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Home My WebLink About81-01 C601 Storm Sewer Planm CID N L!9 N m M m rn c U_ y m U rn m cc I II 785 - v 2 W m: S W Z __j Q O Of 780 t0 ...................................................................................................... ............................... . ....... O ............................... .................... M Onl Imo^ Co in I- ? (� 775 N ~zZ 11 770 (I 765 T 83' 0.50% 12"RCP - -L—J'- � ii Aso II 755 Q -H N N N a 750 caz ".7 W N or CL ... ...... .w.._........ ... _ � ....... .. . ,.a.......::1 ................. v N O Q.O ... ................... M M IZZZ STORM SEWER PLAN EXISTING NP- 161.00 ... ...................................... ............................... R I P RAP REO.'D Z V 06/15/01 Q � O n 780 ................. ........................................... . ......... Q ............ . ... .................................................................................................................................................................................................................................................................................................. 't DRAWING FILES R: \904 \005\DWGS \C601 ir . C N K)MO XREF: R: \904 \005 \DWGS \60BSOV CL ........ ............................... f*1 CD n 775 ............................................................. . ............... Cq n n ................................................................................................................................................................................................................................................................................................................. '-40MM 770 1 NF-2Z? d Z 6 zzd d ......................... .... / 1..... w o� 0 U N U O w 2.067'. 138' 30' 135% ................ ............................... 15 "RCP Gz STORM SEWER PROFILE 1 N Z co ro Ui to Ui Zo 9 i i 16 c0 STORY STRUCTURE \/ 19 STM MINFW 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES, HOLEY MOLEY SAYS = "`RUE "DON'T END SEC110N DIG BLIND" T ___'q STM SENR 17 0801 I \iPM UNDBI" c�Ot 'IT'S THE LAW' CALL 2 WORKING DAYS BEFORE YOU DIG 11 1- 800 - 382 -5544 C801 CI�02 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. STORK SEWER LEGEND W AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE IMDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. T.B.M. 2 5/8" REBAR WITH RED CAP AT DELAWARE COMMONS SUBDIVISION CONTROL POINT / 1005 ELEV.- 779.91 T.B.M. 3 BRONZE DISK ON TOP OF SOUTHWEST CORNER BRIDGE WALL OVER MITCHENER DITCH ON HAZEL DELL RD. STAMPED "HAMILTON COUNTY GEODETIC CONTROL" 2.5 FEET ABOVE SIDEWALK. ELEV.- 769.39 NOTE: T.B.M. 3 ELEVATION WAS BASED FROM ADJOINING SUBDIVISION AND DOES NOT REFLECT H.C. PUBLISHED DATA. SCALE: 1" =50' I i Aso u 785 II 1f ................................................ ... RCP 131' 0.50% 12"RCP 765 R 0. Ox ............ ...... .................................................................................................................................. .......... I ...................................................................................................................................................................................................................................................................................................... 18" MIN. CLEARANCE 760 II �? 755 PROJECT NO.: 06/15/01 904.005 DRAWN BY: O n 780 ................. ........................................... . ......... Q ............ . ... .................................................................................................................................................................................................................................................................................................. Granular Backfi I DRAWING FILES R: \904 \005\DWGS \C601 ir . XREF: R: \904 \005 \DWGS \904005TP XREF: R: \904 \005 \DWGS \STORM XREF: R: \904 \005 \DWGS \60BSOV SHEET NO.: - i 775 ............................................................. . ............... ............................................................ . ..... . . ......................................................... ................................................................................................................................................................................................................................................................................................................. O 770 1 1f ................................................ ... RCP 131' 0.50% 12"RCP 765 R 0. Ox ............ ...... .................................................................................................................................. .......... I ...................................................................................................................................................................................................................................................................................................... 18" MIN. CLEARANCE 760 II �? 755 SCALE. HORZ.: 1 " =50' VERT.: 1"=5' 750 II s N O s 0 N o� rim- 0%V111111111/ `1 0 OR6s1, ''- No Fo•... 9 20350 ) 1 STATE OF 1,4Z5 70NAL �aG``• tZ l /llllllll DATE: 6 / G THIS DRAWING AND THE M S. 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. 2001) j hneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 06/15/01 904.005 DRAWN BY: CHECKED BY. W Existing Grade New Grade Granular Backfi I SCALE. HORZ.: 1 " =50' VERT.: 1"=5' 750 II s N O s 0 N o� rim- 0%V111111111/ `1 0 OR6s1, ''- No Fo•... 9 20350 ) 1 STATE OF 1,4Z5 70NAL �aG``• tZ l /llllllll DATE: 6 / G THIS DRAWING AND THE M S. 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. 2001) j hneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 06/15/01 904.005 DRAWN BY: CHECKED BY. W SHEET TITLE: STORM SEWER PLAN DRAWING FILES R: \904 \005\DWGS \C601 XREF: R: \904 \005 \DWGS \005BS XREF: R: \904 \005 \DWGS \904005TP XREF: R: \904 \005 \DWGS \STORM XREF: R: \904 \005 \DWGS \60BSOV SHEET NO.: (C (son O d Z 6 zzd d w o� U U w � N a DATE: PROJECT NO.: 06/15/01 904.005 DRAWN BY: CHECKED BY. DTR SHEET TITLE: STORM SEWER PLAN DRAWING FILES R: \904 \005\DWGS \C601 XREF: R: \904 \005 \DWGS \005BS XREF: R: \904 \005 \DWGS \904005TP XREF: R: \904 \005 \DWGS \STORM XREF: R: \904 \005 \DWGS \60BSOV SHEET NO.: (C (son J