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HomeMy WebLinkAboutSUB201800067 Plat - Submittal (First) 2018-03-19NOTES: 1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON AND SAID PROPERTY MAY BE SUBJECT TO INFORMATION DISCLOSED ON A TITLE REPORT BY A LICENSED ATTORNEY. 2. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE OFFICE OF THE ALBEMARLE COUNTY CIRCUIT COURT CLERK, UNLESS OTHERWISE NOTED. 3. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY PERFORMED BY THIS OFFICE AS PER THE DATE OF THIS PLAT USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY, THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, SUBJECT TO NOTE 1. 4. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE "A" FOR A 100 YEAR FLOOD AS SHOWN ON FEMA MAP NO 5100060407D, EFFECTIVE DATE 2/4/2005 . THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. 5. THESE PARCELS ARE ZONED PRD -PLANNED RESIDENTIAL DEVELOPMENT. PROFFERS AT ZMA 2013-016. 6. THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE, VIRGINIA. 7. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 8. THESE PARCELS DO NOT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. 9. THESE PARCELS LIE WITHIN THE MOORE'S CREEK WATER SUPPLY WATERSHED. 10. THE NEW LOTS AS SHOWN WILL BE SERVICED BY PUBLIC WATER AND SEWER. 11. ALL ACSA UTILITY EASEMENTS ARE TO BE CENTERED ON AS -BUILT LOCATIONS AND ARE HEREBY DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 12. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT PROPERTY. 13, OPEN SPACE AREAS ARE RESERVED WITH PRIORITY FOR WATER, SANITARY, STORM SEWER AND ACCESS WHERE APPLICABLE, BUT NOT TO THE EXCLUSION OF OTHER USES. THE DEVELOPER RESERVES THE RIGHT TO CREATE, REVISE OR VACATE EASEMENTS WITHIN THE OPEN SPACES. 14, ALL NEW PROPERTY CORNERS ARE TO BE MONUMENTED WITH IRON PINS UNLESS OTHERWISE NOTED. 15. THE DEVELOPER RESERVES THE RIGHT TO CREATE, REVISE, RELOCATE OR VACATE ANY EASEMENT AS NECESSARY, SO LONG AS THE PROPER AUTHORITY AGREES, REGARDLESS OF THE SALE OF ANY LOT. 16. THE MINIMUM BUILDING SETBACKS ARE: FRONT: 6' MINIMUM (WITH VARIATION SUBMITTED TO COUNTY) 18' MINIMUM FROM FRONT OF GARAGE TO BACK OF SIDEWALK SIDE: 5' MINIMUM REAR: 10' MINIMUM INTERIOR, 20' MINIMUM WHERE LOTS ARE ADJACENT TO THE PROJECT BOUNDARY CLUBHOUSE/PAVILION: 8' MINIMUM FRONT, 5' MINIMUM SIDE, 10' MINIMUM REAR AREA SUMMARY ORIGINAL AREA TMP 91-16A 4.432 AC ORIGINAL AREA TMP 91-16C 2.162 AC ORIGINAL AREA TMP 91-16E 4.917 AC TOTAL COMBINED AREA 11.511 AC TOTAL LOT AREA 5.973 AC TOTAL OPEN SPACE AREA 3.170 AC TOTAL RIGHT OF WAY AREA 2.368 AC SURVEYOR'S STATEMENT 4 +� I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, ALL w REQUIREMENTS OF THE BOARD OF SUPERVISORS AND ORDINANCES OF ALBEMARLE r COUNTY, VA REGARDING THE PLATTING OF SUBDIVISIONS WITHIN THE COUNTY Lu HAVE BEEN COMPLIED WITH. STATEMENT OF TITLE