20201640 Ver 1_Agony Acres mitigation project_20201202

Book 185 Page 118
LA .1 fd kee ma ina °� 5ur�e inq PLAT BOOK: 1 1 6 PAGE: 1 I $
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SURVEYOR'S NOTES: VICINITY MAP
1. ALL DISTANCES ARE GROUND MEASUREMENTS IN LINE TABLE COORDINATE TABLE (NOT TO SCALE)
US SURVEY FEET UNLESS OTHERWISE NOTED. 000
LINE BEARING DISTANCE LINE BEARING DISTANCE CORNER# NORTHING EASTING CORNER# NORTHING EASTING CORNER# NORTHING EASTING u, n
2. AREAS CALCULATED BY THE COORDINATE METHOD. L1 S 67°04'50"E 150.72' L63 S 03°54'12"W 362.12' 1 882764.02 1837227.24 31 884426.83 1838467.54 61 885279.02 1839414.95 TICKLE RD `%�O
L2 S 81°31'17"W 168.34' L64 S 12°30'53"E 48.84' 2 883125.58 1837310.21 32 884511.15 1838282.87 62 885383.31 1839319.48 %w /
3. PROPERTY SUBJECT TO ALL EASEMENTS, RIGHT OF � �
WAYS AND RESTRICTIONS THAT ARE RECORDED,
L3 N 52°08'03"E 148.22' L65 S 63°58'50"W 134.56' 3 883066.88 1837449.03 33 884551.25 1838023.46 63 885554.95 1839741.38 0 �'o
L4 S 05°21'57"W 54.87' L66 S 03°03'09"E 280.94' 4 882788.84 1837393.74 34 884879.95 1839256.94 64 885722.70 1839834.49 <-c Y Rp
UNRECORDED, WRITTEN AND UNWRITTEN. o 6�5\CK(�UARK
5 883173.91 1837272.93 35 884754.28 1839286.33 65 884661.53 1840253.32
L5 S 05°21'57"W 166.74' L67 N 82°31'55"W 154.96' Z
4. GUILFORD COUNTY GIS WEBSITE USED TO IDENTIFY 6 883264.89 1837389.94 36 884490.06 1839346.12 66 884962.19 1840105.01 n , o
L6 S 05°21'57"W 25.43' L68 N 01°43'03"W 164.22'
PROPERTY OWNERS. 7 883524.07 1837433.68 37 884337.17 1839331.06 67 884991.60 1840246.38 s
L7 S 48°27'25"W 128.97' L69 N 07°51'08"W 219.19' 8 884216.01 1837385.29 38 884490.15 1839246.28 68 884831.81 1840372.63 o SUBJECT O,
5. THE PROFESSIONAL SURVEYOR HAS MADE NO L8 N 67°04'50"W 185.14' L70 N 27°20'47"W 233.02' - cF0 -
9 884657.13 1837580.42 39 884605.48 1839241.94 69 884648.82 1840384.64 PROPERTY Cq v
INVESTIGATION OR INDEPENDENT SEARCH FOR L9 S 73°13'09"E 291.14' L71 N 63°58'50"E 142.20' 10 884728.08 1837989.85 40 884858.17 1839122.81 70 884300.32 1839524.73 , '(''0
EASEMENTS, RIGHT OF WAYS, ENCUMBRANCES, L10 N 70°55'10"E 166.31' L72 S 38°58'34"E 90.38' 11 884673.45 1837984.72 41 884868.34 1839185.47 71 884184.97 1839618.68 .�
RESTRICTIVE COVENANTS, CORRECT OWNERSHIP L11 S 85°23'23"E 211.18' L73 S 84°07'04"W 40.71' 12 884507.44 1837969.12 42 885013.42 1839222.76 72 883851.49 1839625.13 p
OR ANY OTHER FACTS THAT AN ACCURATE AND z o.-°‘
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CURRENT TITLE SEARCH MAY DISCLOSE. A NC LICENSED L12 N 50°09'12"E 231.70' L74 S 78°19'23"W 150.83' 13 884482.12 1837966.74 43 885326.33 1839303.85 73 883490.21 1839600.48 E
ATTORNEY SHOULD BE CONSULTED.
