Loading...
HomeMy WebLinkAbout04050131 As Built/ , / --� _- , -IQ 2.1 FO'�ONTINUATION ' _SEE SHE C' ' __ ;� I ° 907.36 - I I 899. I RIM 904.0 0 > = SS RISER) \ \ m 07. r' / ("� In I n cn i so7.o2 IL61 5 i'r1 ( ( I �' I 0 1020 sf 1 + I 6 00 I I I o 1 Ej I I I a / s,� 1 °° I nCD Cf) I 1e� I I a1 t2 n o 0 ■ - t 1 > I / ,, 10, 0 sf II I 901.0 W(10 � • ` �7 t 1 s 'La • 4, t''.., � � 1.; • I cn o / ,;:, ( I cn 1 / o iN, Y ® j W rn ( 1 I - I _ _ 2 _ - F9_07 04 o W J n D +°o I 9 6 0 S f I i I , �� 11 11co _ I / i. ( , c> i o /LAJ 1 cr I I I 90 6 N a U O J o z / % 1, 7 p 0 I 1 ,� / \ _1 O ' / 904.41 I I S cr1 n / ® I - v I I "' 600 sf� / ( Q� �, I i.;. o (� I I o X t; I SSD LATERAL l \ i - ' / o' � 1 ¢. / �' r 7 LID 1 I r,- - 9 6.2 _ - , 2 00 i I ^� �% I O o � o r I ( Se : O rn,..,, 904.7 I I �/ I c� a U ( I O D ( 0 I ( I 7 03 to%;.I / \ X11 T c� I I / I I I a 07.26 - ' , - - I \ i I -� .F, / OETENnON POND 2 - .� rr _ �...j 1 I - -� > 0 7 a W W \"Lot- NOR � > o "' f / I I - - stall / ' NORM POOL 899.00 - 1 0 Ac. r o, ' I / , m I 96 0 65 N IOU,/ 07.08 I I 90 . }, r -U o I ` I Lo 01 - / YEAR STORM 901. n .. n I �� I ( 0�j n 1 kn 1 O I&YEAR STORM 902. r � i � N vi `^o° I I I I Cr) / o �; s� 1 I o E' / 01 CZ) cn I i 1 100 YEAR STORM 903I I ( �^ I I o 1 1� \ j / v i I I 1 i cn o 'n w 1 > II II TOP BA K 905.50 - 3.9 rn 9627 S ( 6"L� I p Z 3 IRKEG. D.E. & L.S.E. n r� * I �® v Io I I ' N / II o I I U) '� I I N I 905. - - 905. _ - 03. - COMMON AREA �C� I I 06.55 I w o I r _ _ / I I N _ 9 8qsf 4 _- 1 I °, w Z 8 e O0 o I I v c"•.. rn' f \ ILn E 69 \ , / 6.19 AC . I I � ( 1 7 � I \ �' ( so .5 I o o N N LL'' % i / o ( U,1. _ _ 906.2 i _� , I ® 2 I \\ / IRREG. D.E. & L.S.E. , °' I ' I ;, r, I o o v o 0 0 � RIM 90 .53 1.1 9 0.2 9 I I ,, .-, Q � I 1 I 905.1 90 91 0 / 06.58 I 1, ° �_-_' J / V \ / ° 07.38 g �' ,-� RIM 905.7 I 11 00 I 1- > 46 " N o o o o c3 k 5% 5.5 �, , o to 15' 0. :.! / 1 I \- I"O �J 11 `;''4 i \ p I ao 50' /W / O I I 1 , \ _ � \ I i 903. / ( N 1 I t a 906.61 0 .95 /r \ i _---- w; 1 1 v '` o /] r� 9 1 9 3 S f 0 28'68 I D7:2 r 1 I I { °° \ W a \ 6 I rn' 90 4 , -, 7 I 905.4 i \ 1 PARCEL Bl s 10 91 sf 109 I� 06.071 �� / �-- - _ - - �06.07 � �. X108 \ °j�•<•'k \ � s• _ M.E / 16.512 Acres 04 ® RIM 906. ` g O N \ / 5 '' ;,�a ` \ ' 904.7 -+ I 906.7 �5 I /St0:114+080.48D.E.Cr 0 1 a \ ,RIM 90 2 �/ =; `- `f �soa•7 ^ ( sos.a 906.8 719271 Sq� Ft. �� 12 61 sf ' nA 5.5 ;;w. 9 •6 - - _ 905.8 1 -- 0 ° ,y 6L '�8p �� C'n. 905.3 w I06.25 L__ _ Cp `O k�- at' y I�Mq.scx"� "X. 4an \ \r: ' F 141 / p1 V W co j A 1 \ O ll \ 1( ,` \ \ ` \ \ s 0 0 / 905.5 . � g 4.5 \ \\ 904.5 1 j IE: 899.40 / }y \ 05.78 o,f � W 06.68 `' .37 907 5 � �, i J• h I �.54.