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HomeMy WebLinkAboutSUB201800142 Plat - Revision 2018-10-05VICINITY MAP (1" = 2000't) COURTESY BING MAPS NOTES: 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. NOTE, SPECIAL EXCEPTIONS (VARIATIONS) APPROVED BY ALBEMARLE COUNTY BOARD OF SUPERVISORS ON 3/7/2018. 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: f 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 NOTE, SPECIAL EXCEPTIONS (VARIATIONS) APPROVED BY ALBEMARLE COUNTY BOARD OF SUPERVISORS ON 3/7/2018. 17. THE SWM FOREST AND OPEN SPACE EASEMENT IS SUBJECT TO THE GUIDANCE SET FORTH BY DEQ IN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM. THE AREAS WILL REMAIN UNDISTURBED IN A NATURAL, VEGETATED STATE, EXCEPT FOR ACTIVITIES AS APPROVED BY THE LOCAL PROGRAM AUTHORITY, SUCH AS FOREST MANAGEMENT, CONTROL OF INVASIVE SPECIES, REPLANTING AND REVEGETATING, PASSIVE RECREATION (E.G., TRAILS), AND LIMITED BUSH HOGGING TO MAINTAIN DESIRE VEGETATIVE COMMUNITY (BUT NO MORE THAN FOUR TIMES A YEAR). 18. SWM MAINTENANCE & ACCESS EASEMENTS ARE HEREBY DEDICATED TO PUBLIC USE. 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 TOTAL OPEN SPACE AREA (EXCLUSIVE OF OPEN SPACE 2) OPEN SPACE 2 TOTAL RIGHT OF WAY AREA i 5.813 AC 3.280 AC (28.5%) 0.058 AC 2.359 AC SURVEYOR'S STATEMENT Q a I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, ALL REQUIREMENTS OF THE BOARD OF SUPERVISORS AND ORDINANCES OF ALBEMARLE COUNTY, VA REGARDING THE PLATTING OF SUBDIVISIONS WITHIN THE COUNTY W HAVE BEEN COMPLIED WITH. coo STATEMENT OF TITLE TMP 91-16A 4 z THE LAND SHOWN WAS OBTAINED BY AVINITY ESTATES, LLC BY DEED DATED DECEMBER 30, 2014 AND RECORDED AT D.B. 4571 PG. 88, AND TO THE BEST OF MY KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF Q aD SUBDIVISIONS. U Q ® aW 5 STATEMENT OF TITLE TMP 91-16C tl1 0 0 THE LAND SHOWN WAS OBTAINED BY AVINITY ESTATES, LLC BY DEED DATED O y � 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 V Q SUBDIVISIONS. O� (j) J ? D Qv X STATEMENT OF TITLE TMP 91-16E w 0 T THE LAND SHOWN WAS OBTAINED BY AVINITY ESTATES, LLC BY DEED DATED W y j DECEMBER 30, 2014 AND RECORDED AT D.B. 4571 PG. 88, AND TO THE BEST OF y Q 0 J MY KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS. ., � ? 0 01 O COC U a- aW 9 4y 0 COUNTY APPROVAL AGENT FOR THE BOARD OF SUPERVISORS DATE W STATEMENT OF CONSENT TO DIVISION (TMP' s 91-16A, 91-16C do 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— NO. 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 SWM AND OPEN SPACE EASEMENTS V14 LANDSCAPE EASEMENTS V15 LINE AND CURVE TABLES TH OP Poo �r'- o REVIEW U KRISTOPHER C. WINTERS No. 2492 COPY W ':0 °o �i o Y Q ti ocl m �- Y . z wLLJ U U co " Z W U Z 0 F- U O a p _Z. Y O/) `—' U p m P4 Z xs Q .0 U p � J w a o w U Q j z. w ft(Zz; w c cf� W O zoo w � O � 0n PZ-+ �:D cf) i Z H Q J O_j w a� � w PROJECT NO: 7124 SHEET N0: 1 OF 16 DATE: MARCH 19, 2018 i i i , \ \ \ REQUIRED ACCESS EASEMENT GRANTING ACCESS WITHIN AND THROUGH AVINITY I TO AVON STREET \ WILL BE SUBMITTED SEPARATELY. \ AVINITY LO \ , VARIABLE WI \ \ \ PRIVATE R \ D.B. 4894 PG. TMP 90-35H \ , N/F JAMES R MOSS \ ` \D.B. 2108 PG. 54 \ 4e Fpy o 0 \ Ao 66 N, 2 F TMP 90-35B N/F SOUTHSIDE CHURCH OF GOD \ D.B. 839 PG. 32 \ ohs BOUNDARY LINE IPF HERE Y VACATED / / /TMP 91AA „�, N/F AN PROPER�T ES LLC / D.B. 4i,94 PG. 22 4<v/ DTH 228 IPF IPF BOUNDARY LINE HERE Y VACATED J,��, IPF TMP 91-16C IPF 2.162 AC. N343735E S54'16'15"E 46.97' 19.45' TMP 91-16E 4.917 AC. TOTAL COMBINED AREA 11.511 AC TMP 90-35F N N/F MELVIN W WOOD .. D.B. 809 PG. 494 IPF TMP 91-16A Ss2°o02\ 4.432 AC. F (so- TMP 91-16B \ \ \ N/F ALFRED L & JOYCE W BERRY ` D.B. 