TMP 91-16A 04 THE LAND SHOWN WAS OBTAINED BY AVINITY ESTATES, LLC BY DEED DATED DECEMBER 30, 2014 AND RECORDED AT D.B. 4571 PC. 88, AND TO THE BEST OF 0 b Z MY KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS. u ``► Q " CC CC14 .19 O STATEMENT OF TITLE TMP 91-16C c 4 ll q THE LAND SHOWN WAS OBTAINED BY AVINITY ESTATES, LLC BY DEED DATED MARCH 2, 2016 AND RECORDED AT D.B. 4730 PG. 296, AND TO THE BEST OF MY KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF �C Q LL a SUBDIVISIONS. O (o J Z j I:) i 0 �� Zp STATEMENT OF TITLE TMP 91- 16E THE LAND SHOWN WAS OBTAINED BY AVINITY ESTATES, LLC BY DEED DATED rn Z DECEMBER 30, 2014 AND RECORDED AT D.B. 4571 PG. 88, AND TO THE BEST OF a coo)_j MY KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF 0 2 4 SUBDIVISIONS. ,h, Z U CC CC n W (n o. w COUNTY APPROVAL Z -__--------------------------------- ll! AGENT FOR THE BOARD OF SUPERVISORS DATE` STATEMENT OF CONSENT TO DIVISION (TMP' s 91-16A, 91-16C & 91-16E) THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, BEING RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY AS SHOWN ABOVE, ALSO KNOWN AS TAX MAP 91 PARCELS 16A, 16C & 16E, ACCORDING TO COUNTY RECORDS, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. AVINITY ESTATES, LLC (AGENT/REPRESENTATIVE) STATE OF VIRGINIA COUNTY OF ALBEMARLE TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY--_ _-------------------------------------- ON BEHALF OF AVINITY ESTATES, LLC THIS --- DAY OF -------- 20--. m MY COMMISSION EXPIRES: SHEET INDEX V1 COVER SHEET V2 EXISTING BOUNDARY CONDITIONS & BOUNDARY VACATION V3 SUBDIVISION OVERALL V4 SUBDIVISION OF LOTS (1) V5 SUBDIVISION OF LOTS (2) V6 SUBDIVISION OF LOTS (3) V7 SUBDIVISION OF LOTS (4) V8 SUBDIVISION OF LOTS (5) V9 EASEMENTS (1) V10 EASEMENTS (2) V11 EASEMENTS (3) V12 ACSA EASEMENTS V13 LINE AND CURVE TABLES �°1 STH (�F'�+'�,� o RE VIEW � KRISTOPHER C. WINTERS a' No. 2492 AV COPY �a su pm m Lu c� w v C) z I 6i J C) U) SHEET NO: v 1 1 OF 13 DATE: MARCH 19, 2018 cf] En c � �:D F----� Lii Lli 0 w u) 6i J C) U) SHEET NO: v 1 1 OF 13 DATE: MARCH 19, 2018 o TMP 90-:.-3! N/F JAMES R D.B. 2108 PC '90, �'°' 66 ti�� cc TMP 90-35B N/F SOUTHSIDE CHURCH OF GOD D.B. 839 PG. 32 TMP 90-35F N/F MELVIN W WOOD D.B. 809 PG. 494 o�`'V AVINITY LOOP VARIABLE WIDT PRIVATE R/W D.B. 4894 PG. 'e C MON OPEN SPACE,4 / `� C?Q 3�R��F y ' 0 1St Aea 100(so, .......... TMP 91-16B N/F ALFRED L & JOYCE W BERRY D.B. 402 PG. 389 100, 0, 100' 200' 300' I%AJIW% m m M -M m SCALE: 1"=100' o\ I L�,E �p20) pp�TS RI ts�A�P101 TMP 91-15 N/F JASPER L OR MALLIE P. HAYNES D.B. 859 PC. 143 .. . ........ I E— cl) Lij LLJ 61 1 1 1 1 Luc)� j) NLTH 0�70 RE VIE W CD KRISTOPHER, C. WINTERS No. 2492 AV COPY 010�. s u \l -�o R 0 SHEET NO: V 3 HE= DATE: MARCH 19, 2018 C/) E, LLJ -) LIJ Lli 0 Lu a. I- NLTH 0�70 RE VIE W CD KRISTOPHER, C. WINTERS No. 2492 AV COPY 010�. s u \l -�o R 0 SHEET NO: V 3 HE= DATE: MARCH 19, 2018 em �� Ns�y LOT 88� ^�� LOT 52 's F �`` "' 2� ss 0.084 AC. 694 2�y 0.036 AC. I h sy Lu LOT 87 LOT 51 0.047 AC. C' 07 AC. ` 0. 