Alex Place- Preliminary Illul
1
COARSE BEARING DISTANCE COURSE BEARING DISTANCE LOT AREA
CURVE RADIUS LENGTH DELTA CHORD CH.BEARING 50' - 60' RiW
CR- I S 17020'02"W 117.64' CR-21 S 52°13'01 "E 38.90' LOT 1 0.63 ACRES so' - so'
CR-2 S 34018' 13"W 141.30' CR-22 S 38°52'05"W 83.82' LOT LOT 3 1.85 ACRES 6' zo' 3 1.94 ACRES 20' s' 6 C-/ 25.00' 38.56' 88°22'23 34.85' S 44°42'57"E
CR-3 S 10°00'54"W 98.60' CR-23 S 12°18'50"E 157.08' LOT 4 1.03 ACRES CR-4 S 36°35'14"W 144.41' CR-24 S 42°30'57"E 80.15' LOT5 0.81 ACRES lo'
FT. F CR-5 S 11 045'03"E 45.58' CR-25 S 71043'03"W 49.88' for 6 0.82 ACRES P e ` t/4' ➢ER 1/0' 4' PER FT. j I. • PER F
CR-6 S 75°26'07"E 27,18' CR-26 S 26°45'06"E 63.16' LOT 8 1.33 ACRES
CR-7 S 62°38'25"W 39,72' CR-27 S 05°53'44"W 47.09' LOTS 2.55 ACRES
FEaRE~ NCDOT SPEC. B CR-8 S 20041'29°W 23.93' CR-28 S 26021'24"E 66.24' for 11 0.58 ACRES EC 8" ABC STONE CUT f a` COURSE BEARING DISTANCE
PAVEMENT CR-9 S 32°03'22"E 71.72' CR-29 S 16°54'13"W 43.31 LOT 12 0.58 ACRES A•,~ Y~6 FLL T DITCH WITH
CR-IC S 24°15'42"E 95.75' CR-30 S 05°48'34"W 77.06' LOT 13 0.58 ACRES LOT 14 0.58 ACRES I BASE AND L-1 S 88°33'00"E 228.92' L5' DEPTH II
CR-11 S 21°09'56'E 100.61' CR-31 N 83°15'57"W 42.39' LOT 15 0.57 ACRES TYPICAL CROSS SE( CROSS SECTION (NTS) L-2 S 88°35'25"E 270.59'
CR-12 S27°38'04"E 38.39' CR-32 SIG°22'28"W 25.38' LOT17 0.58ACRES PUBLIC ROA PUBLIC ROAD L-3 S 88°54'09"E 131.95'
CR-13 S 17006'19"W 62.09' CR-33 N 69021'22"W 42.27' OT 18 osBACR s CR-14 N 81 °05'56"W 40.35' CR-34 N 15025'41 "E 25.57' L-4 S 88°54'09"E 18.51'
CR-15 S 26049'30"W 129.63' CR-35 N 87020'23"W 69.98' L-5 S 88°36' 13 "E 41.49'
CR-16 S 05039'57"W 44.52' CR-36 N 69039'02"W 74.06' L-6 S 88°16"18"E 80.08'
L-7 S 85°24'51 "E 504.06'
VICL~~ITY Mf~P N7 CR-17 S 46045'27"E 63.44' CR-37 S 11002'12"W 109.81' CR-18 S 13008'44"W 21.56' L-8 S 00°36'58 "E 29.60'
CR-19 S 69042'02 "E 31.76' .L-9 S 00°3 I '06 "E 229.77'
CR-20 S 15041'02"W 146.58' L- 10 N 84°36'27'E 170.87'
LEGEND MAP
CMS - CONCRETE MONUMENT SET Eaar6 Certiilcae
ECM -EXISTING CONCRETE MONUMENT The Harnett County PlanningBOardhefeby EIP - EXISTING IRON PIPE ap loves thIS pre in lat.