402 PG. 389 \ . hhh TMP 91-15 N/F JASPER L OR MALLIE P. HAYNES D.B. 859 PG. 143 9 r? TMP 91-16D IPF N/F SCOTTSVILLE ROAD HOLDINGS LLC D.B. 3257 PG. 702 ` Ss� , , TMP 91-16+ N/F SCOTTSVILLE ROAD HOLDINGS LLC D.B. 3257 PG. 702 \U' RpAD IPF SVIR 0 5`S�ATEUBLIC RI P VDOT MON-- 4 � VDOT MON , VDOT MON/—O�' 100' 0' 100' 200' 300' ' SCALE: 1 "=100' V W 0 wN N o i ROAD ACCESS AND MAINTENANCE AGREEMENT EASEMENT D.B. 795 PG. 437 Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing C1 142.87' 858.53' 9'32'06" 71.60' 142.71' S 5644'49" W C2 70.88' 1677.01' 225'17" 35.44' 70.87' S 50'4327" W C3 40.00' 112.50' 20'22'15' 20.21' 39.79' S 4419'58" E S70'09'36"W 26.47' p;LT Et diprti o REVIEW U KRISTOPHER C. WINTERS No. 2492 COPY ��- ��`�O S URv� W � 0o N C) � O Q o w Z W U oE- o cf) �- O W cf) Z xs �Q o F- U O w �w none U) W w � zo �, CD� 0 i-1 E-+ q a � H U Ow w 1-- U Y m 0 w Y U w T U I m z 0 0 0 u LLi J U z O E-+ Z H �O OE-i U� z OZ M O H E-i H W PROJECT NO: 7124 SHEET NO: V2 2OF15 DATE: MARCH 19, 2018 \ \ \ REQUIRED ACCESS EASEMENT GRANTING ACCESS WITHIN AND \ THROUGH AVINITY I TO AVON STREET WILL BE SUBMITTED SEPARATELY. \ AVINITY L001 \ , VARIABLE WID \ \ \ PRIVATE R/� D.B. 4894 PG. \ TMP 90 N/F JAMES \D.B. 2108 90. \ \ AjjFN0�S� . � \ 6' Ac 66 Nc`F �\ 2 TMP 90-35F N/F MELVIN W WOOD D.B. 809 PG. 494 TMP 90-35B N/F SOUTHSIDE CHURCH OF GOD D.B. 839 PG. 32 �O c� �M \s>>,o�(so. yo R ......................... . . . ........................... . . . . ........... ............... . .. .................... \ss2._���........__ \ TMP 91-16B N/F ALFRED L & JOYCE W BERRY \ D.B. 402 PG. 389 ........... 100' 0' 100' 200' 300' \ SCALE: 1 "=100' \y11.1,E �E° 9M ,�ozT goU W (S,�ATP BLIP gI g0 TMP 91-15 N/F JASPER L OR MALLIE P. HAYNES D.B. 859 PG. 143 w N� N C"� CO co �r O REVIEW H U KRISTOPHER C. WINTERS a No. 2492 COPY 0�181mc W z o �, ocr) 0 V)�W E-1 a co H i- U OJ PROJECT NO: SHEET NO: V3 3OF15 2 8 0 cc O z a� i W m Y U W 2 U m z 0 w J Q U U) W O 7124 DATE: MARCH 19, 2018 UIY ��' �' V� V �° LOT 52 So• COMMON OPEN '6F �� NSSyZD LOT 88 �^�°c ss 0.077 AC. 0.846 A 0.036 AC. ~ {, �'� NS LOT 87 V°^° AN- � ro ti LOT 51 ��,��,. 8r0p1,� 0.047 AC. 0.067 AC. o° 99S, v rS2, LOT 86 LOT 5U Nti=ry ?6 0.046 AC. h °�' �,'� 0 0.067 AC. ^�°c 9 0 LOT 85 69�9' %' y v N29'54'57"WS YS oo Nsjy , 0.035 AC. �' \ 8.05' rS2� ry cN SZ6; �' o° 69 N ' Y �i L=9.29' 90,,�9, A9' LOT 49 LOT 84 �,��" �� ��' �r8s SSy�sZ�0.076 AC. �N 326y�Y 0.035 AC. o° oh � Z, F C 6 -5.00' `� 69 �r� c 1 'q, ^� L=5.81' 4Z'9 NSF 8g00 LOT 83 f � o� 8' 0.052 AC. �� a 8.50' Goo Ns8'47 S01'12'43 E $ 08 LOT 48 �^� �� " 8.08' N28'47'17"E 0.095 AC. oh' � 3200' oo. 2.09' N58'47'17"E ,� LOT 47 /•� `ll s �ppZ 8j•�� F 8.04 ry 0.071 AC,,- 0 LOT 46 w6'' 0.065 AC. c,r %LOT 45 0.074 AC. co 0 oh � � moo• `�BSp, 30 ��A j =ry LOT 44 / AC. ,^ / oo L=7.11\�561 S01'37'54"W srr2� ' r� 0.075 AC. LOT 31 oa• 8.12 N60'13'57"E 898' �s¢8, ti LOT 43 0.070 AC. {� 1.�8 p�S �8.12' 0" Z98 ,�0.066 AC^ ow N58'47'22"E S6j Z(T .a LOT 42 LOT 32 ,� 4 Z 8.08' 3� J ti / 0.068 AC. 6 S' _ 0.078 AC. , 986' S61yZ, S01'12'38"E� `88 ,-�_11.04' ' i LOT 33 SZ0 8.08' ��S L=22.79' 11.04 •� 0.075 AC. �`� 0' 8g0 , S61'12'38"E 0, 10.30, L=2.85'--*-" V CO% N6 s2 LOT 34 moo. o , ' 0.074 AC. :�/ �o.� o>> r *0 °k �1Q ��7' RICH cal*?Asp s�sp, � LOT 35 ' � � ,s' 2. 0.065 AC. S02'03'42 "E &T 36 Aso' 0.065 AC. 8 9 N57'5618" E `� <�19 LOT 37 \ �ti 8.01' 0.074 ACf;� ?Z2 C8 S6� � ,� oo• .s�, s� F 3, p LOT 38 Z 0.074 AC�� 4.43' LOT 39 0� 4.90' ?