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HomeMy WebLinkAboutSUB201600047 Plat Final Plat 2016-08-17. q ................. TM 78, PARCEL 59 RIVANNA DISTRICT, ALBEMARLE COUNTY,, VIRGINIA VICINITY MAP SCALE: 1"=2000' SHEET INDEX V1 COVER SHEET V2 SUBDIVISION PLAT V3 SUBDIVISION PLAT V4 CURVE AND LINE TABLES DEVELOPMENT PER BLOCK INCLUDED IN PHASE TWO BLOCK RESIDENTIAL LOTS INCLUDED THIS PHASE PREVIOUS PHASES TOTAL REMAINING 4 LOT A, NEIGHBORHOOD CTR. / PARK 0 0 0 0 5 LOTS 17-32 16 1 17 3 Townhouse 16'-35' 5-25 3 10 z I 6 LOTS 72.-90 19 27 36 1 7 RESIDUE 0 0 0 65 STATEMENT OF CONSENT TO DIVISION THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, KNOWN AS TAX MAP 78 PARCEL 59, ACCORDING TO COUNTY RECORDS, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IC AAV UAZ)UALJIf\ ULVtLU1-MLN I, LLU STATE OF VIRGINIA COUNTY OF ALBEMARLE TO WIT: TFHE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ^QDAY OF=--=��_ p 2016. 7 MY COMMISSION EXPIRES:i LOPS A. HAYERSTROM NOTARY PUBLIC COMMONWEAL7'H OF VIRGINIA MY COMMIISSION EXPIRES JULY 31, 2020 REGISTRATION NO, 295946 -, "ERSTROM +`dG'T/v y PUBI_IC COr I'AON'WEAL,TH OF VIRGINIA MY i ��,;,1,;; SI ),y EXPIRES JULY 31, 2020 REGISTRATION NO. 298946 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. 2. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE 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. 3. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AREA DETERMINED TO BE OUTSIDE 2% ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO 51003CO287D, THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. 4. THESE PARCELS DO NOT LIE WITHIN AN AGRICULTURAL / FORESTAL DISTRICT. 5. THIS SUBDIVISION IS LOCATED IN THE UPPER RIVANNA RIVER WATERSHED. THIS PARCEL IS NOT WITHIN A WATER SUPPLY PROTECTION AREA. 6. SUBJECT PROPERTY DOES NOT LIE WITHIN THE DAM BREAK INUNDATION ZONE. 7. EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 8. NEW PROPERTY CORNERS SHALL BE MONUMENTED WITH IRON RODS UNLESS OTHERWISE NOTED. 9. THESE PARCELS ARE ZONED NEIGHBORHOOD MODEL DISTRICT. 10. ALL NEW STREETS SHOWN HEREON ARE HEREBY DEDICATED TO PUBLIC USE. 11. THE NEW LOTS CREATED WITH THIS SUBDIVISION SHALL BE SERVED BY PUBLIC WATER AND PUBLIC SAINITARY SEWER. OWNERSHIP OF OPEN SPACES AND COMMON AREAS SHALL BE TRANSFERRED TO A HOMEOWNER'S ASSOCIATION AT THE TIME OF THIS PLAT'S RECORDING. 