� -• ), 907.21 <~. '"` \ �' F, °� \ Conc. ��/ h �1 S 89'50'15" 06.42 1 . OVERALL 5 ° q9n� a-��. t,. \ \ \ �. �- \ \ \ \ -- �' J q W �� 905.3 F \ HeadwaN 05.5"M Waft o 20.012 Acres No 871731 Sq. Ft. �• g9°�° ,.�.., \ \ \ 6.88• - ( / i � \ ����, w• 0, � i' \ � 7.. 909.11 06.22 � .�.\ \ \ � / `� � _f - - - - - -- - - -- - -- - _ M 1 =.�° °� \ I \ 121 sf _�_ t� \ N 1 ,�' B..W - 8..W____ w rn \\0 /r / �: 94.3 \ 04.3 ,�0 � � 066 � ^� t \ ,�,�� �a � � oo s .1 a� � I _ - �o O 07.13 1 1 3 6 S f 0�0 !' i s 1 - - - 906.5 I 906.8 O O . J ■ \ � I - _ _ ,` c° s � OCa 2p, � ,r � `• � 905.3 � � � �\!t / i '�`7� ��// V M 1 0 c� Or . >>- 06.57 C 3> 903.7 8"s �':� �'' _ 110 .- -- - - $ sos.le Q I os.7 \ °J (! '°. -f- ` d x f V 0 Pic/ - v \ \ A 9 X09.11 r 908.4 9 905.6 '� �- , e' S 0' U_D.& S.S E S ■ \ > , i .t, s RIM 905.96 \ ( \ \ nSS\ q�� 3� 08.36 1 ��'�`, L 1/ i g G�i �= --- - I \ z s GP 905f37 4. a y' \ Ze9 ey' S M9906,..,7 RSM 905 7I.%UJ 9 ppD `3 oa �� 214 PAD -907.8 =908.1 - 0838 s /� \ \ / s T n IA z „ _ �1 e ` 4 , 6� . , �9 `^ \ s.9 RIM 90 .62 FGP=903.88 P=90 3.8PC I Q 07.70��. / � � I � �•�o \ D5S0 Va0 •i„' B i \ " ,!��y � �'� '\� app,' J \ I 907.76 r o / d?s ISS, 207 ' \ 5 vR8 \ \ �"A 907 ( \ / � ��� f t�\� L� 904.4 L \ I \ ! �- �' \ / / A •ql 07.53 RIM 907.71 - \ ®m�' �\ 9os \ i / ,c �C, \ ( � -_ `- - - _ - � - � � 905. 0 / ��9 II�� 907.4 I � \ � �. ' � �a �00� / 904.8 04.8 H.Pt. I Q p QP i� 905.1 1 IRREG. D.E. & L.S.E. / oa 07.73 - r \ GQ \� Q � - - - - - ..' S �� N�9 �� 906. � 1 908.32 / \ �.1 \ c a 07.72` - N q2 O \0 QE _ "�4 9 10854 S f 07.66 08.30 \ 4 0SS vN 04 $ , /' � �a � � 2CF �2 90� 9 4. l -�° _ - - °° f.`�� 11 t \ 10802 sf 0 �2A2.24 , ,., tom J. Y d I 9o3.Y - oF-- 00 O 07.28 ^ 9°7.19 �% 907.17 / / / 07.94 Sta:0+00= 08.0 ° ti _ _ p 07.35 RIM 9 .30 ■ f __ -- - _ - - - - ° / Sto:10 46.58 P W0,326N al 00 v ry 8" 4. ANIMAL ARD AT 9Q4.4 c n nj 906 - J I 07.83 9 - -- - / ^ RIM 7� W p _ a"w 905.7 ,\ OUTLET 2 - ' _ _ _ 901. 902 903 904 - C) �: O) 9 6.9 908.96 908.96 L- - - - � / \ - - _ - - r.: 1 904. \ 904.3 901.3 ■ ' 909 909 27 07.88 / 7 12 ST - 1 _ I 906.3 1 ' ?� - i �O I 16 1 910 - - -- -- -- 1 CO / ) 0b (1l 3 112 �' a �� ■ J ? f c 00 910.08 910.08 911 1 06.95 E• 907.29 07.63 00 / R!M 907.80 ►:'. a 912 911.00 91'.00 - -- - - - - - /O ! \30 / ' +,.< 1899.50 a - S C - - 908.08 1 7 0 3 s f Qr / / , ae , % -`- --- --- - -- ;- - ', \ d / O � o I 910.81 i 39 QP �� f / g0a 905.2 va - J o .8 4 21 6 909 13 410. 4a7o3 PAD13a [-�\o r ° 09.04 I OR 113 r�. 