�27' \ so' 0.066 AC. o -* LOT 40 AFBB ,� YO.067 AC. o�• zF oB 3�R�yF (s Sp, 4y� LOT 41 po 0.080 AC. h moo. \ 5200' `vim \ TMP 91-16B \ S�SO' N/F ALFRED L & JOYCE W BERRY D.B. 402 PG. 389 \ 30' 0' 30' 60' 90' \ SCALE: 1 "=30' \BZ�F SPACE 3 C. C6 57"E 7-OF-WAY 359 AC. TMP 91-16+ N/F SCOTTSVILLE ROAD HOLDINGS LLC D.B. 3257 PG. 702 S11'02'00"E 11.04' COMMON OPEN SPACE 3 S07'58'35"E 0.846 AC. 10.77' SEE SHEET V2 FOR EXTERIOR BOUNDARY CALLS SEE SHEET V14 FOR CURVE TABLE DATA -e--IRON PIN SET IF NO MONUMENT EXISTS PER SHEET V2 (SEE NOTE #14) `../ w a w � N ICi1 2 N Z 2 a ob z CO r/1 Rj q cn 6Q �z°�.° w O Zv vY C� z © J � a O �o w Ua aW WQy 0 W v- r Z w W W 00 °° T t N O Y T � Q ~ C m Z Y W U LLj " Z W U �o z I- o 0 _N Y a U D m w Z �Q 0 U p J W Q a W "oM U) u w r U) w O J W o E-i o CD � O cf) W E-+ o R.,�~ H M�Q > U O� w �- a� � U) e, PROJECT NO: 7124 .� 4`t L f it Op 00 SHEET NO: G� o REVIEW U KRISTOPHER C. WINTERS V4 No. 2492 le, COPY ��- 4 OF 15 0�,0*ASUF-,.,t1, DATE: MARCH 19, 2018 o LU7' 8 y0 0.067 AC. ,68, o° �1 LOT 69 s?F` �`' � �"-,0.03E h �`�% o ^• \a w ,��• Nssy , tip' tiff 0.036 AC. >> `� NS o0 N , LOT 70 ssy?�?�. sy2�?� LOT 97 w 90, °° ti o° 0.036 AC. 0.046 AC. „ W LOT 9 88, '`�.o`��' ss >>o . ti� �99• ri1 Z 0.076 AC. ,,�� LOT 71 ,� \ w TMP 90-35B 0.036 AC. �F o° tiff y?s LOT 96 \ N/F SOUTHSIDE CHURCH OF GOD o� ti ss >> tiff ?� 0046 AC. o Q. m z GQ D.B. 839 PG. 32 g� 'S?, o NS � 9 0 �� LOT 10 •?,�. /,�� " LOT 72 ,�?F ti sy?, • 9' rye' w�, 0 0.077 AC. N85 37 00 W 0.044 AC. oo ti s?4 LOT 95 q o . s 1 � \ ^ry Nss ^�`b Q 8.11' ��' sss �� �� o N �q9 0.036 AC. o �� p p ' LOT 73 ?F ;�- ti ssy . '9 0 4 z = S " 0.044 AC. >>o , h�^ �`�� � ?�y LOT 94 .o�°ry � Z 00 S26 36 31 E o r ^� ti o� COMMON OPEN SPACE 1 0o LOT 1 f 92>s, ^'� 8.11' ��° sss o ,1, �09 0.036 AC. oo �^� Q 60, o g g TMP 90 35F 0.172 AC. „�; 0.069 AC. �'°' ?�?� h� ��o SSy?' 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'�26a ! ti alb rya, ;'-�--0.046 LOT 89 Z `��Fr?���?'� g ��` 69 `� ti�=� 2s AC. h ���,"' LOT 5 �s8, o a 0 z } Y LOT 21// 0• S6, q8. 69 �,� ,�� r 0.067 AC. m 0.051 AC`,�� LOT 23 39(� ��� �� yJ�6F o0 0o N6 LOT 85 119, %' v v N29'54'57"Wsssy�, 0 , o0 2.0 , rys, 0.035 AC. �' \ 8.05 s?3 w CO = Q LOT 22 ^� 0.057 AC. oo. o ��� LOT 82. 69¢8, tiff ?6ak oo Q o / o 0.037 AC / / 0.044 AC. �\ 69 A9, ti '� ory L=9.29' LOT 49 9059, 5.00' ,�^ ! f LOT 24 0o s80o� S¢8' �`' N ^v ��r� •sss 0.076 AC. ° w �. ti srys, LOT 84 b h �� 8's yes?� � ZD N. 0.083 AC. oo �, 26 0.035 C. o o sry2, F w o° N6ry?, cv Q� N L=5.81' A? AsF sob , o° 9 ^ SLOT 25 0o. COMMON OPEN SPACE 2 Asy� LOT ,� o 0.071 AC. S 0.058 AC. rss 0.052 AC. �,�� 0 3 T� z N LOT 26 38°0, 6ry?�s�� 96(T� 6S¢8, ry �ry It 200, r8s s 0.084 AC. , o F 8.50' 6S �S `� o0 0 BSSS, N88'47'17"E ti f-IPF T °0• �T� s0172'43"E ��� 8.08' = LOT 48 �^� ^�� 2 , 8.08 N28 4717"E 0.095 AC. o,``'' � S 00 C/) \ COMMON OPEN SPACE 4 �0 4 o' O 0.021 AC. ° /� .� °� o° 'sss• S6 2.09 ^ ° S6, W � \ 4� o° LOT 27 00' ry�� N58'47'17"E LOT 47 /1 sss �' �' 298r. ¢SF 8.04 .a 0.071 AC. ° �' o � o � ° 5.00' 0.084 AC .� r�9r, J ry z A� oo rj ��`b �'� LOT 46 �°` z � LOT 28 00. 9r ��?rs , 4r 0.065 AC. C) o p 0.071 AC. 8 cy8 ��??8 co W \ Al- ,^ f LOT 29 00 ��`�2ocrS s' /SLOT 45 E , �' Zo \ Asp 5.00 ^ A �, ,� 0.074 AC. m �, H ,3800, ti� 0.079 AC. oo' l\ cr�32o,3• _� %� �DN. s? .^ LOT 30 o c�A �r 'r� �ry Ll 0.080 AC. ,A / o L=7.11' ���S6r S01'37'54"W 6ry282' r 0.0 v F�e�FoRi ,�j ti� LOT 31 r� 8.12 N60'13'57"E s�ss8rsg8, 0 J w U1 0.070 AC. 1.' r8 crs 8.12.r�s�• cj� c= an TMP 91-168 '°� 0 R ,� �,`� cr? N58'4722"E S6ry..?