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<br /> 0 ` 68.20' 407.20 ' IE CURVE DATA
<br /> to �� 102.00'
<br /> 01 .4.ti� 60.00 55.00' 55.00' • - COAL CREEK G01_I- COURSE CH= N62°421�I511E(135.08'}
<br /> 0 0. 0
<br /> 35 . Po 3 55.00 g8 0p' 58°47 0 131► 0=65 24 29
<br /> U i C� O '�'- 34 1` , E R= 125.00'
<br /> O `r0-- v N _ v^ ^ 3 12.00 •
<br /> ` /83 03, 5 L= 142.70
<br /> RI H o • a °' 33 rn a N ^ 48.601
<br /> 04-1 CN 'i 10.00 S Tao W fp N °• 3 2 coo rn 3 ( 0 M °� • I E= 5
<br /> ,u o M a co corn 30 N T= 80.26'
<br /> 0tf LO /6 2 /0,, 75 z o _ 2 to o co rn 2 9 `� ' 69.7 •
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<br /> OUT LOT A � s3 90 ••• 1I
<br /> �Q �0� 36 76 72 711z 5.34 M ��• 3 ... . .. 5 4.3 ` , /
<br /> -� O O 3 55Th ° •, PROPOSED 100 YEAR 1 ••. .-
<br /> 78 8 m 60.33' . ` � •...
<br /> tt .87' IT ��2 — 0 3 3 's4 FLOOD PLAI N
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<br /> - S 39 .O 78.8 660 , /Tp EASEMENT •• ° _ ^ - o o 12 a ao 14.95 I I I
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<br /> 103.25 62 93 ,, X47 �7 O q8 S2" oO • \'`� '�,•• • •� ''`� ►� - � •�. 3 •
<br /> • _ EXISNG 100 YEAR
<br /> °4'S k, �5 31.0 , 0 W '�� • z z M ^ 0 1 I `� .. �26.3p, N 60 , I37 78ss /T0•o �� -��Z "' N o 47 44 54.0 °17 FL0PLAIN W (6.86' 5q l lTO N \ 69' ® © ® 6.93 ® ^ a •`nip 3 .54.00
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<br /> `SO • \3 S3 ^ 28 3 p \ `k 2dfy 024.04' ® 6?6, /3'w O O O 42 4 rn _ 15.60''l ,, _ \ 33, O - 3•• O- �y°a 6 24 �T/O2 No �, 013.89 q6- S ^ o c� co °'o (�-
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<br /> 0 810 \ ``y� 6/ 4e,, 8.00q p 1 6 ., 0s T Z 3 pi
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<br /> co,., 9 \ N. 0 O it,?So °, 0- 56 w 6\ 10 7.57' z o r` 2 a _ w �
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<br /> NI/2, NE I/4 SEC. 10 o .�3 .ham. ° F SO29'0 00 10T,g3r O ® / o 56 � " w 0 h 2S.q3,.� • ! rn ro �'
<br /> .c'. 4. '0- oRl ,�'� 82 �,6 1p g SO'' a a 55 ^ - N N 57 - X9.45' 0 n, 0
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<br /> \ 40 �/� tp�'F ? ,o°' 1 7 • N - vto I Ask (1) 2300
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<br /> 32 3 3 / 5 W N 45 51 42 E N57°2g „ o `r 8 \\\ 28 0?, ® • O ® S T R -r R.O.W I
<br /> q �aAo �3/, A /'3/, SQ ,� �,� \�` S 6600 15.00' e ° os f cv o E E
<br /> 1 O o\ Aj "1 64 21 w ?° 0g, 107.00 55 Sg7o o - I o ED
<br /> O, \ I89 2g0 " co 6.86 Oo25' 25 sWS5 0 N5013" n85
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<br /> 660 25' 26, ,
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<br /> s �• sA o, 18 I r7 T 104.40' E lo� 87 ® � $32.34' STREET R.O.W. ..1
<br /> 44 a'V 60 5 2 - o co \ 83 a PROJECT SIGN EASEMENT .... I
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<br /> ti. 2B\ rn S 62°20' 0 27 6.41 M , 18.65
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<br /> O , 45 1 N35 O • 00 ® N65°421271'W a, \ul N33 ° msI
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<br /> LI`J I E �J �JI /� I_ I L/aI_ I-i R O .' .5E t 5 , a03rD \ \ C��2 S55°21'47"yy1 °� O.�, 0 463 �� ►o.00 .29 ° IE CURVE DATA I
<br /> �R a3 v► S 2 90 • j I07 36.00 74 ® a 0
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<br /> /��i oti ,lh ?� 84eit) 14c...E8 UTILITY „� N �D- `� ® • • 411) 91 `y1N23 92 Inr\ o. \ O ASEMEI�,Tae ® \ s.00 \a5 ® CH= S64°13 21E(442.75 )
<br /> o ^ o3v 140 .\ A= 37°08152n
<br /> Ssoo, �� 0II 0 0 NZa 99 a\ •ow o 64 0 u) • • O °a o I 24) CI 81 ` ��. R=695.001 I
<br /> 1 }, 47 4.81 O' o �, ® p pis 3 NSTo % •-o, L= 450.601
<br /> _ 0 8' �, ;4, .A \ 9 0 = 89 / 5/'23', `o, _ '
<br /> \ o� w ss \ s a o w- p 66 \ • 2? _ - 4 /9, f ,0 IP a E- 38. 19 0 1
<br /> c, s _ O 50 e o w_ ® M s' UT ILITY�`�/ (so �\� \��Z� T-233.54'
<br /> ( `. �O O a 34 ® 89 So .. o' m R ° = EAS E M E N T / ••
<br /> _• o , O, 48 N ',--