904.4 \ �1 ® 911.92 1 1 121 sf 1 y � �o� \ /i i M 907.32 FC/P-903.88 EGP'g0 T'1 904.9 \\ \ \r: 9 - \� �O IN� ALL BREATHER T� N] °' 1 _ PAD=913.jo / 910.96 09.45 / 0 �/ 90 �� `� - - ON EXISTING TILE PER Z Q s _ 25' B.S.L. ® 0 a / 1 90)) / J O 0 .9 �\ \ _ i NOM.TCO� URV. DETAIL 1 �� / / N 9 4.4 1 \ \ 3 / / ;' / 1 9 1.39 9600 sf 9600 sf 910`- ��� ?/ / ~sus © ta ? ( PAD=913.1 \ i \ o /\L PAD=912_8 j - �_ - 4 - - 1 0 �` ���F �/ // 2 ��- / 12517 sf o / \\^\ Q2 13 0 . O� / T / � / I 209 / PAD=911.1 RIM 909.50 1 \RIM 8.54 ti� / / , , 908 ' 1 05 s 905.0 :" / I 9 ■ 07.92 j \ 910.8 25 B. .L_ PAD=910.6 ____� ■ °� \ i i �_ PAD=911.5 1 2 D.&S.S.E. i 20' U. D.&S.S.�. s"s \ A IRREG. & L. .E. 0 g•'S 8"s 8" 84 S"s 909.40 ' 910.2 \ - � 08.52 o ,ri 10.75 910.47 / S 89'5927" W 910.00 - U1 \ 335.00' o o 09.37 RENEGADE w o, ��aa i 135.02' D.54� 0 09.9 ( 0199.98' C ' ^ D8:82 0 r - - - - 0 1 .1 __fids i i Q o s COURT c 18 --- - ---bw -hd .,W aw -----sw------ aw - - ---ew ° v1 / ° ,jr � 909.11 / Sta:0+00= 9 66.2z soa.s6 os 2 \ ��h Sta:5+14.93 �"' 20' U.& D.E. c _ PAD=912 2 25' B.S.L PAD=912.2 i (� o I PAD= 11.2 09.95 25' Bs.l. ass --"PAp-_g10 a ' n s1t3o 1 I I D I 1 1 PAD=910.8 1 09.84 to 1 In I 1 ��� 1 21 911.76 I I o I J 10.42-I L I V�J- �� 91 .28 269 IS L- - J -I L I -0I I- - I Z Q r� 9, I rn �. --1- 91 IJ It I J --� L J.JT $__ O I I _m_ _- i 90910 - �, I 1 3 1 06.76 909 �' 908 ■ 8 08 N I I 07.20 06.46 906.76 907 ■ I 907 1 50 /W ■ 90604.88 I I 905.7 05.82 0 00 -- 130LF 15" -�- - `0.2-)I I SSD LA RALE I 905.21 30' D.E. 905.2 906.16 30' D.E. P ®SSD /RISER 30' D.E. / .50 906.9 I O6. 4 05.44 \NP') D3.57 2�5LF RCP ®0.2 05.02 907.1 7.10 t8„S „ I ted 31OLt` RCP 2 ST 12"ST ST fi'SSD --fi __- _-c'_SSD__ SSQ _- 129 sos.ts - r- I r• ) c I � T� m 905.31 N 8 1 " W - ll � PASTURE / 9 906 J ,o' ° E ,/ IE_ 898.50 905.3 - � 1 1 ',1 / / _ ---- \ \ � � ■ / r; - \ \ I • 06.73 ., �.... / • Bgg 9po 9 �o \ \ Z o� 1 1 sf a.. _ COMMON AREA D IIIIIIIIIII s.7cQ o go �� L P -- / ;3.70 AC. 1 > \ IRREG. D.F. & L.S.EO903�990� 89 08.74 w 1 II 111111 OEMM10N POND 3 06.73 QP ORMAL POOL 898.50 - 0.83 Ac. , _ II ' 2 -YEAR STORM 900.54 IM 908.54 06.97 / 10 YEAR STORM 901.52 ! W 100 -YEAR STORM 901.88 � ' W � o S / ,R, � � � IIIIIIII ' / ,1 1 TOP RREG.9D.E. L.S.E O Ac. 7 , � 7.5 \/ � -_ 144 � / ■ W IE: 898.50 ■ IIIIIIII ' 07.40 904.8 24•.51 \ 899 ° A Z i �`+ r 1� \ 900 I I O 901 82 03.2 \ ��° : �o�' Y°°� RCp ®o l ` ' 902 _ 903 i 0 4F ° 2A�IRREG. D.E. & L.S.E. BRUS��i'-------------- � �---------------= ------ ------ ------ \ � 15 ®o' ■ ,, , 03. 2 05.00 i � PR SERVED _. °\` -- " E --- - „- ti _ � 04.94 - - - v t � ��.�.tin �.,,,����.,.,�.L,_.�� _.��,� �_ .._, \ , ._ tip_,. _,•._„ ,. � � ., , �_ � .