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Reference:
uff & wife, Jean M. Duff i
Book 941, Page 353. n County Register of Deeds. 1 Y
arcel Number (8-073-0-092). iTE fl
ary Survey Classification
Land Survey (Class A)
by coordinate computations.
rFlood 210 Channel Run Drive. Report
property scaled In Zone A6 per Flood Insurance Rate Map. ° unity Panel No 370432 0002 B. Effective Date August 19, . Base. Fl ood Elevation is 9'. rty Zoned R-15.
~ ~ w~14
Minimum Building Lines in accordance with R-15 Zoning. \
Protective or Restrictive Covenants not obtained.
50' Riparian Buffer in accordance with the Neuse River Riparian
Area Rule, Contact the NC Department of Environment and Natural Resources, Division of Water quality [phone].
Elevation based on the NC Geodetic Survey Station CRA 165. The
published elevation of CRA 165 is 2.080 meters, NGW 1929. LINE TABLE LINE BEARING LENGTH LENGTH VICINITY MAP
This plot does not address the Issue of the existence or non Lt S40'05'50 "E 0.56' 0.56'
existence of wetlands. The enforcement of wetlands regulations under the Section 404 of the Clean Water Act and Section 101 L1 ,t)
of the Rivers and Horoors Act of 1899 is within the jurisdiction
- of the U. S. Army Corps of Engineers. Inquiries concerning / 15' D&UE S /CD wetlands matters should be addressed to that agency. (252) $y 7r
975-1616. / SA S•
n 0 s?, °0 0*
/ LOT Woad 0 d :head
/LOT ~s. -Bulkhead / w Qq o
91 /1k~A 13,742 2 q Ft. 4 \ oP
R /W SAs~~ LEGEND,
/ p0 hn, Encroachment ~ S)~ R/W = RIGHT OF `WAY F j = CENTER LINE \
into Riparian Buffer - 9 LI = LINE NUMBER J
/ / °o• +9 ,40, \ B F \ 61 ^ MBL = MINIMUM BUILDING LINE
\ - Bench Mark / d o rea 50' Riparian / D&UE = DRAINAGE & UTILITY EASEMENT R = RADIUS
r. - Nail set in 12" Buffer L = ARC LENGTH
Gum Tree ' of , EPK = EXISTING PK NAIL SPK = SET PK NAIL
\ Elevation 9.D0j eP:A d of OAa-''Q SOFT. = SQUARE FEET
/ 8.45' Ok se a Gi,•o 5' D&UE PC = POINT OF CURVATURE 15' D&UE NGVD = NATIONAL GEODETIC VERTICAL DATUM
30' / 09 \ N = WATER METER
a 20. 0 • = EXISTING IRON PIPE
R/W - - 30.4' 20' Pavement = SET IRON PIPE M
R=277.50' \ O = PK NAIL SYMBOL p G
L=15.74' 30' N4937'29"W = NON MONUMENTED POINT 0i
Chord 3'14'5' 20.00' 0 r v
Delta=03'14'57" h h tiQ 5a C 1 U ~ / ~ D r
Certificate of Survey and Accuracy I re% ~j O
- I, Chet N. Suitt, certify that this plot was drawn under my supervision \ Q \jy~ / r U
from an actual survey made under my supervision (deed description Is / / Z a r
recorded In Book 941, Page 353); that the boundaries not surveyed s°•°o• LOT -OT
are clearly indicated as drawn from information as shown; that the .p. rdtio of precision as calculated is 1:10,000; this survey is of an ,~9 9hf / 93 93
existing parcel or parcels of land. Witness my original signature, % of
registration number and seal this 18 day of April. A.D., 2002. y G, \y 0
0 ppp~ I
FARO,,, 0
Professional Land Surveyor +9~Q'POQESstp 6
L2995 ; 2 Q SEAL y : \
Registration Number Jp
3?7.64'
{ N79 EPK
01
0
N
RESURVEY FOR Prl # 2379
COASTLINE BUILDING CO. Date: 04/18/2002 GRAPHI GRAPHIC SCALE SUITT & ASSOCIATES, P.A.
1za
TOWN OF RIVER BEND, TOWNSHIP EIGHT, CRAVEN COUNTY, NORTH CAROLINA DravaBy CS a is. LAND 19URVEYORB SINCE 1965
Approved By: CS P.O. Box 12034
OECD REFERICNOR; ( IN U$ SU ( IN U$ SURVEY FEET } NEW BERN, NO 28561-2034
DON & WIFE, JEAN M. DUFF Revisions: 1 inch 1 inch 30 f6 TEL. [phone] / FAX: [phone]
0990 BOOK 941, PA4E 353. EMAIL: SUITTQQ CCQNNECT,iwgT
CRAVEN COUNTY REOfATIR' Or Otece. monw"wmmmmw
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