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HomeMy WebLinkAbout05030007.5400.78' 235.50' BLOCK 'B* 1246.7f 60.86' 2- 20' DU&SE R_OOQPL IN__,;7 20' BL BLOCK 'A' 201 DU&SE 2 1.05 AC. 201 EL 9,475 S.F. 3 7,627 &F;�, 4 5 7 8 287 21111111 2W -4 7,186 S.F. 6,101% S.F.' 5.7W sF;Q 6,&g IF q 6,5M SF.,,, 11 140.00' ell 211111 29 24 2111115 2N 7,03 S.F. 9.318 S.F. 5= IF. 5,786 S.F. 5.759 IF. V53 IF, 5,736 S.F. k72o IF. 5. 703 &F.�:: 5,751 &F.� 505 &F' 200 HOL-r=Y MOLEY SAYS 6,W0 IF. "DON'T DU&SE 7,W0 S.F. �S_ MVI)IJ&LE�_ __ — __ — — — — 0 50-owo, 50.00' 50.00' 50.00' 50.00, 5O.W Do' 5O.OT 60. 140-OU 10' rAIA,.;F 140.00' 80.00, 50.00' 50.00' 1 71 1 611�84 5600 50.00, _50.00' I - K _U - 10' DU&SE 7.49 .87' d I 017111IF 1O'DU&SE 42 DIG 250 -0—lyw 10 BLIND" 7,ODD S.F. 6,000 S.F. T_ 140_K�� 153 17 16 15 114 13 12 140.00, 155 -8 154 152 151 150 149 148 E� 9 6 c5 d 6 000 SZ9 722DWO S.F. 9.600 IF. - 6,000 Sr- 6,000 S.0 6,000 &F.P 6.000 &F. ! -1! 6,000 &F.� 000 &F�� fiX IF.= �2 &,ODD S.F. 7.4105 S.F. 10,635 S.F. -120' BL 9, 4 S 20' BL 2FD—U&SE 7,4W96 6.751 S.F. , - '8 147 Is 'R 6, 6,000 S.F.6 6,000 S.F. 6. 19 6,085 SFA 000 &F-6 11 278 F. B..514 51. — 20' DI VA&--- 1 20 DU&SE F 'ITS THE Will ___5­O__0_0_'_T 50.00' 50.00! 60.00' 1 120.00' 120.2L 1 7.00' 1 50�00` 50.00' 1 50.00'--1 —7100 1 50.00' 1 50.00, 111 .94, 144 CALL 2 WORKING DAYS B90RE YOU DIG 44.65 lu - - 7 Z i - - 7 in IF Will 1-800-382-5544 360 If RM .1 Is, RICIP CAL TOU. ME PER INDIANA STATE LAW IS-69-1991. BLOM V 1 143 IT 11 AGAINST THE LAW TO E)(CAVATE %00' 50.00' %Nr 50,00' 50,010, %00' 50.00, 55.00' 5.14T 7.128 S.F. MTHOUT NOTIFYING THE UNDERGROUND 41.34 AC. 11� LOCA ON SERIACE TWO (2) WORKING Z30ZG42 S.F. 20' DUA DAYS BEFORE COMMENCING WORK. 20i 60 V7 5B 50.00' 50.00' 50.00' 50.00, 120.00 iOO.OU 60m, ASSUMED NORTH A U14 S.F. 'D SCALE: 1 =100' &OM C. cs 142 23 24 -8 163 '8 21 102 IN is in .5 164 0.25 C. 7,373 S.F. 0.28 AC. 6 6,OOD SQ 6,000 S.F.g 6,000 S.F.6 6,000 &F.R 7,200 S.F. 120. �1_ -, \ - -1 % . iZ348 S.F. 7 i`= S.F. 6,000 S.F. 6,000 S.F. 6,000 IF.- 5,001) IF.