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HomeMy WebLinkAbout05030007.13�o 6,OW 0110 / oO FOR CONTINUATION SEE SHEET P108 6,9845F. , 600S.F 9,639 S.F. ' _ _. - -_ _ I CIA / 10,147 S.F. 19.839 \ 7,OT60�SF. 816 6,000 S.F. / 9,498 S.F. \ 7�] / 9,839 SF. 7.101 S.F. / / 8117 6,011 6,375 SF. eee \ FLOODPLAIN 752 758 8,400 S.F. 8,846 S.F. 660 / x400 SF 9.003 SF. � � �� '11 E' 7.126 SF. `6865 S.F. / 818 6,015 0.16 AC. 8,701 7DI S.F. 755 / 7,125 S.F. 667 / 862 0,400 S.F. BLOCK *1F 751 / 6 IF. 8119 G• 4701 S.F. / 0.39 AC. 7,128 S.F. BLOCK '1Y 7.852 S.F. 6.W S.F. m 874 16911 S.F. \ 0.17 AC. 60. 4 S . � � 888 / 8,400 S.F. i 8,360 S.F. 1 9,839 S.F. 0,701 S.F. 1 ` POND # 2 7,29t S.F. 1 7W no 6,02 SE 1 SF. 7.126 & S.F. . / 8400 SF. 8,400 S.F. / / i o0 6,666 SF. / / I am 884 8,400 S.F. 02 S SF. 6.024 S.F. 749 IF 753 7, / 989 SF. 9,060 SF. j o°° 7.128 \ S.F. SF. 5828 S.F. Q / I/ X Z 877 / 684 �3 0 74$ 6,334 o R 8,400 S.F. / / 9,100 SF. oo g 0,834 S.F. / -� / 10.0.35 S.F. / \ \ 747 64 F. 6.339 S.F 8' \8,400 S.F. 9.100 SF. / 000 °oo o°° 6,915 S.F. / / 7200 SF 8,050 SF. 6,9 SF. 6.000 7,887 SF. 9 679 \\ SF. / 9,100 S.F. / / O 746 / 910 LLJ ° / o// 746 10.674 S.F. 7,354 SF. x000 4033 S.F/ �q, � s f /� \ 881 0,400 SF / °° ° ° SF 9,100 S.F. � ° � \ 012 . � 6.000 SF. 7344 SF. � / / "' E 6,0SF. l ,, o� S.F. eeo \ M400 S.F. ° CONSTRUCTED WETLANDS BLOCK 1r WETLANDS 7 6,027 sF ° 6.26 AC. / 6,025 SF \ � 912 7,1933 � / / 6,011�SF. E,350 S.F. 61000 S.F. 8,400 SF. / 741 \ \\ / / 5,999 S.F. 6,SF. 913 ( � o \ 9,026 SF. 400 63 S.F. / ° / 6.000 SE yd 853 > 6,000 SF. ° 3 \ 8, 739 6,374 S.F. / \ / o / 6010 SF. 6,006 SF / 6,000 SF. S.F. \ ° / 6.254 S.F. O � % °° / ao�o4 SF 6102 &F. / �f ffi0 ao�o 5F. 57 �p 110 F. 9� !C� 736 + "V Bodo sF. 0, F. pOo 4000 o$ 735 578 �1,. \4�D SF. 91 8 8,000 SF. \ / 6173 SF. 7,200 SF. FLOODPLAIN e47 6000, 5n 0 6,245 Sf. /7,200 S.F. \ ° ti° 6000 S.F. o° \ 7,200 SF. SF. o� 0 8,00SF. / 6,245 SF. 00° O 'o. 4000 SF. / 9f9 U7 POND # 1 6,245 S.F. 0 FLOODPLAIN �� ° ° °\ �° � 6 $43 f, / / 100.021 SF. / as 6,374 If. 6,245 SF. o o° 842 / eM L� o° O \oOp ° 6.245 SF. 6374 SF. ° ° °�� ✓pO° 810 \ 6,245 IF 966 \ 8,374 SF. / 8,245 SF. on / x000 SF / BLOCK •2D. 6203 SF. 6,574 SF 837 6.000 SF 1800 SF / 2.32 AC. , 6.000 SF 7,417 SF. 4374 F. / �i \X SF. / 6,374 SF. 8,314 S.F. 506 \ / \ 7,200 SF. \ 7,200 S.F. 7 Sf. SF. L� L�1 � 595 � \.200 7,200 �. / /'� 567 7,200 SF. L/ / 7,200 S.F. I 7.973 SF. 7,200 S.F. / 7� S.F. / 7,200 SF. 01117 - 7,200 IF / 193 / 7,200SF. / 200 SF. a O 6 7, ti° 7,za0 �- ON 7,200 S.F. S.F. Q 7,= IF. 636 \ / 7,200 S.F. \ 9.636 S.F. 610 �� Z S90 7,200 SF. 9,783 7� S.F. S.F. 7,206 S.F. 611 7,200 S.F. 612 O 7,548 S.F. an U 613 \ 200 S.F. / 614 7.802 S.F. \ 616 615 7,606 SF 7 S.F. \ 7,206 S.F. 1 7,806 S.F. > C) 7,�S.F. / BLOCK 'Y I 1 i �l � 7.44 AC. 8,053 S.F. / 725,926 S.F. �l 8,839 S.F. / IL II .Qi6 10,177 S.F. / S.F. 13 024 as 7 F I 18,1165 