12. THIS PLAT DOES NOT ADDRESS THE EXISTENCE, DETECTION, OR DELINEATION OF ANY ENVIRONMENTALLY SENSITIVE AREAS OR ANY ENVIRONMENTAL PROBLEMS LOCATED WITHIN THE PERIMETER OF THE PROPERTY SHOWN. 13. UTILITY EASEMENTS AS HEREBY PLATTED ARE BASED ON DESIGN LOCATIONS. THE ACTUAL LOCATION OF THE CENTERLINE OF THE PERMANENT EASEMENT IS TO FOLLOW THE FINAL AS—BUILT LOCATION OF THE UTILITY LINES AS INSTALLED. 14. LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON A VISUAL INSPECTION OF ABOVE GROUND UTILITY APPURTENANCES. THIS PLAT DOES NOT NECESSARILY INDICATE ALL EXISTING UNDERGROUND UTILITIES, AND NO CERTIFICATION IS MADE AS TO THE EXACT LOCATIONS AS SHOWN. 15. THIS PROPERTY IS SUBJECT TO PROFFERS. ZMA 2002-004. 16. LOTS 27-32, 24, 25, 73 AND 74 ARE DESIGNATED AS AFFORDABLE DWELLING UNITS. 17. THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR CASCADIA SUBDIVISION ARE RECORDED AT DB 4712 PG 104. 18. ALL EXISTING EASEMENTS ARE RECORDED AT DB 4712 PG 104 UNLESS NOTED OTHERWISE. 19. BROADUS MEMORIAL BAPTIST CHURCH HAS RIGHT OF FIRST REFUSAL FOR LOT 90. IF THE CHURCH DIES NOT EXERCISE THAT TIGHT THAN THE TEMPORARY GRADING EASEMENTS ADJOINING LOT 90 BECOME NULL & VOID. STATEMENT OF TITLE THE LAND SHOWN WAS OBTAINED BY CASCADIA DEVELOPMENT, LLC AS RECORDED IN DEED BOOK 4209 PAGE 88, AND TO THE BEST OF MY KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS. SURVEYOR'S STATEMENT 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 HAVE BEEN MET. COUNTY APPROVAL A11 I]f -n 11 1 Aq) T FOR THE OF SUPERVISORS . D AREA CALCULATIONS ORIGINAL TMP 78-59 - 21.883 ACRES LOTS - 4.459 ACRES OPEN SPACE - 3.428 ACRES R/W DEDICATION - 1.602 ACRES TMP 78-519 RESIDUE - 12.394 ACRES TOTAL - 21.883 ACRES c�O���P0H c W.D. SEWARD Lic No. 1934 6-27-16 �qNo s u Rv E—+' , Q N N SETBACK TABLE (IN FEET) Unit Type Lot Width Front Build—To Line Minimum Setbacks Side Rear Single Family 60+ 15-30 5 10 Single Family < 60 10-30 3 10 Townhouse 16'-35' 5-25 3 10 c�O���P0H c W.D. SEWARD Lic No. 1934 6-27-16 �qNo s u Rv E—+' , Q N N IMQE W I— F' E-i M w> O O �C) C) z I W O O E- 2 w m n40 W Q a=. U U) 2:2 E-_ Q W 00 Pei W H X LL D Z W 00 (� F_ W ® <0 a -I— z C7 o QW IMQE m 0 w U W U m z iw U �i U U) 0 z PROJECT NO: 12.0065 SHEET NO: vi 1 OF 4 DATE: JANUARY 13, 2016 E— E-i W O a L t � � I �C)C) w E-_ d _j U LY (� F_ W Iii O�~ a -I— m 0 w U W U m z iw U �i U U) 0 z PROJECT NO: 12.0065 SHEET NO: vi 1 OF 4 DATE: JANUARY 13, 2016 IPF L7 50 0 50 100 150 20' PRIVATE IPF DRAINAGE SCALE: SCALE: 1, =50 �I IPF EASEMENT SPC: LEGEND / IPF O �7 IPF IRON PIN FOUND N-3903252.1004- �^2 �O� 5 SS, E-1149987.9.7933 \� �2 P ��' � MH, E �' 50' PRESERVATION L1 IPF Q�� la; 5 =€ 1 AREA �' C IPF® �Z���®� _ 259.55' -20.05 F ; • TMP 62-26 w : VARIABLE WIDTH �'. TEMPORARY GRADING ` --� ®, F ,.' J025, = NSF CASON, WILLIAM r. ..