20030248 Ver 1_Site Plan_20030305

REVISION: DAM
STATE OF NORTH COUNTY OF 1 STATE OF NORTH CAROLINA NOTES: 1. SHOW PROP. 3d R/W AND AREAS. OCTOBER 10. 2002 COUNTY OF CLAY 1. THIS SURVEY WAS PREPARED FOR THE SOLE
BENEFIT OF OUR CLIENT AS NAMED IN THE
I, RENEW OFFIC _ REVIEW OFFICER OF CLAY COUNTY, CERTIFY TITLE OF THIS PUT, AND IS NOT TO BE USED FOR THE BENEFIT OF A THIRD PARTY TO
RR M15S1 SCR OORDAD MEETS Ai STATUOR PLAT TO WHICH TORY REQUIREMENT - THAT THE M15510N~0 )R PLAT TO WHICH THIS CERTIFICATION IS AFFIXED PURCHASE, TO SECURE FINANCING, OR OBTAIN JTORY REQUIREMENTS FOR RECORDING. TITLE INSURANCE ON THIS PROPERTY, WITHOUT
THE EXPRESS WRITTEN CONSENT OF THE SIGNING SURVEYOR.
H.29. ~ MAZZA 008 N0180' 21"E 2. ANY UNDERGROUND UTILITY LOCATIONS SHOWN
REVIEW OFFICER ON THIS PUT ARE APPROXIMATE. THE PROPERTY MAY ALSO BE SERVED 8Y OTHER UNDERGROUND
1` / O GAFlA LANE G. N. HOUND GATE RENEW OF 11 V ~~7- XII_ST GRAV RD 190 245 UTILITIES WHICH WERE NOT LOCATED.
Yn us q ~ 1 ALL DISTANCES SHOWN ON THIS SURVEY PLAT ARE HORIZONTAL GROUND DISTANCES UNLESS
OTHERWISE NOTED.
I R-fil I N 1457-21-E CERTIFICATE OF APPROVAL FOR R APPROVAL FOR RECORDING
THE PLAT SHOWN HEREON COMPLIES WITH THE PROPOSED ACCESS R/W & SUBDIVISION PLAT
I 96.34' 1 CERTIFY THAT THE PLAT SHOWN OTECTION ORDINANCE AND HAS BEEN APPROVED
VICINITY SKE7CH WATERSHED PROTECTION ORDINAN N 3476'21"E FOR RECORDING IN THE REGISTER GIBTEF IN THE REGISTER OF DEEDS OFFICE.
%B4 DWG. NO. 3769a2 OR - 34.76'\\ J. G.
r DATE WATERSHED WATERSHED ADMINISTRATOR LARRY & PATSY RABY
NOTICE THIS PROPERTY IS LOC/ PROPERTY IS LOCATED WITHIN A PUBLIC WATER SHED, DEVELOPMENT RESTRICTIONS MAY APPLY. & LEE & BETTY BURNS
R-5 N 3418'21"E SUPPLY WATERSHED, DEVELOPMEK 41.83'
REFERENCES: G. N. NOLAND ~I H 190 ~ 25 SWEETWATER TOWNSHIP CLAY COUNTY, N.C.
DEED BK. 141, PG. 042 ~1 H I CERTIFY THAT THE FINAL PUT THE FINAL PLAT SHOWN HERE ON COUNTY SUBDIVISION REGULATIONS AND~SES JUNE 19, 2002 SCALE: 1 IN. = 120 FT.
DEED 8K. 141, PG. 185 H. J. MAZZA N 34'18'21'E WITH THE CLAY COUNTY SURDMS DEED 8K. 129, PG. 008 129 008 / 190.35' APPROVED FOR RECORDING IN TH RECORDING IN THE REGISTER OF DEEDS OFFICE
DWG. NO. 3769-A BY SAMUEL L. SPRINKLE, PLS h I i
a010 ~ OR / DATE CLAY COUNTY CLAY COUNTY SUBDIVISION ADMINISTRATOR 120 0 120 240 380
LEGEND: I / I
0 EXISTING IRON PIPE / IRON ROD (AS NOTED) R-4 N 29'03'21'E /
IRON ROD SET (IRS) ' 110.86' / GRAPHIC SCALE - FEET I
#'5 REBAR UNLESS OTHERWISE NOTED
• NAIL / SPIKE (AS NOTED) ,7 / SURVEYOR'S NOTE NO N.C.G.S. HORIZONTAL CONTROL MONUMENTS FOUND WITHIN 2000 FEET OF SITE VED
® CONCRETE MONUMENT (AS NOTED) R-~ N 2s'03'21"E j ALTHOUGH MARKED AND PAINTED 0 EXISTING CORNER, TYPE NOTED R-253.03' + A WIRE FENCE WITNESS AND LINE TREES WERE OBSERVED
_R
N 3428'21'E FROM THE MIDDLE OF LOT 10 OF RIVER '11;1 - - OVERHEAD UTILITY LINE(S) / STONE
o POINT R- 111 45.32' / RUN SUBDIVISION TO THE PIPE AND OLD STONE IDENCE
0 CONTROL CORNER N 3428'21'E C. N. NOLAND / ON THE NOLAND PROPERTY, NO OTHER EVIDENCE FIRE HYDRANT 72.68' 25 1 1901 245 4 5 OF DUKE ENERGY'S PROPERTY LINE WAS LOCATED. PROPOSED R/w )CATED.
