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c y, = 193,237.9 4 Afeters ~32D E = 630,228. 63 Meters / - r~ o h a 0o rsrn
1511 ti by 1y66 \
h r~ 5 p _ SP~K CAL IntersePtlon ti ✓ ! 3 SR 1440 nd SR'.1439 r N \ \ \ \ / 70 Ir
1403 yy \ \ \ I
~yti yk~ yyA ~ ~ ~ ord n Matthews ~i
~De d Boo 330, Page 20
VICI IT ASAP y p
o Scale Q Oats r
Gordon Matthews 44"E ~4X2015
SITE DATA Dead Bank ~3~ P age N 2T 1
TOTAL AREA IN t~ CT = 19.463 Acre / Ati PP Watershed Thzos is arealnot~in a
TOTAL NUMBER LOT5 3 District IV. waterstled d1s rict. 1 \ pl a y 117.2' - `y 1 % 100(0 50
- 70 Ac. ss \ LARGEST-LOT SIZE 0.
MALLEST LO?' S = 0.5, AF. c , Iss 8.4 ~ ~ ~ 10 ~
M1NIMUM~OT WIDTH = 100.00 Op _ 10.576 Ac.
MINIMU CAD-S` DTH = 40.00' ordon L, Matth ws cN, 4°E 157 9 4 \ / e eed Do (1 , \ w~ O q-, \ _.oJ 992 Page 19 E Arlo 73'27 DwEJ1ing / \ . 1J 7~ , \ o o 1- N • ei i .r
9 ~ o \o N 0.5~6,Ac. 1~~ o Iti
VGTH OF STR ETS = 1,764 IF I I 1 p~ ~1 A o pV ® i
I l 8 p0 10 0 w Da V ~'3 ~6• • \ \ m 0.576 Ac. low ff~ / ;,O~S-SERVEV TREETS ARE P~ E UB IC DEDIC TED 1
V 6 i/ I 1 A PP PP Sed 1p12
OTS SERVED IND ID4L_.,SEPTIC S TEMS x. Axl
B r~R T COUNMUNICIPA WAR 5 STEM s6°52 57"E 43.86' (Total) L-5 74.a, 0 121. (
0 ine w 0,576 Ac. 1 0r• 1 LL CONSTRUCTION OBE IN CORD9NCE WITH ` t W r C5 q \ g 4 y e r
ARNETT COIjNTY AND NZ DOT, STANDARDS-AND - I ti i) y6 A w rNC
r SPECIFICATIONS. \ fb I car o I 0.576 dc. pk t oP' 161 w ,~fl r o 05 6 Ac i 9 4 r,
w 1 L za
DRAINA EASEMENTS SUBJECT-TO CHANGE UPON r
APPROVAL OF SOIL ANk.EROSION CON,7ROL PLAN--/ b pp 0.57 6 i 0.576 Ac. / 12 1 g ~g/ ' ` 1 4 0.576 A. 1- s c i \ ro i W 9 0.576 Ac Q I 1 yl 0 rn
o ~ y % Po Oq' 8 ° 15 ~P - ----DEVELOPER SHALL CONFORM T 0.57 ALL HARN CO NTY of p' ~ / 0' 146'
SOIL AND EROSION CONTROL REGULATIONS / / I g ~25 39 • - \ 11•5 0.576 Ac. 5p o'i e y 1 1
\ \ q~ 9.1' 251 j %SZLZ' 122.3 L = 116.2 $ 1 ~P 16
, WATER LINES SHALL DESIGNED IN BETTER DETAIL WITH Prop. s ai /104•g 132.5 . pp FH '7 7 P
THE G0 TRUCTION PLANS AND-SIGNED AND 3EALE 89"12 45' 20.6 T r 'p11 FH 0576 c.
BY A PROFESSIONAL ENGINEER. / /-40'6
83° 5 W/w4si-N-89°]x'45 i w Prop. B w R Ow 25 p / / 91.1 THE EXISTING DWELLIN ON LOT 7 SHALL BE REEMOVED,--- 1 p,7' P N 246.8 = 138.7' °"f
EXISTING I / 9
\T SHALL BE ABAENDONEEM AV~D WELL ON LOTS 7 AND 8 C r o / 9519p - - - - - - - q 1W \ 1 / yo ooyyI 0.576 A~. -Ap 3 s \ 0.576 A . \ 1 c5-- -qs-
Curve Table - - 2pVol ~)sf 29 v 1 ryo
i - t 0.576 Ac. Curve Radius Length Delta Chord Chord Bear. - Sandra B. Altman e ) r' ` 1' 0.578 Ac. r
C-] 25.00- 1 33.32- 1 76-22-24- 1 30.91 N 45°3412 E 1-Deed Boo 493, Page 2
- J PP \ 0p y~ 30 aka , \ roo 42 0 yo1-~ -J c
~ ti ~ 68 0' \ •o. f' 200.8' \ 51.1'x' ~ ~ Line Table 0.576 Ac.