- - LOT D , '* DB 793 PG 106 EASEMENT _ .. • _ - �---OPEN SPACE A® e �A/oor.. . �! ' VARIABLE WIDTH TRAIL, S �� 31.068 AC r w . T SWM ACCESS & _ N ' N E24 F' rn - .. - E25 .:� AND STREAM BUFFERF «'•' MITIGATION EASEMENT �'�� � f � L..-...�� •,.•' \ ,o EASE TMP 62-25 - \ o, �1 5 S6 '�\ \��0 ��� `6'1 75214E 41.370 , � u: f fel v t , / �5' & �0' PRIVATE \\�� , Fjs N i god- SANITARY EASEMENT ; �, gg� O 40' PUBLIC e SANITA f C � (E20 E22) -CALLS o '�� o �-DRAINAGE ..P it ,,� O r , TO CEN TERLINE- F ;_ ........:f �. � EASEMENT LOT 83 LOT 82 �h��- \ 0.268 AC a t' sr C,., � 0.269 AC �, SPC: ^ .4, ®� N-3902962.4399 LOT 92 �, ^°'i' �� A� ��e�• 30' PUBLIC cr r, `�/ LOT 81 �" �E-11500285.7650 \ LOT 91 �-~ ^��' �a' �S� DRAINAGE- 01 20' PUBLIC %i�` \ �' i ``2� st 0.244 AC a � EASEMENT I DRAINAGE EASEMENT + iia \ \ LOT 84 ,��� 0 8' LANDSCAPE '' I ao 0.226 AC ©` _.�4 ' \ EASEMENT 1' a GRADING EASEMENT DETAIL LOT 93 ,'�°� C67111 10' PRIVATE SANITARY ��.\ N 91 ; ti I N SPC: �; EASEMENT (TO SERVE ; = N-3902968.2913 TMP 62-25C & TMP 62-25C1 11L'E=- �D LOT 85) w N LOT 80 E-11499613.7262. 0.226 AC N/F BROADUS MEMORIAL BAPTIST CHURCH N78'42'13"W 107.72' DB 1109 PG 353 &� DB 1078 PG 97 i, I` EI. ate -PROPOSED 5'X5' DELPHI LANE 259.53' (TIE) rn �, ACSA WATER ; If `� LOT a5 55' R/W ASEMENT ��� VI _.... - S78'18'23' 256.48 (T) IPF n 56,3• , 50" _.._ .. 57.26'_..,._ .___ ., ___.. _._. �} 0.133 AC 5g I 92.60 ..___ . _.. ... 0 52.55 , 54..07' ;' o c"� 29"E '-� � PRESERVATION c& �i i ............_ __... , �o �� \~ 126 3�' ` o AREA >� - __. ➢_.~ ......._ _ ..__..... Z_... 88.14,` G� * ,t� R N 784213 W S24 48 27 E G 25 AREA � r E29 CA t � � `�y, c � �?• LOT 79 � , �\_ cp� CA 25,78 L C37 �3, ol/R 1�A# TMP 62-25 �> 512 SF .J� VARIABLE Sj S$., J�jd 0° 184 AC A 6 WIDTH o °® o F� LOT 90 - LOT 87 VARIABLE WIDTH d'o b TEMPORARY 0.150 AC w LOT 86 �O , TEMPORARY g ¢'' J 0.195 AG GRADING j 0.157 AC ~ *` 9 S9 n v �° ?� _ �� , TMP 78-018 �� (SEE NOTE EASEMENT LOT 8$ ,3 �j �' eo 19 SHEET V1 '� j� ® HYLAND RIDGE GRADING EASEMENT tea. � .