CONTRALTO pARTMENT [phone] AND ~SEMENT ; 25 ` ~•y CITY OF GREENVILLE PLANNING DE
GREENVILLE UTILITIES COMMISSION ELECTRIC ENGINEERING lS,~,~` ` CL 8=475' ~ 25'x25' S.T. DEPARTMENT [phone] AS TO 7HE LOCATION AND SIZE OF THE
' ! l ' 'l l' r r'ti o~ ~ / / f vN ~ l l / ! IiVJ ~ J n M6( S TYp, ..FE d•777 PROPOSED SIGNAGE. ~ X75.66 MH-4 MH-10^~~ DBL
/ / . ~ r 1 / ~ / l r ~ '^Jl M~ /'Z~ f0' ~ / / ~ SWA 'C: 53 •'Ol-3 ~ FE 74r 0
/ r MARY A, SMITH ,o ,az ; , 108, 1 INV. o /'ti MH i6 ~ r 79 2 h EM l ! l l ~ , ~ , O C 2
SANITARY SEWER SYSZ ~ / MRS qj'' r'~ 9 r ' ~`V' i / of-2 ~ / / Q ' r 54 w _ ti" LEGEND
YAN80G8 DATA SAXITARY SB18R PIPBS l wr` ` ~ l r(i r~ _ / / ~ ! r , _ ~ 41 ~1 MBL , , ri
Y TO YN LBNGTX' SIZB" 2 GRI DB l / a,`' r` r r ti r 4 g YX N0. TOP NORTH GASP SOUTA /&ST ROY ! / , 1 ~ h ~ ALE Q 10~ DRa1NAGE i i ~ , DI•y SW 55 ~ w ~ EASEi~NT I ; v ~ 30 M8L r,! / TC TOP OF CURB
~ ti r ~ lo, r r v, C'~, ~ Swq( 75.17 68.62 68.47 - 69. TTf_1 EX.IN 1 49 11 8 0.4 ~ ~ ~ y / ; , ~ r 9 1 10, F ~ • A(F ~ w I ~M 1 to' ELECTRICAL---r.. TB TOP OF BANK IlUilllllll!!I/
1 18.00 68.91 - 68. B2 - 1 2 219 8 0.4 ~ err ~ , l i r 110 , b~ M pR 713. 0, S9 ~ Q ~ o r~ 1 ~ ~ ~ 1 EASEMENT 1 ~ ~~1~ lIl//// •S~ ~ + ~ r 1 •-66-- EXISTING CONTOUR H C S r ` 1:~ a i
2 3 79' 8 0.4 Nf , l r~ ~ ' ~ ~ l ~ , q 1N S2' ' 2 11.48 - 70.00 69.80 10 00 , l ? , ~ qG 11,23 0.41 10.31 3 4 147 8 0.4 ~ l ~ l S ; , ~ F ~ 3 7 / 2 J / / Q ~ y qSF 2 ~ ~ , ~ 1 R ~ ~ 4 i~ ,F r 2~ Q 66 PROPOSED CONTOU ~ ~ ~ t;q a ~ r ~ r ti
r 4 75.66 - 11.61 11.41 71.61 4 5 126 8 0.4 ~ MF , ~ , ~ ~ r ~ Np SF ~ o; 1 , r t5' DRAINAGE 1;' o DI DROP INLET ~ ~FNr ~ + 11 ' 1 ~ 1 1 EASEMENT , F- ~ Q t i 0 , r ; CB CATCH BASIN = SE~ a
- 72.11 - 12.21 5 6 235 8 0.4 / ~ ! ! ~ , r v l 4 8 5 76.6? ! i r ~ ~ N l r ~ 6 4 w - 8q, o ,I li 110 1 FF FINISHED FLOOR ~ s
6 78.48 - 73,15 - 73.25 6 7 82 8 0.9 / wQ r,/ ~ , i i0 , G", rQ h ~ / ~ 3 l 78.89 73.18 73.58 - T3.68 1 8 111 8 0.4 ' ' rr~' r r ~ ~ l r WATE MAIN 90' % 1 t~ ~ i1 ~ m INV INVERT ~ t V ~,i ~ ~ ,1 1 ~ ~ ONCRETE PIPE %
_ 9 64 8 0.4 / , l , r ~ ~ 11 ~ l 8 79.19 - 74.12 - T Q ; ; r / ; r~ 0 h ,l ~ EASEMENT h h .Q SWALE 5 ~ , ~ ~ N d 1 ~ RCP RE I NFORCED C ~ ~t~, ~4r y