�Tl N/F ALFRED L & JOYCE W BERRY \ SS? �i� LOT 32 ,. �°I D.B. 402 PG. 389 \ 3�50, 0.068 AC. r S' (96, 6ry , LIH 0 PROJECT N0: 7124 / 9 s �00000rrr VIIf LOT 33 ,32� `�8F � �� OF tll 0SHEET NO: V5 s? 0.075 AC. c > COMMON OPEN SPACE 3 '0�� 30 KRISTOPHERRE VIC. WINTERS 0 30 60 90 SEE SHEET V2 FOR EXTERIOR BOUNDARY CALLS 0.846 AC. ,3 LOT 34 o U SEE SHEET V14 FOR CURVE TABLE DATA \ N6ry2 °00.074 AC. No.2492 SCALE: 1"=30'-e-IRON PIN SET IF NO MONUMENT EXISTS PER SHEET V2 �`�ly �•,r cb Z� � COPY �� 5 OF 15 (SEE NOTE #14) S2AS s�S , a LOT 35 4' / sm"4 � 0 0 Cb „ - A^ 'rr�a...,o DATE: MARCH 19, 2018 14.50' SSAy,, �6F\` S34'37'35"W \ \ % -'S '60' 6b, 4.23' TMP 90-35H N/F JAMES R MOSS o LOT I „�,h�' 0.082 AC. D.B. 2108 PG. 54 9 °os• \ po LOT 2 , 0.066 AC. ti ssy'�s \ °o LOT3 89 po 6A. \ ,ys 0. 066 AC. �e QF°yF9,9, >>6 ° LOT 4 898� ti A o s ^ham 4, 0. 066 AC. 6�2 c�F C1141. -i 0 %al LOT 5 0.075 AC. 41 � COMMON OPEN SPACE 1 *�v LOT 6 8�26, 0.172 AC. �h`�, o° ^� 0.075 AC. °� " 0, �.°c' , N85'11 58 W ti ti . ` � n. � 8.D8 i nm nn �/ S2511'58n 8.08' 4� cy, 00 \ 0.077 AC. v - LN85'37'00"W �'� '� 8.11' S26'36'31 "E 8.11' tissy , v LOT 74 ` J��` ^��, CV tiff 0.036 AC. �ro�, ��,� ��h ,�1 LOT 1 9s� , ,ti � sssy2, ti O Nss 0.071 C. s ;r ono '� \ oryo O�' LOT 75 S2F moo ,�h y2�2� LO 0.036 AC. p° � 0.04 LOT 76 y�s2\ o� o�h ass •9 , 13 9�A %' '� �� 0.035 AC. LOT 9 i 9• -0j, tiff 0.046 AC. AC.ssy2s po NSS LOT 77 2F ., rye; y2� ; LOT 90 �� s , o/ 0.046 AC. 69 .30 ~ ,moo 2�y 0.036 AC. l 6.40' ry ;�� / �� L=5.96' S6o2s- 1p. L=8.67' Zti LOT 78 28F o° �sy2�24 LOT 89 109� . " 0. 044 AC. 69 AS. \� 0. 036 AC. o 6, S88'4717 W �� , S6 �7, 1 ^� X v ti 5.03 8.08 �o� ry� LOT 79 r326F �� �, NSSy2� 4 LOT 88 0.035 AC. 69�j, ti �� 0.036 AC. t� f c v o^ c LOT 80 26F _ .� cQv ps NSBy. _ LOT 87 s ssy�s8;� F e/ sssy�s8� F� 5.00' 1S 41.93' N19'48'10"E 05� N2511'58"W 8.09'�•• 4V CIO S8511'58"E `tio 8.08' -1w�� COMMON OPEN SPACE 5 2.241 AC. s ssy's�\ F8 /G S55'02'59"E 6.73' ti 4.66' w NN o CQ CO i 5 ti^� �19 o 9����� LOT 61 J 0.084 AC. J s ssy�s?� F LOT 60 9�s�. AD// sssyr0.066 AC. S2F LOT 59 ^ti sssy 0.066 AC. LOT 56 0.077 AC. �o LOT 55` 9 r 9• 0.067 AC. N25'11'58"W off' LOT 5` \ 9 8.08' 0.067 AC. Aso' •�'°�, o� SSy,S2 S8511 '58"E ��,� 9 8.08�� ,� LOT 53 'SO, 0.077 AC. s2� LOT 58 sssyy,0 066 AC. s2F 9pS, LOT 57 0.076 AC. B�So T yloos TMP 91-16+ N/F SCOTTSVILLE ROAD HOLDINGS LLC D.B. 3257 PG. 702 ao ,� LOT 52 'so' ^ COMMON OPEN SPACE 3 �� SSSy,S 0.077 AC. SEE SHEET � 8 OR EXTERIOR BOUNDARY 2F NARY CALLS SEE SHEET V14 FOR CURVE TABLE DATA pp - 0 IRON PIN SET IF NO MONUMENT EXISTS PER SHEET V2 LOT 51 9 'S�� (SEE NOTE #14) NO-p;LTH 6F err rZ o REVIEW U KRISTOPHER C. WINTERS a No. 2492 �� COPY �0�- ,0 s uv-'W V a W 4 try Z Z( �a z ® Q rn o� 8 cn Z �? 5 Q 0Q J � � W 2� O� H� n y� o 142 0o cccc Ua c ato o W Q 2 W Z W Fri W CC) ° v ^ o x H f` (D m ~ Llj z U L L� U WLu O p z x U z w cr) Z 06 Q �Q o f- o 0 o 0 > W r fy_ -H 0 w Z r N U W O 00 E-i E-i zO E-+ O� o cd E r2l o Q U OJ w �- a �- � � PROJECT NO: 7124 SHEET NO: V6 6OF15 DATE: MARCH 19, 2018 a (TIE SCALE: 1"=30'—e—IRON PIN SET IF NO MONUMENT EXISTS PER SHEET V2 p, (SEE NOTE #14) 'O t- a W Q J Z TMP 91-15 PER L OR MALLIE P. HAYNES D.B. 859 PG. 143 Z Q a on cn o Z � i , CC N D V 7 0� rz OLL Z i 0 , O 14 Z CC 0!Q h� OC v W w Z -�p09�„w vIJ,LE RD20) 0 w = w S SC TA E ROTC RIB cn �, 4 W n. Sao pU$L 0 0 Z °D W a o Y z o wui U U CO Z 0 U O O a 00 Z Y � '-' U 00 m W U) z 0 Q 0 F 0 w °- p w w M > w u �- u..i co �1 �/� V) Ln W O U) C:) CD Q E- Q PP���II w J MHM ~ ~ W O� i- cn w (n 44*0 0#04 PROJECT NO: 7124 p,LTH OF 00oo SHEET N0: G� o REVIEW U KRISTOPHER C. WINTERS Y V8 No. 2492 ��/� OJ�COPY �0� 8 OF 15 SUIZV A , � DATE: MARCH 19, 2018 �A1��I EASEMENT S EL217 EL109 C-,v EL107 \ ��>Z'�.fifY.�i i r , f� j, ;..,r 'V / /1 J•. ,ao" v ` :, .,. 