20090204_Mine_Map

W CALL TABLES C/L 30' PRIVATE ACCESS ROAD R/W
i Course J Bearing Distance Course Bearing Distance Course Bearing Distance
L1 37-35 57 E 53.77' L10 N01`14'57`E 44.38' L28 N4959'52"E 3.47
n L2 S29`26 50"E 73.28' L11 N13'58'18"W 56.39' L29 N40°50'04'E 24.91 '
Q L3 S86'51 '42 E 35, 18' L12 N10'22'42"W 41.81 ' L30 N33'03'02`E 22.96'
L4 984'07 56'E 29.15' L13 S69'36'00"W 149.78' L'31 N15'15'45"E 16.16
o r L5 S74"55 54'E 47.99' _ L14 $64'25'41"W 76.76' L32 N12`48' 16"E 101 .13'
rr L6 S73"02'55'E 121 .79' _ L15 S4807'41"W — 46.78' L33 NO2'38 09'E 57.54'
�e �� �' L7 S78'02'52'E 57.07' L16 S35"51 '41 'W 56.40' L34 NO2'52 15"E 122.75'
WAYNE HUGHES 601
>- L8 S86'24 47"E 29.97 L17 S24°11 ' 11"W 123.57 L35 N00`35'39"Yt 21 .31 ' .,�
= F- A-25/409 L9 N57'36' 14"E 30.11 L18 S47'51 '20"W 107.80 L36 N01'49 05"E 71 .90'
R .3I a _ CHRIS GASIKINS ! L19 S24'34'42"W 108.19, L37 NO2`59'38"14' 86.18' ��
y L-21/1196 L20 S16'19' 17"E 27.31 ' L38 NO2"59'37"W 39.75' " _
X z J-1 /224 ENE L22 S29°25'S3,'E 87.14 L39 N08''34' 19"W 102.77' , �� �\
SITE L21 S08'19' 11'
IOTLA — U_1 W 99.96' 1.40 N10`O1 '44"W 116.2T `
U ---t
Course Bearing Distance
> Elr L23_ _ S82"37 13"W I 60.57'
• L24 S62'43'41 "W .52.37'
N49 37'12"E 508.56' I.25 S41'31 '34"W 23.83' /
L26 S37'12'42"VJ 28.73'
NO SCALE (--"------ -__
_ L27 S55'36'06"W
DWG 20, BUF —_'----- --
T C 3 FER --- _ _--- EIP
7 ��
TOTAL AREA = 6.91 ACRES /� Al
o THOMAS E. STERRETT
S-23/.304
ALVIN MURPHY LIFE ESTATE
Y-30/2361
/P
20' BUFFER ��� •` � 1 � '� � �\ / / d /Q/Q,
r SPRING �' ` �kG
WILLIAM J. DOWNS A`
RO 17
V-12/105 0 /
` ` '\ �s9.7
/ POND � ` � 1 _ `\ 4�9 / // //
1 THOMAS E. STERRETT
` \,.` S-28/304 ,�F.
/ �/
— — — — — \,\ _ \ ti� \ 1 EIP / �
nth L15
/ / _ \
____ � POND
_20,_BUFFER_--�
oEIR`�'I'
EIP I / P�./ �� / �< \\\� \ \ \ ,�-���P� I
L25 \ /y / 1 / / ANGUS C. MARTINEZ
� �`\ �� / t< U EIR
or ! D-24 7a0
C14
�` / EIP
� LF
4p.4 MILTON T. WILLIAMS, TR / / / 1/j ' l l �' \ \
wE , / / / JAMES C. GIBBON / " � EIR
J Y-30/2361 0-29/281
PRING
UTP
S SPRING ± f i PICNIOC2,
EIP d��
UTPI
MICHAEL SCHURA
� \ 1 `\ \ \lcS` \Elk
H-31/2405 / i � j/ �. \\ J` l EIR
EIR
c
JOHN J. MAC EE
THOMAS E. STERRETT
S-28/304 EIR
DEBBIE Q. WILLIAMSON \ \ � J\' \\ �J�4 / ` \ \<c �
/ � qr
/ v\ vA<- v PONDS �o �
C0�"
j, \\ GRAVEL PARKING
POND
JENNIFER E. SOLOMON
\ POND \\ \\\\ \ // / S-31/52
/ ,
\ 0 FF \\ \ L28 —L29 _ �30 / // -••._,-_. .-" « ._;
1. THIS SURVEY WAS PREPARED FOR THE SOLE NANCY TOMASZKIEWICZ �� \. \, \ Z0 g 1�Z�j� EIR l J 'IN I <2009
BENEFIT OF OUR CLIENT AS NAMED IN THE L'27/17�4
2`
TITLE OF THIS PLAT, AND IS NOT TO BE USED ✓ N2��9 4�FOR THE BENEFIT OF A THIRD PARTY TO 5`L •�,..,,,,,, AJ
PURCHASE, TO SECURE FINANCING, OR OBTAIN
TITLE INSURANCE ON THIS PROPERTY, WITHOUT
THE EXPRESS WRITTEN CONSENT OF THE
SIGNING SURVEYOR.
