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HomeMy WebLinkAbout20190044 Ver 2_Thoroughfare Recorded Plats_20191205ID#* 20190044 Version* 2 Select Reviewer:* Katie Merritt Initial Review Completed Date 12/05/2019 Mitigation Project Submittal - 12/5/2019 Is this a Prospectus, Technical Proposal or a New Site?* r Yes r No Type of Mitigation Project:* r Stream r Wetlands W Buffer V Nutrient Offset (Select all that apply) Project Contact Information Contact Name:* Andrea Eckardt Project Information .................................................................................................................................................................. ID#:* 20190044 Existing IDV Project Type: r DMS r Mitigation Bank Project Name: Thoroughfare Swamp County: Wayne Document Information Email Address:* aeckardt@wildlandseng.com Version: *2 Existing Version Mitigation Document Type:* Mitigation Conservation Easement File Upload: Thoroughfare Recorded Plats.pdf 828.71KB Rease upload only one RDFcf the conplete file that needs to be subnitted... Signature Print Name:* Andrea Eckardt Signature:* (t WlrtlC Page 1 of 1 GENERAL NOTES 1. THE PURPOSE OF THIS PLAT IS TO ILLUSTRATE A CONSERVATION EASEMENT ON THE LAND OF RALPH GLENN BRITT, BEARING NC PIN: 252-441-2271; HAVING A DEED REFERENCE OF BOOK 3085 PAGE 427 AND PLAT REFERENCE OF PLAT CABINET M SLIDE 18-G (LOT 2) RECORDED IN THE WAYNE COUNTY REGISTRY. 2, SOURCE OF MERIDIAN: NAD83(2011) BASED UPON. A DRAPER ADEN ASSOCIATES (DAA) STATIC GPS SURVEY PERFORMED ON JUNE 3rd, 2019 (SEE SURVEY CONTROL I GRID TIE NOTES). ORIGINAL PROJECT CONTROL ESTABLISHED BY DAA ON JUNE 3rd, 2019 WAS HELD FOR THE CREATION OF THIS EASEMENT PLAT. ALL BASIS OF BEARING AND COORDINATE VALUES SHOWN HEREON ARE DERIVED FROM SAID PROJECT CONTROL. SEE "SURVEY CONTROL 1 GRID TIE NOTES" FOR STATIC GPS METADATA. 3, THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY SHOW ALL ENCUMBRANCES ON THE TITLE. 4. THIS EASEMENT PLAT WAS PREPARED FOR THE SOLE PURPOSE OF ILLUSTRATING AN EASEMENT. THIS IS NOT A BOUNDARY SURVEY. THE PROPERTY LINES SHOWN HEREON ARE COMPILED FROM RECORD INFORMATION. 5, EASEMENT CORNERS ARE MARKED WITH 518" REBAR SET FLUSH WITH THE EXISTING GROUND. 6. UPON EXAMINATION OF FLOOD INSURANCE RATE MAP, PANEL NUMBER 2524 OF COMMUNITY NUMBER 370254 (WAYNE COUNTY), BEARING MAP # 3720252400K, REVISED DATED OF JUNE 20, 2018: THE SUBJECT PROPERTY LIES IN ZONE "X." 7. UNIT OF MEASUREMENT IS U.S. SURVEY FEET (FT). 