� . ." �. •�,. No. .- ., ., . - - � _ \ Yom/ Y-y"/-Y"Vw�/Y"YVV'7lVVY1.'-VVVY-Y Y W�`YY'Y�/`-`•/-V'-V Y'Y"-VY�-Y V`VY.'�/-Y-YV�Y�Y-Y'W V"V v'V '✓ �'"��'-.. V�"YV`Y'�VY�YV Y'v Y YY V..V.v..�;V.V.Y'Y"V�' v - I PE19500055 �I OEM - - -�---- - -- - - -. RIM 03_1.3 -NII ■ a ago- a a ■ a a a ■ a a3 a a ■ ■ ■ a . ■ �� STATE OF \ ------------ ------ / MIS / N 89'59'38 W 595.85' ,'��,`, b SOUTH I -INF NF 1/4 NW 1/4 0 WOODED BENCHMARK DATA PROJECT BENCHMARK 008 Q, U.S.G.S. Disc stamped 93 RHP located at the southewest corner of the intersection of 2002- 6 ANDREW W. & 146th Street and Ditch Road. DEED RECORD 343 B.M. ELEVATION =903.371 DATE: RHONDA L. CROOK ,C) / z 0 SCALE: of 141st Street and +/- 35- west of the centedeline of Beaument Blvd. �z o INSTR.# 87 17 1 " = 40' Cf) CO 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL ,� A WORKING DAYS BEFORE E 1-800-382-5544 SHEET No. YOU DIG IC5_THE LAM( � * CALL TOLL. FREE NOTES: C).;;uD 1-800-428-5200 FOR CAI LS OUT90F OF INDIANA C2.2 0 20 40 60 80 HORIZONTAL SCALE: 1"=40' NOTE N LIGHT 1. ECORATNE SIGNS, IRRIGATION SYSTEM TREES, LANDSCAPE MOUNDS, L G 1. THE THOMAS A. STULTZ AND ANSON W. ALMOND LEGAL DRAIN IS TO BE CRUSHED AND DESTROYED CU �OLES, AND OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT-OF-WAY. AND NO WORK IS TO OCCUR WITHIN THE EXISTING REGULATED DRAIN EASEMENT UNTIL PLANS ARE C (D 00 2. UTILITIES CROSSING BENEATH 141st STREET MUST BE PUSHED/BORED. ROAD APPROVED AND THE HEARING IS HELD BEFORE THE HAMILTON COUNTY DRAINAGE BOARD. _ m 01 'T I CUTS ARE PROHIBITED. 2. ANY PRIVATE FIELD TILES FOUND ARE TO BE OUTLETTED INTO AN ACCEPTABLE OUTLET. z ,C_> C4 O (/) 3. DRAINAGE STRUCTURES AND OTHER UTILITIES AFFECTED BY THE WIDENING OF 141st STREET WILL NEED TO BE EXTENDED. _Ps M 1 4. THE EXISTING REGULATED DRAIN TILE SHALL BE CONNECTED TO THE STORM 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. WOODED BENCHMARK DATA PROJECT BENCHMARK 008 Q, U.S.G.S. Disc stamped 93 RHP located at the southewest corner of the intersection of 2002- 6 ROBERTA B FOSTER 146th Street and Ditch Road. DEED RECORD 343 B.M. ELEVATION =903.371 DATE: PAGE 273--275 SITE BENIQH4^RK 01-31-03 Railroad spike in East face of a fence corner post. Post located +/- 20' south of the centerline SCALE: of 141st Street and +/- 35- west of the centedeline of Beaument Blvd. B.M. ELEVATION =905.77 1 " = 40' 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL ,� A WORKING DAYS BEFORE E 1-800-382-5544 SHEET No. YOU DIG IC5_THE LAM( � * CALL TOLL. FREE 1-800-428-5200 FOR CAI LS OUT90F OF INDIANA C2.2 0 20 40 60 80 HORIZONTAL SCALE: 1"=40' 1 -__ 0 I I 0 I 0 I I