NCC241645_Site Plan or Location Map_20240530

WALDEN SUBDIVISION Notes:
1. PITT COUNTY TAX PARCEL: 8408
ul M.B. 78, PG. 75 WALDEN SUBDI V/S/ON 2 ADDRESS N/A
\ M.B. 78, PG. 75
v GREENVILLE ZONING: RA-20
H'4LDE}y OR�IrE - I 3./ STREET MBL: 30'
\ __T SIDE MBL: 10'
C/iERRyjy�OD OR I / / REAR MBL: 20'
O
�e I �� / 4. NO POINTS SET UNLESS OTHERWISE NOTED.
�. � �- 5. CENTERLINE OF HARDEE RUN IS THE PROPERTY LINE.
_ _ _ 6. A POR710N OF THIS PROPERTY lS LOCATED IN THE SPECIAL FLOOD HAZARD AREA (ZONE AE)
�" I / \ \ / AND A PORTION lS LOCATED IN ZONE X SHADED AS SHOWN ON FEMA FIRM NO. 3720469600J,
SITE EIP.
S 84'73 87.27 89 k1, ERB S 84'S9"11'E DATED 01-02-2004.
El 144 90' /
a Z BIRD HOUSES& /1.94'
137.10' EIP• ERB /
o ALUMINUM RAIL 80 S 84•22"46"E
JOYCE BULLOCK GARRIS w FENCE TO OTHERS ^ 204 77'
D.B. X-38, PG. 429 - ENCROACH N 17577 EIP •B /
M.B. 52, PG. 58 BRICK GRILL TO 29.00' / /
Vicinity Map PARCEL # 08406 ENCROACHES O) \ \ S 82.54'02"E , / /
17 E � 31349' (074'OFF EIP
LINE)
SCALE: 1��=1,000 N �4. •♦ 26�0•EIP a
/ C -� • •
/ EIP FUTURE 18'X36' POOL 0 ■
EMN ^ WITH CONCRETE DECKING \ IPS
.\iN(
O EXISTING DOGWOOD TREE /
•
R (3�� / / 331199 Sq.Ft. col \ G
TENTATIVE REPAIR AREA // N
CIA R1\I� \ 1� 7.603 ACRES (SEE SEPTIC PERMIT NO. /
Z ( WLS2023-110311) /PS
\ L / a )
r $ SQp-C' Q° TYPDECKING, / 'tom / .
i \
ETHEL DUNN TRIPP N� °-PQ.5%� cp. .-.$° - / / ��
•
\ N u� 1 D.B. 108, PG. 798 ( �x1 /4.
/PS ■
1 \ a; .� D.B. 494, PG. 220 /N /01 4. = 1 M.B. 52, PG. 58 �i io �, PARCEL ` 44225 210.22 PROPOSED RESIDENCE 559� REAR PORCH / w 11 4' •
i • v7 /PS ■ \
\ EIP • -� \ /J
i
.1\__
r/\ �� TENTATIVE SEPTIC AREA y
y
1 ♦ E (SEE SEPTIC PERMIT NO. IPS Ql
1 \ 11 QO _ ) WLS2023-110311) /6:"' '''
42s IPS �`5
1 1 N 68 2 9U' a'2 / ,� �''� 2..-/ a
15 4. �P�P�O OUNDAR\ \ / ■ I.6 • h
/ 1/ C7
$ �o �i
\ \ ElP• a� , i / v�
Q/ v IPS
•
43 PROPOSED DRIVEWAY /PS / ``^^
\ 1 /c:- / / ■ 1,9 • P�\u`516
\ as /Q / ,gyp / `�P QG' 1112 Legend
_J IPS • 3q�
1 -� /� / /
^P� RG� OElP-EXISTING IRON PIPE
\aN
a
1 (� ' / - / //j/ '�' j \�I^ QP • IPS IRON PIPE SET
/ ® ERB-EXISTING RE-BAR
m \ �\ ❑ NPS-NO POINT SET
a- �- // // Z
IPS l-11 O EMN-EXISTING MAGNETIC NAIL
6` / / / - C/L-CENTERLINE
® / /� 1.3i ■ �1 R/W-RIGHT Of WAY
Z\ ( / IPS ------- TOB-TOP OF BANK
o \ ''� ' /j//soil-?NI, 1 112 . / R OF RU��El
0 \ ''16
06
-. z \ / // y ��y / / ` 0 pT5•RAN t5PRLt I ' ..r1N S I // o'cO yg ` / •
(C��OF
•
r O ci w, / / F� F \,/ /
P CENTERLINE OF HARDEE RUN 1 I /// ol"�P�/ P�� 4).