1, r y of 0, YO,N" 0.PE.N' 0 EI-146) \ o`�' • �. F(IS Ell � ���� C? 1A 1, 9, �\E El 1.91 L15 153 ��"<' 1.74'(TIE) EL152, EL STORM DRAINAGE le(y, STORM DRAINAGE EASEMENT EASEMENT ;' `o`� ::�Fj>j6 \ ,; 1 2, 9 ELl 57 EL156 6 6 67 STORM DRAINAGE 0/1 65 ELl EASEMENT 6> EL166 8.03'(TIE) STORM DRAINAGE✓ STORM DRAINAGE EASEMENT T EASEMEN EL1-' C6 -6' 0? 9 lb 'yq STORM 'DRAINAGE e) 0 EASEMENT '0 V> 0" 4 EL194 0 0 u 40 z cr U cn 8 En cc - N :CEO s' oQ -% 0 LL in -4 :3 1, coc 13 09 0 0 L z LL O n Z 'W Y ccrg 0 Q. Lu (0 20 L LU T— O uj co co M CD C) ca (0 0 uj z w EL196 z 0 ui 0 A� C) 0 z E- V AC) l" AD 0 C) sf7., i' \;\0 <)3 z 6 D 0 0 9 195 Ld Q a- LU 1.51'(TIE) (1) L0 EL74- > = It VA OPP, (5,- Zg' -1p,"ICE 11 LU COM,,110A EL73 361 < P" STORM DRAINAGE > EASEMENT STORM DRAIN, STO AGE \ % (60 j �'' % ��' I �' '' /\ % / l� II EASEMENT ;F\I` <v jI ;' , `: i' -b 30 (D u JI �ti \ Fq TV rAl 'EL33 4�11 E L28 A,5 EL29 z cr) ct) C C:) E.. U) EL24""/, EL I SWM MAINTENANCE E- r:� 5 2, ACCESS EASEMENT Fes, 1 Cb E ELJ ELl 8 v EL221 m , LLJ Lli CV - CV 0 LU + � ",, \F L0 PROJECT NO: 7124 EL76 ,'�jTH o00 p 0 \ �, '' ����II. ELl 5� Ox, ELl 45 Ar SHEET NO: /0 CO.it-fillOW 0111.,,'N RE VIE W 15PA67--.' 3 0 KRISTOPHER C. WINTERS� V9 50' 0 50' 100, 150' No. 2492 COPY 9 OF 15 SCALE: 1j)=50; DATE: MARCH 19,2018 N t-zl E4 CO CO / / / / \ � �21 EL120 i EL126 ' l COilftf0:A' 01'1sE.1�' SPA CE, <� SWM MAINTENAN( ;Q133'\ ' . ,�,``� \ FC, ACCESS EASEMEP EL213 \ EL183 EL214 STORM DRAINAGE %<' FZ�� ,�'f��P �?°F(2j EASEMENT �5;ELl EL217 0 �. EL107 \ SPIACE, �� EL146 03 EL4�C)� ; 14��� �v`' rah,, E�Bg 9� •,`�O ,,._. ; • \.<� \ 6>El 1.91 /00 1.74'(TIE) �1 L EL152 EL153 Q F ?,r F o, , F� y8 , STORM DRAINAGE �✓ '� / STORM DRAINAGE �,x T F 0 �` EASEMENT EASEMENTAl �� r?j, 1U '3c9��� Irj (51 1s EL157 F EL156 , fps �' ' �'�� ' 96' EL165 A ;' STORM DRAINAGE ``'' ^' , Cb EASEMENT p� r EL166 -,q 8.03'(TIE) 'STORM DRAINAGE is, i �1 ;x �'f STORM DRAINAGE EASEMENT ..\.• EASEMENTS �' r , V> ;' i -STORM DRAINAGE F�20 �; i'� EASEMENT%, ?. �'o' j 1(1f, ,'i' Via' ✓ j 50' 0' 50' 100' SCALE: 1 "=50' w NN � O Ems`' CO CO O� REVIEW U KRISTOPHER C. WINTERS No. 2492 �0 COPY % 0S URv U4 W CA ul Pzm F... b Z v/ z ® Q GC W S � v� 00 3 ' i W rc v o z � O,C 41 �0 W h+� cc c U a- a(0 o W � W o) Z Z E- N o Y r � Q ~ (LU m z Y wuj v � U w U O o 0 z Y O m w z 0 pq�q 0 U 0 LU a. W Co 07 � u w w O --' r N U U] W� z O 00 �1 W U) W E-1 w a C() I-1 w O- w F- PROJECT NO: 7124 SHEET NO: vio 10 OF 15 DATE: MARCH 19, 2018 / 4 �/• \\ 5� 33 F _ E�6o... \�C S 9 w No W N CQ CO CO �956, � \\ S78'37'52"E 3.21' Easement Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing EC57 37.80' 210.00' 10"8'47" 18.95' 37.75' S 44'08'08" E EC58 65.22' 3052.30' 1"3'27" 32.61' 65.22' S 48'40'27" E EC59 32.73' 62.00' 30*14'35" 16,75' 32.35' S 63" 7'13" E EC60 24.09' 110.00' 12'32'44" 12.09' 24.04' S 72'08'09" E EC61 51,67' 310.00, 9'32'59" 25,89' 51.61' S 70'38'16" E EC62 74.12' 60.00' 70'46'57" 42.63' 69.50' N 69"1'46" E EC63 64.77' 90.10, 41" 1'19" 33.86' 63.39' N 54'23'57" E EC64 43.05' 70.00' 35'14'11" 22.23' 42.37' N 57'22'31" E Easement Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing EC37 29.01' 50,03' 3313'43" 14,93' 28.61' N 58'22'26" E EC38 79.15' 110.10' 41,11,19" 41,37' 77.45' S 54'23'57" W EC39 49.42' 40.00' 70'4657" 28.42' 46.33' N 69'11'46" E EC40 48.33' 290.00' 9'3259" 24.22' 48.28' S 70*38'16" E EC41 28.47' 130.00' 12'32'44" 14.29' 28.41' S 72'08'09" E EC42 22.15' 42.00' 30'13'15" 11.34' 21,90' S 63'17'53" E EC43 65.63' 3072.30' 1'13'26" 32.81' 65.63' S 48'40'28" E EC44 12.80' 25.00' 29'20'20" 6.54' 12.66' S 63'57'41" E EC45 12.85' 25.00' 29'27'34" 6.57' 12.71' S 63'54'04" E EC46 11.73' 25.00' 26'52'58" 5.97' 11.62' S 35'43'48" E EC47 11.78' 25.00' 27'00'12" 6.00' 11.67' S 35'47'25" E EC48 34.20' 190.00' 1018'47" 17.15' 34.15' S 