L13 S 25°14'28" 157.53' L75 N 01 E°28'44" 225.55' 14 884435.42 1837660.40 44 885177.74 1839439.88 74 883497.02 1839573.18
L14 S 52°33'00"W 228.44' L76 S 82°31'55"E 165.40' 15 884094.33 1837559.69 45 885031.89 1839416.29 75 884396.20 1839451.97 n s 1 Z 0
6. BY GRAPHIC DETERMINATION, A PORTION OF THE 16 883738.12 1837620.60 46 884838.73 1839352.26 76 883209.67 1839615.44 ?L15 N 89°57'56"W 293.85' L77 S 06°11'59"E 170.27'SUBJECT PROPERTY IS LOCATED INSIDE A SPECIAL 17 883418.87 1837612.21 47 884443.88 1839441.39 77 883229.81 1839461.80 = ➢ SOCKWELL RD o �L16 S 27°45'36"W 140.63' L78 N 81°48'50"E 74.71' o = /1. .
m
FLOOD HAZARD AREA, WHICH IS SUBJECT TO 18 883187.34 1837539.98 48 886588.69 1838901.95 78 883393.95 1839456.88
L17 N 85°06'04"W 144.94' L79 N 81°52'51"E 166.93' ➢ o
INUNDATION BY THE 1% ANNUAL CHANCE FLOOD EVENT 19 883101.81 1837443.46 49 885846.07 1839740.94 79 883611.09 1839426.93 y I-
L18 N 65°27'30"W 203.01' L80 N 81°40'27"E 125.43' (
(ZONE AE) AS DETERMINED BY THE F.E.M.A. 20 884681.73 1838035.71 50 886093.39 1839553.39 80 884101.22 1839447.13 - b'
MAP#3710883800J; EFFECTIVE DATE: JUNE 18, 2007. L19 N 81°12'51"W 262.49' L81 N 81°31'17"E 125.33' 21 884698.05 1838136.28 51 886340.12 1839273.94 81 884308.20 1839340.09 0 A
L20 N 05°21'57"E 131.05' L82 N 81031517"E 135.16' 22 884718.32 1838261.17 52 886536.69 1838937.84 82 884370.58 1839467.88
7. GRID COORDINATES AND BEARINGS WERE DERIVED L21 S 13°09'45"E 129.05' L83 N 82°51'21"E 185.62' 23 884634.27 1838539.91 53 885830.14 1839753.02 83 883008.89 1839643.40 I
0 0 4,/
FROM GLOBAL POSITIONING SYSTEM OBSERVATIONS `�
THAT WERE OBSERVED ON (01/09/13) AND WERE L22 S 13°09'45"E 271.35' L84 N 85°30'10"E 75.73' 24 884688.63 1838697.09 54 885507.31 1840291.44 84 883004.71 1839602.91 &(0
PERFORMED TO THE DEONP(01ATI/A POSITIONING L23 N 28°59'44"W 174.90' L85 N 07°13'37"W 30.20' 25 884671.66 1838907.58 55 885041.85 1840242.62 85 882974.19 1839455.20 0
CLASS A HORIZONTAL AND L24 N 02009'17"W 115.42' L86 N 87°27'48"E 82.69' 26 884820.12 1839085.47 56 885013.51 1840106.86 86 883199.66 1839461.02
ACCURACY STANDARDS
( L25 N 25014'28"W 279.36' L87 N 05011'58"E 160.66' 27 884677.62 1839152.65 57 885257.16 1840106.37 87 883178.16 1839625.01
CLASS C VERTICAL); AT THE 95% CONFIDENCE LEVEL 28 884538.72 1838971.30 58 885475.60 1840150.49
USING GPS L1 STATIC OBSERVATIONS WITH MAGELLAN L26 N 14°24'52"E 149.79' L88 N 05°11'58"E 256.30' 29 884538.90 1838677.45 59 885546.54 1839982.84
PROMARK3 RECEIVERS. L27 N 14°31'42"E 323.25' L89 N 77°45'45"W 109.92' 30 884414.45 1838611.95 60 885366.96 1839873.18
L28 S 42028'20"E 201.46' L90 N 78°32'04"W 146.84'
8. UTILITIES WERE LOCATED BASED ON VISIBLE ABOVE L29 S 09°11'13"W 147.74' L91 N 04°30'21"E 344.22'
GROUND STRUCTURES, THEREFORE THE LOCATION OF L30 S 18°20'20"W 203.50' L92 N 78°19'23"E 447.87'