3 o z m f ti oo Ap �Sr y3, LOT 86 ^h S �' �-'� q 0) cc � tiN�ti 2S !y 0.046 AC, ,� � ti`s' LOT 50 99s� , o o� a w 9480 LOT 85 s9 ti 8 ti CO o U o �,' N29'54'57"w ss 0.073 AC. ^, ,� 2 '� 8 oo NSry . 0.035 AC. 8.05'�' �; 325; s2• *4y o \ Q U� S9 ti ti L=9.29' 98 0,. x 49, ��,t`ss LOT 49 NSry,3 LOT 84 0` fir� 8S sy�s 0.083 AC. 4 q @j , ?S 0.035 AC. o 6r 2 -5.00' Gg CNV ' L=5.81' 42.F 88 LOT 83 48 ,>� f �'� 98 ,� 8r o `•� 04 , g , o TMP 91-16+ � 0.052 AC. ti '� 0 8 �,• r3S96' S . �, f��, 32 T "� N/F SCOTTSVILLE ROAD HOLDINGS LLC h g w Sy l ti pp. D.B. 3257 PG. 702 h-�I { y LU -O .� ho ., Gip N88'47Z c 808' _`� LOT 48 ^� ,�� 4 � 0 8.08' 43" E N2847'17"E 0.095 AC. �ih 3�00.uj Z m N58'47'17"E 2.09 LOT 47 �w 3)S2ppp2 6r, £ 8.04 �, � 0.071 AC.-' p F r>> = tiuj c LOT 46 S2 T 0 1191, 4.2�s8, 0.065 AC. , LOT 4532 w 0.074 AC. pp' E- Y 30 �,'�• '99' t �r4 a fig. 38Sp. c, AC. L=7.11' t Cr4 r r?82, �`�LOT 44ui / f oo ~rs6'i 201'37'54"W Sr723 r� 0.075 AC.�� v LOT 31 LOT 43 0.070 AC. t Cr N6o'13'57"E 3s8o8' rs48' r �ti 0.066 AC. ' '� 8.12 2,g s�3 , ;\� f LOT 32� 24. �r Cr2 N58'47'22"E s6r y� 2(T� 4 LOT 42 /$�. o p-' 0.068 AC. o z, ' 8.08 \3� 0.078 AC. 985' SS7 7238'� S01I2'38"E X88 , ti� S14'01'23"W W fLOT 33 32 p F 8.08 t,s 8.84 3 0.075 AC. `� p' 84 , S61'1238"E 2. , L=24.81 op(� 10.30' CIS pp `\ L=4.58 Gh n� o 0 32 2p23 NS 32 LOT 34 �� 00, ' ry2�3 0.074 AC. � ror4 crr /0� G� T 2Asp s?so, LOT 35 RIGHT-OF-WAY 0.065 AC. t \rS. , cro �'�j' ,C2.368 AC. °� , 502'03 42 E rr � 3� ;� `LOT 36 a� 8.13' t�r�� t �r c So' 0.065 AC. q,`b 883- 9�,/Tl�,,,, N79'48'37"E N57'56'18"E <•r9, rye% 8.84' � f LOT 37 ry 8,01' 80' 1. 32 pp, 0.074 AC N N wg t�2�S,'S LOT 38 L„ �1 /��6ti 0.074 Ar 4.43 j ,2s 84' N 0 LOT 39 �o -1.57 N w p 0.066 AC. Y rn YLOT 40 (s So' ti 0.067 AC. �I COMMON OPEN SPACE 3 pc o LOT 41 �h 0.799 AC. > 0.081 AC. meg. 3p, a° ►= TMP 91-16B \ 3?Spy PROJECT NO: 7124 N/F ALFRED L & JOYCE W BERRY �+ 0j k,1 D.B. 402 PG. 389 SS�p> OF r 00 r�� SHEET N0: REVIEW Sgo,' A SEE SHEET V2 FOR EXTERIOR BOUNDARY CALL' KRISTOPHER C. WINTERS �: V4 I m m m-m-m-\r\J SEE SHEET V13 FOR CURVE TABLE DATA 'r No. 2492 SCALE: 1"=30' -0 IRON PIN SET IF NO MONUMENT EXISTS PER SHEET V2 AN copy o ' OF13 \ (SEE NOTE #14) ,�� DATE: MARCH 19, 2018 0.073 AC. v8s' �ti ��`� o°LOT 69 s2F� �`'� -h 0.03E 0.0S36 AC.ON "w N �i LOT 70 SSY23 �. , °° 5, 2� LOT 97 LOT 9 00 00 {� 0 2F � ti � p�' �,ti ,oti ti 0.036 AC. > moo° 0.046 AC. .. W 0.084 AC. ti sss �o�• ti oo• Z a' TMP 90-35B NSSY,, �n�o` LOT 71 Y?v2 o° r{r55 c Z a N/F SOUTHSIDE CHURCH OF GOD'0.046 AC. D.B.tih 0.036 AC. F °o ��; Y?3 LOT 96 I E .B. 839 PG. 32 CO o LOT 10 9`���• ,� LOT 72 sSY2�324`. o� °o Nss?,o,°� „�'�~` Q Z C:4 ,��� 0.085 AC. ��' N85'37'00"W 0.044 AC. F o ti`s Y? `�' �••� Z "� " 10C ., S �� ° 2 LOT 95 g' flfc Lu 6 5 SSYrA6. r��� 8.11 ti SY232 �� �' `� oo NS °`a X09 0.036 AC. a� v r LOT 73 F ti SY 9' ® °� z ti 2 ,o`� ® s4 = o° LOT 1 f rot S26'36'31 "E o 0.044 AC. '�p,��,°c'ti `�?1y LOT 94 �` � .