N 68' ;30" 27,s' lo/w o`f~t
Course Bearing Die ance_ I 12' Dirt P th El3 (Sent) Of > ~1 a rp w 5 'Public R%W prop, ed 4"-water- w
L-1 N 07°2300 36.5' N6g°~7J 0.576 Ac. , `ku i p• w 6-68'6.?~3W Eas= 51. bb D / 55.T .B5~_ 1 8.2' 44.2 L-2 N 08°42 E 9D.5'
652" E 99.8 % 2e a :Z 10 L-3 4:0 27 - - o
-4 51 E 40.5 \ y s A Job n N. Cannon) 0.576 Ac. I~ va r
L-5 N 1015'5D E ew 20' A ess Easement 2 p4, (T r'4' 1 r ~4 N~ y~
Deed Book 2164, Pag 465 N 00°14'46" r EIS : pp 1 25 Z$ 19.85' EIS I I U 'S o N 11
/ 1Aap Number 2004- 62 ! y O 0.5 6 Ac. p 0.5 24
3 "N y y o t , POND
Harnett-County - - ~~11** >,k Ns95 \ \ ~ 4 W ~ #-0,5 7s A -----/Minimum Buildi: J bB d II
N 71°324h 1 r9p 3, A~ ~W I Setback Requirements 49.05' i
ti ti ~Tgts~ _ _ - ---RA-E2Da RA=20M, RA-30 &-RA-40 ~ V I` J 0;9. l i-
R/IY 5 \ - REAR: 25' T I Watershad is area nptin a El { N $32'36
SIDE. So' atershed yistrict. PP 1
CORNER LOT smE: zo' District 1V. r
d 51 1 1'eeaBook Z 14, Page n
/ / / Map Number 2 05-3~ \
FEW FLOOD PAZARD STATEMENT not NT
loo shown off this 0e not WBook
,located wi n the FEMA 1EMA 100 year D ed Book Flood Hazard Area,de shown on Bo FEMA m p No. 70B500050 Q /
EPPe a Date' April 16, 1990
1 OTE. 10' } 0 \
~10' x 711' Sight Triangle I
\ s>Zell be pia ed at ell sti~et interse gbns as I - r;
hereon.\ 1
i
d
GEN AL N~JTES: F
\
1„-CONTRACTOR SHALE~VERIFY {~E LOCATION ALL EXI ING
UTILITIES, A(VD SHALL BE RE5 ONSIBLE FOR NY DAMA E \
RESULTING OM HIS ACTIYITI CALL UTILI Y LOCATI
S VIff,46 R)OURS PRIOR TO AVATION.
2 CONSTRUCTION AND MATE IA SHAL xBE IN ACC RDANCE W~H j~
THE HARNETT COUNTY AND NCJIjjQT STANDARDS AND PLCIFICATIONS. A f
3. T0P9GRAPHIlC NFO~MATION AS 1 R CGS. (LIDAR)
4.IBEING OBTAINED SHALL~E STiJ))R E PRIOGRAD PERMIT
EING OBTAINEDAINED FROM HARN CO NTY EROSION CON CONTROL. a
/ Y NOTE:
E:
THIS DRAWING IS THE PROPER ;oD uring the co NO nstrucyon f this p oject References P Thi plat is prelimi ary to lay ut pan sh et only. an iron stake is seta 15' offset from he Deed Book 493, Pa a 2B
acia] front (right of way) corne of all lots. It oes not conform o G., 7-30 as a de an Deed Book 561, Page` 151
T I & ASSQCIATW-PRO SSIL SU EYOR, P ~ S NCIL 'AND IS N ~TO BE REPRODUCED OR IN TfHO R IN j / After the strge side slopes and or shoulders is not int aided for ales o reco daLon p. Deed Book 117 Page aq7 a,
have been constructed and stabilized, iro D e to th,~ generalized na ure c~~ th s ] t, th Deed Book 11&0, Rage ll
PART WTHHOUT PERMISSION stakes will be set at all corners as shown ' Deed k 155 Page 907 ots shoyvn may or mayot represe t a to 1 of 1 i
IT-IS NOT E USED ON ANY OTHER 16ROJI AND IS TO BE / Map Book age 61 hereon as is in accordance with Title 1, ~ of layout. Refer t~recorde subplivisio Chapter 56, Section 02 aragraph/( c pl is for fl al thers as Shown \
RETU17D UPON RE UEST- the North Caro in Administrative C de. lotidimensions and reages/ ii iii
i HRR-816
i