44'08'08" E EC49 3.35' 5.00' 38'25'30" 1.74' 3.29' S 58'11'29" E EC50 3.35' 5.00' 38'25'30" 1.74' 3.29' S 58'11'29" E EC51 3.68' 5.00' 42'13'07" 1.93' 3.60' S 17'52'11" E EC52 3.68' 5.00' 4213'07" 1.93' 3.60' S 17'52'11" E EC53 3.65' 5.00' 41'49'28" 1.91, 3.57' S 59'53'28" E EC54 3.65' 5.00' 41'49'28" 1.91' 3.57' S 59'53'28" E EC55 3.35' 5.00' 38'25'30" 1.74' 3.29' S 19'4559" E EC56 3.35' 5.00' 38'25'30" 1.74' 3.29' S 19'45'59" E / EC49 U N77'24'1 "W� 2.9 ' EC50 N38'58'44"W----- 36.88' NO3'14'23"E 2.09' / / / / / / EC56 S00'33'14"E r 2.95' S38'58'44"E EC5 36.90' EC54 S80'48'12"E 2.18' EC53 S EC52 a U w 40 L/1 � 2m Q Ob Z_ 0Q, ® fc ?L9 M 00 Sc Cal): Q UQ Q .41 0LL O 0 200 � c� T� ,Ujy� i Z V Wv °CW „ ? 0 o �c UIL ay o 111 Q 2 W V- r Z � Z E-+ N o Y h O m ~ cl Z w Y v LU w U 0 O O I- Z Y a U p m Z W cf) 0 Q 0 H U p J w p IL w U) L0 u w Z r- N co cn W00 z w O � C) CO E-' z E, W u.i J E-- ww w J w .24'(TIE) a ~ 07 p,LTFI pF 00Aff o REVIEW v KRISTOPHER C. WINTERS No. 2492 Z COPY ■r� S URv� PROJECT NO: 7124 SHEET NO: 11 OF 15 DATE: MARCH 19, 2018 \ ji \ • S M \ N SA4 S., air 5 \ /' ✓ > \ 2 (ID` tfTV( \\ 0 a Z wo CO Lu `\� 0 LL o f) %' C'1',' �, �\� \ \ Q ? O cc CJ, e�O ,1'tN x410 cc J \ > ` CJ- FTI O S. Ui.1' ` ,< lJ%• ' i ,....-•._ 'may ]'/\ w i j" ' jCJj r' QGj fir: /(Jl ✓� / Q 00 E-, ,� , ^ .y., /tom ;, o NY Lu C) CD / (1 �' t� `I % ;' �` (T%A f\ rr~ y�%; tJ�'>� l\ <fi" �C ✓ " \ O a p z Y 0 z / � / i, q i (6 L� / p, " 41 CD v. , , �:D , r / (FROM QENTER ' tee., w i�- �`,; ; y OF STRUCTURE) 6 w i' �_..._........ O r' , -f-• 2 f j' i�11�y�1° ° PROJECT N0: 7124 SHEET NO: .� , it i' �• ;� .--• ,; � � � 60' o' 60' 120' 180' %` ! �1«era !?�t v j REVIEW KRISTOPHER C. WINTERS ,a V12 SCALE: 1"=60' ! %` No.2492 ,LeI� � COPY � 12 OF 15 `.� j �•'`°t'ti0,0's� DATE: MARCH 19, 2018 \ r- \ _ ..... y , lOiY' Vi,lrN Y 6' PLANTINGS EASEMENT C°i�.1l ��tON C)I'f�;i�r" (TYP) \ \ .,'1.'.t�CSTia 1 /' C �L./ ) /, %' ,'�,.\ „���?/\ ,,,�/\ �A \•\\S j \ •� �•........... o t 71 /15 ,9 / ,'�',( fr,3�, ��' ,� ' ,✓ �� , ' � � • !��> � �: Jr . > , ,' i' `�. �,,/ ,' U� .�� "i �' ICI / /• ,` /„ .,` • \,f; J l``l �,` I' / ,../i' ,,,/\\ . �f> ` ,+• . � % `gyp, .\ ;< j( > LANDSCAPING AND MAINTENANCE EASEMENT 6' PLANTINGS / •.,,, rr.��' j "J J �''' !; ;' %n�,v., ; , /. EASEMENT (TYP) �=110 , 5' LANDSCAPING AND \MAINTENANCE EASEMENT :�-•., /` ��? n� ;',! � � �: ��'. ?�' gay � , t. ' \ � • ` � � �. , , J' , 6 � PLANTINGS A ► \'�, r - M NT � �•� (TYP) 60' 0' 60' 120' 180' -> ;J y CC) ::, '�Iaff"0j, �./ a u No Z 0V 8 V Q O LL Q \X w Z0 Lcp Q 142 �0 acc Ua a0 o co 00 rrZ W �J W E a Lr) Y 0 Q i o m \ v) o \ ~ Y z U \ W LU � U 0 O a O Z Y W U) Z �Q o U p a 0 U u W T o E--{ oocf) - Ea �U^' VCO L Q / J i u.i w J � W D— u() 00 PROJECT NO: 7124 (Uol�j% j't °mSHEETNO: Gl� V1,4 REVIEW RISTOPHER C. WINTERS a No. 2492 �� COPY 0 14 OF 15 r r�Otio" Uu; DATE: MARCH 19, 2018 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 EL1 S 00'44'43" E 21.87' EL21 S 28*47'17* W 10.00' EL41 S 0813'46" E 36.53' EL61 N 64'07'34" W 72.18' EL81 N 51'56'33" W 34.23' EL101 N 35'27'58" E 31.08' EL121 N 7744'48" E 14.68' EL2 S 6418'40" E 9.64' EL22 N 6112'43" W 104.99' EL42 S 52'02'01" E 68.90' EL62 N 6112'43" W 63.43' EL82 S 38'03'27" W 20.00' EL102 N 32'01'51" E 71.32' EL122 N 55'06'36" E 22.09' EL3 S 7919'44' E 35.16' EL23 N 2847'17" E 74.09' EL43 S 61'44'11" E 160.39' EL63 N 28'47'24' E 75.61' EL83 S 51'56'33" E 35.63' EL103 N 32'37'45" E 67.52' EL123 N 37'50'46" E 31.67' EL4 N 25*03'13" E 53.70' EL24 N 81'06'00" E 5.14' EL44 S 38'50'08" E 19.48' EL64 N 6112'36" W 10.00, EL84 S 34'49'37" W 136.86' EL104 N 40'50'09" W 25.46' EL124 N 57'32'25" E 57.84' EL5 1 ■ S 62'10 50 E 1 29.61 EL25 ! r N 27'36 44 E ! 