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HomeMy WebLinkAbout05030007.10/ BLOCK C. 0.28 AC. 12,348 S.F. 22 6.00D SF. z0' BL 158 159 160 zo' BL 20 6,000 S.F. BLOCK •A• 1 2 26 DOO sF. II � 0.25 C. 1 41 84 2DD S.F. 156 S.F. 6,000 S.F. 1.05 AC. 9.475 SF. 7,627 S.F. 7.186 S.F. 4 5 6 7 8 1 9,131 S.F. 7.000 SF. 29 7.200 SF 7.000 SF. - 9,614 SF. 6.856 S.F. 6.700 SF. 6,604 S.F. 6.506 SF. 7,683 S.F. EF-is 93 6,000 S.F. 179 56 181 1 1 9.714 SF. - 1 72 . 219 22D ' - 9 6.ODD SF. 96 70 6,000 S.F. L - 57 101 I - 7.000 SF. -- - -- - - - - --� m 10 82 51 60 59 6,000 SF. 20' eL 8.3% S.F. 49 48 7,000 SF. 16 46 17 16 15 14 13 12 1 7,815 S.F. 6,000 S.F. 600 SF. 18 7,200 SFl 6,000 S.F. 6.OD0 S.F. 6.000 SF. 6.000 SF. 7,200 S.F. - - - 6.000 SF. -J 6.OB3 SF. - 8,314 S.F. 275 193 SF 6.0 00 11 - 19 6,751 SF. - 75 74 73 8,000 Sf. L 6A0035 F 9,714 SF. 10,635 S.F. 3%10D S.F. 6-000 SF. 20' BL 175 174 173 172 / BLOCK C. 0.28 AC. 12,348 S.F. 22 6.00D SF. 23 6,000 SF. 158 159 160 zo' BL 20 6,000 S.F. 21 6,000 SF. 24 7,200 S.F. 25 1 9,714 SF. 9,714 26 DOO sF. II � 0.25 C. 1 41 84 2DD S.F. 156 S.F. 6,000 S.F. 6.000 S.F. 55 6.000 SF. 50 51 52 1037 ,714 SF. 54 6,314 S1 9,131 S.F. 7.000 SF. 29 7.200 SF 7.000 SF. - 9,614 SF. - 34 6.000 SF. 33 6,000 SF. - 32 6,000 SF. ' BL �- 31 6.000 SF. - M 6,000 S.F. EF-is 93 6,000 S.F. 179 56 181 1 1 9.714 SF. - 1 72 . 219 22D ' - BLOCK •E• 1.48 AC. POND # 6 20' BL �1 282 283 254 285 2N 287 288 289 290 1 9.316 S.F. 5802 S.F. 5,786 S.F. 5,769 S.F. 5,753 S.F. 5,736 SF. 5,720 S.F. 5703 S.F. 5,751 S.F. 5,865 SF. HOLEY noLEY SAYS no 6,000 S.F. J L- - - - - - - - _ DON'T DIG - - - - - - - - - \ BLIND' MID 6,000 S.F. 155 154 153 152 151 150 118 148 147 9,600 S.F. 6,000 SF. 6,000 S.F. 6,000 S.F. 6.000 S.F. 6,000 S.F. 6,000 SF. 6,000 SF. 6267 S.F. t48 7,405 SF. 1 L81314 S.F. 20. 20' BL 7,496 •irs THE Lew• :144 CALL 2 WORKING DAY5 BEFORE YOU DIG 7,128 S 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS-69 -1991. 143 IT IS AGAINST THE LAW TO EXCAVATE 7'128 SF. ASSUMED NORTH WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 20' SCALE: 1 n =100' 6,314 SF. 1` CID 157 158 159 160 F 36 162 38 39 10 � 0.25 C. 1 41 84 2DD S.F. 156 S.F. 6,000 S.F. 6.000 S.F. 55 6.000 SF. 50 51 52 1037 ,714 SF. 54 6,314 S1 9,131 S.F. 7.000 SF. 7.000 S.F. 7.000 SF. 8.400 S.F. 7,200 SF� ,200 6,000 S.F. 6.000 SF. 1 176 177 93 6,000 S.F. 179 56 181 1 1 9.714 SF. - 1 72 . 