9 75.20 - - 14.04 4 10 b0 8 .4 2 • ~ , / ti r m l _ _ 1 56 8 0.4 ~ , 7 , ~ yl r~ `Z' 1 (5' EACH SIDE ,~0 f0 75.20 - 11.85 2 1 ~e r, / ~ r ~ ` r ~ M >IDE ~ INV. 78. ~ ~ + + ~ LF LINEAL FEET 4, ( Q~NE ~ 1. ~ , 8 x, In , ~q ,,Q
_ - 7, i1 12 198 8 0.4 r ; WATER MAIN) 11 77.61 10.12 0 32 0 ~ , , vf~ 1i U 1 a ~ 3 MH MANHOLE ~ P? ~0~ r; h wr ~,1 r- -x- SILT FENCE ~~~NNII~IIHIUIa~\
- t1 !3 111 B 0.4 ~ , ~ r ti \'r" ~ r I`'.~'"- . cT. CHARL] 71.41 ) 1? 18.31 11.5f T1.31 , hr ~ , , 4 0 ~ r 1 ~r O 65 ~ ` ~ r CHARLES CIRCLE ~ ~ 11p' ~ w 1 11 ~ ~~.J EXISTING WOODS LINE
- 71.96 - 12 i4 ?t0' 8 0.4 ' 13 78.99 - ti w~ , 1 f l 32+ 3g ('Sp R/W - 28 14 79.49 - 12.25 - 72.35 f4 15 136' 8 0.4 ~ r t , u ~ , ~ R/W - 28 B/B -PUBLIC) + 1 1, 11p ~r v CLD CL DITCH INVERT 5 CONCRETE S[DEW9LK r~ ,
15 80.15 73.09 12.89 13.09 - 15 16 210' 8 0.4 , / ' l 110' w ~ ' ` 1 "~0 r ~ i ~R i0 ~2 ~ , 1 r CL CENTERLINE
16 19.44 - - I4J7 15 17 8 , / ~ , ~ , ; ~ ~ , 3~ / ~ ~ swALE 58 ~ ' N _ , INV. 78.5 ~ r ' ~ ; ~ 1, i T 1
17 81.19 13.69 - - - j ' r ~ lQ ~ ' r ~ ' _ l ,"Y .r r~. 'r ;l / , ~~,r ~ ~ ~ a rr 88 r ~~O - , 11 1~`, ++n, 29 a r +'i^u WILLIAM K. MALPASS, ,E. 18823
l / I / ' ' rN I 0 • • _ ~ 41 I MH 13 , 2 1 I Z~ 44 52' ~ 120 1 ~ ~ ~ ~ Q i , 1 1 1 ! 11p~ , 1 r
rr , v ~ r TypB/8 ~ r~" 1.10, ti ~4, i FE i , BETTY D. BARNHILL ~ ~ 1 1 ~ + ~ ~ ~ ` ~ APPROVAL 1 ~ r ' N I W
812 ~ ! / , rr ~y.~ SWALE ~ ~Q 11 78.99`. I r D.B. V-50, Pg. , / / h 5 ~ r • ~oY INV. \ r l ~ ~ , / / a~( /'1 ~ ~ , r l r' 1.0 (u ~ s ajti , v t ' ~ T N 1 S T°~ H ILDA HUDSON UPTON Q. Z I ~J ~ m M NARY PLAT N0.
45 67 66 ~ 6 ~ ~ ~ D.B. L-520, Pg. 622 THIS PRELI I l o ~ 1~ ~ i 30 ~ ~ ~af a / 61 60 ~ , , w
1 / t ~ ' w MRS AND STREET NAMES SHOWN HEREON WERE
15' DRAINAGE + r ;?ice o GREENVILLE PLANNING AND
, l , f'f r 4 ~ 3 , 1 + to' EASEMENT r 1 ) 2 APPROVED BY THE ELECTRICAL ' ~ j 1~0' t ,r'; N AT A MEETING HELD THE EASEMENT o ~ + ZONING COMMISSIO
A > N I, ! BOBBIE JO ALLEN ~ / / , ~ r MH-t5 15 MBL ~ i i 1
D.B. 146. Pq. 644 / ( ! / ~r,' ~ ~ --~-r- ~ ~S1NG 8 l:_ _ _ _ 2~_ - - ~o ~ / 1 f 5TM Y OF 1x~"`~, 199$.