EIS - EXISTING IRON STAKE _
ERS - EXISTING RAILROAD SPIKE D e Cha rn
EPK - EXISTING PK NAIL
EN - EXISTING NAIL
IPS - IRON PIPE SET i~tsa `
ISS - IRON STAKE SET RSS - RAILROAD SPIKE SET 1i
NS - NAIL SET 3 i i
R/W - RIGHT OF WAY
D.B.- DEED BOOK
B.M. - BOOK OF MAPS
CL - CENTERLINE MBSL - MINIMUM BUILDING SETBACK LIMIT
SB - SETBACK
EP - EDGE OF PAVEMENT /
SC - BACK OF CURB / Mi - MANHOLE i
/ UP - UTILITY POLE i
SL - STREET LIGHT
CONSERVATION BUFFERNOTE: NO STRUCTURES, SEPTIC LINES, OR P. L. PROPERTIES /
OTHER INTRUSIONS ALLOWED INSIDE BUFFER. 26,6 ACRES /
CONSERVATION BUFFER SHOWN PER MAP PROVIDED MAP 42003-219 /
BY HARNETT COUNTY PLANNING DEPT. y ` .a1
1
/ GRAHAM F. HOWARD
/ PIN N0664-98-52
/ MAP N2003-297
10.7 ACRES
PROPOSED 50' PUBLIC RiW
\ PROPOSED 6" WATERLINE
\ OLD PROPERTY LINE OLD PROPERTY LINE SL
PER D.B. 828 PG. 281 \ PER D.B. 828 PG. 281 515.47'
99.52 - B 500• _
- 97.98' 58 45.86......... 96.32 % l U M i
- EIS aa.as' WHITFIELD LEE MORGAN EIS L-13 EIS L
2 E KATHRYN C. MORGAN 289.83' 8 49.63' 1' 1
6S SL V D.B. 1419 PG. 793 1, ~ i
w N om Z ~ 13 14 N 6'~~~ ~J
S29o 11 w ° (D12 g . N O m~ -~~N _ FHP• O A o W A O w 17 3 4~S w a W-- n -
8 W ~ Co A m m i
f y. A=45.51' °A=Igg 17, FH m 651A 3q~ s~ Epp
0 F.
w~ St? / 92 s, 2 A,135.02' F
~I FIRE HYDRANT & SL• z N 05°43'41-")V 150.00 w_w A=262.32w R'6l9 w 8 ?A- 66 SL 1 BLOW-OFF ASSEMBLE 86' v A= 133.66 w/ 6t4 LANE a • 5Z~ A-185.84' w ~
w / c
ISS ON 1 - A,65 R•5859 w w w w w P
BANK OF CREEK Ii A6" 4-159 09, J RRETT BA A,99,71' `
2 E 0' Z 56 CR 3
KENNIS EREEX__~ ® -~~~-PUBLI o N CONSERVATION BUFFER o o n~i 1
v m 'Z r A
~a) O N Q- N gyp" 03
NO pm N
9 m CONSERVATION BUFFER m aro V_ U UNSUITABLE SOILS £ % d (SEE NOTE) t r I
4-3 cn N N N nl DON E. WIMBERLY, III ! UNSUITABLE SOILS LINE As NNsulraeLE soics m N w~~ w W.
KATHY S. WIMBERLY IDENTIFIED BY THOMAS BOYCE,. - m - I I
D.B. 688 PG. 3 G LICENSED SOIL SCIENTIST.
p £ CR-5 I_
K E CRE ,
NIS - KEN , I
- CR; ~R~~s ~ •OR~~sREEK ~~~F, - R-30 p, ANN, -R C C
S
I
RUN OF KENNIS CREEK----~'CR- ~ I, BENTON W. DEWAR, PROFESSIONAL LAND SURVEYOR 3
NO. 3040, CERTIFY: IS PROPCRT I LINE THAT THIS PLAT IS OF A SURVEY THAT CREATES A
SUBDIVISION OF LAND, THAT IS REGULATED BY COUNTY OTHA MCLEAN
OR MUNICIPALITY ORDINANCE THAT REGULATES 1NEZ T. MCLEAN PARCELS OF LAAR CPLS ND.
D.B. 357 PG. 581 BA - LS
NTON W, DEW 3040 L
ION LION ~i v~ _
L BENTON W. DEWAR CERTIFY THAT THIS PLAT WAS DRAWN UNDER _ CP
MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER C~ RAW SUPERVISION: THAT THE RATIO OF PRECISION IS I:_ _ - ~ 00 BENTON W. DEWAR AND ASSOCIATES
THAT THE BOUNDARIES NOT SURVEYED ARE SH AS BROKEN LINES PLOTTED pFpQM INFORMATION FOUND IN BOOK _0'.M,,(~~ - CONTROL CORNER PROFESSIONAL LAND SURVEYOR
PAGE THAT THIS PLAT WAS PREPARED IN ACCORDANCE EXISTING COTTON 5920 HONEYCUTT ROAD
WITH G.S. 1-30 AS MMENDED. WITNESS MY ORIGINAL SIGNATURE REGISTRATION NUMB /AND SEAL THIS AlftAY OF _.JUf4f SPIKE C~ INTX, HOLLY SPRINGS, NC 27540
PH. # (919)-552-9813
BENTON W. DEWAR, NCPLS - 3040
LAYE6 GNCWFRD/03/650
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