219 22D ' - 6,282 S.F 6.ODD SF. 96 70 6,000 S.F. L 90 57 101 I 1 - - - F 43 - - - 6,000 S.F. 7.000 SF 6,000 SI m 63S 82 51 60 59 6,000 SF. 20' eL 8.3% S.F. 49 48 47 16 46 1 7,815 S.F. 6,000 S.F. 600 SF. 6.000 SF. 7,200 SFl 26 BL 1 44 118 FLOODPLAIN - - - 6.000 SF. -J - - 8,314 S.F. BLOCK •E• 1.48 AC. POND # 6 20' BL �1 282 283 254 285 2N 287 288 289 290 1 9.316 S.F. 5802 S.F. 5,786 S.F. 5,769 S.F. 5,753 S.F. 5,736 SF. 5,720 S.F. 5703 S.F. 5,751 S.F. 5,865 SF. HOLEY noLEY SAYS no 6,000 S.F. J L- - - - - - - - _ DON'T DIG - - - - - - - - - \ BLIND' MID 6,000 S.F. 155 154 153 152 151 150 118 148 147 9,600 S.F. 6,000 SF. 6,000 S.F. 6,000 S.F. 6.000 S.F. 6,000 S.F. 6,000 SF. 6,000 SF. 6267 S.F. t48 7,405 SF. 1 L81314 S.F. 20. 20' BL 7,496 •irs THE Lew• :144 CALL 2 WORKING DAY5 BEFORE YOU DIG 7,128 S 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS-69 -1991. 143 IT IS AGAINST THE LAW TO EXCAVATE 7'128 SF. ASSUMED NORTH WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 20' SCALE: 1 n =100' 6,314 SF. 1` CID 157 158 159 160 \M 162 163 20' BL 80 6,000 SF. � 0.25 C. 7.373 S.F. 183 6 ,000 S.F. F L 84 2DD S.F. 156 S.F. 6,000 S.F. 6.000 S.F. 55 6.000 SF. 50 51 52 53 54 6,314 S1 S.F. 7,815 SF. 6,000 S.F. 8,000 S.F. 6,000 SF, 7,200 SF� ,200 6,000 S.F. 6.000 SF. 1 176 177 93 6,000 S.F. 179 56 181 1 1 9.714 SF. - 1 72 . 219 22D ' 1 6,000 SI 6,282 S.F 6.ODD SF. 96 70 98 90 57 101 I 1 - - - 6,000 SF. m 7,000 S.F. 7.000 SF. 6,000 S.F. 7.000 SF 6,000 SI 1 63S 82 51 60 59 71 20' eL 8.3% S.F. LF. 6,000 S.F. 6,000 S.F. 6,000 SF. 7,200 S.F 1 O &314 SJ 1- 6,000 S.F. - � 26 BL - _ - 118 FLOODPLAIN - - - 6.000 SF. -J - - OPEN 275 193 SF 6.0 00 BLOCK •E• 1.48 AC. POND # 6 20' BL �1 282 283 254 285 2N 287 288 289 290 1 9.316 S.F. 5802 S.F. 5,786 S.F. 5,769 S.F. 5,753 S.F. 5,736 SF. 5,720 S.F. 5703 S.F. 5,751 S.F. 5,865 SF. HOLEY noLEY SAYS no 6,000 S.F. J L- - - - - - - - _ DON'T DIG - - - - - - - - - \ BLIND' MID 6,000 S.F. 155 154 153 152 151 150 118 148 147 9,600 S.F. 6,000 SF. 6,000 S.F. 6,000 S.F. 6.000 S.F. 6,000 S.F. 6,000 SF. 6,000 SF. 6267 S.F. t48 7,405 SF. 1 L81314 S.F. 20. 20' BL 7,496 •irs THE Lew• :144 CALL 2 WORKING DAY5 BEFORE YOU DIG 7,128 S 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS-69 -1991. 143 IT IS AGAINST THE LAW TO EXCAVATE 7'128 SF. ASSUMED NORTH WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 20' SCALE: 1 n =100' 6,314 SF. 1` CID 157 158 159 160 \M 162 163 184 1 80 6,000 SF. � 0.25 C. 7.373 S.F. 183 6 ,000 S.F. F L 84 2DD S.F. 156 S.F. 6,000 S.F. 6.000 S.F. 6.000 SF. 6.000 SF. 6,O SF. 11 6.000 S.F. 6,000 SF. 700 S Fj j 1 11.047 S.F. 0144 S.F. / zo' BL ,200 6,000 S.F. 6.000 SF. 1 176 177 93 6,000 S.F. 179 180 181 1 1 9.714 SF. 2f7 1 72 . 