8, AREA(S) CALCULATED BY THE COORDINATE METHOD. REVIEW OFFICER CERTIFICATION STATE OF NORTH CAROLINA COUNTY OF WAY E I, rt, ,j REVIEW OFFICER OF WAYNE COUNTY, CERTIFY­THAI THIS M0 OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED, MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING_ A� 11150vq REVIEWOFFICEW DATE PRESENTED FOR REGISTRATION DATE 11-25-11 _ TIME Pon ir JUDY HARRISON REGISTER OF DEEDS WAYNE COUNTY, NC oEPUTY,T SURVEYORS CERTIFICATE CONSERVATION EASEMENT AREA SUMMARY PROPERTY: RALPH GLENN BRITT PIN: 2524-41-2271 EASEMENT AREA 1: 850,203,63 SF / 19.518 AC EASEMENT AREA 2: 175,758 SF 14.035 AC 1, CALEB TROY CLAYTON, SR, DO HEREBY CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION USING THE REFERENCES SHOWN HEREON; THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN THE REFERENCES SHOWN HEREON; THAT THE RATIO OF PRECISION AS CALCULATED IS GREATER THAN 1:10,000+; THAT THIS PLAT IS A SURVEY OF ANOTHER CATEGORY, SUCH AS A RIGHT-OF-WAY AND EASEMENT DEDICATION; THAT THIS MAP WAS PREPARED IN ACCORDANCE WITH NORTH CAROLINA GENERAL STATUTES 47-30 AS AMENDED, WITNESS MY ORIGINAL SIGNATURE AND SEAL THIS 13th DAY OF NOVEMBER, A.D., 2019. 011111"41 +.01caRo�•,, ♦�,••••••. *0�; OF+_SSIGH• l�pl* :¢ SEAL ; L-5306 .L 0000 Er l3 j 4fl1 o yI j_t 0 CALEB TROY CLA N, SR, PLS C REG. NO.: L-5306 CERTIFICATE OF OWNERSHIP AND DEDICATION 1, THE UNDERSIGNED HEREBY ACKNOWLEDGE THAT THIS PLAT AND ALLOjMF.NT IS M� YFREE A AND DEED. OWNER DATE _.,,�.5 NOTARY I II�UI� (J�CERTIFICATE � STATE OF I11« COUNTY OF wmlo I CERTIFY THAT THE FOLLOWING PERSON(S) PERSONALLY APPEARED BEFORE ME THIS DAY, EACH ACKNOWLEDGING TO ME THAT HE OR SHE VOLUNTARILY SIGNED THE FOREGOING DOCUMENT FOR THE' PURPOSE STATED THEREIN AND IN THE CAPACITY INDICATED: Q/ GAM4 Aw 41 darn 4mow DATE: /� Itr 2 S 2019 iNWAFN PUBLIC PRINTED NAME: lr&^ NOTARY PUBLIC MY COMMISSION EXPIRES: GD - J.17 SURVEY REFERENCES DB 3085 PG 427 DB 3085 PG 424 DB 3072 PG 46 DB 830 PG 663 DB 2835 PG 85 PC M SLIDE 18-G PC N SLIDE 77-H ABBREVIATIONS AC ACRES AG ABOVE GROUND AXF AXLE FOUND BG BELOW GROUND CMF CONCRETE MONUMENT FOUND DB DEED BOOK EC EASEMENT CORNER EL EASEMENT LINE ESMT EASEMENTI FL FLUSH WITH GROUND INV INVERTI IPF IRON PIPE FOUND IRF IRON REBAR FOUND N/F NOW OR FORMERLY PC PLAT CABINET PG PAGE PL PROPERTY INE RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY SF SQUARE FEET TOB