Loading...
HomeMy WebLinkAbout04100175 Built Asr LJ t 31 SEE SHE C2.1 FOR�ONTINUATION \ \/ SS RIS R'/ 0842 907.36 �, N / _ I 899. I \ RIMI 90�t. 0 In o n I arz / z l I 907.021 vwi 5 GV2_ Lot- * /I s �2 I I I � 1020 Sf rn _ -D 00 I v'I ( f 1 f I i Z I I I o I f 11 12 °o��' ■ 1 'O I I / »A f ' 1 Na I I ! II 0 o I I Z --f D I �I / f 102 .0 sf `o II _ I i I .901, 0 W o �° f� I s'Lo I -n C�. 'I ` I 1 1 6•. / co I I .s ■ / I I I I /NI \' 4 i I 1� \ 1/ o'°` I I® �' w o I t I 4- y / / 0 96 0 Sf o I I I �� I'� // I>"g 1 1� o I / ' `r 1 I go W d J i 00 I �_ o A \ I _I I N = o O CO Z / / rn I I m I v , l I .' a 11 \ �� t; ` b I / �; I 904.41 I 1 -1 ` o s = X l: W C7 ® I I / v 100 600 Sf / \ `�' o ! _=. 9f .5 9 6.2 I 2 00 I I �9i I I o o Cli °o° SSD LATE I - I �* / - - - -�- I , w , (TYP. - r + I I r \ , O^ - o , F 904.7 I \ 0 D __ D I ( I 703 / v / I I a W ry % __ --/ 07.29 / 07.06 I / I -� Via' / E)EENT10N P D 2 o F � I I D En o 0 0 q #r .. 1 I u I 9 6 0 S� M C. o r�' I I -90 _ / ' NORM POOL 899.00 - 11,70 Ac. ?� Q' I\ \ �3 I L� a' 0 65 o °■ , // o I + I I / YEAR STORM 901.grj r ( ( I D -� I��, I N O s a d o' \ v 10\ -YEAR STORM 902.p rn �, { F °� II �y/ U' co4 1 I I I ( O 4 v o 0 I I 1 O -r1` , (� \ y c .. n O I Y I cO If m ^ 1 N +n \ cu e 7d I f 100�YEAR STORM 903. 1_ o, I 9 6 ¢ Sf I o n I - I t a' �� �i �i - tz D `'' I II , TOP BANK 905.50 - 3.9 y ' r a, �, I ve W �' / I I II d rr 9627 S 6 L ( c� cD I Z { IRREG. D.E. & L.S.E. < U) ` (o I a `ll T! N co I 06.55 I Po cCD �ii I _ { 11 I �, n ( E„� I ®I �" I I I 905. - - 905. _ - 03. N Zo o COM MbN AREA C - I I �� � 1 - '"1 Q+ w o � 1 1 �� \ I I s���� ._l �� / (° I o I I _ 9 84� sf�z { I 1 I i o E ss o e e 0o I = � VI \ / 6.19 AC. J I Cl) / 1 1 10 1� ��o H1 go 1 I I o �_ e o N �_ F:: I o ■ \ I ( vi 285 ao I \ 90 .5 906.2 ; e o / i L-- I I I 511 IRREG. 1 1 / 9 -- - I I 1 9 69 I f � 6 ac Q \ / IRREG. D.E. & L.S.E. o, a O / RIM 90 .5.� \ 9 0.2 I / E.41 I I ( C) M M C q --.._. _ _ I 0 , ��• 1 � •1 905.1 90 91 - oN 06.58 _ I t�Y \ ° ! - / -, \ \ RIM 905. t I 1 00 v I .� N o 07.36 I / 906.7 06.7 IE: 899. : ;� / \ \ I o 1 1 5 2 f I l / I "La ( , r7 N r7 W Cp >� 1.15% 5.5 „ \ / 44) \ I �1 I I I o to %' ( 0 0 o a o m y I LF CR t 5' D. _tA /-0-00 � \- �! 0 c� •� +n t 107 -_ \'50' W ^, 0 I 1Cr /sof I 903. 