HomeMy WebLinkAboutRecorded Map (3)NORTH CAROLINA HARNETT COUNTY
I,Mickey R.Bennett,PLS do certify that this plat was drawn under
my supervision( deed description recorded in Book SEE ,
page REF_ etc) that the boundaries not surveyed are clearly
indicated as drawn from information found in Book SEE ..,Page REF.,
that the ratio of precision as calculated is I: IOOOO:that this plat
was prepared in accordance with G.S. 47-30 as amended.Witness
my original signature,re.gistration number and seal this / yir
day of Au Ga) ST A. D. 2019. '
CARD MICKEY
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CURVE
RADIUS
LENGTH
CHORD CH.BEARING
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335.00:
92.09,
91.80' N 78'55'21"E
No. 1514
I, MICKEY R. BENNETT. DO HEREBY CERTIFY
THAT THIS SURVEY CREATES A SUBDIVISION
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285.00
270.00'
78.34'
74.22'
78.10' S 78°55'21"W
73.99' N 78°55'21"E
OF LAND WITHIN THE AREA OF A COUNTY OR
MUNICIPALITY THAT HAS AN ORDINANCE THAT
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350.00'
96.21'
95.91' S78°55'21"W
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REGULATES PARCELS OF LAND
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RADIUS
LENGTH CHORD
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25.00'
29.01' 27.41'
N 53°37'18"E 1 ol�-
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MAP NO. 2005-39
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N 86019'20' E 249
" 10.610 AC.
26591 SF
0 0.607 AC.
N 88011'58"E 269.11' 26428 SF "
81.63,
87.48'
2.5U66 SF 2/ n \SF
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25048 SF
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
PROPOSED SUBDIVISION ROAD _ I"F $y'
CONSTRUCTION STANDARDS CERTIFICATION
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APPROVED `t ' vies 71r.1 I 4 I
DISTRICT ENGINEER I I I
DATE r360 4 !A L Ot
LEGEND
LINES NOT SURVEYED --------------
LINES SURVEYED
EIP - - - - - - EXISTING IRON PIPE
ECM ------ EXISTING CONCRETE MONUMENT
EIS ------ EXISTING IRON STAKE
EPKN------ EXISTING P.K.NAIL
ELS ------ EXISTING LIGHTWOOD STAKE
NIS--NEW IRON STAKE NIP --NEW IRON PIPE
PKNS------ P.K.NAIL SET
ERRS ------ EXISTING RAILROAD SPIKE
NRRS------ NEW RAILROAD SPIKE
EMN------ EXISTING MAGNETIC NAIL
NMN------ NEW MAGNETIC NAIL
ECS------ EXISTING COTTON SPINDLE
NCS------ NEW COTTON SPINDLE
EIP/EIS --- (CONTROL CORNERS)
ECM/PKN/ECS (CONTROL CORNERS)
C/L--CENTER LINE N/F--NOW OR FORMALLY
CP--CALCULATED POINT
CB&D--CHORD BEARING AND DISTANCE
D.E.---DRAINAGE EASEMENT R/W--RIGHT OF WAY
EX. -----EXISTING AC.--- ACRES
` \\ II AUTUMN CT. S/D
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SOLID ROCK MINISTRIES CHURCH
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MAP NO. 2005-39 z 90.23' 151.43'
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CURVE RADIUS LENGTH CHORD CH.BEARING/
C17U 350.00' 218.31' 214.79' N 88"54'59"S9"E
C18U 270.00' 168.41' 165.70. S 88°54'59"W
CIS 285,00' 177.77' 174.90' N 88°54'59"E
C17 335.00' 208.96' 205.58' S 88°54'59"W
N 86041'11"E 373.96'
127.12' 99.86'
0.658 AC.
28669 SF
0.673 AC.
29302 SF
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21 0.580 AC.
25246 SF
22 0.576 AC.
0.5 6 AC. 25098 SF
25092 SF ty,
N 83046'02"W 224!.30,1
VOLUNTARY AGRICULTURAL DISTRICT
This Development is within one mile of a
Voluntary Agricultural District.
EZEQUIEL NUNEZ
ADRIANA VERA NUNEZ
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0.775 AC.
33750 SF
85 Oi'
N 83046,n2 W 549.44' 1
0.581 AC.
25294 SF
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0.874 AC.
25737
38064 SF
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0.575 AC.
25040 SF
16
0.575 AC.
25033 SI
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0.914 AC
39805 AC
RADIUS
10.00,
65.00'
10.00,
25.00'
50.00,
25.00'
TM?•5?"E� IF
15
0.575 AC.
25035 SF
61.00, 1 77.00•
FINAL MAJOR SUBDIVISION
10
1.929 AC.
84025 SF
TH CHORD
1.41' 8.1
5.54' 86.6'
5.41' 8.1
.03' 20.4
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O.BAC.
36779 SF
S 88050'04"E
192.64'
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1'/S 9:07-10"E 1 1
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7 1647'08"E
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1' 82"41'27"W
1.388 AC.
\ 60462 SF
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0.805 AC.
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35075 SF
N 89050'49"W 518.22'
/
DEER RUN S/D
MAP PC F4SL:549A
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0.737 AC.
32117 SF
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SENTER - MATTHEWS LLC
DB:3107,PG:750
GRAPHIC SCALE - FEET 1" = •4
SHEET 3 OF 3
TO BE USED IN CONJUNCTION WITH SHEET 1 AMD 2