TOP OF BANK TYP TYPICAL I W/ WITH I VICINITY MAP Scale: 1 "=5,000 SURVEY CONTROL / GRID TIE NOTES STATIC GPS SOLUTION METADATA: HORIZONTAL DATUM: MAD 83 (2011) (EPOCH:2010) VERTICAL DATUM: NAVD 88 (GEOID 12B) FIXED STATIONS USED FOR THE GRID TIE (CORS MONUMENTS): PID DESIGNATION LATITUDE LONGITUDE DM3527 NCRX ROXBORO CORS ARP N 36°23'28.056" W 78°5954.418" DM3529 NCWR WARRENTON CORS ARP N 36'23'41.685" W 78'1013.749" DG9328 DURH DURHAM COOP CORS ARP N 35*59*46.129" W 78°53'58.036" CONTROL POINT 1 GRID NORTHING: 926,742.95' GRID EASTING; 2,117,108.05' ELEVATION: 477.95' START: 11.7.18 15:36:20 STOP: 11.7.18 17:29:50 GPS ANTENNA: TRIMBLE R8 (TRMR8) SERIAL NO: 4507145672 OBS USED: 86041 10935: 79% OVERALL RMS: 0.019 (m) RESIDUALS: LAT: 0,006 (m) I LON: 0.004 (m) ORTHO HEIGHT: 0.028 (m) CONTROL POINT 2 GRID NORTHING: 927,137.568' GRID FASTING: 2,117,369.079' ELEVATION: 467.20' START:8.5.18 15:41:00 STOP: 8.5.18 17.44:00 GPS ANTENNA: TRIMBLE R8 (fRMR8) SERIAL NO: 4511146199 OBS USED: 3843 / 4166: 92% OVERALL RMS: 0.015 (m) RESIDUALS: START:0.004 (m) / LON: 0.008 (m) ORTHO HEIGHT: 0.047 (m) * POINT #1 WAS HELD FOR THE BASE POINT OF THE SITE LOCALIZATION (HORZ. 8 VERT.) ` POINT #2 WAS HELD FOR THE AZIMUTH MARK * COMBINED FACTOR: 1.00002066 SYMBOL LEGEND 0 PROPERTY CORNER FOUND • EASEMENT CORNER SET Q COMPUTED PROPERTY CORNER LINE LEGEND SURVEYED PROPERTY LINE .__ ._...._._.......... ------------- PROPERTY LINE NOT SURVEYED — DITCH CENTERLINE — NEW EASEMENT LINE - EXISTING EASEMENT LINE STORM LINE X X FENCE LINE (AS NOTED) TOP OF CREEK BANK • r r • r • CONSERVATION EASEMENT W • • r i t 5.2 Li ,5 Y O R m U 9 N w O 3 7 N co Ev .� Qf O U m 0 z u- c m U. a z ui •r m • z Z J_ Z .. W Z ..... �ccz > HZ 2 < 3: ZT <:D(nCC D W W� Lu0 WzW 0000 U)- WZ�a.}- Q0 I-- a. W W I W it zC/) =L-LL �`Z2 (r❑ oQLLJm WJ =TLLCC � z <0 z O oC 0_ ac 00 CC LL REVISIONS 1 DESIGNED BY: NIA P BY: K5D BY: TC NTS 11/13/21019 T NUMBER: 80143-010507 SHEET 1 OF 4 Page 4 of 1 2 a r? LINE TABLE LINE IBEARING DISTANCE L1 S81'0212 W 303.92 L2 N15'2816 W 69.6 3 L3 N74"42 49 W 434.96 L5 N35'07 35 E 104.85 1-6S53'50 38 E 95.25 L7 S30'22 56 W 44.23 L8 S60'53 22 E 514.50 L9 S47'06 05 E 218.48 L10 S60'4316 E 601.94 L11 S61'37 09 E 300.52 11-12 S66'32 28 E 248A0 L13 S68'44 57 E 595.97 L14 N35'21 47 E 193.08 L15 S72'47 54 E 248.68 L16 S45'00 00 E 200.00 L17 S47'28 59 W 135.01 L18 526'18 24 W 106.10 1-19 512'45 27 E 105.58 1-20 N 53'07 27 W 88.15 