906.61 0 95 75 '� 9793 sf \� 28'88 i I 07;2 1 � + 1 rn w 90 4 I 905.4 / - - Q \ / ! PARCEL B g 10 91 sf 109 I1 os.o7 t \ s I 90 L- \ RIM 906. 1 06.07 o, 108 'r� \ + 0 I /Sta:0+00= M.E a 904.7 \ 906.7 / 16.512 Acres N o ® 1 1 $ 0 a \ \ S `, I 906.4 Sta:14+80.48 20 906.8 ~ 719271 Sqj Ft. -� �a 12 61 sf V/ q� \ I j 36L ?O \`r f 905.3 f kR,;4`'Y l � \ \ \ >K� � " •� O • \.� c" a - - - - - - - - - - - \10. �! 905.5 y \ \\ 1� t. IE: 899.40 g J \ 05.78 \ r.. 4.5 904.5 I \ 9 , ■ p0 Q8 907.21 •x. 06.68 F , 37 \ \ \ �,, 07 5 OF 4:; \ \ \ Conc. /� J �oh�` \ 33' S 89'50'15" 1� � a, 06.42 \ OVERALL 5 / _ �• 'moi ■ \ 9n� µrt"� ,,�� ! J 1 \ \ � \ o'�. / �' 905.3 �`'�• \ \ \ \ 'tl Headwa+r � � �� � ■ 1'0 \ 20.012 Acres05.5 \ \ \ ! _ - - �� \ 6.88 135-68' O7 O O6. S do \ \ 871731 Sq. Ft. 12I S A 07.13 qo ,�� o +' I - - - - - 9°6.8 O �, \ !\ o\ \ a 1 13 6 s f 905.3=:%\!� y� i 9os.5 I 0 w J 9 _ s°s.16 I � `�� � os.7 � \ \ � � ° � F p, -f! 903.7 � 1a 0 � w \ 9� 90 .11 908.4 9 / \ i 905.6 _ O' U.D.& S.S, RIM 905.96 I �\ n .s �6� 0a.3s g0 4 a �\1 da L 9.• i - - i 90 5/37 .1 � FGP $ 4 s / .,��, g �P \ e• ' _ l ( \ i pA` A \�� \ �� 9 o� °� 5 214 PAD=907.8 PAD _908.j C \ I o ® 10838 /sf l� l a \ \ I �� \ _ 25•`� �, _ - _ s.9 R 90 .62 FGP 903.88 GP =903.8 l o I i� u. b• �c o . 07.70 ? � \ B / � __._24-- � � p6 �D / ER � �6� \ o�� � /• p�° /t!. / \ ` X99 7 9 5.6 ' 1 , i \ i / B \ I 5�5 �R0 V i \ q0 ' J 907 _ r� 907.76 -a \ / % S� Rj \ ,� ` 207 l \ \\ \ t�\�` `10� 906- 07.53 00RIM 907.71 � ■ \ \ 1 \ / / / '�9 \' J\ `� 07.57 - - - , \ \ o� �`�\\ Groh(b1b 905 � , - � � � 905. 0 / �� i� 907.4 \ •` - � � o � �., � �i �• � 907.0 \ `90nI \ H.Pt. ,Q E p l QP�Q%�� 904.6 04.8 905.1 04 07.73 G \ IRREG. D.E. & L.S.E. \ (� / - - _ - - _ - ._ .r 5 N� � � 906. \ F - � \ 1 \ o a 07.72 N a�2�t �o °'�\ _ 10854 s f \ 07.66 \ 08.30 908.32 � ; � \ � � \ \ " o O7, �,, m 550 �Na \ 904 l \899 903.9b .�:.:.° t1t � 10802 sf a� �2g2.24 � o, - :3,,/, J• � Y � ;`� I;+�'d• 1 � �_ f o°° 07.28 907.19 i �-� 907.17 / \ / 07.94 Sta:0+00= 08.0 p 07.35 RIM 9 .30 / ® Sta:10 46.58 �i \ I ,,�� _ - 1 1 -20LF P W ■ 1 ' -'- -- _ -- --- -' - - °° 00 00 / / � v QJ ry �8" � ANIMAL ARD YET 0 3 2 6 904 ■ I 908 07.63 9 - - - - [M / ,ry 2 _ 8 905.1 1 -� OUTLET 903 P t .. \ o. 2 901. 