/ , / / { 1y h h, 80.2 S / 2 5 0 ~ Gv / ~ N / ~ 31 1 CHA N
/ , / r r / 1 / ~ 1
CB-5 MH-2 , ~ ~A ii ` o ~ ~ a F 0 / ~ ~ , CITY PLANNER
. \ , / , / , ,~4r ~ r , ZO ~ ~ 2 R 2~0 , MH-t 4 - 1 ~ l ! ~ cur v 6' ~ CB 9 S ti MH-t 7.60 ~ /p, , 1S D--? t CB-6 ~i 1 _
~ I l l I (U 6 / r` ~ 1 , ~ 1 _
/ Q' ! ! r; r r ~ i ~ l + ~~l i r r S2` ` 52 52 52 52 2 5o s o. REVISIONS 2 52` 50' F~ 32 's
/ / 53 t / / / , / r ~ FIRE - + F s BY N0. DATE DESCRIPTION 9 9 r
~ ! l ~ 1 + r . • l t - - - - - - 6 ,PVC WATER , / / -HYDRANT--- ~ , , , r + / ` 15 MBl f F'G r ~rl~ RCN t 12/Ol/98 CITY RfVIEW
t;`r' r 2 r ~ ~l r 44 / / / ~ ~ r SATTE • FI~ 9sfT 1 ` NCN 1 i2/OB/98 CITYPiANNINC + ~ . F 9 , ~ T T E• F I E L D D R I V + -o., TOP OF BERM
MARY A. SMITH / ~ r / ~ l ~ / r,'•r,' r r ~r o pJ r r I t50` R/W - 28 ` R/W~- 28' B/B -PUBLIC) 2~, EL 81.5 ~ , LAND OWNER 0
& BRENDA I . SMITH / / ~ ` r r ~ a l ' to' ~ - , , / r ~ 7 ~ r ~ ~"~ELECTRICAL a^ to ~ , ~ 4n N N D.B. z-so, Pg. 255 / ~ ~ , 16 ~ FE y ~ EASEMENT ~ `~42 41 40 ~ 39 a 3$ o o r ' l ~ `zl MYRTLE RUTH DIXON and
, ! / / . , I r\ , , 80.67 I 118' ~ ! T / o o ~ 33 ~ r ~ r ~ a ~ 1! CHARLIE J . BR I LEY DELPHIA ELIZABETH CRAFT rJ 34 ~ r D.B. 355, P .861
/ / + 37 36 ( ~ , + / l / ~ ~ rr~ r ' s i i + ~ 36 3 g ~ 711 W, WASHINGTON AVE.
MR • ~ KINSTON, NC 28501
/ y a' Pvc caNOUi1s o t TOP OF BERM LANDSCAPED 10 DRAINAGEEASEMENT c„~ t~ ELECTRICAL LANDSCAPED EX. SEWER SERVICE TO [phone] ~ BERM ~ ~ '/-d : BRILEY LDT TO REMAIN EASEMENT / ~P N~~+` , IN SERVICE DURING
/ / ~ !i LANDSCAPED (2 PER SIQE) t M ~ BERM SWALE @ 0.65. s~`~' _ / ~ ' , 1 BERM 0' N ~ 10'xT0' S.T. 85.5 SWAIE ~ ~ + f r
/ ! / ~ ~ ELEC~ ICALI R ~ TYP. , INY• X -T 52 52 52 52 5 ~ 52 / / , / EX.ts"RR~cpPV r EAS ENT I SIGN Q ~ 128 81. 52 i ` 52'r 52' 52'~ FES-6 , CONSTRUCTION. • SP CE PRELIMINARY PLAT • EX. 15" RCP
/ / / w~ INV•BO, OP OF BERM 133 ~ ~ - - - - - _ T , / r E, 1NV,eo• L 85.5 _ _ _ _ - - - - P ~ -I#E Y AG _ ~ 1+ TO BEREMOYED - - - _ i W. INV. 77.11 EX. SEWER SERVICE _p - ~ E. IAY. 73.07
_ ~ 2q' 1 ~ , - e ~t P P R/W NON.T7.6~,,,,,~_
! / / i ~ , / 6, ~,~N . _