- 6. S.F. 6,000 S.F. - 6.000 IF- 7= IF 11,047 S.F. V5 9 $1000 IF. 15' DU&' 1 141 �7 00�. IF IR, nil i�l j 26 _ 7.160 S.F. 15- -DU-BE iq 1 120.00' 517W -.00 w. 10' DU&SE 140.00' _-D DU&5E F_ —15 DIJ� it, DU FLOODPLAIN 2! V5 9 1 140 7,000 S.F. 1 2 000 S.F. 1 175 1 ISO 120.00' 6,000 IF. C35 34 33 32 31 140-(Ai - I _8 167 30 74 173 172 171 - 170 '8 89,614 S.F. -6 6.WO S1,86 6,WO 29 8 4 8 Syg kOOD &Fg 6,000 &F.9 fi-OW &F'9 UM Id 120.00, 16 9 S.F_'� 6.01M IQ 6,WO S.F.8 6,OW &FA 7.M IF IF. 9 VW 6,001) &F.5_3 6.000 S. �1_ 28 -2 8 les 9 1-8 37 X0 9,714 S.F. F. 20' BIL — 14 IF. 61000 IF. �My BL_ 120.00' ---TO —DU&SE 100. 60 50.00' %00' 50.00' 50.00' 1 50.00' 60.00 IOO.0TT TI 'L?' 60.84' 120.04Y 7.= IF. FLOODPLAIN rd if 43 V d If RIP/ Existing Storm Sewer e4 --- --- New Storm Sewer 20 DU&SE 120,00' Existing Sanitary Sewer 7 IF. 40' New Sanitary Sewer 136 383 102 182 41 175 177 178 -8 170 -8 180 -8 181 6,000 IF. 38 37 38 30 _8 40 10,714 S.F. 9-1 BLOCK *r 1%714 IF. 1 714 S.F. 7,2DD S.F. 1 120.00 Existing Contour 9,450 IF 7AW &0- 7.WD &F�� 7.000 &F.�� 7.000 1 F� 0,131 S.F. 7,000 &FY 7,000 &F.� 7.000 &F.5 k40D IF. 120.00' 1.48 AC. 12O.DU 9.450 IF. 120,06' 21 b N Existing Elevation Z4 �Q 193 1 sq 6,000 IF. New Pavement Grade 7= IF. �i L 42 POND # 6 3 b- -55, 6.000 IF. S __15' DU&SE OU&SE 740 IF. 10 10' DU IT! r- 1W Iq N&SE F _ME­_­I Match Existing Grades J1 I 1 0000 I )U&H L: D 110 51 All Other Finish Grades d N P17 10- DU&% 12 _f _DU&SE 43 194 6,000 IF. 11,000 IF. 6,0W 1 1 3M C000 IF. 120.00' 1111,111 Corrected Grades 48 47 40 45 120.00' 120.00' Igo in 187 -8 's, 7,2W S.F. 9 %100 IF. 6.ODO W 6.0W &F8 6,000 &F.9 6,01M S.F. 9 135 Storm Structure Number 7,2W IF 8.100 IF �14 IF. 6,01DO &F�g3 11,DOID IQ 6,W0 &F� 14000 5 120.W Sanitary Structure Number z 41041 8,314 S� 6A IF. (D S.F. S 20' 91. _L f I U&SE LJ124 F. I - ­5 TOU&SE — 134 .8 67-50' ­Koo, 50,00' -%W 50.00' 1D 20' D 100.00 67.50' 1, 5; 3o 419 6,000 IF. 510.00, 120.00' Denotes Elevation and 7,7M IF. Ve if 133 1.2 000.0 Approximate Pad Size U-11 AC. 7_�, kNO S.F. 5; ------ 50.01) 50.00, 1 55.w 1DO.017 67.50' 0 W in, . I I Flow Arrow 7,724 &F. iiL 20' QV&SE — 8 20' DU&SE 0 -41 mw — 20'a7 14415 IF. 22 132 6" Subsurface Drain 3M 1 S.F. I IF 9 8,000 IF. 14,541 IF. 8.34 S �n 108 -8 197 's 111118 �8 100 -8 2W -8 Swale Jac 120.00' 7.724 SF. R 100 IF. "w &F.- eiooD IF. slow sr- kwo IF.