NCC241581_Site Plan or Location Map_20240523

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\VICINITY MAP SITE DATA N/F
pvorToscniE> ' JOHN & HEATHER
o ZONING:R-80W SCANLON PIN:
cc / PRIMARY STREET 80'MIN 0890-35-9144
o SIDE STREET 30'MIN
SIDE LOT LINE 15'MIN/40 AGG 286 DB 14349, PG /u%
REAR LOT LINE 50'MIN 1% BM 2000, PG �N�
slTf BUILDING HEIGHT 35' ANNUAL \,,
.
U 9'P IMPERVIOUS MAX 14 919 SF CHANCE
2268
°ti FLOOD �� ` ZONE AE
MISA 14,919 SF,MIN.FFE:330.00' LOT 5 HAZARD v.,
FLOODWAYFF PER:BM 2004,PG 2329GE �� �s�� NORTH
�! REVISIONS DRA\NP N/F ' wI �296 z9 9� �DATENOTE2 EASEMENTpERALI KHORRAM I , 00 \\ \\� \ pp pp NC GRID
O5/10/24 CHANGE DWG SCALE L �pREA PIN: 0890-24-9884 /// o 3 2_ \ 2N 42°47'22" W . NAD 83(2011)
LEVE NPNGE DB 17397, PG 948 / 06 ( soaNAVD 88
MPIN ENT BM 2004, PG 23 9/ o o� ' 34.05'
Ep50,A G 2329 �"/ / M / / _306- _ A V\ \ SCALE: 1"=60'
GENERAL NOTES 3/4" OTP 2004, P , / �6/ ///'�/ / / / / / _ - - ^ p(P \ �� \\ \\\\ / / /
1.THIS SURVEY IS NOT TO BE USED FOR I (FLUSH) �BM 1 ( P ( " \ ( ( ` / ( l / l I - 45' - - / L �_ -0 1/FL�SH> 0\ \\\�\ \\\�
/ \ \ \ 312�__ _V
RECORDATION,CONVEYANCES,OR SALES,AND V �w �o g V A \ \ \A V ( ( ( , / I �oa s`o- -470 E 67p 45�15 BS1 33'4- \ \ \\V\ 0 /E/DG/E
WAS PREPARED FOR THE SOLE USE OF THE I \ N ( ( � _ �� \\ \NG \ \ \ \ \ 1PERSON(S)ON ENTITY NAMED HEREON. I co N W m \ \ CENTERLINE o \ ( 3,9-2' 8g Gib, \ \\ \ \ \\ � ���
� � LOT6 0 P \ \ \
t Z i \ I \ OF DITCH 1 I N F 3zo- S- 'Lo0 \\ \\,gyp\. \NZ\
2.PROPERTIES SHOWN HEREON MAY BE SUBJECT d J TOP OF I J�J �'-3*< / �� WATER
TO EASEMENTS AND RESTRICTIONS OF \I ^W BANK -� J r .\\ `—�31a- YASIR & ZARINA SYED �2_ _ _ LPG 2:5 \\\\ \�, �O N z9`o //
RECORD THAT WOULD BE REVEALED BY A o F- - \ 3,a- - PIN: 0890-34-0705 \ / tk'�• ' \ s8�O•-'\ \ \
THOROUGH TITLE SEARCH.THIS PLAT SHOULD 1yI (n ! `� - / \�3za DB 16740, PG 1616 -324- - ----
\ \ \ \/�/ \\` 3oz ----7
NOT BE RELIED UPON AS A COMPLETE RECORD �r �� �� a / \ 322 BM 2004, PG 2329 326_ \ N 'C ° \ sos_ \ /,,
r0• - d- BOTTOM _ _ _ 5
OF ALL EASEMENTS AND ENCUMBRANCES =_______-- 1 nm 1 / \ OF BANK .�6/ / ,�,// - - 2.295 AC. 328_ _ - (WO \ \ \ 50' WAKE COUNTY
THAT MAY BENEFIT AND/OR BURDEN THESE __========= $ ( ( \ ( ,ti6 ' / -- - ° 99,990 S.F. - - _ <S 5 e\\ N. WATER SUPPLY
PROPERTIES. -_BRICK: \ / ( 1 \ \ \ wN q /// 6 A — 330— �5� \ A ��\°`
" � WATERSHED BUFFER
(I I 2�9 6° O� 332— — — — 1 �!L (BM 2004, PG 2329) rT� o
3.THIS SURVEYOR DOES NOT CERTIFY TO THE \ I �' ! ( > N \ \ / / �� 5 �� s
EXISTENCE OR NON-EXISTENCE OF ANY UNDER .--- \ \ o\ P I I t l h'L 0/� e o� / 6^� L 334_ - - 1�` 34 �8 °° O v�i N
GROUND UTILITIES THAT MAY OR MAY NOT \ \ \\ ' 1 T Cj7oe / 4.24 s 3Oo• 336\ _ _�_� \3\'32\ ° c�
EXIST WITHIN THE BOUNDARIES SHOWN / \O_ I I ' �" cos /06 3 7 \3 3, a cv
38 3
HEREON. �j�ri C- ( I ' I ) 'o �A o- R°a:� `� - - s` A o
4.THE UNIT OF MEASUREMENT IS U.S.SURVEY 4.G� \ \OO)2A<‹� \ I ( / \ I I I ® S�.p��,+ ,,,,i, 340- /_z 1/2" OTP t4 N cn W
FEET.ALL DISTANCES AND COORDINATES � \ Q - ( I I p ry2o / `342 (0.5' BG) T/1
SHOWN HEREON ARE LOCALIZED&GROUND, 00 t,-` '.o-97 F`J,\ I ( w �'PO�6'ti°° `sF oo - Q� '42- V 1 Z W U OO