L21 S66'26 20 W 168.26 L22 N 20'16 29 W 173.25 L23 N37'S9 07 W 212.27 L24 N57'0045 E 213.15 L25 N80'68 09 E 241.38 L26 S382810 E 280.52 L27 S3512 43 W 305.70 5/8" IRF S70'37'36"E 212.01' w w w w 0,5' BG S79'S9' 25"E SURVEY REFERENCES ABBREVIATIONS DB 3085 PG 427 AC ACRES DB 3085 PG 424 AG ABOVE GROUND DB 3072 PG 46 AXF AXLE FOUND DB 830 PG 663 BG BELOW GROUND DB 2835 PG 85 CMF CONCRETE MONUMENT FOUND DB DEED BOOK PC M SLIDE 18--G EC EASEMENT CORNER PC N SLIDE 77-H EL EASEMENT LINE ESMT EASEMENT FL FLUSH WITH GROUND INV INVERT IPF IRON PIPE FOUND IRF IRON REBAR FOUND N/F NOW OR FORMERLY PC PLAT CABINET PG PAGE PL PROPERTY LINE RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY SF SQUARE FEET TOB TOP OF BANK TYP TYPICAL W/ WI TH SYMBOL LEGEND 0 PROPERTY CORNER FOUND • EASEMENT CORNER SET COMPUTED PROPERTY CORNER LINE LEGEND SURVEYED PROPERTY LINE PROPERTY LINE NOT SURVEYED -- DITCH CENTERLINE --- NEW EASEMENT LINE ................... ............... ............ .._ .................. EKSTING EASEMENT LONE - STORM LINE X X FENCE LINE (AS NOTED) TOP OF CREEK BANK CONSERVATION EASEMENT w `- ---- 1---. -15/8" IRF w w w w w 0.7' BG w w w w w w w w w\ N/E ` - €?ETT-( R. BRITT w w w W w w w v+ 2826 w w w w w w w w •►EREGRESS, AND UTILITY EASEMENT X. 30 INGRESS, EGRESS, D 3053 PC 424 w w •r. w w w .►. w ,4 ,� w SL PC M, .iI.G _ 18...- (DB 3085 PG 427) F - 1_OT 1 � I��h- ,�. w w w w w w w w w w w w w �--:Z -.-' N/F S72'07'11 "E nr �r .►.►. w w w w w w w w w *�• •v 094 RALPH GLENN BRITT 758.46' PIN:2524-41-2271 w w w w w DB 3085, PG 427 PC M, SLIDE 18-G w w w w w w w *�+ w w w w w w _ (LOT 2) '1' '- = 5/8" IRF .4. *v w .�. w .v w •i. .v �. w ��13 41 w �. `+'L�5 0.6' BG 'fy ? w w w w w w w w w w w w w w w w_ V f w w / S45'17'44" E O?�s w w •�. w r w w w w w w w w w w w / ,r w w w y w X 23&16' w w Dy1 w w w .�\��` S66'41'1 WE w �. w w w w w 117.62 1 /2" IPF w w w w w w X w w w w w w w 0.4' BG " 1/2 IRF CONSERVATION N FL •4 EASEMENT AREA 1 w w w w w w w v. .► H 850,203.63 SF ' A f a W W ? w w w 19.518 AC • w w w w w w w w �. = 2 4' w w w w w w w w w w w w w *4 w w w w w to to 5/8" REBAR w w w w w w w 1cL0 SET (TYP) Z Z w w w w w _ _ w Presented for Registration U U �. w w w w �• w w � F- Date t 25- Iq w w 4 .w w w w w w •�• w w "' Time ,1 _w w �4 w w w w W W w w w wCO Judy Ham on 1 Register of Deeds ^ `►' w w w w w w CV o' n Wayne County, NC �3 �.._ �, .y w ` 1s Byeputy/ant r w w w w w w w w vi 2 CEMETARY N/ > w w w w w PIN: 22 - 50 1 y 03 `y 3 CHARL' S Fe. r-CLENN�' 'r 01 f w w w �• r �v 2 p OB 5072, PG MAN 8" IPF /� . `� FL 1b$� ��� phi s Js �QBW to AXF (BENT) 2.0' AG N/F j ICpi, STUART O aY RAI_PH GLENN BMTT PIN.2524••-70--5443 P',N-2.. 