902 ■ l 9 7.7 \ / `a P 901.3 ■ / ' / 904. \ "� � 904.3 � / I 9 6.9 909 1 908.9fi 908.96 - - - -- i v Z• .� 906.3 � ■ { I 1 909 8.27 - / _ - - - - 07.88 1 / / _ -- _ _ - _ C', / / 113A I tea, 112 \ `'�_- 910 90T 07.63 � of � � C: cY_.� 910.06 910.08 911 I - 06.95 .E. O / RIM 907'80 / � `_ b 912 911.00 911.00 - -- - - - - - -- r -- - /i°' •' / l \30e9 -� - ___ - S soa.oa 1 703 sf o /. / %' � 13 PAO 10.4 o7.a3 PAS= 905.2 a o 910.81 I '1--' �90$ ■ o i_f o 4 21 6 f 09.04 I 909 ti� / SpR/ / �. - ' x903 $$ t` [04.4 _ r IN� ALL BREATHER ® 911.92 1 1 121 s � I � � � �, M 907.32 FC/ ,903.88 FGP r-1 � 9 4 / ' / 7 0 ,�y 90 -_\�- _ / _ ON E ISTING TILE PER\\ • ® ro 0 .9 `! \ \ CL HAM. M. SURV. DETAIL _ ') � 09.45 � /. � / ■ "� �' 25' B•S.L.PAD=913A I 910.96 \ / �05� o �� N0. T-19 l e o /- �/ D 44 \ C7 �, I -"~� 9 1.39 J' c� I / PAD -913.1 / 9600 sf 9600 sf 910 / / �/ ry 9� N s \ °�57 PAD=912.8 - -- - - - 1 0 ����. �i // 2 \�----- 912517 Sf C307 o IE: 898.60 \\ �2 \ 209 0 .ss 13 i PAD=911.1 RIM 909.50 \RIM 8.54 d s08 _ __ - - \ >< \ ■ 1E. J12 ® _ \ sto.e / PAD=911.5 25' B. .L ' LPA�=910.1�_9�8s t I, c�" 06 0' D E �� IE: 898.50 ■ °� \ i _S.E..1 208 9 \ - - - - - 2g U. o �� / i \ RIM 908. 906.36 � 'fa :;1 ? / \ \ I ■ - 8"S \ i / i 905.3 , , / \ \\ ■ �'' D•&S.S.E. I 20' U D.&S.S.�. �,-• ""• 905.1 .�_- - \ ■ IRRE & L..E. O B,.S 84 8 s � \ / / o/ �. / Fes' / 9g � \ 8' s 8' 9 9.40 1 1� / INN 910.2 `a• 6 908,4 06.73 / o° 9 9 \ 21 I 9,,.27 O O O „ „ Co RIM 911. t a o / - ------------------- ----- -- --- ----- --- --- - o6.5z a� °� / p�1 sf soQ ��� \ o �• COMMON._. AREA D \ o �' , C w RENEGADE w/ �`'� . s.7 Q o a ■ 8 \ 910.75 910.47 S 89'59'27" W 10.00 cr \ 335.00' o 0 09.37' I c - \ �' QQ. / � . 3,70 AC. I / 135.02' 0.549 o0 09.9 O 99.98 08.82 IRREG. D.E. & L.S.E. 1 ■ - 0 1 .1 + / / \ O S COURT o r ; J� I N \� 2 /;? / g03 902 g01 900 ��g. / ' ■ --- 08.74 ti� / / / { I ■ � --- - ---6W - .,w �-' ew--ew------ aw --- --eW 06.73 1NTIONPOND3 _ ■ g ! opo / ORMAL POOL 898.50 - 0.83 Ac. ! 910.91 I Sta:0+00= 37 tri / 01 \ 09.5 909.11 ! 1 �GQ' I 0 .90 / 10 /k 906.22 904.86 � / 2 -YEAR STORM 900.54 f f �o �n ,�. ., 06.97 / 10 -YEAR STORM 901.52 os 2 0,� Sta:5+ 14.93 C' I / �, IM 908.54 / / / 1 1 20' U.