UNDERGROUND UTILITIES ARE APPROXIMATE OR MAY
L31 S 12°43'11"E 404.78' L93 N 84°07'04"E 39.35' 1(l J GRID NORTH
BE PRESENT AND NOT SHOWN HEREON. CALL L32 S 63°39'26"E 104.08' L94 N 84°07'04"E 76.93' - // // r,r A NAD 83 (20 I I)
1-800-632-4949 BEFORE DIGGING. / /
L33 N 45°24'11"E 55.85' L95 N 88°51'45"E 100.56' 5/8" RBC SET"EEP" (48) (441/ I Y/'/
9. THE STATE OF NORTH CAROLINA RESERVES THE RIGHT TO L34 S 34°36'55"E 58.74' L96 S 86°08'05"E 100.64' N 13°45'04"W 3536.82' • ��, 7/) J
USE A 12' WIDE NON-EXCLUSIVE EASEMENT FOR THE L35 S 63°24'37"E 124.38' L97 S 82°30'03"E 31.99' FROM 1"IP SET"KEE"CAP �1•p " 4 '3S f I /
PURPOSE OF INGRESS, EGRESS AND REGRESS FROM L36 S 57°41'10"E 261.00' L98 S 08°14'41"W 30.24' , N:886588.69' r /Iil f 1
PATHS AND ROADS, WHICH ARE SHOWN HEREON IN - • `W`v W w* /
E.1838901.95' • `/l/
L37 S 48°58'53"E 161.19' L99 N 29°52'43"E 2512.95' SIP O (52)
APPROXIMATE LOCATIONS, FOR ACCESS TO CONSERVATION L38 S 48°15'05"E 221.82' L100 N 37°38'28"W 61.05' . , . /
EASEMENT AREAS. ACCESS IS ALSO PERMITTED BETWEEN L39 S 37°10'25"E 315.72' L101 N 09°04'10"W 35.37' NS9° .` ,v, 436 I / �'0 1
STREAM CROSSINGS. SEE SECTION IIIA IN THE ALL REAM
CONSERVATION EASEMENT AGREEMENT. L40 S 52°49'35^W 55.00' L102 N 51°07'18"E 69.80' 0 • W , W / ( �S �
L41 N 34°36'55"W 63.18' L103 N 05°21'57"E 149.40' Gy38 /�l e F� -wry'
10. CONSERVATION EASEMENT CORNERS WERE NOT SET L42 N 52°49'35"E 55.00' L104 N 44°26'59"E 53.31' • 9-‘3 , , ` 2) / ) o LET
AND CONSERVATION EASEMENT LINES WERE NOT L43 S 37°10'25"E 20.00' L105 N 15°20'30"E 59.08' ' * ( J
FLAGGED AT TIME OF RECORDATION. CORNERS TO BE L44 S 38°08'45"E 141.34' L106 N 13°49'41"W 104.30' • ` , ' / ��
SET AFTER CONSTRUCTION WITH 5/8" BY 30" REBAR L45 - S 39°47'40"E 106.2B' L107 N 63°39'26"W 85.89' TOTAL (5 I) W+ I / 9������
AND CAPPED WITH A 3 1/4" ALUMINUM CAP WITH L46 S 49°12'56"E 127.90' L108 N 45°24'11"E 92.65' - �� . �( J\/J �
STATE SEAL, UNLESS OTHERWISE NOTED. L47 S 54°30'10"E 36.52' L109 N 37°10'25"W 20.00' CONSERVATION 8° (/
L48 S 68°09'21"E 68.04' L110 S 04°16'26"E 50.39' '%, ` w
11. ALL EXISTING FENCES WITHIN THE CONSERVATION L49 S 64°44'27^E 46.0T L111 S 02°04'09^W 51.35' 3O+ . - "'8tt.1&471/6
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EASEMENT AREAS ARE TO BE REMOVED. EASEMENT AREA. 7y " - Q -9L50 S 81°37'17"E 51.72' L112 S 84°28'17"E 59.64' t? A /1 1
L51 S 83°58'48"E 57.01' L113 N 82°40'06"E 179.89' 30.78 ACRES '� O LU1WGU I I O RD COUNTY, N C L52 S 89°0T34"E 412.43' L114 N 81°24'11"W 89.23' 8�1,1
L53 S 78°12'27"W 138.69' L115 N 81°24'11"W 230.46' '"� (50) • -.- yeI�/0A�,`p0 180' 360' S40'
L54 N 67°04'00"W 182.04' L116 N 04°39'46"E 31.16' -1 MINOMMENIN
THIS PLAT DOES NOT CREATE A SUBDIVISION OF PROPERTY L55 N 42°28'20"W 141.39' L117 S 82°12'07"E 144.95' W I ���
IN GUILFORD COUNTY. THE PURPOSE OF THIS SURVEY IS TO L56 N 37°10'25"W 134.83' L118 N 84°28'17"W 219.80' CE AREA G 'L��`W W ��� `