m 1 `� \ I / QC / N.,,
Line Bearing Distance '� / / PQ `--/ PRELIMINARY PLAT,' NOT FOR RECORDA TION,
o L1 S2T51'42" W 12.01' \ Q l I / / / /
o; L2 S 9. 19' 47"E 46.83' \
L3 S 15' 54' 4" W 38.21' 9 1� // / 3 /PS CONVEYANCES, OR SALES
\
L4 S 15'32'34"E l /
ow L5 S 33'24' 47" W 33 38' I / / 01 ■
Y L6 S 67'09' 00" W 39.84' \ _� / IPS
I L7 N79' 11'57" W 48.91'
L8 S 35'55' 05" W 60.18' Z _��� / y!� ■ �14' ,,r,,,,nttttn,,, THIS PLOT PLAN HAS BEEN PREPARED BASED ON DEEDS AND
o L9 S 64' 14' 19" W 36.74' '' O``` Ci/� 4,
7 L 10 S 36'44' 56' W 33.87' �j/ .`` �` R O ''� MAPS OF RECORD, TAX MAPS, AERIAL PHOTOGRAPHS AND
L11 S 60' 15' 44" W 65.50' \ -7 / /Ps ,6. INFORMAAON PROVIDED BY OTHERS; NO BOUNDARY SURVEY HAS
L 12 S ss'49'S1" W 50.76' SPt::71M\
BEEN PERFORMED BY ARK CONSUL77NG GROUP, PLLC
L13 S 32'22'S6' W 109.71' \ /L14 S 70 23' 15" W 52.46' . _
o L 15 S 49'00' 39" W 40.95' / :(A �f
o vs S 58 18' 05" W s712' 1 \ �e. \�,G _�9��-2723 moo'.`_
) /172.
o L17 S 52'22' 10" W 49.84' 1 / 6 \�`S 6 I%.,�,p' •. S U R`I�:Q`,�:• �J
L18 S 70'22' 34" W 5Z08' e 1,1 , Q
i L 19 S 75'22'37" W 112.29' e R 5� '�''�.F / 5 �``,`,
co 7•Z
\� P 15% a,,,�+.����N��►�„��.` STEPHEN N. SPRUILL L-2723
RP G 5112
= • / �°i P 1
o 1' Q\ ��k cc-`
YBANK OF HARDEE RUN Z IPS 0 ``V 053. P PR
LU Line Bearing Distance \ EIP
L39 • 50' 0 25' 501
o L20 S 58'01.25" W 18.70' w �'+ IPS �' / \
i L21 S 9' 19' 4T E 45.63' t{ o
N L22 S 29'54'53" W 45.37' \ L18.
o L23 S 15'32'34"E 37.84' \ • \
= L24 S 33'24' 47" W 25.79' /L38i / SCALE 1 inch = 50 ft
zL25 S 67'09'00" W 33.78' •
J L26 N 79. 11'57" W 52.24' 1 / L19 NC License:P-1199 2755 B Charles Blvd.
1 . • SS CONSULTING
/ L27 S 35'55'05" W 64.01' •1E• E
L28 S 64' 14' 19" W 36.66' ..�� ■ T MAN GROUP,PLLC Greenville,NC 27858
L29 S 36.44'56" W 34.24' \ o , 3T ...•
ALB- 37O r ; ENGINEERS&SURVEYORS [phone]
N L30 S60' 15' 44" W 62.84' g75� � Y�E A 9t0, P�. 17 \ www.arkconsultinggroup.com
w L31 S 66'49'51" W 53.28' D� p.B• 13, PO 07 - BOUNDARY INFORMATION TION SHOWN IS BASED ON
L32 S32.22'56" W 109.37' M.B. 141 Preliminary Plot Plan For
L33 S 70'23' 15" W 50.90' \ \ PARCEL II THAT SURVEY BY GARY S. MILLER & ASSOCIATES, ROBERT CHARLES KLINGER, JR.
L34 S 49'00'39" W 42.03'
o L35 S 58' 18' 05" W 96.83' 1 \ 1 PA DATED MARCH 5, 2019 AND WIFE
>< L36 ss2 22' lo" w 48.77' 1 BRIANNE CASEY KLINGER
o L37 S 70'22'34" W 55.50' 1 PITT COUNTY PARCEL NO. 08408
\ \ \
o L38 S 70' 16' 03" W 111.86' WINTERVILLE TOWNSHIP, PITT COUNTY, NC
0
SCALE DATE SHEET
1" =50' MAY 17, 2024 1 of 1