219 22D ' 278 6,282 S.F 6.ODD SF. 96 70 98 90 100 101 I 1 9.714 S.F. 10.744 & F . � 6,000 SF. 141 7,000 S.F. 7.000 SF. 6,000 S.F. 7.000 SF 9.450 S.F. 1 1 \ 71 20' eL 8.3% S.F. 7,160 S.F. - - ° 1 O - 1- 6,000 S.F. - � - _ - 118 FLOODPLAIN - - - 6.000 SF. -J - - OPEN 275 193 SF 6.0 00 BLOCK •1' - 75 74 73 8,000 Sf. L 6A0035 F 140 3%10D S.F. 6-000 SF. 175 174 173 172 171 170 189 1 167 1)24 7,20O S.F. 6,000 S.F. S - 10.714 S.F. 7 OD S.F. 6.000 Sf. 6.000 S.F. 6000 S.F. 6.000 S.F. 6A00 SF. 6,000 S.F. 6.000 S . 200 SF. I 230 -3427 6.331 S.F. 2Z6 227 I S.F. 7,001D SF. 7.000 S.F. 7,000 S.F. 168 9. S.F. 225 139 274 123 I 20' BL 6.000 &F. 8,314 SF. 6.000 SF. 194 � 6000 S.F. 6,-000 f. 6,000 SF. OEM- I R-OODPLAIN-"'�' BLOCK •L• 41. . / z,362,o42 4z S.F. NATURAL OPEN SPACE / /'` \ \,2W MID \ FLOODPLAIN / / 7,200 S.F. �- Existing Storm Sewer 7,200 S.F. / 382 / 7,200 S.F. / 383 - 7,200 -S.F. ---� -- New Storm Sewer / / A4 o Existing Sanitary Sewer 722 SF New Sanitary Sewer �\ \' 385 - -000 - Existing Contour \ ` �0° x ELEV Existing Elevation - / 7200 S.F. 000 Storm Structure Number , L Sanitary Structure Number / 7.363 S.F. -w w- Water Main ••� 388 Existing Trees 7,739 SF. C PC XW1 • G G - Existing Gas Main � �� 0.31 1, U. T T - Existing Telephone 3°° -724 SF. w w- Existing Water Main 13,415 SF. 376 - - -- - - - - -- Existing Overhead Utilities 14 "sF' .'�) Emergency Flood Route 7724 S.F. 3 / � 9,8E o� ti 391 . 7,724 S.F. 14,302 S.F. 362 M 8,18'1 S.F. 363 00 SEE SHEET GENERAL � 1` CID 20' BL 20' B. z -- -- w 78 9,614 m 79 6,000 S.F. 80 6,000 SF. 81 6,000 S.F. 82 1 6,DOD S 183 6 ,000 S.F. F L 84 2DD S.F. 66 9,714 S.F. X 6,900 SF. 138 216 &000 SF. 216 7,200 SJj. II rM5 05 66 67 68 - 0144 S.F. / zo' BL . 6,000 S.F. 6.000 SF. 1 176 177 93 6,000 S.F. 179 180 181 1 1 9.714 SF. 2f7 1 72 . 219 22D ' 221 6,282 S.F 6.ODD SF. 96 70 98 90 100 101 I 1 9.714 S.F. 10.744 & F . 64M S.F. 6,000 SF. 9.450 SF 7,000 S.F. 7.000 SF. 1,000 SF. 7.000 SF 9.450 S.F. 1 1 \ 71 20' eL 8.3% S.F. - - - L &000 SF_ cI O - 1- 6,000 S.F. 5,992 S.F. 118 - °77 m 0 137 " 7,200 S.F. 6.000 SF. -J I OPEN SPACE 193 SF 6.0 00 BLOCK •1' - 75 74 73 L 6A0035 F 3%10D S.F. 6000 sF_ -- L 9,131 S.F. 7,000 S.F. 7,000 SF 7,000 S.F. 8,400 SFI 6.000 SF. M 72 1)24 7,20O S.F. - 10.714 S.F. 423 - '4x26 6,344 SF. 6,165 S.F. _ L- - I 230 -3427 6.331 S.F. 2Z6 227 S.F. 7,001D SF. 7.000 S.F. 7,000 S.F. I 9. S.F. 225 I 123 I 6.000 &F. 194 � 6000 S.F. 6,-000 f. 6,000 SF. 0 191 190 169 188 187 188 I Im 1 8,100 SF. 6.000 SF. 6 000 SF. 6.000 S.F. 6.000 S.F. 8,100 SF 6.000 S.F. I 195 8,314 SF. 134 OEM- I R-OODPLAIN-"'�' BLOCK •L• 41. . / z,362,o42 4z S.F. NATURAL OPEN SPACE / /'` \ \,2W MID \ FLOODPLAIN / / 7,200 S.F. �- Existing Storm Sewer 7,200 S.F. / 382 / 7,200 S.F. / 383 - 7,200 -S.F. ---� -- New Storm Sewer / / A4 o