� p w ��ul � TMP 90-35F C0�[IfON OPEN SPACE 1 0.076 AC. 05• �'�� 8.11' roti SSSY �� o NS ` �p9 0.036 AC. ti c,"' Q 01 N/F MELVIN W WOOD 0.075 AC. NSSY,. �% '� LOT 74 252 %�`''`, 100* SY2� , LOT 93 `� ? D.B. 809 PG. 494 h 0.036 AC. �� , .��'`' 1 �k 0.036 AC. , W z o c� 5.003?' Ss Sjs o° LOT 2 ro�`S�• ti� SssY2• o, o o� '�sS ��9'�'j z 2 SF 0.078 AC. �' ti '�� do �, LOT 75 5?F �o ,�h Y?3 LOT 92 , 0 top. >> IPF Nss v v o 0.036 AC. o `� 2 r rr 0 2.�j Y7, ti ° �, k 0.046 AC. , %W z 4 w �� s55 0�ti �p o° n 4'. ® -i z w �' 1p , v LOT 76 Y252� od SSS �4a N25°11'58"W �O d �� o NS LOT 13 l rr c' �� 0.035 AC. F ,p �� C� ��, Y2�2 ,� 0 �p s g 1 B.oB'� �l1 CL w z LOT 20 ^� ?�s • SYS, 0.095 AC. 9 • by ' y o S o'• ti 0.054 AC.Cb k 4 AC. ;✓ ° LOT 19 `�� ��, � SSS S SYr 23 , o° s x'99• o t, /,� ° 2p?),S F roSLOT 77 ?F � rye; Y2� , LOT 90 �° S85®1158 E�°• 0.036 AC / '` �8, a ^� 0.046 AC. 6 .30 ,meg ?k 0.036 AC. 8. 8 14.32' 0.19' LOT 18 I a`� �0 22• ,SSS ti,f �� s6p• 9,0� �r ,�o L=8.67' l\ ? �. 12, l 6.40 a L=5.96 ?5• S o c 0.038 AC .� L, 28b �� s Y2' �• '� W .a / ti LOT 78 F o 3 LOT 89 ° N61'12'43"W �`' LOT 17 ti`s' l �`� 2 ��' 6 `�. 0,• 2k °. �, 9 9 ti 0.036 AC. ` _ ,� o r6' S88'47'17"W � 0.044 AC. �S• ~` M~ 16.42 ?app. 0.048 AC. �`�' 5.03' o S6/y 8.08 0 526; ti q S r�� LOT m o LOT 16 �- r� a- C F �, Y?� LOT 88 �, '� zry N6jY?�Sp• T 79 0.048 AC. ,� 0035 AC. 6R��, ry `,?\�y 0.036 AC. °�, � SssYrs 0.084E - LOT 15 •a ati ,� $� S ?~`� ,3 �� �, o0 6yY , . •wir, rti F r 0.037 AC = to %� �; 526~` ~' 0 0 1y669So LOT 14 ,,s �� `� LOT 80 F 6 ww�NSBYp• LOT 87 °�, o�,n, ry ui 0.047 AC. o0 T 51 0.035 AC. 9�^� ti ,,o p��k 0.047 AC. �`© 0� 3 AC. 2S G2 ,jam 2p , .oi ' n; '� ' +� / _,��°"p•�ry LOT 81 S C. ,�;� 6995' SSS71, 1,2376' /Y?• �?' 6/�3' o° o `<' N6 LOT 86 a, �5• 0.035 AC. ?6� �; o .a /Y5, ,,, -, F p `� �� �p� C25 C°l F v �� �� ?6;� 0.046 AC. h. ,99 CD LOT 21 I ? 09• '�° s6� , �` 69� `�, ;ry LOT 50 ss. a m I (� �' �Pp y5 o LOT 85 ��' r N29'S4'S7"W S 0.073 AC. z 0.051 ACIQ .^ LOT 22 ^�` LOT 23 00 3?.pp, `�' ?� oo '�6r�5. 0.035 AC. ` B.oS' SSY�' w 0.037 2 /� 0.057 AC. oo / J LOT 82 69 -Cv 26�� , y O 'F 5.00'/ f o 58 0. �� AC. 699, ryry C YY o�1\ U-9.29 `3'SS� cv 2 f`LOT 24 °° 8 ��' g N6 LOT 84 ^�"y rr,8 , Ss LOT 4 ^� 0.083 AC. o ,� ��526• 0.035 AC. o© �� S6� sY,� 083 AC. f nm tic �° N61y�, 5.00' . ,., 60 _ �r�' J / �� Qal ! =Si Rl' 4,) V. vo't AU. , p o0 0 moo' .Ct / a COMMON OPEN SPACE 4 S20p• i o� 0.021 AC. 00 LOT 27 Sso°�5.0o',^ 0.084 ACS f� LL 0.0 6/ ASb, 5.00' 5�• pp s � SZpp. TMP 91-16B N/F ALFRED L & JOYCE W BERRY D.B. 402 PG. 389 ab ss2 