- 8.100 S.F. 3 R Water Main 9.51 213 91 610W — 15' DU&SE S.F. s 6,0M IF. Denotes Pad with 2' or 4a 120-00' 10, f Ir RIP 1,2 .21 More o er ripping 214 130 14.302 S.F. 6.000 IF. IF. Z r%000 S.F. 120.00' Do' 120.00, 211 -8 2io -8 2m -s 2V ':� + 8,182 S.F. I- R 9 a 206 7,724 S.F. 363 r1r 8.100 S.F. M Bt. DAM bt. 5.0ou st. 5,0UU S.F. 9,100 S.F. 129 Existing Trees 8,093 IF 13 6,00D IF, 20' EIL 8.31 &F. 12000' Existing Gas Main 7,10 20' DU&SE I GO 00' 50.00' 67.50' 1 Our Existing Telephone 128 100.00, 6,0W IF. L 7,724 S.F. T" 1 120.00' Existing Water Main — �5 U Existing Flowline No I lap. 100.00 67.50'(9 0 20' DU&SE 6,0D0 IF. Existing Overhead Utilities 9 5 7,537"S.F. Ile 20' BIL 120.00' 22 Emergency Flood Route J4 S.F. nD -8 0 9 1 126 1MOU 216 -8 Z7 's 210 _E� 6,0W IF. 14100 S.F. 6,01W &F.F� 6.000 S.F.- 8,100 F. 385 1 .�g, -4 gl 7 9M S.F. C/ 20' DU&SE 70 Or@ 6,OOD S.F. 4000 S.F. 125 0 r 6.00,0.%, --1T--0U&5E __ w - W. . 0=00 IF. L G 120.00` 3V d 1 f Del _�IDDO S.F. EXISTNG WOODED A 224-- gj 72M S.F. __15' DU&SE I 1 8 " 1 124 71 a!I %ULPU �Lr. 5!1 s M j4 120.OU '00 S U R mtIF. F. o' 12O.W 1 0 0 M, _8 Z5 � 2� 228 2V 2 77 78 75 73-1 BLOCK 'r I Z -8 1 __L //Z 8 74 -g 9A ST. 7.= IF. 7,000 IF. 7,000 IF. 7,000 IF. 1 W 0.62 AC. 9. S.F. 9 9,131 IF. 7,0W &Fi 7.(OMOG 164w Sal 72 235 225 123 7,200 IF. .5 11. 6.0D0 IF. a5 �2 27,157 F. - 1Ekr14 5�. 40' BL 14117 10.714 5. 120.00`1 120.00' _�Y DGia — DU&K 2V MOE 20' 00 26 100.00, J., 67 1 50. 1 511007 A-__5DW 67.50- 1001.00' R 4&9 5O.W Do' 50.w 6aOO, 1/! 72M IF. . I #_ - � -.,4 P\ It All ja — I 131d 4f III a if Rep 12OOU !RL�! -IS* RCP I I - `F� I _. 1 1.. Ile 120.00' 1111111111111111111116— ___ I V 0 S. 20' I)U&SE 71 20' DU&SE Q-) Of 15- KP-" — 20' 9L 122 1_8 "T 21 M N 6,0X IF. Is 2 81. 02/21/2005 20' BL LI -8 78 -a so s -8 E "1 �Z 55 8 k314 S.F. 5 D 51 52 53 54 - 6 7,815 IF. 600 &F-F 6,000 &F-�!! - 140M IF 7,ZW sr.l. 120.00' 8 c5 S:! 230 6 of I RT 125 00 15' DU&SE I ) 20 56 9 — 20'a7 14415 IF. 22 132 6" Subsurface Drain 3M 1 S.F. I IF 9 8,000 IF. 14,541 IF. 8.34 S �n 108 -8 197 's 111118 �8 100 -8 2W -8 Swale Jac 120.00' 7.724 SF. R 100 IF. "w &F.- eiooD IF. slow sr- kwo IF.- 8.100 S.F. 3 R Water Main 9.51 213 91 610W — 15' DU&SE S.F. s 6,0M IF. Denotes Pad with 2' or 4a 120-00' 10, f Ir RIP 1,2 .21 More o er ripping 214 130 14.302 S.F. 6.000 IF. IF. Z r%000 S.F. 120.00' Do' 120.00, 211 -8 2io -8 2m -s 2V ':� + 8,182 S.F. I- R 9 a 206 7,724 S.F. 363 r1r 8.100 S.F. M Bt. DAM bt. 5.0ou st. 5,0UU S.F. 9,100 S.F. 129 Existing Trees 8,093 