Deerfield- PreliminaryLINE TABLE MINIMUM BUILDING SETBACKS US 421 US 421
LINE BEARING DISTANCE (AS PER HARNETT COUNTY ZONING) LILLINGTON
L1 S32'48'26'E 104.42 - FRONT = 35' N
L2 S32'39'20'E 100,88 - SIDE = 10' 3R 2016
L3 S33'07'19'E 100.84 - REAR = 25' L4 S32'54'47'E 101.08 - CORNER SIDE = 20' (see note) 1i HATCH AREA DENOTES PRELIMINARY SUITABLE SOIL NC 2T
L5 S33'01'26'E 100.96 NOTE: THE YARD ON THE SIDE OF THE LOT ABUTnNG 9A
L6 S3326'25'E 100.95 THE sioE sTREET SHALL NOT BE LESS THAN 20 FELT. ACCESSORY RA1DOMS ON THE SIDE OF THE LOT ti
1_7 S33'30'27'E 100.78 ABUTrM THE SIDE STREET SW1L NOT BE CLOSER Gy N~
L8 533'29'11'E 100.98 THTo TW LOT LINE AWMW ON TMT SIDE STRM THAN E DISTANCE SPECIFIED FOR FROM YARDSLOTS eFP
L9 S33'23'48'E 100.91 FROWNG ON SUCH SIDE STREET, L10 S33'20'36'E 100.92 99
L11 S32'35'51'E 100.93 N>
L12 S31'28'070E 49.94 19 N Q.
L13 S29'46'12'E 49.99
L14 S26'20'33'E 49.93 L15 S23'17'07'E 49.94
L16 S19'54'41'E 50.03
L17 S1631'37'E 49.96 E I
L18 SI4'39'37'E 49.98 R/W~ RESIDUAL ±230.43 ACRES
L19 S13725'28'E 49.93 EIP ANTHONY B. PERRY
L20 S12'35'46'E 49.96 and wife VICINITY L21 S12'22'06'E 100.92 l1~ PATRICIA A. PERRY (NO S(
L22 S12'10'29'E 100.93 33.54' ~~3\S R DB. 1357, PGS. 74-78.
L23 S12'51'49'E 28.93 L4\?016
L24 S12'26'17'E 11.33 Z 8 '3j Q \6Roft RpAO l
j 1 tip M QQ' ' °j"~a~ 60 P08c SITE DATA .90 J .32 ACS. o, /r„
O n-y H y~ ' 1p\7T R/ AI' - DEED REFRENCE- DB. 1357, PG'.
3 y N q h n°i \I COL C1? tt - TOTAL TRACT SIZE 271.68 A
U) i0 c p 16z•Op' Lr3 4 I7 - PORTION OF LAUD TO BE DEVELOI
N
N o N/F 14 57 'O h h - ^ W 76 1 6 (WEST SIDE OF SR. 2016) M FRANKLIN D. HAMILTON 59 m y> 8? <7 fl - RESIDUAL (FAST SIDE OF SR. 201 OD and wife w 1.38 ACS. n M o u k~ 76 8 - NO. LOTS = 11
N TRUDY B. HAMILTON o 2257~N ^ 7 ^ h~~ a9? Y79 (gyp - MINIMUM LOT SIZE = 1.32 ACS.
MAP NUMBER 99-279 q N59' 13' 9 ?8C - AVERAGE LOT SIZE = 3.75 ACS.
NOTES a 5-1*41 . ~?p k
1. AREA BY COORDINATE CALCULATION.
2. PROPERTY IS SUBJECT TO ALL EASEMENTS AND N5305.A5 5.61 ACS. 64 RSf~7q~~r RIGHT-OF-WAYS OF RECORD PRIOR TO THE DATE OF 0 ?8 4\R ON ?
OF M7 THIS SURVEY.
3. SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF 46'57"N 5.82 ACS. O g \ $ROfs T A TITLE SEARCH. PROPERLY 6 SUBJECT TO ALL FACTS n? N5 e3 m ~~k' ?pls f
DISCLOSED BY A FULL AND ACCURATE TITLE REPORT. ERB 385.9 4.01 ACS. v . O , O
4. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES. ERB ' 4.10 ACS. O J $18'~w SR,
206 5. THISSPLAT OIS A CORRECTEREPRESENTATION OF THE LAND N??o84 5~~~ OR A ° 0 4.09 ACS. O EIP'14' ?0?7
PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH I 1s S'ty y ' m a • LOTF6
NORTH CAROLINA STANDARDS, GS47-30, AND REQUIREMENTS 77' 0A ti o M 3.99 ACS. to JASON SHARP LISA SHARP
OF LAW, BUT A NORTH CAROLINA LICENSED ATTORNEY-AT-LAW I ERB 09 16 a rs' PLAT CABINET F, SLIDE 763C SHOULD BE CONSULTED REGARDING CORRECT OWNERSHIP, 0° ~ry h M 6.78 ACS. N O
WIDTH AND OWNERSHIP OF EASEMENTS AND OTHER TITLE ~O.sp, 0 y ^ of t7!