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<br /> •,I,, , Y•a°� 65 s86'o �9R 9°° M - �/ ti`' • 80 0
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<br /> CD ?!�2�'S 138 �/
<br /> . �:` ro N76°59'22"W oA9 S, . _,. 0 ® ,s£
<br /> • h p� 9.94 I T /Y ® _� ® 59
<br /> co 49 �� p , ���� 24.55 ° �� °'� °'� G�,O!�F, �� ®� 12.00�Zg°�� •
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<br /> ,, 2 1 / s 25 29?4E ,, ® C / • i �2
<br /> a.: / 38.00 V
<br /> 60°' o /p 2h \\ // ST3o 4,00 (11) cT 79 •
<br /> Nt \\ // S 67 \� 8'UTILITY- el/
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<br /> �/cv • ' / ,y,l. 0 EASEMENT p,ELD / 72 O 6' �. �� yoga`
<br /> iiiik
<br /> 01,
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<br /> 11111 0
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<br /> 60 in 6UTILITY -'r / .j
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<br /> 3S"w 68 ,�� t:\ 0 -- ® 0 2 78
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<br /> off` . w 03
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<br /> r I \\ \\ / / S T,3ogTOO, 2. 69 M M M y°yI�to
<br /> 6. 12.77' \to � 042 581E
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<br /> '» C; 50 0 50 100 \ 3S, c '� N g Z y tNAP Y56 to w iii ,
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<br /> f-s :- S o \ / \ s 70 OM
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<br /> 'L 1- SCALE IN FEET S / ~' \\ �� / �\� Tao 60 N - 7 ( w ® • 15' UTILITY
<br /> 7 •::: \
<br /> 111
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<br /> /`�" o oti 0 �\ 4 T'3S'' N N M 73 yp R- ® EASEMEN T
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<br /> " I.I.. I,%. { ` ` / iiih h N
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<br /> > / / / \ Jr ° p X11
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<br /> ¢ ;~' 8 ai d 026 y ti
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<br /> 00, rn co S28 "I 82` ®. 600 \
<br /> Ct.. _
<br /> 7.- '. -/al 3S0 12 0 /3/ 22 co
<br /> Ln / �� W 8' UTILITY S F _M `to cb \
<br /> i": 's- / STOOTS,63, M 74 EASEME NTS 119 o \
<br /> �; w 75 P.S. CO. / \/ 22 to cn
<br /> ,�;,, ,z' EASEMENT ]�.� 56,,N� rn ,yo N �` °i
<br /> / 20' IRRIGATION / `�� d' CQ h N 2t
<br /> r; ° ) 75 ? w 76
<br /> EASEMENT ri Lu / S66oset
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<br /> -: <.r i NOTES ° -�
<br /> �, Se38„w .�
<br /> Al
<br /> IL I” I. OUTLOT A SHALL BE DEEDED TO THE ----...1_, /21.o0, o
<br /> 1 NOTE: 20 IRRIGATION EASEMENT RESTRICTIONS FOR LOTS 49, 65, 67-71, 74-76,
<br /> ' ' f CITY OF LOUISVILLE. 127-140 / / � 48 `'
<br /> •
<br /> fg \ S68o •OT,
<br /> I3
<br /> — 2. OUTLOT A ISA DRAINAGE, UTILITY AND / / S8, 6,„
<br /> Iv
<br /> PEDESTRIAN EASEMENT. 1. THE COST FOR ANY DAMAGES TO THE IRRIGATION FACILITIES LOCATED WITHIN THE 20'CD / \'
<br /> EASEMENT, EXCEPT ANY DAMAGES RESULTING FROM NORMAL MAINTENANCE AND OPERATION / \\
<br /> BY THE OWNER OF SUCH FACILITIES, SHALL BE THE RESPONSIBILITY OF THE LOT / /
<br /> OWNER. \ \
<br /> / \ \
<br /> a- S 2. THE OWNER OF THE IRRIGATION FACILZ.TIES HAS THE RIGHT TO ACCESS, REPAIR, ,/
<br /> Er s REPLACE AND MAINTAIN THE IRRIGATION FACILITIES WITHIN THE EASEMENT. ANY /
<br /> 1':1 PROPERTY DAMAGE INCURRED BY NORMAL, REASONABLE MAINTENANCE PROCEDURES WITHIN
<br /> THE EASEMENT SHALL NOT BE THE RESPONSIBILITY OF THE IRRIGATION FACILITIES
<br /> OWNER. HURST V RST ASS��IA 1 L:St IC.
<br /> 3. THE OWNER OF THE IRRIGATION FACILITIES SHALL NOTIFY THE PROPERTY OWNER I� 1111N( EN I�FFL
<br /> BEFORE ENTERING THE EASMENT FOR REPAIR, REPLACEMENT OR MAINTENANCE.
<br /> ;n -. I'Ih�tnct.
<br /> 4. THE APPROXIMATE LOCATION OF THE IRRIGATION FACILITIES WITHIN THE EASEMENT ''1,• CAoradu 'CC;CI :n,- ,,,„ .CC
<br /> ARE SHOWN ON THE AS-BUILT DRAWINGS AND ARE AVAILABLE FOR REVIEW AT THE CITY
<br /> OF LOUISVILLE. JOE No. 2020- 4 DATE 10/89 SHEET 2 OF 3
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