IF 13 6,00D IF, 20' EIL 8.31 &F. 12000' Existing Gas Main 7,10 20' DU&SE I GO 00' 50.00' 67.50' 1 Our Existing Telephone 128 100.00, 6,0W IF. L 7,724 S.F. T" 1 120.00' Existing Water Main — �5 U Existing Flowline No I lap. 100.00 67.50'(9 0 20' DU&SE 6,0D0 IF. Existing Overhead Utilities 9 5 7,537"S.F. Ile 20' BIL 120.00' 22 Emergency Flood Route J4 S.F. nD -8 0 9 1 126 1MOU 216 -8 Z7 's 210 _E� 6,0W IF. 14100 S.F. 6,01W &F.F� 6.000 S.F.- 8,100 F. 385 1 .�g, -4 gl 7 9M S.F. C/ 20' DU&SE 70 Or@ 6,OOD S.F. 4000 S.F. 125 0 r 6.00,0.%, --1T--0U&5E __ w - W. . 0=00 IF. L G 120.00` 3V d 1 f Del _�IDDO S.F. EXISTNG WOODED A 224-- gj 72M S.F. __15' DU&SE I 1 8 " 1 124 71 a!I %ULPU �Lr. 5!1 s M j4 120.OU '00 S U R mtIF. F. o' 12O.W 1 0 0 M, _8 Z5 � 2� 228 2V 2 77 78 75 73-1 BLOCK 'r I Z -8 1 __L //Z 8 74 -g 9A ST. 7.= IF. 7,000 IF. 7,000 IF. 7,000 IF. 1 W 0.62 AC. 9. S.F. 9 9,131 IF. 7,0W &Fi 7.(OMOG 164w Sal 72 235 225 123 7,200 IF. .5 11. 6.0D0 IF. a5 �2 27,157 F. - 1Ekr14 5�. 40' BL 14117 10.714 5. 120.00`1 120.00' _�Y DGia — DU&K 2V MOE 20' 00 26 100.00, J., 67 1 50. 1 511007 A-__5DW 67.50- 1001.00' R 4&9 5O.W Do' 50.w 6aOO, 1/! 72M IF. . I #_ - � -.,4 P\ It All ja — I 131d 4f III a if Rep 12OOU !RL�! -IS* RCP I I - `F� I _. 1 1.. Ile 120.00' 1111111111111111111116— ___ I V 0 S. 20' I)U&SE 71 20' DU&SE Q-) Of 15- KP-" — 20' 9L 122 1_8 "T 21 M N 6,0X IF. Is 2 81. 02/21/2005 20' BL LI -8 78 -a so s -8 E "1 �Z 55 8 k314 S.F. 5 D 51 52 53 54 - 6 7,815 IF. 600 &F-F 6,000 &F-�!! - 140M IF 7,ZW sr.l. 120.00' 8 c5 S:! 230 6 of I RT 125 00 15' DU&SE I ) 20 56 W 9,M IF. 15 DU&SE �2 247 I 8,31111�FVD' �g 6,000 S.F. 125.00' F�2 I FLOODPLAIN 4W 9 7= IF. 120.DO' 9.375 IF. 2,375 S.F. 15 DU&SL- 57 -d) M, M, F_ 7 7 9 9614 6,0DD &F.�-' 2112 -8 253 6,000 IF 03 10 al 61 00 59 120.00*( 7tM5 S.F. 6M UP kow I 7.2W S� 58 S.F. 6.000 &F.� UM UM LF. BA4 IF. AM IF.- 6.0W IF. 2 BL 7,2M — 20'a7 14415 IF. 22 132 6" Subsurface Drain 3M 1 S.F. I IF 9 8,000 IF. 14,541 IF. 8.34 S �n 108 -8 197 's 111118 �8 100 -8 2W -8 Swale Jac 120.00' 7.724 SF. R 100 IF. "w &F.- eiooD IF. slow sr- kwo IF.