Lot 48 Survey.pdf

NOTES:
* PROPERTY MAY BE SUBJECT TO RECORDED OR
UNRECORDED RIGHTS OF WAYS OR EASEMENTS
NOT OBSERVED
* 10' DRAINAGE & UTILITY EASEMENT MAY EXIST ALONG ALL LOT LINES.
* OWNER TO VERIFY ALL SETBACKS AND ZONING
REGULATIONS PRIOR TO ANY PLANNING OR
CONSTRUCTION.
* DIMENSIONS OF ALL IMPROVEMENTS SHOWN ON
THIS PLAT SHOULD NOT BE SCALED OR RELIED
UPON FOR DESIGN OR CONSTRUCTION WITHOUT
A FIELD VERIFICATION OF ALL DIMENSIONS.
* DIGITAL COPIES OF THIS FILE ARE FOR REFERENCE
ONLY AND MAY NOT BE USED FOR DESIGN WORK.
* ALL UNDERGROUND UTILITIES ARE NOT SHOWN HEREON.
* ALL PINS WERE FOUND EXISTING AS SHOWN UNLESS NOTED OTHERWISE.
LEGEND:
BOUNDARY LINE
SANITARY SEWER LINE
NATURAL GAS LINE
UNDERGROUND POWER
OVERHEAD UTILITIES
UNDERGROUND TELEPHONE
WATER LINE
--0-0 FENCE (TYPE NOTED)
CP = COMPUTED POINT (UNMARKED)
R/W = RIGHT—OF—WAY
E/P = EDGE OF PAVEMENT
C/L = CENTERLINE
BTL = BUILD TO LINE
SB = SETBACK
SIDE = STORM DRAIN EASEMENT
0 = UTILITY POLE
DEDMON SURVEYS
* A PORTION OF THIS PROPERTY IS LOCATED IN A
100 YEAR FLOOD PLAIN.
AS DESIGNATED BY FIRM PANEL #4616 MAP #3710461600L
EFFECTIVE DATE: 3/18/2008
RAW
1/2" PIPE\\ PIPE
APPROX. FLOOD LINE I Rpgp�gY
PER CAT. CO. GIS I
1 I
CURRENT 760' CONTOUR
12-20-2022
LAKE r
r 7NORMAN r r r
r ANY DOCKS, PIERS OR OTHER- r
r IMPROVEMENTS, BUILT ON LAKE, r
r —ARE NOT SHOWN ON THIS r
SURVEY PLAT. � r
J L KISER HEIRS
87E - 222
50 0 50 100 150
GRAPHIC SCALE - FEET
NEW
#4 PIN
NEW
#4 PIN \
PB 13 PG 20
410
�O
NEW
PIN
S� 00 SR NEW
� #4 PIN
PROPERTY IS ZONED R-30
SETBACKS:
FRONT AND REAR - 30'
SIDES - 15'
Course
Bearing
Distance
L1
I S 30`51'22" E
11.04'
PHYSICAL SURVEY
FOR
RANDALL HARKEY
LOT 48 OF KISER KEYS EXTENSION
SUBDIVISION #4
MT. CREEK TOWNSHIP — CATAWBA COUNTY, NC I
SCALE: 1 " = 50'
DEDMON SURVEYS
CHUCK POOVEY, PLS #3762
ROBERT DEDMON, PLS #3899
3704 INC HIGHWAY #16 NORTH
P.O. BOX 494 - DENVER, INC 28037
PHONE: [phone]
FIRM #C-0453
WWW.DEDMONSURVEYS.COM
SEAL—
L-3762
I CERTIFY THAT THIS PLAT WAS SURVEYED AND DRAWN
FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION DB , PG : PB 13, PG 20; THAT
BOUNDARIES NOT SURVEYED ARE DRAWN FROM DB ,
PG ; THAT THE RATIO OF PRECISION EXCEEDS
1:10000; THAT THIS PLAT MEETS THE REQUIREMENTS
OF THE STANDARDS OF PRACTICE FOR INC (21
NCAC56.1600), WITNESS MY OFFICIAL SEAL AND
SIGNATWET�H2N AY OF MARCH, AD 2023.
L-3762
PROFESSIONAL LAND SUR LICENSE NE
SURV. BY: KPJ I DRAWN: KPJ JJOB# KKE48
VICINITY MAP
HARBOR
CIRCLE
SITE
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