52 EVEN THOUGH OLD WITNESS MARKS WERE FOUND, ALL LIGHT POLE L24 AREA = 0. / ~ op AC. UND, ALL
rr UTILITY POLE ~I 2 EIP / IRON PIPES AND RODS CALLED FOR IN DEED BOOK 132, 300K 132,
-R - - _ 3 NAIL FND. B PAGE 204, BASED ON A SURVEY BY fELIX E. IX E.
t- - PALMER, RLS, APPEAR TO HAVE BEEN REMOVED. P-ti5 vRaFaun w ROVED. N Q ~
m
D. BEAM ~ 3 I
7 1 9 04 o°
DUKE ENERGY CORP. FORMERLY NANTAHALA POWER ~I
AND LIGHT
I'I
9 12 12 L P. D ORNN /i 4,44 I
RU Q. A. D. CHEATHAM Pj 196 / ? ~6 cjYey'L 212 / 319
> 11 / ~S2 J2 4 f~ ° I
O ~ 11 13
TABLE OF METES do BOUNDS \ ID n / L P. DORM
CENTERLINE OF EXISTING RAILROAD BED e e / 196 J 050
L SAMUEL I. SPRINKLE, PROFESSIONAL LAND SURVEYOR NO. L-3629, CERTIFY AND SOIL ROAD V~ TOA1ONE OR MORE OF THE FOLLOWING AS INDICATED WITH AN 'X' PROPOSED 30' PRIVATE ACCES R/W PROPOSED R a AA EIP
14
x A. THAT THIS PUT IS OF A SURVEY THAT CREATES A SUBDIVISION AREA = 1.279 AC. OF LAD WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT COURSE BEARING DISTANCE e n HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND; P-1 S 67'19'24"W 22.02' J. W. KREBS R. A. GRIFFITHS
L1 B. THAT THIS PLAT IS OF A SURVEY THAT IS LOCATED IN A P-2 S 82'39'04"W 82.46' 15 Fjp / 196 /.179 213 / 327 ryo ANG IR 16
PORTION OF A COUNTY OR MUNICIPALITY THAT 5 UNREGULATED P-3 N 87'11'07"W 65.01' AS TO AN ORDINANCE THAT REGULATES PARCELS OF LAND; P-4 N 80'55'43"W 28.79'
P~ C. THAT THIS PLAT Is OF ONE OF THE FOLLOWING: P-5 N 76'51'42"W 55.67' DUKE ENERGY CORP. P-6 N 70'56'50"W 50.78' FORMERLY NANTAHALA POWER 17 -z' EIP
? A SURVEY OF AN EXISTING PARCEL OR PARCELS OF LAND P-7 N 65'47'07"W 76.75' AND LIGHT 18 F. EIP i e~11\\\ EIP j V. GILES M9~
AND DOES NOT CREATE A NEW STREET OR CHANGE AN P-8 N 58'01'17"W 56.59' EXISTING STREET; P-9 N 53'48'57"W 110.49' P-10 N 5226'52"W 98.23' 19\ 20 196 /0180 \ g2,.~',~ 0i q° / , 5a
? A SURVEY OF AN EXISTING BUILDING OR OTHER STRUCTURE, P-11 N 50'05'50"W 83.52'
OR NATURAL FEATURE, SUCH AS A WATERCOURSE; OR P-12 N 50'41'49"W 90.05' ? A CONTROL SURVEY. P-13 N 42'49'05"W 98.23'
P-14 N 46'07'27"W 73.39' D_ THAT THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY, SUCH P-15 N 47'00'58"W 89.89' P 10 EIR 21 22 \ EIR\ N 10b EI , ' ' /
AS THE RECOMBINATION OF EXISTING PARCELS, A COURT-ORDERED P-16 N 4675'24"W 142.15' LARRY RABY, et d 141 / 042
SURVEY, OR OTHER EXCEPTION TO THE DEFINITION OF SUBDIVISION P-17 N 4537'47"W 157.76' P-18 N 40'07'02'W 136.03' E. THAT THE INFORMATION AVAILABLE TO THIS SURVEYOR IS SUCH P-19 N 39'01'38"W 124.11' 4 o DWG. 3769-A
THAT I AM UNABLE TO MAKE A DETERMINATION TO THE BEST OF P-20 N 59'22'02"W 50.19' MY PROFESSIONAL ABILITY AS TO THE PROVISIONS CONTAINED IN P-21 N 6426'27"W 58.93' B 4 4 a