� O' �c, N 0.121 AC o (E23 -E27) -SEE ��\ \ ) (E28 -E29) I -Du, o ,� LOT 78 5 L I A OPEN SPACE B INSET ABOVE LOT 89 E13 J J/ �� ,� 0,185 AC �,�o ® DB 4250 PG 68 0.214 AC _--- S29°0016 E I ,a 6 .: E C50 C49 C48 z°�, 35.78' S17'05'17"E e r, C5� C69 (;T) G�1 h� 28.25' : a \ ^� A LOT 91 E12 i� C53 2 E1 �LOT 77 0°4' \ LOT 92 \ C5 � 1 �0.126 AC '�� SO 1 - VARIABLE WIDTH 9728' G5N D 1N N� PRS `�, stO] ,F� s� a. �, TRAIL, SWM ACCESS v o �, OSS SP C LOT 76 S A8 , \E � „ h ROp G� 3A CS �"�/ S a & MAINTENANCE, t , .` I � \ P o G�`°�`,G w\OWN �N� C60 h a O 0.137 AC AND STREAM " € 3 2 � i�.. fi'' �`'c5 EPS�M� exp c�� �`°� ,�0�6 7.79 SQ6.� : oo BUFFER MITIGATION SIGHT DISTANCE ck 6 '� S2� `� EASEMENT r` o �. 59 EASEMENT (E17 -E18) ,., BCp pK LOT 93 �� o-�e G - 5 �o �� LOT 75 N J �tx 0.135 AC C, E16 LOT D E1 j v BOUNDARY LINES - � HEREBY VACATED x`18 OPEN SPACE - _ `/� ' 2.43' c"'� C63 OVAL PARK �r 5� , No- o�,, o: _ :a s�2•� J PUBLIC DRAINAGE ! PUBLIC S� e SS LOT 94 f TIE E18 '��_� 0.360 AC �' `��` �' LOT 74 ® a ( ) BASEMENT (�16) �.� DRAINAGE 'o \ ; .19 F .01, EASEMENT "C20 EASEMENT 0.152 AC T/� C62 2'\ 22 TEMPORARY TURN -AROUND OSED VARIAgEE LANA ��� 8'x8'"' 1�5., mow_ ' N U, PRQp SANITARY ARK �� F� LANDSCAPE c� 9 �t� S a �4' i `` w -,EASEMENT TO BE VACATED e�UIDTN "\SCA VAL �� R�80� �. �, ® �, LOT 95 UPON EXTENSION OF DELPHI r ENT 0 5 1a EASEMENT LOT 73 '� , �4 LANE j �ASEM�I 5 0.147 AC �1 v � � r C C$ (E1 01�, ae ° SIGHT ' `�' 1 C6 C71 (T) 15 `� '� Jr o - s'15� g9 os. _ SG[l­ D i. o � C7 C14 �- E o cfl DISTANCE o o „� 1 i P `t my moo C8 Cg C10 C11 C12 oC13 ` j o EASEMEN f o N ,� 51.365 �N LOT 72 r'-� -�/ J ca E2 �: - - - - - o - 0 6, c, F;� E ,, °a N E W\D 0.154 AC 2 `.�i o ® E3 0 0 0 0 o a; cA o f o �o - PR\PBS ME\\\ °' `a N o�'o w o o o a LOT 32 N OS�D (EPSP 314 �a< LOT 96D. ^ � o� v rn N v! - �! o 0 0 0 0� °' o PROPPR ,1a NI o 0 I 0 - o r o ,-� $ -� a o „0.144 AC„ ,,,, SP 13 25 1 i i LOP 17 _ l i E h o C\z 3� o o ®r cr o w ca n o. FO 1�5 S82 i 0.130 AC o tom, Co o r r� t- o o o .� ��" a o u? , LtA!; �� Od cti� cv ctir� �I oo �y y �-3 00�r'' �� {?2 o No ,6o �o N�„'�� � yam, o c, V\9� _ w >>c' .... o cPG M4o ® %v :� CAD �' �" y- rn N....... X10 „ 1 N w i 69 >>, LOT 97 _ CA cl) ��� N11'35'01 "E L13 N v �' \L RESIDUE _ _ _ L15 E 14.808 50.62' 20W' H.09 20.09 20.09 ~30 _........_...~.. _.. L S TMP 78-59 i M. 51' L12 N o�� _...... 