i�yJ 30' 0' 30' 60' 90' SEE SHEET V2 FOR EXTERIOR BOUNDARY CALLS SEE SHEET V13 FOR CURVE TABLE DATA SCALE: 1"=30' 0 IRON PIN SET IF NO MONUMENT EXISTS PER SHEET V2 (SEE NOTE #14) Es C\2 C) � I CD E��� o in U �- 0 � w U) 0.068 AC. 9 S�+��� PROJECT NO: 7124 LOT 33 866"LT H a 5 r ;, SHEET NO: 52 pp, ti 0.075 AC. Cw 00, c) REVIE WY V5 LOT 34 �� KRISTOPHER C. WINTERS 1 Opp � 0.074 AC. No. 2492 COPY �- 5 OF 13 LOT 35 0.065 AC_ DATE: MARCH 201 T ,� ♦oN TMP 90-35H N/F JAMES R MOSS D.B. 2108 PG. 54 COJIMON OPEN SPACE 1 0.075 AC. r A rp 4 4' /1')- 4o', LOT 12 0.078 AC. 97 fc. ALO: 4�y 14, `jy 0.04 6.40'7 L=5.96' Ss 588*47'1 7"W 8.08' . b �0 v z' V 4,� Vc'V, L 1-Y S251 1'58"y 8.08' 30' 0) 30 60 go, I%MPWW%■- i m■m■m m SCALE: I"=30' N251 1'58"W 8.08' 1eOvry S851 1'58"E 8.08'-) 44' N '91 190 01, 191 61 TMP 91-16+ N/F SCOTTSVILLE ROAD HOLDINGS LLC D.B. 3257 PC. 702 SEE SHEET V2 FOR EXTERIOR BOUNDARY CALLS SEE SHEET V13 FOR CURVE TABLE DATA --e--IRON PIN SET IF NO MONUMENT EXISTS PER SHEET V2 (SEE NOTE #14) C) 61 1 1 1 1(�Jj) E— (D 1� C) E- CD <z) ca < 0 CD F --- 1 F4 ui 0 � i LLJ uj C) 61 1 1 1 1(�Jj) (D 1� E- CD <z) < 0 CD F --- 1 F4 0 C) 61 1 1 1 1(�Jj) SHEET NO: vApwjk� Ar IR 10 1.1 b Vi CD <z) 0 CD F --- 1 F4 0 � i uj uj ui cf) 0 ry ui cf) U) PROJECT NO: 7124 SHEET NO: vApwjk� Ar IR 10 1.1 b Vi I Oj'POO 70n AV RE VIE W 50' 0' 50' loop 150' KRISTOPHER C. WINTERS No. 2492 COPY SCALE: 1"=50' SURV F4 3: E— LU c/) \e' C-) uj C/D SHEET NO: V• c/) C/D 0 ry SHEET NO: V• Easement Line Table Easement Line Table Easement Line Table Easement Line Table Easement Line Table Easement Line Table Easement Line Table Line Direction Length Line Direction Length Line Direction Length Line Direction Length Line Direction Length Line Direction Length Line Direction Length EU S 00'44'43" E 21.87 EL21 S 28'4717" W 5.00' EL41 S 08'13'46" E 38.43' EL61 N 64'0734" W 72.13' EL81 N 51'56'33" W 34.23' EL101 N 35'2758" E 31.05' EL121 N 7744'48" E 14,68' EL2 S 6418'40" E i 9.64 EL22 N 6112'43" W f 104.99 EL42 S 52'02'01" E 1 70.12 EL62 N 6112'43" W r 65.99. EL82 f r S 38'03 27 W f 20.00 EL102 / a N 32'0151 E f 71,26 EL122 r a N 55'06 36 E 22.09 EL3 S 7919'44m E r 35.16 EL23 1 a N 28'4717 E / 75.37 EL43 r r S 61'4411 E / ] 60.09 EL63 f » N 28"47 24 E 1 75.61 EL83 S 51'56'33" E r 35.63 EL103 i » N 32'37 45 E i 65.66 EL123 f w N 37'50 46 E / 3].67 EL4 N 25'03'13* E / 53.70 EL24 N 81'06'00* E i 2.06 EL44 S 38'50'08* E ) 19.47 EL64 N 6112'36w W 1 5.00 EL84 / a S 34'49 37 W f 136.86 EL104 r a N 40'50 09 W 1 23.28 EL124 i N 57'3225" E ' 57.8# EL5 r a S 62'55 29 E f 56.35 EL25 1 a N 27'36 44 E f 30.96 EL45 S 6117'16" E r 31.37 EL65 / w S 28'47 24 W f 75.61 EL85 N 4710'28" W r 28.85 EL105 N 5511'46' W / 58.10 EL125 N 7829'36' E 1 34.27 EL6 f w S 19'4515 W 1 36.51 EL26 S 6116'57* E / 117.81 EL46 f r S 28'42 44 W 1 5.00 EL66 N 6114'02" W f 48.45 EL86 1 