& D.E. "' .4 , ��', / 100 -YEAR STORM 901.88 1 1 / TOP BANK 904.00 - 1.50 Ac. i / 25' B.S.L PAD=912.2 I 1 I PAD= 11.2 09.95 25' B.S.L. 0 S orf' : �Clt IRREG. D.E. & L.S.E. ,c� / / ■ ■ �_� PAD=9122 n o 09.s AID , o _ 911.30 6 I I P t Y 7.5� '� / / ■ PAD=910.8 oss4 / " / n �o I I I ! 144 ■ 4 0 1 © o 10.42 �� 1 '; > 1 2 i so5.t = _ _ IE: 898.50 ; .- -o I 9,,.76 ( - - ---� l = / o cn vO° I ® I I 91 .28 < -7 IE: 898.50 IS •� 'a, I_ I o I _. f � 07.40 �' �' 904.8 , i '� +j z 911 i TO Z�. g 0 �� ; ► a oa.00, / 2 910 1 S 1 I ° I 1 0 09 `r 9 1 ( I �` ' 2�"S1 \ f 899 -- / o I I w 06.76 9 g08 /� {'� \� \\ 900 901 / ■ / 8 909 08 I I 07.20 906.76 907 �'�' % / / ■ I ( 907 50 �W "0 I 1 06.46 90 05.82 '✓ „ " Jp ®0.22 903 �' 906 I I `V ' 905.7 105.82 03.2 :,,'.:•. \� g,v'j o°" �j1-F RC / QRU I�--------------Y=- --- 904 ry4� 21 DREG. D.E. & L.S.E. �` _ _ � / � � 143 F,�Sbo --- --- - - �----- --------------- °. o Do --- _- 130E 15 --- -- 905.21 30' D.E. 905.2 906.16 30' D.E. P ®0.2 ° I I SSD LA RAL 1 I 04 - - - - - - - - , 15 ®p. �s .50 906.9 SSD RISER I 05.44 30' D.E. � (TYP.� D5,00 v� - 03.7 05.02 9 7J 7.10 I „ I 310L� RCP ® _ RIM 902.0 GP \ �QS5rLF RC_o 2. �t2"sr --�_ sT ,s's� t� „ - ., \ / IIA'� TO _BE PRE ERVED _ ' ¢�n;;; 6 B„SSD SSD- --- SD / -Y- - - - - TRFF ���i`- - 129 905.31 N 8 ,!Mi 8 " W - i� PASTURE l 6�2D0' ----- \ / m 1 / M J l r, ANDREW W. & z RHONDA L. CROOK m INSTR.# 87 17 NOTES: 1. THE THOMAS A. STULTZ AND ANSON W. ALMOND LEGAL DRAIN IS TO BE CRUSHED AND DESTROYED AND NO WORK IS TO OCCUR WITHIN THE EXISTING REGULATED DRAIN EASEMENT UNTIL PLANS ARE APPROVED AND THE HEARING IS HELD BEFORE THE HAMILTON COUNTY DRAINAGE BOARD. 2. ANY PRIVATE FIELD TILES FOUND ARE TO BE OUTLEfTED INTO AN ACCEPTABLE OUTLET. 0 /,, n n - rte- -- -x - - - -- - - T- ,._�.ti.�..�_�.�...�._.A�s_ti�^_,•.�.�_, 126 V'YVWVV"VV V' WYVV-V"�/"V�/VVWV-V 'MVV �V1/W-VVI-"�.1/1,'Y�WVVWV'Y-VVYV�/ RIM 903.1.3 - 12 f s■■ ��• ■�a -gas is **-a was- •aa of■ MISC, ..�■ •� N 89'59 ,38 W 595.85' b SOUT11 I_INF NF 1/4 NW 1/4 * SEC. 21-18-3 I- �N rrl -I J i ALJ 0 lz � lzn Q n m m M 905.31 N 8 ,!Mi 8 " W - i� PASTURE l 6�2D0' ----- \ / m 1 / M J l r, ANDREW W. & z RHONDA L. CROOK m INSTR.