60 _ _ L16 69. o 12.394 AC +. L20 L19 L18 . L17 N89'4s'35 w C 1 N 18 24 59 W 7„W ,i I 118;08 (T) N71' , - 1 76.86'(7) C24 N75 02'26'W N8T31'32 W f Irl A -c3' i. J 58.56'(7) LOT 98 SEE SHEET V3 1, e LOT 16 G � OPEN SPACE E SEE SHEET V3 5��� -- -= - C 0. ��� 0 C: W 0 �3. R gid® `�`•b 4a es P-1 H OF W.D. SEWARD Lic No. 1934 6-27-16 lgIVa S U 0 `cy�� � co r co r co r ,q w uj m w> w oZ0 W d �Wo U > O E- w (D J w m w m Q a m 12:4p U Q m 3: W U� F- w ° Q � O Z w0 O U 4 0� U w oz 0 Q= W 11 r m w U O r U) ® E- �:D N O � Ln F- U H w iu w a� PROJECT NO: 12.0065 SHEET NO: V2 2 OF 4 DATE_ JANUARY 13, 2016 SEE SHEET V2 SEE SHEET V2 e LO1 TMP 7BE-118 N/I NICHOLS DB 3130 PG 62 PRESERVATION TMP 78-OIB HYLAND RIDGE OPEN SPACE B DB 4250 PG 68 E i � N N IUD B4ocI, B 840ck� — l9 E 0 Q� o inmm� N 83851 I »� 19 �, 70' BUILDING SETBACK FROM ADJACENT FONTANA v ' y SUBDIVISION BOUNDARY 407,� P LEGEND va �o ` IPF IRON PIN FOUND foT U � v W.D. SEWARD ' Lic No. 1934 6-27-16 Z 4�0, S U Rv Wr DoT c FON 0/v r f r E— ao o r �, 22 S87'07 58» W Q c) ' 9. V3 17.17°- >= , 41� 4 60 0 60 120 180 �A r QCT SCALE: 1"=60' w y TMP 7BE-118 N/I NICHOLS DB 3130 PG 62 PRESERVATION TMP 78-OIB HYLAND RIDGE OPEN SPACE B DB 4250 PG 68 E i � N N IUD — l9 E 0 Q� o inmm� v ' y P va e5 PVT H OF U � v W.D. SEWARD Lic No. 1934 6-27-16 lgI'D S U Rv Wr r E— ao o r Q c) 't cfl >= w Lu Y U ~W w > _ wa U Z -iw O > O 2i W Q m m H (� p W z a m w } QC)0 W w Of xw 5 z w o C) U ® Q o Q Ue w0 p Z w m Lu < O r N c O � LO Q E-+ U ~ 5 w di w �~ U) PROJECT NO: 12.0065 SHEET NO: V3 3 OF 4 DATE: JANUARY 13, 2016 Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing Cl 101.76' 212.50' 27'26'12" 51.87' 100.79' S 25'18'07" W C2 17.86' 12.50' 81'52'24" 10.84' 16.38' S 79'57'25" W C3 4.75' 427.00' 0°38'15" 2.38' 4.75' S 59'25'31" E C4 18.41' 427.00' 2'28'13" 9.21' 18.41' S 60'58'46" E C5 20.28' 427.00' 2'43'15" 10.14' 20.27' S 63'34'30" E C6 20.14' 427.00' 2'42'09" 10.07' 20.14' S 66'17'11" E C7 20.05' 427.00' 2°41'26" 10.03' 20.05' S 68'58'59" E C8 27.43' 427.00' 3'40'52" 13.72' 27.43' S 72'10'08" E C9 27.71' 427.00' 3'43'08" 13.86' 27.71' S 75'52'08" E C10 20.11' 427.00' 2'41'52" 10.05' 20.10' S 79'04'38" E C11 20.03' 427.00' 2'41'16" 10.02' 20.03' S 81'46'l2" E C12 20.00' 427.00' 2'41'02" 10.00' 20.00' S 84'27'21" E I C13 26.47' 427.00' 3°33'09" 13.24' 26.47' S 87'34'27" E C14 26.29' 427.00' 331'41" 13.15' 26.29' N 88'53'08" E C15 20.02' 427.00' 2'41'12" 10.01' 20.02' N 85'46'42" E C16 20.00' 427.00' 2'41'02" 10.00' 20.00' N 83'05'35" E C17 20.03' 427.00' 2'41'13" 10.01' 20.02' N 80'24'28" E C18 20.09' 427.00' 2'41'46" 10.05' 20.09' N 77'42'58" E C19 42.06' 427.00' 5'38'39" 21.05' 42.05' N 73'32'45" E C20 