/ - - _ -2s'R - - - - - - - zao 79•e - - ~SBS° 3 ~•t"'~._.96 r..._... -Xia za~~ L_Sgg_ _ _ _ _x - - '`'-`"~~~-"`xcCD"IT.t --cLro-=: - 7°'' REFERENCE: D.B. T-23, Pg. 635, D.B. X-23, Pg. 115, D.B. F-25, Pg. 5 - as recorded in the Pitt County Registry. - 7 T~ TB: ` - --~-F' `-x' t-- -=+F-~-^a. x 'B'-'~----it==::.. X? 6: ~ ' 75.8 EXISTING 8" PYC WATER
' - 8 --gam'--~'.-~,,. xre"ei EXI$f NG 8" PVC WATER -xre-er.r;~F_ "'RTe'eDS ~ ~ ~~T~79.6 / / R/ W - tit: o, - _ , _ - - - - - - - - - -+4- - - r- -a _ -•a.r,• - - - - ~ °J. ~v/-i r- = = - - - -i~~ ~ r-, _ FES-5 R XfB-ez=r_ _.rr--- "f~'~-i-~~.--...- -----X•`LflJ~6~----------:.._r~P~~ -------------..,~EZ~.9.L----------=-- ~-ts~r ----3 as' - - CO. NORTH CAROLINA - _ - s3 _ • EP iS.e~' - GREENVILLE GREENVILLE TWSP. PITT
r- / i __.,.r-.---- - ---x PROPOSED 120 LF 15 RCP L N85°45 39 W 1 9 8 CL 79.45 ~ 0: ,5 ' 7,, EX.B"STUB ~
r N86°3>3=4"2"W 201.44' _ _ ° 'S6" EP 82_47 ---------^_---JI~'=B1•~_~~---------ilk 7_--~ - - W 282.84 • - - ----..._.._.-4- - r " L6'0? RK CONSTRUCTION CO. DESiGNED~ wKM ' N85~16 29 W 304.71 ~ DEVELOPER' BILL CLA ---------KF~'-TL~==•---•~----- ------------------i(~M71.01-_--------- = -7FP75.84--------------~--- ----~'B'?6------- r- 200 EAST ARLINGTON BLVD
N87 45 _~Ee.~1:u3____--__ EP ei.et - TOP T8. T2 T2 EXISTING 8" ABS SANITARY SEWER ADDRESS DRAwN~ HGN
,.,,,-„_-....•--OEX MH-8 EX MH-C EP A3.4 r~~ e, n° ruu runt cunT~ r cunT+ EX.MH-D f!AT,'1,1~TVTT T Ti' ur 97aFiA
r _ - - - - - " ABS SANITARY SEWER CL ]NY.74.98 - - - - L------------------------------------ R/W MON.77.48 TOP 75.17 U1FL' J 1\ T 1LLL1, 1I v hl i vvv _ W. INV.69.71(t)
/ _ E%. MH._-A.._ - _ - ROAD Riw?,oH. 77-e3 •----------E. INV.se.47- - - ----R/w------ PHONE [phone] N. INV.68.62(EZ~8"sTUe) APPROVED: WKM
~ R,W N C SR 1202 McGREGOR DOWNS I I
MYRTLE RUTH DIXON and (60'/70' R/W - 20' PVMT- - PUBLIC) I LEE ANN EDWARDS and DATE: 11/16/98
I i J DELPHIA ELIZABETH CRAFT i ASSOCIATES MALPASS & 100' ARLENE EDWARDS
D. B. T-23, Pg. 635 50 25' 0 50' t00 D. B. X-23, Pg. 115 91E. Pg. 347 3107 S. EVANS STREET, SUITE F SCALE: 1" - 50' GREENVILLE, N.C. 27858
D. B. F-25, Pg. 568 - 50 GRAPHIC SCALE 1" 1" - 50' i MR [phone]
MR i SHEET 1 OF 1
PROJECT NO. P-327 DRAWING NO. P327PREL.DGN