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X LLJ LLJ () LLJ LLJ Cn Z ZD Z F- 7;1 O U 0 • E m LL- E a E H 0 CL C1 'Il FUK WN I INUA IIUN 5LL SHLL 10114 �llYli: Know what's below. Call before you dig. S Existing Sanitary Sewer Existing Storm Sewer C)OO - Existing Contour �— 000 — — Proposed Contour ® ® ® ® Proposed Storm Sewer Structures k,00 Proposed Storm Sewer Flow Line Flow Arrow — x x x — Decorative Building Fencing DANDY BAG INLET PROTECTION (TYP) BEEHIVE INLET PROTECTION PAVED AREA INLET PROTEC11ON -- SILTATION FENCE -- — CONSTRUCTION LIMITS HATCH PATTERN DENOTES TEMPORARY CONSTRUCTION ENTRANCE —I— TREE PROTECTION FENCE SWALE PROTECTION HATCH PATTERN DENOTES PERMANENT SEEDING HATCH PATTERN DENOTES EROSION CONTROL BLANKET S= .,&rH7EjR P<aHI .-�=®T4 1-40)9= y 1. A PRECONSTRUCTION MEETING MUST BE SCHEDULED WITH THE HAMILTON COUNTY SURVEYOR'S OFFICE PRIOR TO ANY DEMOLITION OR EARTH DISTURBING ACTIVITY. 2. EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS 1-6 OF 'PRECONSTRUCTION ACTIVITIES' (B2) ON C801 HAVE BEEN COMPLETED IN ADDITION TO ITEMS DEPICTED ON PLAN. 3. RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. 4. ADDITIONAL STORMWATER POLLUTION PREVENTION MAY BE REQUIRED IN THE FIELD BY THE HAMILTON COUNTY SURVEYOR'S OFFICE OR MS4 JURISDICTION.. 5. ALL EROSION CONTROL MATERIALS MUST BE APPROVED BY THE E&PWD INSPECTOR PRIOR TO INSTALLATION. 6. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIALS IN THE STREETS. 7. APPROXIMATE CONSTRUCTION SCHEDULE: START DATE: MARCH, 2010 COMPLETION DATE: OCTOBER, 2015 8. RECEIVING WATER = DELAWARE CREEK 9. LATITUDE 3955'40' N LONGITUDE 8612'16' W 10. CONTACT PERSON: ASPEN GROUP JAMES SMITH 90 EXECUTIVE DRIVE, SUITE A CARMEL, INDIANA 46032 PH: (317) 582-5100 EMAIL• JWSMITH®ASPENGROUP.COM 11. WARNING: THIS SHEET TO BE USED FOR STORMWATER POLLUTION PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE SHEETS C101 -C112. 12. SEE SHEETS C801 -C802 FOR ALL STORMWATER POLLUTION PREVENTION PLAN DETAILS & NOTES. 13. PHOSPHOROUS CONTAINING FERTILIZERS SHALL NOT BE USED UNLESS SOIL TESTS SHOW A PHOSPHOROUS DEFICIENCY. RUCTION STAGING AREA SH RECEPTACLE, & SITE 6TRUCTION PARKING. ACTOR TO VERIFY FINAL LOCATION. PDES TING BOX SHq/ a� 4 i • No. M 890258 Z STATE OFON A gni FJ �N..IANP ��_ mn►nunnl�� DATE 12/18/09 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. (2009 IC40101 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 Enviromental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: z 4477.004 co c CHECKED BY: DCC z SHEET TITLE: co PREVENTION PLAN DRAWING FILES: C XREF: T:\4k\4477\004\dwgs\TiBe1.dwg Q I� XREF: T:\4k\4477\004\dwgs\4477004-DEMO.dwg o XREF: F:\TSC-C3D\Blocks\9G-DAS.dwg z SHEET NO.: (Cnn5 z O � x o� o: d � W W �Z) w G a� W A A W � d ~� E' E- CD r=) rn w x E- co DATE: PROJECT NO.: 12/18/09 4477.004 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: T:\4k\4477\004\dwgs\C114-C117.dwg XREF: T:\4k\4477\004\dwgs\TiBe1.dwg XREF: T:\4k\4477\004\dwgs\44770048S.dwg XREF: T:\4k\4477\004\dwgs\ROUND-ABOUT.dwg XREF: T:\4k\4477\004\dwgs\4477004-DEMO.dwg XREF: F:\TSC-C3D\Blocks\Seal-das.dwg XREF: F:\TSC-C3D\Blocks\9G-DAS.dwg XREF: T:\4k\4477\004\dwgs\4477004-ERG-BS.dwg SHEET NO.: (Cnn5