IDENTIFY THE CONSERVATION EASEMENT AREAS ONLY. NO L57 N 78°14'59"E 144.39' L119 N 16°54'08"W 32.93' - 1.48 ACRES % j l ONE (NCF1 -ONE t1UNDRED EIGHTY FEET
TRANSFER OF PROPERTY IS TAKING PLACE. L58 S 38°18'42"E 203.65' L120 N 01°28'44"E 30.16' . - ' . -
L59 S 03°45'20"E 183.38' L121 S 17°18'39"E 30.35' )4 (36) 5/8" RBC SET N s- - )
/�/�, t ` f" L60 N 84°28'17"W 131.94' L122 S 31°49'51"E 30.15' `♦ wt EEP" (47) O' „ /
•
I, ' `�v��1s ���+� REVIEW OFFICER FOR L61 S 39°09'50"E 148.78' L123 S 34°30'59"W 175.20' `?2 ` �, p !
GUILFORD COUNTY, CERTIFY THAT THE MAP OR PLAT TO "+` cn v�` "0
WHICH THIS CERTIFICATION IS AFFIXED, MEETS ALL L62 S 01°06'26"E 333.54' <ro� N (49) ��%„
STATUTORY REQUIREMENTS FOR RECORDING. `W`W w W / /
12-5--13_- SIP @ ' „ �` L109/ fir
/'/G O 50' OFFSET " ^ ." .` .'W •(75) :: I/2 IP at m <s W`W
REVIEW FICER DATE - " - 6' . -
r •(37)"."'+65 cr, • (82) 5/8 RBC SET EEP" (53) u
ate'' N 00°13'17"E 2676.91' (64)•`. . �p
IIIIIIIIIIIIIIIII 11111 liii W w W y W FROM 1"IP SET"KEE"CAP �� :W. . . s /))
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2013079116 )ED IN O���, �' ,W "W • c7o ry?,:" . W , * s (// I
GUILFORD CO NC FEE$21.00 O O>, (81) ;- - • ) *
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PRESENTED 8 RECORDED: _ BY: ��7 ```W`+ • W` .W LL CE AREA H 63 0 0`W`W t , W `, "W"W'W" ,I /,// ( (7 /I ! / / f / •�
12-05-2013 03:46:06 PM � ( ) 8 / /
JEFF L.THIGPEN cS` 12.2' • y
----- ��. =5.15 ACRES ° too
(59 ¢. L5o ,L51• / d ( I( /L52 / j/ gib REGISTER OF DEEDS __ ---
BY.TERESA STEELMAN �t�� W .W W W �.� W ° 1 :1 W . W ".*.*.W .. * l6 * *W 54
DEPUTY-GB W W . ` " • 6'I 5 . y W ." •". +{) ( )
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PG: 118-118 O SIP INSET .0:.- ` W . . W ° "rye` S3 "`* .`'\
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THIS -iMwp IS..NOT A SUBDIVISION �56.W - . . . --° w` / (60) ,,/---- o
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DEVELOPMENT ORDINANCE. a. • S79°08,0 d
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DAVID F.TEAGUE ! \ (57) •
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DATE: rSC-l.� EEP" (42) wW W" " 3/4" IP (34) "' `
/ to- " • ` » N 15°42'42"W 1793.72' *
F. "E" " - FROM 1"IP SET"KEE"CAP (55) n -
10 C 0.1RACRES W` w y W y(45) N:884879.95' S�p0p 55) L53 • L110 N N
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I PIN: 8838-74-4721 1 o. - ,W Z W W W �0��\ !,
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PIN: 8838-94-7969 E a W ti..„ LL• (65) I
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/ . - - - . • - . . -`( ) . (33) 29 (28) 38 D I SEE INSET 2
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WL .`.` `. . w .`.` `. ` • (32) r ` ` ^� ( )• .. . y432 I as N:88466I.53' I obi