24-50-9151 Wil_I_ = I=._E 09E, PC 304 DB 3085, PG 427 PC M, SL1DF. 18_G LC1" .3 esslo SEAL • GRAPHIC SCALE fC3 : 1.-53D5 4: �� A ELTON W BRYAN •:�L spa Zi Too 0 5a iaa 20o aoo i I'IN: 2523-69-1967 ••� S URA" -•a O Z D8 2190, Pi 1000 � �f ,���r+•aaaaa••. NC REG. NO.: L-5306 (IN FEET)- LEB TRO ON, SR, PL 1 inch = 100 fl:. U Z ~ z W� Z z�z 0 w ZLU° 11 WC!)❑00w LIjZ�CL} Q r wLLw mlz LL�z= ❑ z co n Lu Z 'Q 0 m o �Z�� ❑oQLL<= I- L z Q ",r 0 0+ Cc 1< L REVISIONS DESIGNED BY: N/A DRAWN BY: - KS CHECKED BY: TC SCALE: 1 11=100' DATE: 11/1312019 PROJECT NUMBER: 19080143-010507 SHEET 2OF4 Book: P Page: 7- 1 Seq: 1 Page 1 of 1 MATCHLINE SHEET 4 MATCHLINE SHEET 3 SURVEY REFERENCES DB 3085 PG 427 DB 3085 PG 424 DB 3072 PG 46 DB 830 PG 663 DB 2835 PG 85 PC M SLIDE 18-G PC N SLIDE 77-H 5/8" REBAR SET (TYP) L25 �. �"Y w •y w \ vit'll lie 18" RCP TOP: 176.37' 18" RCP INV OUT: 174.87'f °\ INV IN: 175.99' lk w w `� w y `� ` CONSERVATION EASEMENT AREA 850,203.63 SF 19.518 AC SOB w w w \w CONSERVATION EA SEMENT ARE 2 w w w .►• w w w w w •►• 175,758 SFA 4.035 ACAXF w \"v C 2M SAC w w w w w w w w w /� 2' AG Q„ 1 w w w w w .w w •�• - � w 1 w w e2l a O S88'08'25"W 918.350 N /F j. FAISON JOYNER, JR PIN.1305--660-4006 DB 830, PC 6B3 ABBREVIATIONS AC ACRES AG ABOVE GROUND AXF AXLE FOUND BG BELOW GROUND CMF CONCRETE MONUMENT FOUND DB DEED BOOK EC EASEMENT CORNER EL EASEMENT LINE ESMT EASEMENT FL FLUSH WITH GROUND INV INVERT IPF IRON PIPE FOUND IRF IRON REBAR FOUND N/F NOW OR FORMERLY PC PLAT CABINET PG PAGE PL PROPERTY LINE RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY SF SQUARE FEET TOB TOP OF BANK TYP TYPICAL W/ WITH •�+���}�,�F�CAR�/zlp � °► �. o%4•.ok,~ssro410 y .� _ %� 9 •'9 4 SEAL` =0 S L-5306 4: • 9 # -LO 00 0*0 CALEB TROY CU 5R, PLS N REG. NO.: L-5306 2" IPF 0.5' AG 07 v N5826'52"W 254.79' (TIE) W rn N F FAISON JOYNER, JR ICI N. 2524- 31 •-M E01-5 DB 830, PC 663 SYMBOL LEGEND O 1 PROPERTY CORNER FOUND • EASEMENT CORNER SET A COMPUTED PROPERTY CORNER LINE LEGEND SURVEYED PROPERTY LINE -- -- PROPERTY LINE NOT SURVEYED DITCH CENTERLINE - - NEW EASEMENT LINE _.......... ... ................ .............._.. EXISTING EASEMENT LINE STORM LINE X X FENCE LINE (AS NOTED) TOP OF CREEK BANK t x t wr r r E S...... .ae ...... .w----- .ML....._"e------ . ..... CONSERVATION EASEMENT CONSERVATION EASEMENT AREA SUMMARY PROPERTY: RALPH GLENN BRITT PIN: 2524-41-2271 EASEMENT AREA 1: 850.203.63 SF / 19.518 AC EASEMENT AREA 2: 175,758 SF 14.035 AC A a� N . O N LINE TABLE NE BEAR I G D 5 ANCE L1 S81-02 12 W 303.92 L2 N15.2816 W 69.63 L3 N74.42 49 W 434.96 L5 N35'07 35 E 104.85 L6 S53.50 38 E 95.25 L7 S30'22 56 W 44.23 L8 S60'53 22 E 514.50 L9 S47'06 05 E 218.48 L10 S60'4316 E 601.94 L11 S61'37 09 E 300.52 L12 S66'32 28 E 248.00 L13 S6844 57 E 595.97 L14 N35-21 47 9 E 193.08 015 S72'47 54 E 248.68 L16 S45'00 ODE 200.00 L17 S47'28 59 W 135.01 L18 IS2618 24 W 106.10 L19 IS12-45 27 E 105.58 L20 N53.07 27 W 88.15 L21 S66'26 20 W 168.26 L22 N20'16 29 W 173.25 L23 N37'59 07 W 212.27 L24 N57'00 45 E 213.15 L25 N80-58 09 E 241.38 L26 S38'2810 E 280.52 L27 S35'12 43 W 305.70 ' CONTROL POINT 1 AG BETS B. BRITT (SEE SURVEY � , 2-,5 4-5' -.282.6 � CONTROL / GRID 00 3085, PC 424 TIE NOTES) PC M, S'..IOE (LOT .._.- `� w w `� 30' INGRESS, EGRESS, REGRESS, w w w w w AND UTILITY EASEMENT (DB 3085 PG 427) w N41'02'07RW w w w S61'22'02"E w450.66' w w w w ` 1475.70' w N /F w \ RALPH GLENN BRITT w PIN: 2524-41-2271 +w , DB 3085, PG 427 PC M, SLIDE 18-G w y R (LOT 2) y w w SET"(TYP) 'a w w w y w y y CONTROL POINT 2 (SEE SURVEY w v �• w w w w y CONTROL / GRID TIE NOTES) w w w w y w w w o w w w �• w �• w� .�. N54'11'1O"W 21 D.62' 410 w CONSERVATION 2" IPF EASEMENT AREA 1 y y y 0.4 AG 850,203.63 SF w w 19.518 AC w w *►• u W w �. w .�. y .►. r0. N o �w H LLJ W F- W ay p w w w w w w w N35 z :v w w w w w W .k,! Presented for Registration 5/8" IRF 0.2' AG . Z --[ -� Z Date 1- Q. Q Time Judy Harrison Register of Deeds Wayne County, NC By Deputy/Asei W GRAPHIC SCALE 100 0 50 100 200 ( IN FEET) 1 inch = 100ft. 4W 10,9 w w *�. w ,� 7 �w w w �. w w y /F CHARLES R. McCU ANY PIN: 2524--50-1303 06 3072, PC 46 \w w 21 �> .� 2 � Z � �S a,oa� x LL. Z 7 O a .� m 0 W E 0 • V co m �i�I by 'LL fYl C} o M CC0 40Lmm r- z � 8 b0 e o J cit € �r..� ir r` Z Lu F- V Qz z U J W z 0.