Existing Sanitary Sewer 722 SF New Sanitary Sewer �\ \' 385 - -000 - Existing Contour \ ` �0° x ELEV Existing Elevation - / 7200 S.F. 000 Storm Structure Number , L Sanitary Structure Number / 7.363 S.F. -w w- Water Main ••� 388 Existing Trees 7,739 SF. C PC XW1 • G G - Existing Gas Main � �� 0.31 1, U. T T - Existing Telephone 3°° -724 SF. w w- Existing Water Main 13,415 SF. 376 - - -- - - - - -- Existing Overhead Utilities 14 "sF' .'�) Emergency Flood Route 7724 S.F. 3 / � 9,8E o� ti 391 . 7,724 S.F. 14,302 S.F. 362 M 8,18'1 S.F. 363 00 SEE SHEET GENERAL � 1` CID 20' BL 20' B. z -- -- w 78 9,614 m 79 6,000 S.F. 80 6,000 SF. 81 6,000 S.F. 82 1 6,DOD S 183 6 ,000 S.F. F L 84 2DD S.F. 66 9,714 S.F. X 6,900 SF. � 7_000 S.F. 216 &000 SF. 216 7,200 SJj. II rM5 05 66 67 68 - 0144 S.F. / zo' BL . 6,000 S.F. 6.000 SF. 6, F. 7.2DO S.F 93 6,000 S.F. 92 6.000 S.F. 91 6,000 S.F. 90 6,000 S.F. 20, BL 1 9.714 SF. 2f7 219 22D ' 221 6,282 S.F 1991 96 70 98 90 100 101 I 1 9.714 S.F. - 64M S.F. 6,000 SF. 6.000 S.F. 6,000 S.F. 5,984 S.F. 5,966 S.F. %M SF. 5,990 S.F. 7.191 S.F. 1 \ 71 20' eL 8.3% S.F. - - - L &000 SF_ cI O - 1- 6,000 S.F. 5,992 S.F. 118 - °77 7,200 S.F. 6.000 SF. -J I OPEN SPACE BLOCK •1' 76 75 74 73 3%10D S.F. 9,131 S.F. 7,000 S.F. 7,000 SF 7,000 S.F. 8,400 SFI 6.000 SF. M 72 1)24 7,20O S.F. 425 10.714 S.F. 423 - '4x26 6,344 SF. 6,165 S.F. 9,600 S.F. L- - I 230 -3427 6.331 S.F. 2Z6 227 OEM- I R-OODPLAIN-"'�' BLOCK •L• 41. . / z,362,o42 4z S.F. NATURAL OPEN SPACE / /'` \ \,2W MID \ FLOODPLAIN / / 7,200 S.F. �- Existing Storm Sewer 7,200 S.F. / 382 / 7,200 S.F. / 383 - 7,200 -S.F. ---� -- New Storm Sewer / / A4 o Existing Sanitary Sewer 722 SF New Sanitary Sewer �\ \' 385 - -000 - Existing Contour \ ` �0° x ELEV Existing Elevation - / 7200 S.F. 000 Storm Structure Number , L Sanitary Structure Number / 7.363 S.F. -w w- Water Main ••� 388 Existing Trees 7,739 SF. C PC XW1 • G G - Existing Gas Main � �� 0.31 1, U. T T - Existing Telephone 3°° -724 SF. w w- Existing Water Main 13,415 SF. 376 - - -- - - - - -- Existing Overhead Utilities 14 "sF' .'�) Emergency Flood Route 7724 S.F. 3 / � 9,8E o� ti 391 . 7,724 S.F. 14,302 S.F. 362 M 8,18'1 S.F. 363 00 SEE SHEET GENERAL � 1` CID 20' B. z -- -- w 78 9,614 m 79 6,000 S.F. 80 6,000 SF. 81 6,000 S.F. 82 1 6,DOD S 183 6 ,000 S.F. F L 84 2DD S.F. 66 9,714 S.F. X 6,900 SF. � 7_000 S.F. 216 &000 SF. 216 7,200 SJj. II 8,314 S.F. 121 6,000 S.F. R &000 S.F. II - ►- 0 - F 87 7.000 SF. R / zo' BL 222 6,827 S.F. 89 7,200 S11 BLOCK •G• 0.28 AC. 12346 S.F. \ 93 6,000 S.F. 92 6.000 S.F. 91 6,000 S.F. 90 6,000 S.F. 20, BL 1 9.714 SF. 2f7 219 22D ' 221 6,282 S.F 