9206 S.F. / POND # 3 \ r- FLOODPLAIN 6000 SR, \ 834 / ,374 SF 6.000 SF � / 983 6.183 S.F. Zo 6,374 SF� 6.0800 SF. 41 F 6.374 SF. \ \ / BOOOtSF, 411 � 6132 S.F. F tid �' 831 \ 6000 SF. / / 8.000 SF / 8.000 4000 SF. 6,000 S.F. � • 6.000 SF. / / / 0,000 F. / s. ooh' SF. yW 8.000 SF. � 7.536 S.F. 60900 SF, 967 9215 028 SF 6,000 SF. � 6000 SF 400001F. \ / � 7,419 S . BLOCK C �• / / 937 6,000 1 8.000 SF, g 6.140 SF. IA494 S.F. 6,000 &F. 6000 SF • �1G1 �i 1�i� 1 �i ® 11 1GD.y 824 �+ 40090 SF. � $.019 SF. 5,979-SF. 962 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 4000 S.F. 60 0 &F 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR 6000 Sf. / TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE 6.000 SF. THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE \ 6,516 16 SF _ OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE 6.000 S.F. SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND 942 / 7,248 SF, 6'000 SF. THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS X 943 20 547 STARTED OR RESUMED. 7.128 SF / 6583 SF 3. STANDARD SPECIFICATIONS FOR THE CITY OF NOBLESVILLE, // 916 7.128 SF. INDIANA SHALL APPLY FOR ALL SANITARY AND STORM SEWERS. (1.128 SF 7,126 S.F. / 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY FLOODP IN COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED / PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. ' 6. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. \ / 7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK ��� INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK • Tr II ITal_q� SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY Existing Storm Sewer 20' OR LESS. New Storm Sewer 8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO Existing Sanitary Sewer BE CONSTRUCTED BY OTHERS. 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO New Sanitary Sewer CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. SCALE: 1 =100' Existing Contour 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE ASSUMED NORTH \ Existing Elevation PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A \ STANDARDS FOR WORKER SAFETY. 000 Storm Structure Number 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. d HOLEY MOLEY SAYS O Sanitary Structure Number 12. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE DON'T -W w- Water Main NTOERCEPTED PROPOSED PERPETUATED INTO STORM TSEWER DIG / BLIND" Existin g Trees SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY Existing Gas Main CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. Existing Telephone 13. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 85 PERCENT OF THE STANDARD DRY DENSITY (ASTM D -698). Existing Water Main FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT •rrS THE LAW' Existing Overhead Utilities LEAST D5 6PE8RCENT OF THE MAXIMUM DRY DENSITY - CALL 2 WORKING DAYS BEPoRE YOU DIG A` ) 1- 800 - 382 -5544 g Emergency Flood Route 14. THE FINISHED FLOOR OF THE HOME IS TWELVE (12) INCHES CAIL Mi FREE PER INDIANA STATE LAW IS-69 -1991. HIGHER THAN THE NOTED PAD ELEVATION. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND 15. NO CURB UNDERDRAINS TO BE INSTALLED BEFORE SUBBASE LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROOFROLL APPROVAL. O Cn z O 5 w tr ����\\\�OHN IIIIIIII G1 s re�,� F,y No 10100357 `w STATE OFD 1p;� I 11161, V\\1 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 Cl-) W Q z Z Q w w z U F4 O F-i U z Q W O E z z W O E x z 0 co DA 02/21/2005 PROJECT DRAWN BY: CHECKED BY: RAT MJD SHEET TITLE: OPEN SPACE PLAN DRAWING FILES: File: R: \5K \5261 \001 \DWGS \P106 -12 XREF: R:\5K\5261\001\DWGS\pre1 SHEET NO.: jpans / 16.255 S.F. \ 7200 SF. 7,200 S.F. 583 3 � � CD 5 573 7,200 SF. / S.F. / r- 7 g 0,807 S 584 10.717 IF GIN 7,215 SF. 7 7,200 SF. / 6807 Sf. W 5 Z \ 571 7,195 S.F. 7.200 SF.\ / 570 \ SF. o� 0 8,00SF. / 6,245 SF. 00° O 'o. 4000 SF. / 9f9 U7 POND # 1 6,245 S.F. 0 FLOODPLAIN �� ° ° °\ �° � 6 $43 f, / / 100.021 SF. / as 6,374 If. 6,245 SF. o o° 842 / eM L� o° O \oOp ° 6.245 SF. 6374 SF. ° ° °�� ✓pO° 810 \ 6,245 IF 966 \ 8,374 SF. / 8,245 SF. on / x000 SF / BLOCK •2D. 6203 SF. 6,574 SF 837 6.000 SF 1800 SF / 2.32 AC. , 6.000 SF 7,417 SF. 4374 F. / �i \X SF. / 6,374 SF. 8,314 S.F. 506 \ / \ 7,200 SF. \ 7,200 S.F. 7 Sf. SF. L� L�1 � 595 � \.200 7,200 �. / /'� 567 7,200 SF. L/ / 7,200 S.F. I 7.973 SF. 7,200 S.F. / 7� S.F. / 7,200 SF. 01117 - 7,200 IF / 193 / 7,200SF. / 200 SF. a O 6 7, ti° 7,za0 �- ON 7,200 S.F. S.F. Q 7,= IF. 636 \ / 7,200 S.F. \ 9.636 S.F. 610 �� Z S90 7,200 SF. 9,783 7� S.F. S.F. 7,206 S.F. 611 7,200 S.F. 612 O 7,548 S.F. an U 613 \ 200 S.F. / 614 7.802 S.F. \ 616 615 7,606 SF 7 S.F. \ 7,206 S.F. 1 7,806 S.F. > C) 7,�S.F. / BLOCK 'Y I 1 i �l � 7.44 AC. 8,053 S.F. / 725,926 S.F. �l 8,839 S.F. / IL II .Qi6 10,177 S.F. / S.F. 13 024 as 7 F I 18,1165 9206 S.F. / POND # 3 \ r- FLOODPLAIN 6000 SR, \ 834 / ,374 SF 6.000 SF � / 983 6.183 S.F. Zo 6,374 SF� 6.0800 SF. 41 F 6.374 SF. \ \ / BOOOtSF, 411 � 6132 S.F. F tid �' 831 \ 6000 SF. / / 8.000 SF / 8.000 4000 SF. 6,000 S.F. � • 6.000 SF. / / / 0,000 F. / s. ooh' SF. yW 8.000 SF. � 7.536 S.F. 60900 SF, 967 9215 028 SF 6,000 SF. � 6000 SF 400001F. \ / � 7,419 S . BLOCK C �• / / 937 6,000 1 8.000 SF, g 6.140 SF. IA494 S.F. 6,000 &F. 6000 SF • �1G1 �i 1�i� 1 �i ® 11 1GD.y 824 �+ 40090 SF. � $.019 SF. 5,979-SF. 962 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 4000 S.F. 60 0 &F 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR 6000 Sf. / TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE 6.000 SF. THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE \ 6,516 16 SF _ OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE 6.000 S.F. SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND 942 / 7,248 SF, 6'000 SF. THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS X 943 20 547 STARTED OR RESUMED. 