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GEORGE Y. TEAGUE a .• W - S 81 19 r o I �-
PIN: 8838 63 337I ^ l `-`+ W (14) C� • CE AREA"C" ilt
= 1.09 ACRES c WI ` ::: ( KAREN ELIZABETH TEAGUE CLARK 4 w
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N 88°54'56"E N:884300.32' PB: 165 PG: 18 v'
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b L c I j 6 .W o W• 0�7'� -R, M KAREN ELIZABETH
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l` w t: ~ 'V �� o BARN n'X- ' 0 PIN: 8848-03-3585
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CE AREA„B„ % (I 6) _. z N • I
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' AMY SHEPHERD
N 89°3 I'14"W 2469.53' *` ` `.` (78) " I \ I
c „ � x r- .�� I SILO PIN: 8848 I4 885I
FROM 1"IP SET"KEE"CAP W W y 3 3/4 O1
N:883 173.9I' Z .. * W PINCH-TOP --,, . .LL I - \
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E:1837272.93' * �, I/2 IP PIN:8838-93-5500 I I I
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(2)• -0• - �(19) _ =0.79 ACRES W w y W / \ sPc's: I PIN: 8848 03 1259
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CE AREA"A" z L86 I 1 •• - - . - - - - - - • - - _ -- • 36" CMP EEP' (83C DEXTER F CLAPP�
_ I N: 8838 92-8720
= 1.15 ACRES - _
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STONE �" • ' I (DISTURBED) \ DB: 368G PG: 1042
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(BROKEM� (TIE ONLY) - • - - - - - I O N N\
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E377.31' fir - - • - - - - - - - - - -
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( )�� _moo I (DISTURBED) JEFFERSON DAVIS I1UGh1ES `�-\ `=!_
25.79' NCDOT CLAIMS MAINTENANCE LIMITS I I NCGS STATION "GIBBON"
GLENDA S 11UGt1ES " \\ NAD 83 2011 SPC'S:
L78 _ BRICK CULVERT i I PIN: 8838-9 1-5714 a y o Ii 1 N:862562.39 FEET
/
I DB: 6884 PG: 524 o \ 1 E:1844873.09 FEET
o, i 5/8" RBC SET "EEP" (I I Pb: 172 PG: 98 (LOT 2) \ ELEVATION:664.2 FEET (NAVD88)
°j / I S S I°12'15"W 2545.37' I I 1.1 GEOID: 12 EPOCH: 2010
j/ I FROM 1"IP SET"KEE"CAP I I J
N:552764.02'
E:1537227.24' I GEORGE Y. TEAGUE * I CONSERVATION EASEMENT FINAL PLAT OF
GEORGE Y. TEAGUE CHERRY W. TEAGUE I CORNER(TYPICAL)
I PIN: 8838 70 1865 I PIN: 8838 82 4435
r
NO R Ty A CONSERVATION EASEMENT SURVEY FOR:/ >I DB: 4456 PG:185 1 I DB: 4975 PG: 1895 o o.qGEORGE FRANKLIN SHEPHERD 4 RO I I OLA MAE SHEPHERDPIN: 8838 8 1-4367 e THE STATE OF NORTH CAROLINA,
DB: 6884 9G: L T ' ECOSYSTEM ENHANCEMENT PROGRAM,
CERTIFICATE OF SURVEY AND ACCURACY: i PB: 172 PG: 98 (LOT !) I �_,
PHILLIP B. KEE CERTIFY THAT THIS PLAT WAS I I s I "AGONY ACRES MITIGATION PROJECT"
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY I _ - - - --i Rr, Pye EEP PROJECT ID: 95716
MADE UNDER SUPERVISION (DEED DESCRIPTION RECORDED IN I - - - _ " T r o N SPO FILE #'S: 41-AAABN, 41-AAABM, 41-AAABO, & 41-AAABW
DB: 7345_, PG:G: 1803; DB:1538 , PG:1�2�, DB: 734 ,