18.05' 12.50' 82'44'52" 11.01' 16.52' S 67'54'09" E C21 90.98' 172.50' 30'13'04" 46.57' 89.92' S 11'25'11" E C22 107.57' 172.50' 3543'47" 55.60' 105.84' N 21'33'15" E C23 17.91' 12.50' 82'06'14" 10.89' 16.42' S 76'36'09" W C24 21.65' 227.00' 5'27'53" 10.83' 21.64' N 60'08'05" W C25 17.34' 12.50' 7927'59" 10.39' 15.98' S 23'08'02" E C26 10.36' 227.50' 2'36'37" 5.18' 10.36' N 15'17'39" E C27 41.28' 227.50' 10'23'44" 20.70' 41.22' N 08°47'28" E C28 41.70' 227.50' 10'30'06" 20.91' 41.64' N 01'39'27" W C29 37.77' 227.50' 930'41" 18.93' 37.72' N 11'39'51" W C30 37.10' 227.50' 9'20'36" 18.59' 37.06' N 21'05'29" W C31 45.22' 227.50' 11'23'20" 22.69' 45.15' N 31'27'27" W C32 38.10' 227.50' 9'35'44" 19.09' 38.06' N 41'56'59" W C33 11.60' 227.50' 2'55'21" 5.80' 11.60' N 48'12'31" W C34 29.17' 327.50' 5'06'10" 14.59' 29.16' N 52'13'52" W C35 18.18' 12.50' 83'19'43" 11.12' 16.62' N 13'07'05" W C36 8.09° 12.50' 37'06'05" 4.19' 7.95' N 47'05'49" E C37 3.38' 12.50' 15'28'33" 1.70' 3.37' S 73'23'07" W Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing C38 12.07' 52.50' 13'10'40" 6.06' 12.05' N 74'32'04" E C39 38.43' 52.50' 41'56'13" 20.12' 37.57' N 46'58'37" E I C40 33.69' 52.50' 36'46'16" 17.45' 33.12' N 07'37'23" E C41 34.01' 52.50' 37'06'49" 17.62' 33.42' N 29'19'10" W C42 39.35' 52.50' 42'56'33" 20.65' 38.43' N 69'20'51" W C43 38.43' 52.50' 41'56'33" 20.12' 37.58' S 68'12'36" W C44 34.59' 52.50' 37'44'55" 17.95' 33.97' S 28'21'53" W C45 30.72' 52.50' 33'31'17" 15.81' 30.28' S 07'16'13" E C46 11.47' 12.50' 52'34'38" 6.17' 11.07' S 02'15'27" W C47 18.18' 12.50' 83°19'43" 11.12' 16.62' S 70'12'38" W C48 50.55' 327.50' 8'50'38" 25.33' 50.50' N 72'32'50" W C49 52.19' 327.50' 9'07'50" 26.15' 52.13' N 81'32'04" W C50 37,94' 327.50' 6°38'14" 18.99' 37.92' N 89'25'05" W C51 25.56' 327.50' 4'28'20" 12.79' 25.56' S 85'01'38" W C52 14.32' 267.50' 3'04'01" 7.16' 14.32' N 87'15'27" E C53 17.34' 12.00' 82'48'17" 10.58' 15.87' S 58'52'19" E C54 58.24' 267.50' 12'28'26" 29.23' 58.12' N 73'29'13" E C55 17.17' 12.00' 81'58'47" 10.43' 15.74' N 23'31'10" E C56 12.79' 267.50' 2'44'26" 6.40' 12.79' N 65'52'47" E C57 22.54' 12.50' 103'17'49" 15.80' 19.61' N 12'28'10" E C58 11.70' 212.50' 3'09'18" 5.85' 11.70' N 65'41'44" E C59 57.55' 212.50' 1531'04" 28.95' 57.38' N 75'01'55" E C60 199,88' 272.50' 42'01'33" 104.67' 195.43' S 76'11'46" E C61 28.67' 12.50' 131 "23'28" 27.68' 22.78' S 10'30'45" W C62 258.33' 372.00' 39'47'20" 134.62' 253.17' N 