- 8.100 S.F. 3 R Water Main 9.51 213 91 610W — 15' DU&SE S.F. s 6,0M IF. Denotes Pad with 2' or 4a 120-00' 10, f Ir RIP 1,2 .21 More o er ripping 214 130 14.302 S.F. 6.000 IF. IF. Z r%000 S.F. 120.00' Do' 120.00, 211 -8 2io -8 2m -s 2V ':� + 8,182 S.F. I- R 9 a 206 7,724 S.F. 363 r1r 8.100 S.F. M Bt. DAM bt. 5.0ou st. 5,0UU S.F. 9,100 S.F. 129 Existing Trees 8,093 IF 13 6,00D IF, 20' EIL 8.31 &F. 12000' Existing Gas Main 7,10 20' DU&SE I GO 00' 50.00' 67.50' 1 Our Existing Telephone 128 100.00, 6,0W IF. L 7,724 S.F. T" 1 120.00' Existing Water Main — �5 U Existing Flowline No I lap. 100.00 67.50'(9 0 20' DU&SE 6,0D0 IF. Existing Overhead Utilities 9 5 7,537"S.F. Ile 20' BIL 120.00' 22 Emergency Flood Route J4 S.F. nD -8 0 9 1 126 1MOU 216 -8 Z7 's 210 _E� 6,0W IF. 14100 S.F. 6,01W &F.F� 6.000 S.F.- 8,100 F. 385 1 .�g, -4 gl 7 9M S.F. C/ 20' DU&SE 70 Or@ 6,OOD S.F. 4000 S.F. 125 0 r 6.00,0.%, --1T--0U&5E __ w - W. . 0=00 IF. L G 120.00` 3V d 1 f Del _�IDDO S.F. EXISTNG WOODED A 224-- gj 72M S.F. __15' DU&SE I 1 8 " 1 124 71 a!I %ULPU �Lr. 5!1 s M j4 120.OU '00 S U R mtIF. F. o' 12O.W 1 0 0 M, _8 Z5 � 2� 228 2V 2 77 78 75 73-1 BLOCK 'r I Z -8 1 __L //Z 8 74 -g 9A ST. 7.= IF. 7,000 IF. 7,000 IF. 7,000 IF. 1 W 0.62 AC. 9. S.F. 9 9,131 IF. 7,0W &Fi 7.(OMOG 164w Sal 72 235 225 123 7,200 IF. .5 11. 6.0D0 IF. a5 �2 27,157 F. - 1Ekr14 5�. 40' BL 14117 10.714 5. 120.00`1 120.00' _�Y DGia — DU&K 2V MOE 20' 00 26 100.00, J., 67 1 50. 1 511007 A-__5DW 67.50- 1001.00' R 4&9 5O.W Do' 50.w 6aOO, 1/! 72M IF. . I #_ - � -.,4 P\ It All ja — I 131d 4f III a if Rep 12OOU !RL�! -IS* RCP I I - `F� I _. 1 1.. Ile 120.00' 1111111111111111111116— ___ I V 0 S. 20' I)U&SE 71 20' DU&SE Q-) Of 15- KP-" — 20' 9L 122 1_8 "T 21 M N 6,0X IF. Is 2 81. 02/21/2005 (70 '8 -8 78 79 -8 so s 2M is DRAWNG FILES: 83 - 6,00D IF Fla n 8,914 IF. .. 6,0DID IF. I=- 15' DU&5E C) C) BA4 IF. R 120.00' 8 c5 S:! 230 6 of I RT 125 00 15' DU&SE I ) 20 V2 W 9,M IF. 9.375 S.F. �2 247 I 8,31111�FVD' �g 125.00' F�2 I FLOODPLAIN 4W 9 7= IF. 9.375 IF. 2,375 S.F. 15 DU&SL- 1 7� rin' -d) M, M, F_ 9 9614 6,0DD &F.�-' 2112 -8 253 6,000 Blow IF. 7= &F.1 %914 S.F. UMMM &Fj 8,914 IF. UM IF. — 20'a7 14415 IF. 22 132 6" Subsurface Drain 3M 1 S.F. I IF 9 8,000 IF. 14,541 IF. 8.34 S �n 108 -8 197 's 111118 �8 100 -8 2W -8 Swale Jac 120.00' 7.724 SF. R 100 IF. "w &F.- eiooD IF. slow sr- kwo IF.