w S 42'49 32 W I 20.00 ELI 06 N 308"14' E i 41.00 EL126 N 66'03'46* E f 9.24 EP S 69'10'25" E 12.10' EL27 N 36'41'05" E 31.52' EL47 N 61'tT]6" W 32.36' EL67 S 284717" W 5.00' EL87 S 4710'28" E 31.67 ELI 07 S 55'11'46" E 10.56' EL127 N 55"11'33" W 64.91' EL8 S 32'08'54o" W 1 114.06 EL28 N 5318'55* W 1 6.61 EL48 1 a N 38'50 08 W 1 19.42 EL68 S 6114'00" E r 49.74 EL88 S 3447'24* W f 76.90 EL108 1 w N 34"481 # E f 18.00 EL12$ S 42'04'10* W / 48.1 # EL9 S 45'27'22" W 45.32' El 99 N 69'48'26" E 9.60' EL49 S 61'44`11" E 159.51' EL69 S 61'12'43" E 69.83' EL89 S 77'42°04" W 40.56' EL109 N 55'11'46" W 3.5#' EL129 N 75'25'21" W 25.32' EL10 N 6112'4,3" W / 100.02 EL30 N 2847'17* E r 73.54 EL50 1 a S 52'02 01 E r 72.55 EL70 / a S 64'07 34 E f 2.04 72.04'- EL90 S 40'51'01" W r 39.25 EL110 ! » N 33'49 25 E f 15.26 EL130 f r S 34`37 37 W f 123.55 EL11 / r N 28'4717 E f 5.00 EL31 N 6110'32" W r 74.84 EL51 S 0813'46" E 1 18.83 EL71 ) r S 59'00 30 E 1 114.00 EL91 S 5511'46* E f 6].23 EL111 N 5610'35* W 1 12.53 EL131 S 5522'23* E f 5.00 EL12 S 61'12'43" E 96.30' EL32 N 59'15'35" W 58.59' EL52 N 69'08'23' E 29.56' EL72 N 28'47'17" E 82.31' EL92 S 40'50'09" E 18.92' EL112 S 65'02'34" W 45.73' EU 32 N 3437'37" E 120.05' EL13 N 4527'22" E / 40.93 EL33 f r N 30`44 25 E r 5.00 EL53 1 w S 62'50 55 E 1 107.12 EL73 / a S 57'4516 E / 1.91 EL93 S 32-37-45- W r 61.96 EL113 S 53-45-40' W / 77.66 EL133 � r S 75'25 21 E f 24.65 EL14 S 32'08'54" W 111.55' EL34 S 59'15'35" E 58.51' EL54 S 36'20'11" E 20.41' EL74 N 33'59'16" E 45.32' EL94 S 32'01'51" W 71.13' EL114 S 65'51'47" E 22.60' EL134 S 47'55'50" E 15.18' EL15 S 78'23'59' E 132.96' EL35 S 61'10'32' E 69.75' EL55 S 59'29'59" E 23.80' EL75 S 79'31'40" E 32.09' EL95 S 35'27'58" W 31.00' EL115 S 69'37'27' W 39.73' EL135 N 42°04'10" E 33.66' EL16 N 27"36'44" E 32.48' EL36 N 2847']7" E 77.35' EL56 S 60'31'57' E 163.72' EL76 S 60'06'05" E 27.87' EL96 S 33'20'48" W 53.67' EL116 5 60'07'33" E 26.0]' EL136 S 55'11'33" E 91.15` EL17 S 6223'16" E 10,57' EL37 N 53'18'55" W 1.98' EL57 S 31'02'08" E 55.56' EL77 N 29`53'55" E 20.00' EL97 S 35'52'25" W 87.37' EL117 S 65'08'25" E 37.75` EL] 37 S 15'25'48" W 23.17` EL18 N 8]'06'00" E 7.64` EL38 N 36'41'05" E 48.92' EL58 S 57'45`16" E 119.70' EL78 S 60'06'05" E 19.68' EL98 S 54'10'24" E 5.00' EL118 S 69'00'42" E 40.70' EL138 S 84'26'13" W 21.66' EL19 N 2847'17" E 77.91' EL39 S 6]76'57' E 143.51' EL59 N 28'47'17" E 77.57' EL79 S 29'21'20" W 85.56' EL99 N 35'52'25" E 87.47' EL119 S 7533'23' E 124.03' EL139 N 55'41'06" W 30.17' EL20 S 61'12'43" E 109.99' EL40 S 78`23'59" E 141.92' EL60 N 59'00'30" W 109.02' EL80 S 33'22'39" W 120.11 E-11 -00 N 33'20'48" E 53.68 EL120 N 87'28'37" E ]4.93' ELI 40 S 34'18'54" W 20.00' w W 04 z �fxz Cr W O Cn 00 �!1 ® azca C C180 LL _+ tl ` - ' D a® 0 o z�Uc� �� LL Z 04 it -LU �co O Q U a E Y m w Ixf0 w z c� E-� m i� W Q z U