83'53'51" W C63 5.42" 12.50' 24°49'27" 2.75' 5.37' N 511'35'28" W C65 117.73' 227.50' 29'39'05" 60.22' 116.42' S 52'48'16" E C66 19.98' 227.49' 5'01'53" 9.99' 19.97' S 13'52'00" W C67 261.29' 52.50' 285°09'16" 40.17' 63.81' N 611'27'14" W C68 11.47' 12.50' 52'34'38" 6.17' 11.07' S 54'50'05" W C69 166.24' 327.50' 29'05'02" 84.95' 164.46' N 82'40'02" W C70 263.13' 227.50' 66'16'09" 148.50' 248.71' N 1632'07" W C71 373.89' 427.00' 50.10;11" 199.88' 362.06` S 84:11'29" E C72 198.55 172.50 65 56 51 111.91 187.77 N 06 26 43 E C73 16.88' 227.50' 4'15'05" 8.44' 16.88' N 37'40'35" E C74 16.32' 173.00' 5'24'19" 8.17' 16.31' N 591'38'34" W Easement Curve Table i Curve Length Radius Delta Tangent Chord Chord Bearing EC1 26.51' 172.50' 8'48'23" 13.28' 26.49' N 43'49'20" E Line Table Line Direction Length Ll S 76'07'06" E 11.47' L2 N 82'21'17" E 18.27' L3 N 55'49'39" E 24.40' L4 N 54'36'45" E 51.77' L5 N 63'55'38" E 24.62' L6 N 78'38'06" E 53.53' L7 S 88°51'53" E 14.91' L8 S 54'51'13" E 54.57' L9 S 74'40'34" W 63.86' L10 S 74'40'34" W 20.22' Lll S 74'40'34" W 20.22' L12 S 74'40'34" W 7.59' L13 N 89'46'35" W 12.58' L14 N 89'46'35" W 20.15' L15 N 89'46'35" W 36.77' L16 N 8731'32" W 36.82' L17 N 87'31'32" W 20.02' L18 N 87'31'32" W 20.02' L19 N 75'02'26" W 20.30' L20 N 75'02'26" W 38.26' Easement Line Table Line Direction Length El S 54'31'16" E 54.13' E2 S 67'39'10" E 70.99' ! E3 S 81'36'49" E 117.45' E4 N 82'49'34" E 117.90' E5 N 06'16'31" W 14.21' E6 S 04'40'38" W 210.24' E7 S 54'16'03" E 57.65' E8 S 02'49'21" W 105.82' E9 S 02'48'31" E 116.86' E10 S 30'29'53" E 133.93' Ell S 63`02'48" E 56.04' E12 N 80'22'16" E 104.24' E13 S 86'23'24" E 94.68' E14 S 63'02'48" E 64.30' E15 S 41'35'58" E_ 10.48' E16 N 02'55'38" W 29.44' E17 N 67'43'02" W 137.67' E18 N 79'30'31" E 125.58' E19 S "18'02'07" W 53.49' E20 N 07'17'06" W 15.98' E21 N 36'24'57" W 66.42' E22 N 41'19'34" E 62.93' E23 N 01'48'38" E 50.27' E24 N 80'12'00" W 132.50' E25 S 87'39'30" W 98.08' E26 N 22'07'27" W 47.13' E27 N 32°46'59" W 102.10' E28 S 01'29'47" W 7A5" E29 S 89'10'41" W 5 0 =� s 0) N N Q C -aim E ^` ® W 0 N �mm C .E - v C W 0 h 4 a e`' P -T H OF W.D. SEWARD Lic No. 1934 6-27-16 /A w (D (0 00 O M 0 LU LU Y 0 rn �- w> w _ F O W d U) 0 W F- Wo C) O E-1 w (UDJ m m p w za m Q 0 0 w W ~ x" d 5 O w� m O U 0 Qa 0 J C� az _ ? o= Q zw w O< �- N (y)0 co O � � r-� O � � � a I 0odi v I ( w W w ~ a F - c=n PROJECT NO: 12.0065 SHEET NO: V4 4 OF 4 DATE: JANUARY 13, 2016