QUESTIONS REVEALED BY A TITLE EXAMINATION. 7 0 i0
6. NO GRID MONUMENTS FOUND WITHIN 2000' OF PROPERTY. h ' M n N,
7. EASEMENTS FOR INSTALLATION AND MAINTENANCE OF UTILITIES AND DRAINAGE o FACILITIES ARE RESERVED OVER 10' AT REAR AND 5' ON EACH SIDE LINE n 0
OF EACH LOT. n
8. LOTS TO BE SERVED BY INDIVIDUAL WELL AND INDIVIDUAL SEPTIC SYSTEM. EIP
9. 15' ACCESS EASEMENT IS TO BE USED FOR SHARED ACCESS. .,So, / N/F
LOT 5 Vr a
ERIC BROCK & WIFE JENNIFER BROCK
I8 7~8 PLAT CABINET F, SLIDE 763C e> 5•
NOTE: PRELIMINARY PLAT "
NO DETERMINATION HAS BEEN MADE N/F 764
BY THE SURVEYOR AS TO THE NOT FOR RECORDATION BECKER SAND & GRAVEL CO. EXISTENCE OF THE FOLLOWING. SALES OR CONVEYANCES D.B. 768, PG. 186 /6485
- WETLANDS Planning Board Certifil
- UNDER GROUND UTILITIES 769.4 EIP SlS23'37'E TheHameltCounty Pla
/ • . . - UNDER GROUND STORAGE FACILITIES
- CEMETERIES OR BURIAL GROUNDS 52.89' approves this m ERB
34696• n ym~ Date C air
THIS PROPERTY IS NOT LOCATED IN A F.E.M. 6 100 YEAR FLOOD HAZARD AREA ' Ti
I, Herbert H. Proctor Jr., certify that this survey creates REFERENCE: F.E.M. COMMUNITY PANEL NO. 3708500095 D LEGEND a subdivision of land within the area of a county or municipality OEIP = EXISTING IRON PIPE
that has an ordinance that regulates parcels of land. DATED: APRIL 16, 1990 0 EPK = EXISTING P.K. NAIL N/F
0 ERB = EXISTING RE-BAR / BECKER SAND & GRAVEL CO.
OERRS = D(ISTING RAILROAD SPIKE D.B. 790, PG. 370 I, Herbert H. Proctor Jr., certify that this plat was drawn 0 = COMPUTED POINT REFEREN
under my supervision from an actual survey made under (NOT FOUND ND OR SET)
my supervision; that the ratio of precision as calcu- 0 = P.K. NAIL 1. MAP NU lated by latitudes and departures is 1/
that the boundaries not surveyed are shown as broken 0 = IRON PIPE SET 2, PLAT G
lines plotted from information found in Book GRAPHIC SCALE R/W = RIGHT-OF-WAY 3. DEED B
page _ ; that this plot was prepared in CD =CENTERLINE 4. DEEDS accordance with G.S. 47-30 as amended. Witness my 200 0 100 200 wo
original signature, registration number and seal
this day of 20_. STEWART-PROCTOR PRELIMINARY
(MFEET ) ENGINEERING and SURVEYING DEERFIELD SUB,
1 inch = 200 [L 322 CHAPANOKE ROAD, SUITE 100 i
RALEIGH, NC 27603
Professional Land Surveyor L-3621 TEL. 919 779-1855 FAX 919 779-1661
OWNER/DEVELOPER: DATE 8-22-00 SURVEYED BY JOB LIWNGTON TOWNSHIP NORTH
HARNETT COUNTY
PRELIMINARY PLAT. NOT FOR RECORDATION, PERRYEDEVELOPMENT SCALE 1"=200' DRAWN BY MSR DWG. NO.
ISALES OR CONVEYANCES. 320 N. JUDD PARKWAY N.E. SUITE 106 REVISIONS PB-ROSS1 ZONED RA-30 P.I.N.
FUQUAY VARINA N.C. 27526 f~