2. ANY UNDERGROUND UTILITY LOCATIONS SHOWN EIR
ON THIS PLAT ARE APPROXIMATE. THE PROPERTY
MAY ALSO BE SERVED BY OTHER UNDERGROUND
UTILITIES WHICH WERE NOT LOCATED. I, G L. SPRINKLE, PROFESSIONAL LAND SURVEYOR NO. L-1454, CERTIFY TO
ONE OR MORE OF THE FOLLOWING AS INDICATED WITH AN "X" ;
3. ALL DISTANCES SHOWN ON THIS SURVEY PLAT
ARE HORIZONTAL GROUND DISTANCES UNLESS ❑ A THAT THIS PLAT 15 OF A SURVEY THAT CREATES A SUBDIVISION `,,-,\\N CARO
OTHERWISE NOTED. ALL AREAS ARE COMPUTED OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT ♦n o..... /
BY COORDINATE COMPUTATIONS. HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND; •'°FOSS/�'•
4. THIS PROPERTY MAY BE SUBJECT TO ADDITIONAL
❑ a. THAT THIS PLAT 15 OF A SURVEY THAT IS LOCATED IN A
RIGHTS—OF—WAY, EASEMENTS, RESTRICTIONS, OR PORTION OF A COUNTY OR MUNICIPALITY THAT IS UNREGULATED
OTHER SIMILAR ENCUMBRANCES OF RECORD WHICH AS TO AN ORDINANCE THAT REGULATES PARCELS OF LAND; — a SEAL o
` ARE NOT GRAPHICALLY DEPICTED HEREON. e` L-1454 Q e C. THAT THIS PLAT IS OF ONE OF THE FOLLOWING:
A SURVEY OF AN EXISTING PARCEL OR PARCELS OF LAND
AND DOES NOT CREATE A NEW STREET OR CHANGE AN �G' ••eoSURvoo•°�(�\`;
EXISTING STREET; SPR1Nr��\\
0 A SURVEY OF AN EXISTING BUILDING OR OTHER STRUCTURE, ////IJIIIt1IA
OR NATURAL FEATURE, SUCH AS A WATERCOURSE, OR
ADDITIONAL REFERENCES: BOUNDARY SURVEY
A CONTROL SURVEY.
DEED BK. S-28 / PG. 304
PARCEL NO. 11-50717 LEGEND OF SYMBOLS: ❑ D. THAT THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY. SUCH 1, G. L- SPRINKLE, CERTIFY THAT THIS PLAT WAS DRAWN
AS THE RECOMBINATION OF EXISTING PARCELS, A COURT—ORDERED UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE THOMAS E . & L I N a A M. STERRETT
0 EXISTING IRON ROD (EIR) / IRON PIPE (EIP) SURVEY, OR OTHER EXCEPTION TO THE DEFINITION OF SUBDIVISIOIN; UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED
REVISION: DATE: IRON ROD SET (IRS) / IRON PIPE SET (IPS) ❑ E. THAT THE INFORMATION AVAILABLE TO THIS SURVEYOR IS SUCH VEYEIN: SEE REFERENCES); THAT THE BOUNDARIES NOT BUR COWEE TOWNSHIP
*5 REBAR OR 3/4" OPEN TOP PIPE THAT I AM UNABLE TO MAKE A DETERMINATION TO THE BEST OF MATZO ARE CLEARLY INDICATED AS DRAWN FROM AT
MATION FOUND IN BOOK ----- , PAGE — THAT
_ NAIL / SPIKE (TYPE AS NOTED) MY PROFESSIONAL ABILITY AS TO THE PROVISIONS CONTAINED IN THE RATIO OF PRECISION AS CALCULATED IS 1: 10 MACON COUNTY, NORTH CAROLINA
® MONUMENT TYPE AS NOTED) (A) THROUGH (D) ABOVE; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH
( G. S. 47-30 AS AMENDED. NOTE: ALL PONDS ARE TO HAVE A 20' UNDISTURBED BUFFER FROM THE EDGE OF POND. DATE 02/04/09 SCALE 1"= 50 FT.
-- -- -----"-- -- O POINT ❑ F. THAT THIS PROPERTY IS/IS NOT IN A FLOOD HAZARD ZONE AS
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER
DELINEATED ON THE EMERGENCY
HAZARD BOUNDARY MAPS PREPARED AND SEAL THIS 04 DAY OF FEBRUARY A.D.. 2009. NOTE: THE BRANCH IS TO HAVE A 2Q UNDISTURBED BUFFER OF 10' ON EACH SIDE. DEED REF. DEED BK_ S-''8 PG. 304
� � /� ® CONTROL CORNER BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) f - / —
CABE SURVEYING PLLC - FENCE (AS NOTED) NOTE: THE PROPERTY LINES ARE TO HAVE A 20' UNDISTURBED BUFFER.
— — — OVERHEAD UTILITY LINE(S) � % � !/��.. ,.__..- 50 0 60 100 150
NOTE: THIS PROPERTY IS SUBJECT TO ALL APPLICABLE EASEMENTS AND RIGHTS OF WAY
N.C. Professional Land Surveyors � 2a FIRE HYDRANT (FH)
NCBELS License No. P-0699 ♦ LIGHT POLE (LP) G. L. SPRINKLE. PROFESSIONAL LAND SURVEYOR NO L-1454 PROFESSIONAL LAND SURVEYOR, L-1454 OF RECORD.
a UTILITY POLE GRAPHIC SCALE - FEET
468 WEST PALMER STREET / FRANKLIN, NC 28734 / [phone] DWG TC3
SURVEYED BY TLB DRAWN BY TLB GLS NO N.C.G.S. HORIZONTAL CONTROL MONUMENTS FOUND WITHIN 2000 FEET OF SITE