- 8.100 S.F. 3 R Water Main 9.51 213 91 610W — 15' DU&SE S.F. s 6,0M IF. Denotes Pad with 2' or 4a 120-00' 10, f Ir RIP 1,2 .21 More o er ripping 214 130 14.302 S.F. 6.000 IF. IF. Z r%000 S.F. 120.00' Do' 120.00, 211 -8 2io -8 2m -s 2V ':� + 8,182 S.F. I- R 9 a 206 7,724 S.F. 363 r1r 8.100 S.F. M Bt. DAM bt. 5.0ou st. 5,0UU S.F. 9,100 S.F. 129 Existing Trees 8,093 IF 13 6,00D IF, 20' EIL 8.31 &F. 12000' Existing Gas Main 7,10 20' DU&SE I GO 00' 50.00' 67.50' 1 Our Existing Telephone 128 100.00, 6,0W IF. L 7,724 S.F. T" 1 120.00' Existing Water Main — �5 U Existing Flowline No I lap. 100.00 67.50'(9 0 20' DU&SE 6,0D0 IF. Existing Overhead Utilities 9 5 7,537"S.F. Ile 20' BIL 120.00' 22 Emergency Flood Route J4 S.F. nD -8 0 9 1 126 1MOU 216 -8 Z7 's 210 _E� 6,0W IF. 14100 S.F. 6,01W &F.F� 6.000 S.F.- 8,100 F. 385 1 .�g, -4 gl 7 9M S.F. C/ 20' DU&SE 70 Or@ 6,OOD S.F. 4000 S.F. 125 0 r 6.00,0.%, --1T--0U&5E __ w - W. . 0=00 IF. L G 120.00` 3V d 1 f Del _�IDDO S.F. EXISTNG WOODED A 224-- gj 72M S.F. __15' DU&SE I 1 8 " 1 124 71 a!I %ULPU �Lr. 5!1 s M j4 120.OU '00 S U R mtIF. F. o' 12O.W 1 0 0 M, _8 Z5 � 2� 228 2V 2 77 78 75 73-1 BLOCK 'r I Z -8 1 __L //Z 8 74 -g 9A ST. 7.= IF. 7,000 IF. 7,000 IF. 7,000 IF. 1 W 0.62 AC. 9. S.F. 9 9,131 IF. 7,0W &Fi 7.(OMOG 164w Sal 72 235 225 123 7,200 IF. .5 11. 6.0D0 IF. a5 �2 27,157 F. - 1Ekr14 5�. 40' BL 14117 10.714 5. 120.00`1 120.00' _�Y DGia — DU&K 2V MOE 20' 00 26 100.00, J., 67 1 50. 1 511007 A-__5DW 67.50- 1001.00' R 4&9 5O.W Do' 50.w 6aOO, 1/! 72M IF. . I #_ - � -.,4 P\ It All ja — I 131d 4f III a if Rep 12OOU !RL�! -IS* RCP I I - `F� I _. 1 1.. Ile 120.00' 1111111111111111111116— ___ I V 0 S. 20' I)U&SE 71 20' DU&SE Q-) Of 15- KP-" — 20' 9L 122 1_8 "T 21 M N 6,0X IF. Is 9 6 " 6 6,000 IF. k000 a - I � 7,2M $,a* &1,9- 9= &I &Fe� L= &F-5 AW SF-?r M &F.r-- F�� -M IF -V jig 6.000 &.6 6.000 &F.�' Sf.- 7= & 7,128 IF. 11 as 20' RL 9,714 IF. 2U BL V14 &F. 2V BL — 20' DU&SE 20' DU&SE L j �� 5.84' 50.00- 1 50,00' 50.00' 1 60.00 I&OC IOO.OU 6O.0D* 5o.00, 5000' 50�x 50.00, .w 'Dw Ila 7,120 &F. r f If r ir Rep 117 13- iil� �10 \7.128 IF. POND #5 94 _70' DU&SE — 2V DU&SE 20' DU&SE BIL 8X7 IF. 20' BIL 105 116 BLOCK 'K* 05 -d IN - 0 0 �9 "0 112 -s 13 114 t 115 9.47 AC. go 9,714 IF. . :9 rl� - - 100 2, 101 - &F.F cl; - �1 - -1 . 6 W &F. 9 MW &F.9 - &F-t 6,OW &FA 6,000 S.F. i� k &FL- BJ74 &Ff- 7,799 IF. ! 5,984 1 F.!