(A) THROUGH (D) ABOVE; P-22 N 71'20'34"W 113.05' e ~ r o 3 it
P-23 N 72'54'26"W 100.67' F THAT THIS PROPERTY IS/IS NOT WITHIN ANY FLOOD ZONE AS P-24 N 1921'10'E 61.25' L_ j DELINEATED ON THE FLOOD HAZARD BOUNDARY MAP PREPARED P-25 N 14'52'45"E 16.49' p~
BY THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. P-26 N 04'03'42"E 14.33' TABLE OF METES do BOUNDS LOT 1 UNDS DUKE ENERGY CORP. 1.439 ACRES N
/ BOUNDARY LINE FROM H. J. MAZZA 1. MAZZA FORMERLY NANTAHALA POWER A to
72TY AND LIGHT ry
T TO LARRY RABY PROPERTY SAMUEL I. SPRINKLE PROIES%9 LAND SURVEYOR NO. L-3629 LR§..__._.._.._..._... IRS RIVER
COURSE BEARING DISTANCE 1 S 13'11'45"E 127.93' DISTANCE 6.39' \14AJCEE 127.93' w HiA
2 S 68'34'05'E 135.90' 135.90' a
3 S 6826'1 O'E 64.24' 4 N 58'48'51'E 139.49' 134.24' TABLE OF METES & BOUNDS o 0 245.16'
5 S 26'54'51"W 72.39' 72.39' CENTERLINE OF PROPOSED 20' 184.64'
DWG. NO. 3769a2 I, SAMUEL L SPRINKLE, CERTIFY THAT THIS MAP WAS 6 S 1328'16'E 76.75' DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY 7 S 3523'09"E 207.40' 207.40' PRIVATE ACCESS R/W N a2'p0'00~ 430• 129.53'
MADE UNDER MY SUPERVISION; THAT THE RATIO OF HpI""IHryR~ 8 S 72'08'09'E 129.53' PRECISION AS CALCULATED BY LATITUDES AND DEPARTURES ~V`VV CAf?o/,,V 9 S 20'36'09'E 110.21' 110.21' COURSE BEARING DISTANCE "~1O "E 21 112.09' R-4 NV321 E 109.86' a~
NOTE: ALL AREA COMPUTED BY IS 1/10.000+ THAT THE BOUNDARIES NOT SURVEYED T~ 9_~a,..•••••.., Z/ 10 S 48'30'09'E 112.09' COORDINATE COMPUTATIONS ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION Q OFESS/Qti~Q. it N 72'45'51'E 73.67'
FOUND 91 DEED BIC - PACE THAT THIS Z; Q- 9 y9 12 N 3728'51•E 143.33' PUT WAS PREPARED IN ACCORDANCE WITH G. S. 47-30 ; Q 13 S 10'00'51"W 203.64' R-2 N 28'1 o 143.33' I. 203.84' R-3 N ti
SPRINKLE SURVEYING P.A. AMENDED OCDR N. C. STANDARDS OF PRACTICE = SEAL : _ 14 S 1434'51"W 51.96' 1 FOR T 15 S 3753'17"E 82.93' 51.96, 73.67' R-1 N 02'5O'29*E 40.52' 82.93' R-5 N 3418'21 E 265.69 E1p ?d~• D. g BEHOER'
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER L-3629 - 1 S 84'57'51"E 93.32' 93.32' R-6 N 14.57'21'E 90.95' 236/
PROFESSIONAL LAND SURVEYORS ® AND SEAL THIS 19th DAY OF JUNE AD.. 2007 = P o• W; ,1 1 '9'11 SURV~r • `~v' .44'021 E 577.25' 48.44' R-7 N 70'33'52"W 25.53' 11C.4, S-'O 57.25' R-8 N 61'05'57'W 40.50'
464 WEST PALMER STREET 18 S 5 GF+ 19 S 53'24'26•E 74.74' 74.74' R-9 N 6652'22'W 38.69' 156.44' R-10 N 6929'08*W 42.45'
FRANKLIN, NORTH CAROLINA 28734 20 S 5324'28"E 156.44' TEL. [phone] do 828-524-7994 PROFESSIONAL - - LANDURVEYOR 22 s 8oasi9 E 135.52' 8271• R-11 N 53'37'455W 81.21' 135.52'
, L-3679 do 828-389-3048 FAX: [phone]
SURVEY BY HEJ PLAT BY DRS
ill