E.. O 0 12 �UW � i z O w �♦4 PROJECT NO: 7124 �NL,T fl O' Ilr4 Ar SHEET N0: �i R�V.IEW KRISTO HER C. WINTERS � V 1 No. 2492 COPY 13 OF 13 "► DATE: MARCH 19, 2018 Easement Line Table Easement Lime Table Easement Line Table Easement Line Table Line Direction Length Line Direction Length Line Direction Length Line Direction Length EL141 S 55'41'06" E 23.69' EL161 S 59'53'29" W 5.00' EL181 N 35'32'40" E 71.69' EL201 S 31'02'08" E 56.07' EL142 S 35'36'08" W 68.21' EL162 S 30'06'31" E 22.50' EL182 N 34'03'29" E 55.10' EL202 S 60'31'57" E 170.15' EL143 N 80'16'43" W 39.30' EL163 S 35°06'34" W 128.36' EL183 N 84'26'13" E 23.87 EL203 N 7742'04" E 27.68' EL144 S 09'43'17" W 10.08' EL164 N 55'11'46" W 89.78' EL184 S 55'12'08" E 20.32' EL204 S 11'26'43" E 28.09' r 9 I M 1 1 r ) 1 EL145 N 75'45 42 E 4.91 EL165 S 75'5819 W 7.44 EL185 S 39'05 03 E 28.02 EL205 S 5512'08* E 103.42 EL146 S 55"11'46" E 91.18' EL166 S 11'00'30" E 8.03' EL186 S 34'49`53" W 92.22' EL206 S 15'25'48" W 26.91' EL147 N 35'10'10" E 88.93' EL167 N 7859'30" E 58.58' EL187 S 55'10'07" E 5.00' EL207 S 50'18'00" W 66.14' EL148 N 54'49'50" W 5.00' EL168 S 55'12'32" E 63.47' EL188 N 3449'53" E 100.00' EL208 S 54'56'06" W 52.09' EL149 N 35'10'10" E 83.96' EL169 S 34'44'35" W 86.68' EL189 S 55'12'08" E 46.55' EL209 N 33'3942" W 44.55' EL150 S 55'11'46" E 88.50' EL170 S 28'50'45" W 70.77' EL190 S 11'26'43" E 25.94' EL210 N 56'10'35" W 103.06' EL151 N 7545'42" E 4.97 EL171 S 61'10'56" E 10.00' EL191 S 34'4724" W 84.86' EL211 N 3349'25" E 15.26' EL152 S 09'43'17" W 4.45' EL172 N 28'50'45" E 70.25' EL192 S 34'49'37" W 158.32' EL212 S 55'11 `46" E 3.46' EL153 S 80'16'43" E 29.93' EL173 N 34'44'35" E 96.16' EL193 S 33'22'39" W 129.20' EL213 N 34'48'14" E 11.78' EL154 S 34'48'09" W 100.83' EL174 N 55°12'32" W 73A2' EL194 N 5870'01" W 4.29' EL214 S 55'1]'46" E 2.30' EL155 S 78'59'30" W 51.09' EL175 N 3448'09" E 113.00' EL195 S 31'49'59" W 5.00' EL215 S 68'46'45" E 20.15' EL156 S 11'00'30" E 6.96' EL176 S 5512'32* E 65.53' EL196 S 58'10'01" E 4.33' EL216 N 34'48'08" E 11.40' EL157 N 75'58'19" E 5.44' ELi77 N 35'01'55" E 94.46' EL197 S 29'21'20" W 86.48' EL217 N 49'08'59" W 3.26' EL158 S 55'11'46" E 92.48' EL178 N 54'58b5" W 5A0' EL198 S 79'31'40" E 39.76' EL218 N 40'51'01" E 66.41 Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing G26 72.86' 1018.50' 4'05'55" 36.44' 72.84' S 30"50'14" W C27 27.59' 1025.50' 1`32'28" 13.79' 27.58' S 3353'14" W C28 12.41' 18.50' 3826'05" 6.45' 12.18' N 09'34'15' E C29 103.98' 981.50' 6'04'12" 52.04' 103.93' N 31'49'23" E C30 107.05' 1018.50' 6`01'19" 53.57 107.00' S 31'4723" W C3] 71.92' 981.50' 4'11'53" 35.97' 71.90' N 32'42'06' E C10 29.88' 2015.50' 0'50'58" 14.94' 29.88' 5 61"59'02" E G11 8.09' 2008.50' 0'13'51" 4.04' 8A9' S 61'19'34" E C12 11.66° 818.50' 0'48'57" 5.83' 11.66' S 60'48'14" E C13 29.99' 825.50' 2'04'54" 15.00' 