1991 OEM- I R-OODPLAIN-"'�' BLOCK •L• 41. . / z,362,o42 4z S.F. NATURAL OPEN SPACE / /'` \ \,2W MID \ FLOODPLAIN / / 7,200 S.F. �- Existing Storm Sewer 7,200 S.F. / 382 / 7,200 S.F. / 383 - 7,200 -S.F. ---� -- New Storm Sewer / / A4 o Existing Sanitary Sewer 722 SF New Sanitary Sewer �\ \' 385 - -000 - Existing Contour \ ` �0° x ELEV Existing Elevation - / 7200 S.F. 000 Storm Structure Number , L Sanitary Structure Number / 7.363 S.F. -w w- Water Main ••� 388 Existing Trees 7,739 SF. C PC XW1 • G G - Existing Gas Main � �� 0.31 1, U. T T - Existing Telephone 3°° -724 SF. w w- Existing Water Main 13,415 SF. 376 - - -- - - - - -- Existing Overhead Utilities 14 "sF' .'�) Emergency Flood Route 7724 S.F. 3 / � 9,8E o� ti 391 . 7,724 S.F. 14,302 S.F. 362 M 8,18'1 S.F. 363 00 SEE SHEET GENERAL � 1` CID 20' B. z -- -- w &000 SE 122 -R 61000 S.F. R T F247 U4 SF. 1 94 I 2C 8L x000 S.F. 242 5F. X 6,900 SF. 2µ &000 SF. 216 &000 SF. 216 7,200 SJj. II 8,314 S.F. 121 6,000 S.F. R &000 S.F. II - ►- 0 - - / zo' BL 222 6,827 S.F. E z 2f7 219 22D ' 221 6,282 S.F 1991 96 97 98 90 100 101 I 1 9.714 S.F. LF. 64M S.F. 6,000 SF. 6.000 S.F. S.F. 5,984 S.F. 5,966 S.F. %M SF. 5,990 S.F. 7.191 S.F. 1 \ 1 20' eL 8.3% S.F. z zc 3 L &000 SF_ cI O - m I 5,992 S.F. 118 - 7,128 S.F. 7,200 S.F. 6.000 SF. -J NATURAL OPEN SPACE BLOCK •1' 6.99 AC. 3%10D S.F. z as 6.000 SF. M 1)24 7,20O S.F. 425 424 423 '4x26 6,344 SF. 6,165 S.F. 9,600 S.F. I 230 -3427 6.331 S.F. 2Z6 227 OEM- I R-OODPLAIN-"'�' BLOCK •L• 41. . / z,362,o42 4z S.F. NATURAL OPEN SPACE / /'` \ \,2W MID \ FLOODPLAIN / / 7,200 S.F. �- Existing Storm Sewer 7,200 S.F. / 382 / 7,200 S.F. / 383 - 7,200 -S.F. ---� -- New Storm Sewer / / A4 o Existing Sanitary Sewer 722 SF New Sanitary Sewer �\ \' 385 - -000 - Existing Contour \ ` �0° x ELEV Existing Elevation - / 7200 S.F. 000 Storm Structure Number , L Sanitary Structure Number / 7.363 S.F. -w w- Water Main ••� 388 Existing Trees 7,739 SF. C PC XW1 • G G - Existing Gas Main � �� 0.31 1, U. T T - Existing Telephone 3°° -724 SF. w w- Existing Water Main 13,415 SF. 376 - - -- - - - - -- Existing Overhead Utilities 14 "sF' .'�) Emergency Flood Route 7724 S.F. 3 / � 9,8E o� ti 391 . 7,724 S.F. 14,302 S.F. 362 M 8,18'1 S.F. 363 00 SEE SHEET GENERAL � - ���� za BL 1` CID 20' B. z -- -- w &000 SE 122 -R 61000 S.F. R T F247 U4 SF. 1 1 236 b 200 SF. 23 &000 SF. 2C 8L x000 S.F. 242 5F. X 6,900 SF. 2µ &000 SF. 216 &000 SF. 216 7,200 SJj. II 8,314 S.F. 121 6,000 S.F. R &000 S.F. II - ►- 0 � x - / 7,200 S.F. 222 7D E z 2f7 218 219 22D ' 221 EXISTNG WOODED AREA I 1 314 S.F. 6,000 SF. 1 7,200 SF. _ 6,000 SF. 126 6.000 S.F. 1 264 ¢000 SF. 253 6,009 S.F. LF. 64M S.F. 6,000 SF. 6.000 S.F. 6,000 S.F. &100 F. 1 0 00 1 W 1 20' eL 8.3% S.F. z zc 3 L &000 SF_ 7,200 S.F. O - m 118 7,128 S.F. 7,200 S.F. 6.000 SF. -J -1- - z as 6.000 SF. M 1)24 7,20O S.F. 0 6,000 S.F. I 230 in 2Z6 227 S.F. 7,001D SF. 7.000 S.F. 7,000 S.F. 7.000 SF. 9. S.F. 225 123 I 6000 S.F. - ���� za BL 1` CID 20' B. z -- -- w 1 122 -R 61000 S.F. R T F247 U4 SF. 1 1 236 b 200 SF. 23 &000 SF. 240. 6.000 33} x000 S.F. 242 5F. X 6,900 SF. 2µ &000 SF. 216 &000 SF. 216 7,200 SJj. II 8,314 S.F. 121 6,000 S.F. R &000 S.F. II - ►- 0 � x - / 7,200 S.F. I 216 � 6-000 SF. R 120 7D E z Q CD EXISTNG WOODED AREA I 6,000 SF. 1 7,200 SF. _ 6,000 SF. 8.000 S4 1 264 ¢000 SF. 253 6,009 S.F. 4090 SF. 251 &000 SF. 250 6.000 F. 210 1 7,200 &Fj I L I 64,930 S.F. BLOCK •H• 0.25 AC. I 11,D47 S.F. 119 7,128 S.F. z 0 00 1 W 1 20' eL 8.3% S.F. z zc 3 7,200 S.F. O m 118 7,128 S.F. 7,200 S.F. =M 103 2D 100 300 S.F. 117 / BL 128 SF. 116\ / 108 108 109 110 111 112 13 114 115 7.774 S.F. � \ \/ 6,000 SF. 6,000 SF. 6,000 Sr. UM SF. &000 S.F. 6,000 S.F. 6. S.F. &374 S.F. 7,799' V. > NATURAL OPE CE Blob �4 2.40. AC. 42e 421 420 M 418 417 416 416 414 413 7 S.F. 6,000 S.F. 6,000 S.F. 6,000 SF. 6.000 S.F. 6,000 SF. 6.000 SF. 6.000 SY 6-000 SF. 6-000 SF. 20 BL 7,724 S.F. 8,093 S.F. 3 O 7.0 393 L 7,724 S.F. CI- 304 W z 400 0 FLOODPLAIN 7200 S.F. ffi POND # 5 412 411 410 409 408 1 407 406 405 404 403 402 401 100 SF. 6,000 S.F. 6,000 SF. 6.000 SF. 6,000 SFI Ii,000 SF. 6,000 S.F. 6,000 SF. 6,000 SF. 6,000 SF. 6,000 SF. 6'000 SF. 20' BL 20' BL BLOCK •K• 9.47 AC. FOR CONTINUATION SEE SHEET P107 1 &707 0 II Z O cn w 0HND14, P0-sre�,F��,i No.10100357 % j O STATE OF LLJ DA 02/21/2005 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER 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 Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 1` CID z � w z � w z 395 w ►- 0 � x C-/ / 7,200 S.F. 7D E z Q CD EXISTNG WOODED AREA I E-1 z W -� O 7,200 S.F. x z 0 00 1 W z / 7,200 S.F. O m 7,200 S.F. z as 7,20O S.F. z 400 0 FLOODPLAIN 7200 S.F. ffi POND # 5 412 411 410 409 408 1 407 406 405 404 403 402 401 100 SF. 6,000 S.F. 6,000 SF. 6.000 SF. 6,000 SFI Ii,000 SF. 6,000 S.F. 6,000 SF. 6,000 SF. 6,000 SF. 6,000 SF. 6'000 SF. 20' BL 20' BL BLOCK •K• 9.47 AC. FOR CONTINUATION SEE SHEET P107 1 &707 0 II Z O cn w 0HND14, P0-sre�,F��,i No.10100357 % j O STATE OF LLJ DA 02/21/2005 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER 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 Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 1` CID z � w z � w z w ►- 0 � x O 7D E z Q CD Fri E-1 z W -� O x z 0 00