-'- 5,986 IF. 5,10 IF. 5,NO IF. 7.191 IF. - 140.00' VIM IF.!, IV. �9 kl� I 1 0 11 'in L 10' DU&SE 992 IF s — 10* DU&SE 10' DU&SE 4Y 60 Iry a�-W— .9 - _* — 100 5a ODW.2 1 57.71' 79. 0 g7 go in ----L _500gr 5O.W 50.00, R.00' 55.13Y 4OC'R 6 140110 00 to, 5&09 70.W 14OOD' _2100" 0o ol if KIP 31 211! W DO C_ BLOCK .1. Z5 as 6.99 AC. La 4i3l, BLOCK G 9= &F. 057 -8 35D,100 IF. h 2.40 AC. 9,233 IF, g- 8.400 S.F. 9 8,400 &F. 9 '11, 51CLOC, 600.00' U4 IF.. no 53-35! 35' 1 50-X KX 50.00' OV 50_01� 9,003 S.F. 00' 00 5000 KOO 51101T 50.00' 50.00` 50.00' 50.00' 50.00` 5O.OV 50.00' _�O DO 50 DO--. _�LDO 57.1f a 10' DU&SE i V 10, u4k% 20' BL 701 09 M 94, 1 20' DU&SE bld.4,� 423 -8 Am -8 420 8 419 Is �2 411 'S 410 '8 409 j� 408-18. 407 's 406 -8 405 '8 404 403 18 402 8 4(" 8 111 nry Oil 424 422 - 46 417 8 AS 6 414 6 443 6 6 6 425 9 - -0 - V �1_ alwo IF. $ L! - 6.000 S.F. L, M mr. %am IF.- 8,0W IF. - 7 6 g 6 g g �a -Z� 4M 8.165 IF. 9.6M - U W­ 's F. UM &F. 6.01W S.F. OW IF. UW r. _11�0010 &F.6 S.000 &F.�:' 6.000 S.F. - kWO IF. k F. - IF. 6,00� r000 &F.�� Um IF.' um IF. Um IF. 6. UDD &F.' 6.000 IF 4Z IF. U1 IF. 2U BL — 21T BL 20' BL 20' BL FOR CONTINUATION SEE SHEET P102 _21Y 6U&. 42111 20' DUAa A—I L�j — �4�Z" No 10100357 LC STATE OF DATM02/21/2005 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE I NTEI I ECTUAL PROPERTY OF THE SCHNEIDER C CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering nvironmen a ngineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 02/21/2005 (70 '8 -8 78 79 -8 so 81 82 DRAWNG FILES: 83 84 SHEET NO.: Fla n Z 85 9.714 &F. 14000' �5 9 I=- C) C) BA4 IF. R 120.00' 8 c5 S:! 230 6 8 20 243 '8 2" -8 6 - - 245 8 a 246- �2 247 I 8,31111�FVD' �g 120 FLOODPLAIN 4W 9 7= IF. (D 9 9614 6,0DD &F.�-' 6,000 IF. 6,000 &F.- 6,000 Blow IF. 7= &F.1 7- S.F. 6.000 &F.� UM UM LF. IF. AM IF.- 6.0W IF. WO IF.- 7,2M 121 2 - -81 a M8 8 - i � I 290 __�.MkSE-_ 248 Ed i - 6.0W IF. 120.06 S - 120.00' 161-72' 41.7f --7-T 771 y 7,0W IF. - 91 1� I '. 6.000 S.F. — — — — — — 6,000 IF. XAZ 1O'DU&SE 14o.00, 12O.DO' --awillill 1 RIP BLOM 'H- 120 6XV &F. 10 VU&5L F .1 87 Lr MIR - 8 BLOCK 7,000 S.F. s 0.25 AC. C) 0.28 AC. Iq TAU Cr all M 140.00' 1 120.00' 257-,s 25B -8 29 S4 20 2M 11.047 IF. 9 6 " 6 6,000 IF. k000 a - I � 7,2M $,a* &1,9- 9= &I &Fe� L= &F-5 AW SF-?r M &F.r-- F�� -M IF -V jig 6.000 &.6 6.000 &F.�' Sf.