7.128 SF / 6583 SF 3. STANDARD SPECIFICATIONS FOR THE CITY OF NOBLESVILLE, // 916 7.128 SF. INDIANA SHALL APPLY FOR ALL SANITARY AND STORM SEWERS. (1.128 SF 7,126 S.F. / 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY FLOODP IN COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED / PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. ' 6. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. \ / 7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK ��� INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK • Tr II ITal_q� SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY Existing Storm Sewer 20' OR LESS. New Storm Sewer 8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO Existing Sanitary Sewer BE CONSTRUCTED BY OTHERS. 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO New Sanitary Sewer CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. SCALE: 1 =100' Existing Contour 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE ASSUMED NORTH \ Existing Elevation PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A \ STANDARDS FOR WORKER SAFETY. 000 Storm Structure Number 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. d HOLEY MOLEY SAYS O Sanitary Structure Number 12. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE DON'T -W w- Water Main NTOERCEPTED PROPOSED PERPETUATED INTO STORM TSEWER DIG / BLIND" Existin g Trees SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY Existing Gas Main CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. Existing Telephone 13. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 85 PERCENT OF THE STANDARD DRY DENSITY (ASTM D -698). Existing Water Main FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT •rrS THE LAW' Existing Overhead Utilities LEAST D5 6PE8RCENT OF THE MAXIMUM DRY DENSITY - CALL 2 WORKING DAYS BEPoRE YOU DIG A` ) 1- 800 - 382 -5544 g Emergency Flood Route 14. THE FINISHED FLOOR OF THE HOME IS TWELVE (12) INCHES CAIL Mi FREE PER INDIANA STATE LAW IS-69 -1991. HIGHER THAN THE NOTED PAD ELEVATION. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND 15. NO CURB UNDERDRAINS TO BE INSTALLED BEFORE SUBBASE LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROOFROLL APPROVAL. O Cn z O 5 w tr ����\\\�OHN IIIIIIII G1 s re�,� F,y No 10100357 `w STATE OFD 1p;� I 11161, V\\1 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 Cl-) W Q z Z Q w w z U F4 O F-i U z Q W O E z z W O E x z 0 co DA 02/21/2005 PROJECT DRAWN BY: CHECKED BY: RAT MJD SHEET TITLE: OPEN SPACE PLAN DRAWING FILES: File: R: \5K \5261 \001 \DWGS \P106 -12 XREF: R:\5K\5261\001\DWGS\pre1 SHEET NO.: jpans DA 02/21/2005 PROJECT DRAWN BY: CHECKED BY: RAT MJD SHEET TITLE: OPEN SPACE PLAN DRAWING FILES: File: R: \5K \5261 \001 \DWGS \P106 -12 XREF: R:\5K\5261\001\DWGS\pre1 SHEET NO.: jpans