27.85 EL45 1 q S 61`1716 E 1 33.37 EL65 ! r S 28'47 24 W 1 75.61 EL85 1 r N 47'10 28 W r 28.85 EL105 / r N 55'1146 W 1 58.41 EL125 1 r N 78'29 36 E ! 34.27 EL6 / r S 19*4515 W r 36.51 EL26 r r S 61'16 57 E 1 117.81 EL46 1 M S 28'42 44 W 1 10.00 EL66 r M N 61'14 02 W r 48.45 EL86 1 M S 42'49 32 W / 20.00 EL106 1 • N 34'4814 E ! 38.50 EL126 r ■ N 66'03 46 E 1 9.24 EL7 S 6910'25' E 9.55' EL27 N 36'41'05" E 31.52' EL47 N 6117'16" W 35.36' EL67 S 2847'17" W 10.00' EL87 S 4710'28" E 31.67' EL107 S 5511'46' E 10.56' EL127 N 5511'33" W 64.91' EL8 1 r S 32'08 54 W 1 115.11 EL28 1 q N 53't 8 55 W ! 6.61 EL48 ! r N 38'50 08 W ! 20.69 EL68 J q S 61'14 00 E r 52.24 EL88 ! r S 34'47 24 W ! 76.90 EL108 ! r N 34*4814 E 1 18.00 EL128 1 M S 42'0410 W 1 45.32 EL9 S 45*27*22" W 47.13' EL29 N 69'48'26" E 5.79' EL49 S 52'02'01" E 66.51' EL69 S 6112'43" E 69.89' EL89 S 77'42'04" W 40.56' EL109 N 52'50'50" W 1.04' EL129 N 75'25'210 W 28.37' EL10 N 6112'43' W 104.39' EL30 N 2847'17" E 78.91' EL50 S 0813'46" E 19.27' EL70 S 64'07'34' E 71.99' EL90 S 40'51'01" W 36.74' EL110 S 33'49'25" W 28.37' EL130 S 34'37'37" W 127.80' EL11 N 28'47'17" E 10.00' EL31 N 6110'32" W 77.38' EL51 N 69'08'23' E 27.00' EL71 S 59'00'30" E 116.48' EL91 S 5511'46" E 61.18' EL111 N 5610'35* W 10.03' EL131 S 5522'23" E 10.00' EL12 S 6112'43" E 96.94' EL32 N 5915'35" W 61.13' EL52 S 62'50'55' E 107.12' EL72 N 2847'17" E 91.28' EL92 S 40'50'09" E 16.73' EL112 S 65'02'34" W 45.73' EL132 N 34'37'37" E 120.80' EL13 N 45'27'22" E 38.52' EL33 N 30'44'25" E 10.00' EL53 S 36'20'11" E 20.41' EL73 N 33*59'16" E 38.80' EL93 S 32'37'45" W 60.11' EL113 S 53'45'40" W 77.66' EL133 S 75'25'21" E 27.71' EL14 S 32'08'54" W 110.65' EL34 S 5915'35" E 60.97' EL54 S 59'29'59" E 23.80' EL74 S 79'31'40' E 32,09' EL94 S 32'01'51" W 71.07' EL114 S 65'51'47" E 22.60' EL134 S 47'55'50' E 9.76' EL15 S 78'23'59" E 133.99' EL35 S 6110'32" E 67.20' EL55 S 5818'41" W 52.50' EL75 S 60'20'21" E 36.93' EL95 S 3527'58" W 30.97' EL115 S 69'37'27' W 39.73' EL135 N 42'04'10" E 33.66' EL16 N 273644" E 32.48' EL36 N 28'47'17" E 71.23' EL56 S 60'31'57" E 163.72' EL76 S 74*57'15" W 16.62' EL96 S 33'20'48" W 53.66' EL116 S 60'07'33" E 26.01' EL136 S 5511'33* E 91.15' EL17 S 6223'16' E 6.37' EL37 S 62'55'29" E 10.27' EL57 S 31'02'08" E 55.56' EL77 N 29'53'55' E 20.00' EL97 S 35'52'25" W 89.81' EL117 S 65'08'25" E 37.75' EL137 S 15'25'48" W 23.17' EL18 N 81'06'00" E 9.78' EL38 N 36'41'05" E 52.85' EL58 S 57*45'19* E 117.20' EL78 S 60'24'25" E 28.74' EL98 S 54'09'00" E 10.00' EL118 S 69'00'42' E 40.70' EL138 S 84*26'13" W 21.66' EL19 N 2847'17" E 79.18' EL39 S 6116'57' E 143.511 EL59 N 28'47'17" E 74.97' EL79 S 29'21'20" W 85.56' EL99 N 35'52'25" E 90.03, EL119 S 75'33'23" E 124.03' EL139 N 55'41'06" W 30.17' EL20 S 61 `I2'43" E 114.99' EL40 S 7823'59" E 141.92' EL60 N 59'00'30" W 106.5,V EL80 S 33'22'39" W 120.11' EL100 N 33'20'48" E 53.69' EL120 N 87'28'37" E 14.93' ELl40 S 3418'54" W 20.00' Easement Line Table Easement Line 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 10.00' EL181 N 35'34'18" E 69.19' EL201 S 31'02'08" E 56.07' EL142 S 35'36'08' W 68.21' EL162 S 30'06'31' E 23.40' EL182 N 34'03'29" E 55.10' EL202 S 60'31'57" E 170.15' EL143 N 8016'43" W 39.30' EL163 S 35'06'34" W 124.27' EL183 N 84*26'13" E 23.87' EL203 N 7742'04" E 27.68' EL144 S 09'43'17" W 7.34' EL164 N 5511'46" W 88.42' EL184 S 5512'08" E 20.32' EL204 S 1126'43" E 28.09' EL145 N 78'01'03" W 9.87' EL165 S 75'58'19" W 8.58' EL185 S 39'05'03" E 25.42' EL205 S 5512'08' E 103.42' EL146 I M N 75'45 42 E 1 4.88 EL166 I r S 09'38 46 E I 5.54 EL186 I M S 34'49 53 W 95.44 I EL206 ! p S 15'25 48 W 26.911 EL147 S 5511'46" E 91.37' EL167 N 78'59'30" E 58.58' EL187 S 5510'07" E 10.00' EL207 S 5018'00" W 66.14' EL148 N 5449'50" W 8.63' EL168 S 5512'32" E 63.47' EL188 N 34'49'53" E 102.50' EL208 S 54'56'06" W 52.09' EL149 N 3510'10" E 83.98' EL169 S 34'44'35" W 86.68' EL189 S 5512'08' E 44.05' EL209 N 33'39'42' W 44.55' EL150 S 5511'46" E 87.15' EL170 S 28'50'45' W 70.77' EL190 S 11'26'43" E 25.94' EL210 N 5610'35" W 100.56' EL151 N 75'45'42" E 5.00' EL171 S 61 `I0'56" E 10.00' EL191 S 34'47'24" W 84.86' EL211 N 33'49'25" E 28.28' EL152 S 09'43'17" W 1.72' EL172 N 28'50'45" E 70.25' EL192 S 34'49'37" W 158.32' EL212 S 52*38'15' E 0.96' EL153 S 8016'43' 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 3448'09" W 100.83' EL174 N 5512'32" W 73.02' EL194 N 5810'01" W 4.29' EL214 S 5511'46" E 2.30' EL155 S 7859'30' W 51.09' EL175 N 34'48'10" E 110.50' EL195 S 31'49'59" W 5.00' EL215 S 684645' E 20.15' EL156 S 0919'03' E 4.46' EL176 S 5512'32" E 63.02' EL196 S 5810'01" E 4.33' EL216 N 34'48'08" E 11.40' EL157 N 7558'19' E 4.30' EL177 N 35'01'55" E 94.45' EL197 S 29'21'20" W 86.48' EL217 N 49'08'59' W 3.26' EL158 S 5511'46" E 92.46' EL178 N 54'58'05" W 10.00' EL198 S 79'31'40" E 39.76' EL218 N 40'51'01" E 66.41' EL159 N 42*44'15" W 9.9 EL179 S 35'01'55" W 104.49' EL199 N 33'59'16" E 39.03' EL219 N 13'08'10" W 10.27' EL160 N 30'06'31" W 28.68' EL180 S 5512'32" E 73.02' EL200 S 57*45'16" E 102.47' EL220 N 27'32'32" E 33.77' Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing 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 C31 71.92' 981.50' 411'53" 35.97' 71.90' N 32'42'06" E C32 12.41' 18.50' 3826'05" 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 54'55'13" E C35 29.20' 18.50' 90'26'43" 18.64' 26.26' S 1075'19" E C36 12.41' 18.50' 38'26'05" 6.45' 12.18' N 54'01'05" E Easement Line Table Line Direction Length EL221 N 06'23'37" E 7.55' EL222 S 03'09'09" E 15.37' EL223 S 27'20'50" W 35.34' EL224 S 41'51'01" E 7.02' EL225 N 69'27'27" E 15.13' EL226 N 56'45'55" E 38.83' Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing C4 28.90' 18.50' 89'29'42" 18.34' 26.05' N 73'09'47" E C5 25.64' 54.50' 26'57'08" 13.06' 25.40' S 41'53'30" W C6 55.13' 63.50' 49'44'50" 29.44' 53.42' S 86'27'58" W C7 172.38' 54.50' 18113'24" 5104.68' 108.99' N 2810'35" E C8 39.80' 991.50' 218'00* 19.90, 39.80' S 62'21'43" E C9 38.63' 2008.50' 1'06'07" 19.31' 38.63' S 62'5739" E C10 29.88' 2015.50' 0'50'58" 14.94' 29.88' S 61'59'02" E C11 8.09' 2008.50' 013'510 4.04' 8.09' S 6119'34" 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 22.72' 818.50, 1'35'26" 11.36' 22.72' S 56'5641" E C15 78.60' 981.48' 435'18" 39.32' 78.58' S 5876'37" E C16 61.06' 1971.50' 1'46'28" 30.53' 61.06' N 62'05'52" W C17 69.05' 781.50' 5'0345" 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' 18.50' 38'20'13" 6.43' 12.15' S 47'57'24" W C21 26.90' 974.50' 1'34'54" 13.45' 26.90' N 29'34'44" E C22 9.70' 23.50' 23*39'15* 4.92' 9.63' N 68'53'20" E C23 79.70' 33.50' 13618'30" 83.56' 62.19' S 54'47'03" E C24 37.08' 33.50' 63'24'51" 20.70' 35.21' N 6112'43" W C25 12.41' 18.50' 3876'05' 6.45' 12.18' N 8025'45" W C26 72.86' 1018.50' 4'05'55" 36.44' 72.84' S 30'50'14" W C27 27.59' 1025.50' 1 1'32'28" 13.79' 27.58' S 33*53'14! W op00r f rr r O REVIEW �4 O U KRISTOPHER C. WINTERS No. 2492 ;�� COPY ey �o.. S UW4 Ua r4 � y �Q J 2 CL 0b Z U •] �W 5 8' N C cn 2 a W �0 cc Oc Z t� Ua CO aW Qy 0 W � Z o) W P4 W Co o0 N r o Y ~ ~ � O m o z w U LU U z O CD EE-O z Y O V �- z 0 z Q 0 O J w a o W j z w N w 00 C O Z w O Z � W O O M W �D H H Lij Hz OJ w �-- a� U = PROJECT NO: 7124 SHEET NO: V'11,5;_1 15, OF 15 DATE: '.:_:MARCH 19, 2018