PG: 1799_, DB: 7345_ PG:129i & DB:130-6- PG: 450 );
THAT DASHED LINES INDICATE LINES NOT SURVEYED; THAT THE PARCEL IDENTIFICATION NUMBER'S:
RATIO OF PRECISION AS CALCULATED DOES NOT EXCEED LEGEND: CERTIFICATE OF OWNERSHIP AND DEDICATION: 8838-74-4721, 8838-83-5816, 8838-74-9850
_ 1:10,000 _; AND THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED. • CALCULATED POINT (NOT SET) immem. BOUNDARY LINE 8838-85-8776, 8838-94-7969 & 8838-93-5500
I ALSO HEREBY CERTIFY THAT THIS PLAT IS OF ONE OF THE O
EXISTING 5/8" REBAR -OMIMOan BOUNDARY LINE NOT SURVEYED I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY AS SHOWN DEED REFERENCES:
AND DESCRIBED HEREON. I ALSO HEREBY ACCEPT AND ADOPT THIS
FOLLOWING: GS 47-30 F(11 D; THAT THE SURVEY IS OF (UNLESS OTHERWISE NOTED) TIE LINE ONLY DB:7345 PG: 1803, DB:7538 PG: 1429, DB:7345 PG: 1799,
ANOTHER CATEGORY, SUCH )AS THE RECOMBINATION OF EXISTING A.A EXISTING 3/4" IRON PIPE - - - - ADJOINING DEED LINES RECORD PLAT AND CONSERVATION EASEMENT WITH MY FREE CONSENT
PARCELS, A COURT-ORDERED SURVEY, OR OTHER EXCEPTION TO vo (UNLESS OTHERWISE NOTED) -•--•-- RIGHT OF WAY (R/W) AND DEDICATED ALL EASEMENTS, RIGHT OF WAYS AND ACCESS ROADS DB:7345 PG: 1794 & DB:7306 PG:450
THE DEFINITION OF SUBDIVISION. EXISTING PLANTED STONE X FENCE LINE TO PUBLIC AND/OR PRIVATE USE AS NOTED ON SAID PLAT. WASHINGTON TOWNSHIP, GUILFORD COUNTY, NORTH CAROLINA
O (UNLESS OTHERWISE NOTED) ow OVERHEAD WIRE
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND r ,�/ , SURVEY BY: PBK,NC,KP DRAWN BY: EC CHECKED BY- PBK
SEAL THIS 5TH DAY OF _ DECEMBEE___, A.D., 2013. © SET 1" IP WITH "KEE" CAP (SIP) jJJ//,,Jl`I))l/1 EXISTING STREAM 6 "/` 'e .G� /Z �'/3
```0%111 I I I I//�� 0 CONSERVATION EASEMENT CORNER r-*-*-*,.1 CONSERVATION EASEMENT (CE) AREA GEOR Y. TEAGUE DATE SHEET SIZE:: 24'X36„ SHEET #.' 1 OF 1 SCALE.' 1 180
�,�� ���®`/,���i (SEE NOTE #10) ^ 1::" .•; EXISTING GRAVEL DRIVE ��S 7 SURVEY DATES: 03/27/13 - 12/05/13 JOB # 130101-CE
1i NGGS MONUMENT (CON MON) 444..1-4._-4.i...____T-'
- ---
• ® ASS/` '� ,i 44;'r - SOIL/GRASS ROADBED HOLY COW FARM, LLC ATE N P. 0• Box 2566
�.0 ®�°� UTILITY POLE
THIS DOCUMENT IS NOT VALID
= •A SEAL r-1 - UNLESS SIGNED AND SEALED NCGS NORTH CAROLINA GEODETIC SURVEY �f�/�,4� r _
_ .
. -- NOT TO SCALE (NTS) N.A,D, NORTH AMERICAN DATUM 1983 -" )y�� /3 . 1
Asheville, NC 28802
L-4 s = IP IRON PIPE SPC STATE PLANE COORDINATES DAVID F. TEAGUE '�s^ U D TE / ,., p p
�*.i ®�' ` RBR REBAR CC CONTROL CORNER (SET IN CONCRETE) �jJ� -{`�wv - �' - ee
(020 575-9021
: °°®s,, �� RBC REBAR WITH CAP , 1L. l S L�
ii °° °° °� ��� DB: DEED BOOK CMP CORRUGATED METAL PIPE ELLEN T. MILLER DATE www. keemap°com
/. isfaC1p I •1V��� ii PB: PLAT BOOK SR STATE ROAD
--- • - `"--- License C-3039
77//Nil11111\\��� PHILLIP . KEE, PLS NC-4647 PG: PAGE MAPPING 8c SURVEYING N G