29.99' S 59'04'05" E C14 22J2' 818.50' 1'35'26" 11.36' 22.72' S 56'56'41" E C15 78.60' 981.48' 4'35'18" 39.32' 78.58' S 58'26'37" E C16 61.06' 1971.50' 1'46'28" 30.53' 61.06' N 62'05'52" W C17 69.05' 781.50' 5'03'45" 34.55' 69.03' N 58'40'50" W C18 10.20' 1018.48' 0'34'26" 5.10' 10.20' N 56'26'11" W C19 27.61' 18.50' 85'30'41 17.10' 25.12' N 13'58'03" W C20 12.38' 18,5p' 38'20'13" 6.43' 12.15' S 475724" W C2] 26.90' 974.50' 1'34'54" 13.45' 26.9p' N 29"34'44" E C22 9.7p' 23.50' 23'39'15" 4.92' 9.63' N 68'53'20" E C23 79.70' 33.50' 136"18'30" 83.56' 62.19' S 54"47'03" E C24 37A8' 33.50' 63'24'51" 20,70' 35.21" N 61'12'43" W G25 12.41' 18.50' 38'26'05" 6.45' 12.18' N 80'25'45" W ' EL159 N 35'06'34" E 136.53' EL179 S 35'01'55" W 99.48' EL199 N 33'59'16" E 39A3' EL160 N 30'06'31" W 25.70' EL180 S 55'12'32" E 70.51' EL200 S 57'45'16" E 102.47' Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing G26 72.86' 1018.50' 4'05'55" 36.44' 72.84' S 30"50'14" W C27 27.59' 1025.50' 1`32'28" 13.79' 27.58' S 3353'14" W C28 12.41' 18.50' 3826'05" 6.45' 12.18' N 09'34'15' E C29 103.98' 981.50' 6'04'12" 52.04' 103.93' N 31'49'23" E C30 107.05' 1018.50' 6`01'19" 53.57 107.00' S 31'4723" W C3] 71.92' 981.50' 4'11'53" 35.97' 71.90' N 32'42'06' E Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing G4 27.73' 18.50' 85'53'21" 17.22' 25.21' N 74'04'11' E C5 29.39' 51.50' 32'41'35" 15.11' 28.99' N 47'05'55" E G6 138.51' 58.50' 135'39'26" 143.56' 108.35' N 43'04'59" W C7 79.46' 51.50' 88'24'02" 50.08' 71.81' N 74'35'19" E C8 39.80' 991.50' 2'18'00" 19.90' 39.80' S 62'21'43" E C9 38.63' 2008.50' 1'p6'07" 19.31' 38.63' S 62'57'39" E C10 29.88' 2015.50' 0'50'58" 14.94' 29.88' 5 61"59'02" E G11 8.09' 2008.50' 0'13'51" 4.04' 8A9' S 61'19'34" E C12 11.66° 818.50' 0'48'57" 5.83' 11.66' S 60'48'14" E C13 29.99' 825.50' 2'04'54" 15.00' 29.99' S 59'04'05" E C14 22J2' 818.50' 1'35'26" 11.36' 22.72' S 56'56'41" E C15 78.60' 981.48' 4'35'18" 39.32' 78.58' S 58'26'37" E C16 61.06' 1971.50' 1'46'28" 30.53' 61.06' N 62'05'52" W C17 69.05' 781.50' 5'03'45" 34.55' 69.03' N 58'40'50" W C18 10.20' 1018.48' 0'34'26" 5.10' 10.20' N 56'26'11" W C19 27.61' 18.50' 85'30'41 17.10' 25.12' N 13'58'03" W C20 12.38' 18,5p' 38'20'13" 6.43' 12.15' S 475724" W C2] 26.90' 974.50' 1'34'54" 13.45' 26.9p' N 29"34'44" E C22 9.7p' 23.50' 23'39'15" 4.92' 9.63' N 68'53'20" E C23 79.70' 33.50' 136"18'30" 83.56' 62.19' S 54"47'03" E C24 37A8' 33.50' 63'24'51" 20,70' 35.21" N 61'12'43" W G25 12.41' 18.50' 38'26'05" 6.45' 12.18' N 80'25'45" W Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing C32 12.41' 18.50' 38'26'05" 6.45' 12.18' S 15'35'00" W C33 2.39' 1.50' 91'09'17" 1.53' 2.14' N 80'22'41" E C34 25.81 ° 1021.00' 1'26'55" 12.91' 25.81' S 5455'13" E C35 29.20' ]8.50' 90'26'43" 18.64' 26.26' S 10'25'19" E C36 12.41' 18.50' 38`26'05" 6.45' ] 2.18' N 54'01'05" E