UNLESS OTHERWISE NOTED AS"GRID". TS) \� �i] I I ( _ -�C6, e'e oo "� J ••2' 344 /- 4e ic`" LOT 7 �f Cx7 cL p U
5.ALL AREA(S)ON THIS PLAT WERE 0 i� \ L'''' I N F / x
CALCULATED BY THE COORDINATE METHOD. �� J \ \ (\347 340 \ ��s^,,b °. 346\ / O W
\\ \ \ \ 3 80, �/ — —34a CLAUDIUS & A Z m 0 6.UPON EXAMINATION OF FLOOD INSURANCE r'J \ \ \3 315\ 6S ,<o �� -7- _348\ / JENNIFER MAY-PARKER �a 0
RATE MAP,PANEL#0890(WAKE COUNTY), `\ \\3S 46 A= 72 98' ,). / �,� PIN: 0890-34-1673 - -o c7 y;
BEARING MAP#3720089000K,EFFECTIVE DATE A= 209.87' �\ ''s� °� - DB 16533, PG 1316 ^^ � a W
OF 7/19/2022;THE SUBJECT PARCEL LIES IN R= 285.00' \A N R= 585.00 �. ( % I/ BM 2004, PG 2329 F-� W�
ZONE"X". \ N 5 '53'18" W / -A-BRICK PROPOSED IMPERVIOUS a H g O
N 33`16'02" WN /.� I / ,Q SURFACE SUMMARY a ' w U
C= 72.93' f / I Ai' AREA - SQ. FEET F"
7.ALL CONSTRUCTION SHALL BE IN C= 205.16'
ACCORDANCE WITH ALL CITY/COUNTY& \\ � • - -/ 7/ // ")� LOT - 99,990 0 0 O
NCDOT STANDARDS AND SPECIFICATIONS. 49,4 \ o�� / P/HOUSE 7,008 U
8.THIS PLAT WAS PREPARED USING A TRIMBLE � \ \ 1 I P/PORCH/STEPS - 171 oa
R12i GPS UNIT.FIELDWORK COMPLETED: 0A, \ is 4' o
04/18/2023 30 )' \— F M�c1q-354� P/DRIVE - 5,232 a
r6,yi A 4 )( c l P/HVAC - 9 -
20 �/1' '�/r < ,,S TOTAL COVERAGE
I,WATTS B.FEARRINGTON,JR.,HEREBY CERTIFY THAT THIS MAP 0� A R F \ � \ 12,420 / 12.4%
WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY C 4, t 4 \ 4,-,,/ t
MADE UNDER MY SUPERVISION(DEED DESCRIPTION RECORDED IN 2329) ' 1/2" OTP\ < LINE BEARING DISTANCE
BOOK 16740,PAGE 1616,OR OTHER REFERENCE SOURCE);THAT THE (0.1' BG) 55 ,4, L1 N 54°19'01" W 5.61'
BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM OAR w L2 N 61'27'35" W 55.84'
INFORMATION IN PLAT BOOK 2004,PAGE 2329,OR OTHER
REFERENCE SOURCE SHOWN HEREON;THAT THE RATIO OF 0,,;;.
PRECISION PRECISION IS GREATER THAN 1:10,000+;THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND LEGEND ® JUNCTION BOX N/F NOW OR FORMERLY © GAS METER
SURVEYING IN NORTH CAROLINA Iff DRAINAGE INLET R/W RIGHT-OF-WAY Fo FIBER OPTICS BOX PROVIDING SERVICES FOR
(21 NCAC 56. 1600).WITNESS MY CAR 0 PROP. COR. FOUND Q POWER POLE OTP OPEN TOP PIPE CLF CHAIN LINK FENCE METRO ATLANTA, PROJECT
ORIGINAL SIGNATURE,LICENSE ��N O� 5/8" REBAR SET LIGHT POLE CTP CLOSED TOP PIPE -X- FENCE LINE �� D�R� RALEIGH-DURHAM,
NUMBER,&SEAL THIS 12THDAY O OFESS/,-, 4, 0 COMPUTED POINT POWER POLE RB REBAR -U- UTILITY LINE &CENTRALFLORIDA R24080-01
OF FEBRUARY,2024. Q/ 9r R/W MONUMENT W/LIGHT OH OVERHANG CONC. CONCRETE zone,inc. AURVEYODS,ENGINEERS
AND LAND PLANNERS 8024 GLENWOOD AVENUE
SEAL Ii WATER METER -{ GUY WIRE CNT. CANTILEVER SUBJECT WWW.BOUNDARYZONE.COM #109,RALEIGH,NC 27612
,- J -a r L-3468 o WATER VALVE ❑E POWER METER DB DEED BOOK PROPERTY LINE FIRM NUMBER:C-3534 [phone]
�/�� N �O ��O � FIRE HYDRANT o ELECTRIC BOX BM BOOK OF MAPS ADJOINING GRAPHIC SCALE - FEET SHEET
• ��URJ �� Qs MANHOLE ® A/C UNIT PG PAGE PROPERTY LINE ©COPYRIGHT2024 IOFI
WATTS B.FEARRINGTON,JR.,PLS-3468 FFA R R\NG 0 CLEAN OUT © CABLE BOX BSL BUILDING SETBACK LINE AG ABOVE GRADE BOUNDARY ZONE,INC.
ALL RIGHTS RESERVED ISIGN ❑T TELEPHONE BOX EOP EDGE OF PAVEMENT BG BELOW GRADE 30 0 60 120