- 7= & 7,128 IF. 11 as 20' RL 9,714 IF. 2U BL V14 &F. 2V BL — 20' DU&SE 20' DU&SE L j �� 5.84' 50.00- 1 50,00' 50.00' 1 60.00 I&OC IOO.OU 6O.0D* 5o.00, 5000' 50�x 50.00, .w 'Dw Ila 7,120 &F. r f If r ir Rep 117 13- iil� �10 \7.128 IF. POND #5 94 _70' DU&SE — 2V DU&SE 20' DU&SE BIL 8X7 IF. 20' BIL 105 116 BLOCK 'K* 05 -d IN - 0 0 �9 "0 112 -s 13 114 t 115 9.47 AC. go 9,714 IF. . :9 rl� - - 100 2, 101 - &F.F cl; - �1 - -1 . 6 W &F. 9 MW &F.9 - &F-t 6,OW &FA 6,000 S.F. i� k &FL- BJ74 &Ff- 7,799 IF. ! 5,984 1 F.!-'- 5,986 IF. 5,10 IF. 5,NO IF. 7.191 IF. - 140.00' VIM IF.!, IV. �9 kl� I 1 0 11 'in L 10' DU&SE 992 IF s — 10* DU&SE 10' DU&SE 4Y 60 Iry a�-W— .9 - _* — 100 5a ODW.2 1 57.71' 79. 0 g7 go in ----L _500gr 5O.W 50.00, R.00' 55.13Y 4OC'R 6 140110 00 to, 5&09 70.W 14OOD' _2100" 0o ol if KIP 31 211! W DO C_ BLOCK .1. Z5 as 6.99 AC. La 4i3l, BLOCK G 9= &F. 057 -8 35D,100 IF. h 2.40 AC. 9,233 IF, g- 8.400 S.F. 9 8,400 &F. 9 '11, 51CLOC, 600.00' U4 IF.. no 53-35! 35' 1 50-X KX 50.00' OV 50_01� 9,003 S.F. 00' 00 5000 KOO 51101T 50.00' 50.00` 50.00' 50.00' 50.00` 5O.OV 50.00' _�O DO 50 DO--. _�LDO 57.1f a 10' DU&SE i V 10, u4k% 20' BL 701 09 M 94, 1 20' DU&SE bld.4,� 423 -8 Am -8 420 8 419 Is �2 411 'S 410 '8 409 j� 408-18. 407 's 406 -8 405 '8 404 403 18 402 8 4(" 8 111 nry Oil 424 422 - 46 417 8 AS 6 414 6 443 6 6 6 425 9 - -0 - V �1_ alwo IF. $ L! - 6.000 S.F. L, M mr. %am IF.- 8,0W IF. - 7 6 g 6 g g �a -Z� 4M 8.165 IF. 9.6M - U W­ 's F. UM &F. 6.01W S.F. OW IF. UW r. _11�0010 &F.6 S.000 &F.�:' 6.000 S.F. - kWO IF. k F. - IF. 6,00� r000 &F.�� Um IF.' um IF. Um IF. 6. UDD &F.' 6.000 IF 4Z IF. U1 IF. 2U BL — 21T BL 20' BL 20' BL FOR CONTINUATION SEE SHEET P102 _21Y 6U&. 42111 20' DUAa A—I L�j — �4�Z" No 10100357 LC STATE OF DATM02/21/2005 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE I NTEI I ECTUAL PROPERTY OF THE SCHNEIDER C CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering nvironmen a ngineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 02/21/2005 (70 DRAWN BY: CHECKED BY: RAT MJD SHEET TITLE: 1:7� DRAWNG FILES: File: R:\5K\5261\001\DWGS\P101-05 XREF: R:\5K\5261\001\DWGS\pre1 SHEET NO.: Fla n Z I=- C) C) E- E- Z E-- C:) co DATE: PROJECT NO.: 02/21/2005 5271.001 DRAWN BY: CHECKED BY: RAT MJD SHEET TITLE: DRAWNG FILES: File: R:\5K\5261\001\DWGS\P101-05 XREF: R:\5K\5261\001\DWGS\pre1 SHEET NO.: Fla n