# 87 17 NOTES: 1. THE THOMAS A. STULTZ AND ANSON W. ALMOND LEGAL DRAIN IS TO BE CRUSHED AND DESTROYED AND NO WORK IS TO OCCUR WITHIN THE EXISTING REGULATED DRAIN EASEMENT UNTIL PLANS ARE APPROVED AND THE HEARING IS HELD BEFORE THE HAMILTON COUNTY DRAINAGE BOARD. 2. ANY PRIVATE FIELD TILES FOUND ARE TO BE OUTLEfTED INTO AN ACCEPTABLE OUTLET. 0 /,, n n - rte- -- -x - - - -- - - T- ,._�.ti.�..�_�.�...�._.A�s_ti�^_,•.�.�_, 126 V'YVWVV"VV V' WYVV-V"�/"V�/VVWV-V 'MVV �V1/W-VVI-"�.1/1,'Y�WVVWV'Y-VVYV�/ RIM 903.1.3 - 12 f s■■ ��• ■�a -gas is **-a was- •aa of■ MISC, ..�■ •� N 89'59 ,38 W 595.85' b SOUT11 I_INF NF 1/4 NW 1/4 * SEC. 21-18-3 ROBERTA B FOSTER DEED RECORD 343 PAGE 273-275 0 20 40 60 80 HORIZONTAL SCALE: 1"=40' � � O N �N J i ALJ 0 `u � O � lzn Q n m m Z x -I NOTE5K rfi Q D 1. kCORAVE SIGNS, IRRIGATION SYSTEM TREES, LANDSCAPE MOUNDS, LIGHT O co POLES, AND OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT-OF-WAY. CO 2. UTILITIES CROSSING BENEATH 141st STREET MUST BE PUSHED/BORED. ROAD zC n n CUTS ARE PROHIBITED. W O 3. DRAINAGE STRUCTURES AND OTHER UTILITIES AFFECTED BY THE WIDENING OF n r , Cn 141st STREET WILL NEED TO BE EXTENDED. m 4. THE EXISTING REGULATED DRAIN TILE SHALL BE CONNECTED TO THE STORM M DRAINAGE SYSTEM ON THE SOUTH SIDE OF 141st STREET. THE EXISTING ' DOWNSTREAM TILE SHALL BE CRUSHED AND ANY LATERALS SHALL BE CONNECTED TO THE PROPOSED STORM DRAINAGE SYSTEM. 5. CURB RAMPS FOR THE MULTI -USE AND WALKING PATHS SHALL BE CONCRETE. ROBERTA B FOSTER DEED RECORD 343 PAGE 273-275 0 20 40 60 80 HORIZONTAL SCALE: 1"=40' � � O N �N J O J_ `u � O � Z Q Z U Z V) IIIIIIIIIII 111111 111111 111111 111111 W IIIIIIII �, 111111 w Iillllll J V) I z I0 U \\\\\\��pUttt 11111 U rNrgrrrrrr tel' No. / I PE19500055 ' STATE OF i WOODED BENCHMARK DATA PROJECT BENCHMARK: B t1o. U.S.G.S. Disc stamped 93 RHP located at the southewest comer of the intersection of 146th Street and Ditch Road. 2002- 6 B.M. ELEVATION =903.371 DA TE: SITE BENCHMARK 01-31-03 Railroad spike in East face of o fence corner post. Post located +/- 20' south of the centerline of 141st Street and +/- 35- west of the centedeline of Beaument Blvd. SCALE.' B.M. ELEVATION =905.77 1 " = 40' 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE 1-800-382-5544 SHEET No. YOU DIG ITS THE LAW * CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA C2.2 I r r I a