() 0- > m�-Q>-z W W z ZLuU �W ❑e--�0z Q It W Z LL 0 fr W W-Im0- z C/) � W F- z z' �❑ ��2wz z ocn�-d3: > J � fw = 0 CL Ir� OQ'v-Jm Q OE cr- C) p oc 0 LL REVISIONS DESIGNED BY: NIA DRAWN BY: KS CHECKED BY: TC SCALE: 1 "-100' DATE:11l13l2419 PROJECT NUMBER: 19080143-010507 SHEET 30F4 Book: P Page. 7- J Seq: I Page I of I N/I" J. FAISON JOYNER. JR PIN, 1305-660-4€ 06 BB 830, PG 663 Presented for Registration Date i 1- 9 Time 4 • Judy Harrison Register of Deeds Wayne County, NC By _eputylAseiet•w ����4••�f� SSIpN•;"p �i 9 ��•�� SEAL�`•� • • N /F STRICKLAND SWINE LLC PIN: 2 a24-13--•9490 DB 2835, PG 85 t482'121 SURVEY REFERENCES DB 3085 PG 427 DB 3085 PG 424 DB 3072 PG 46 DB 830 PG 663 DB 2835 PG 85 PC M SLIDE 18-G PC N SLIDE 77-H N /r IIC:HAEL STUART ODOM PN: 252.4.._..45 _ 2 72 ABBREVIATIONS AC ACRES AG ABOVE GROUND AXF AXLE FOUND BG BELOW GROUND CMF CONCRETE MONUMENT FOUND DB DEED BOOK EC EASEMENT CORNER EL EASEMENT LINE ESMT EASEMENT FL FLUSH WITH GROUND INV INVERT IPF IRON PIPE FOUND IRF IRON REIBAR FOUND N/F NOW OR FORMERLY PC PLAT CABINET PG PAGE PL PROPERTY LINE RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY SF SQUARE FEET TOB TOP OF BANK TYP TYPICAL W/ WITH W ,�, �, •►, y, .y �, 18" RCP TOP: 176.37' 18" RCP+ INV OUT: 174.87'± INV IN: 175,99' w w * •v .� •� w .v ` Ct� CONSERVATION EASEMENT AREA 2 .y w 175,758 SF y' `►' '� 4.035 AC AXF /vry 2' AC N Al GRAPHIC SCALE 100 200 ( IN FEET) 1 inch = 100ft. SYMBOL LEGEND 0 PROPERTY CORNER FOUND • EASEMENT CORNER SET Q COMPUTED PROPERTY CORNER LINE LEGEND SURVEYED PROPERTY LINE PROPERTY LINE NOT SURVEYED — DITCH CENTERLINE — NEW EASEMENT LINE EXISTING EASEMENT LINE — STORM LINE X X FENCE LINE (AS NOTED) TOP OF CREEK BANK r......_ ......._w......._T...._.r_._..;_._._-- r( ...... ,....... .,....... ,,._._...------- . ..... .,........ f CONSERVATION EASEMENT LINE TABLE LINE BEARING DISTANCE L1 S81'0212 W 303.92 L2 N152816 W 69.63 L3 N74'42 49 W 434.96 L5 N35-07 35 E 104.85 L6 S53'50 38 E 95.25 L7 S30'22 56 W 44.23 L8 S60'53 22 E 514.50 E9- S47'0605 E 218.48 L10 S60'4316 E 601.94 L11 S61'37 09 E 300.52 L12 S66'32 28 E 248.00 L13 S68'44 57 E 595.97 L14 N35'21 47 E 193.08 L15 S7247 54 E 248.68 L7 6 S45'0000 E 200.00 L17 S47'28 59 W 136.01 L18 S26'18 24 W 106.10 119 S12'45 27 E 105.58 L20 N53'07 27 W 88.15 L21 S66'2620 W 168.26 L22 N20'1 fi 29 W 173.25 07 W 212.27N57'00 45 E 213.15N80'58 LL23N37'S9 09 E 24138S38'2810 E 280.5S35'12 43 W 305.70 C �t z U J W z �z 2� > z� ���::) WW3jz ww0 2W 000w �Z Wz�IL >. WW �'W—MCL z =LL�-z= 0co � 0 LL Wz �-- z o co <� T W=0 To OQ��� W J 2 -�-� LL_ LL rt �O z z Q O oC �'" °C (.) o0 LL REVISIONS DESIGNED BY: NIA DRAWN BY: KS CHECKED BY: TC SCALE: 1 "=100' DATE: 1 1 /13/2019 PROJECT NUMBER: 19080143-010507 SHEET 4 OF .4 Book. P Page: 8- A Seq: 'I