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Home My WebLink AboutC105 Stormwater Pollution Prevention PlanHATCH PATTERN DENOTES TEMPORARY SEEDING 1 HATCH PATTERN DENOTES PERMANENT SEEDING CHECKED BY: HATCH PATTERN DENOTES EROSION CONTROL BLANKET DRAWING FILES: N: \1238 \1202 \DWGS \C105- 106.DWG XREF: 12012ABS.DWG XREF: 1201 BBS.DWG XREF: 1201 BS.DWG XREF: 1009BS.DWG XREF: MID —BS —E —B.DWG XREF: CA11.DWG, CA14.DWG XREF: 1202ERO.DWG g .4 CURB INLET SEDIMENT BARRIER (TYP) BEEHIVE INLET PROTECTION I! PAVED AREA INLET SEDIMENT BARRIER (TYP) STRAW BALES (TYP) SILTATION FENCE CONSTRUCTION LIMITS TS TEMPORARY SEDIMENT F1LTER/BARRIER TREE PRESERVATION EXISTING WETLANDS NOTE: FREE PRESERVATION AREAS ARE APPROXIMATE. SPECIFIC LIMITS SHALL BE DIRECTED PER DEVELOPER IN THE FIELD. ALL DISTURBED AREAS SHALL BE TEMP. SEEDED; SILT .FENCE 1 w r Soils Legend Descriptions: B Brookston silty clay loam, Soil scription and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink—swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened h suitable material. CrA Crosby silt loam, Soil Description and Characteristics: The main soil features that adversely effect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink—swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained to prevent wetness from ping a problem. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. MmB2 Miami silt loam, Soil on and Characteristics: The main soil features that adversely effect engineering uses of this soil are moderate potential frost action, moderate shrink —swell potential, moderate permeability and w strength. In addition, erosion is a hazard during construction. This soil is suitable for building sites, but slope, clayey texture, shrinking I swelling, and low strength are moderate limitations that need to be overcome. This soil has severe limitations for local roads and streets because of low strength. The base material for roads and streets should be replaced or strengthened with suitable material. Note: Soil Descriptions and tics shown were taken from the Soil Survey of Hamilton County, Indiana USDA Soil Conservation Recommendations and methods to overcome soil limitations: Limitations for local roads, streets and dwellings because of seasonal high water table and high potential frost action can be overcome by the use of curb unaerL.. strengthening or lime stabilization. Swales which sever the surface drainage can also help. High water tables can be overcome with respect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the proposed infrastructure improvements on this site. i i 2 63 fl, 1• 4 •4 ti i 1 NOTE: EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS 1 -9 OF "SPECIFIC STORMWATER POLLUTION PREVENTION PLAN NOTES" ON C805 HAVE BEEN COMPLETED IN ADDITION TO ITEMS DEPICTED ON PLAN. 261 ..260 1 5 1 -WARNING THIS SHEET TO BE USED FOR STORMWATER POLLUTION PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. SEE SHEETS C804 0805 FOR ALL STORMWATER L OLLUTION PREVENTION PLAN DETAILS NOTES] 1 J NOTE: RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC. IMMEDIATELY. NOTE: ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES MAY BE REQUIRED IN THE FIELD BY THE HAMILTON COUNTY SURVYQR'S OFFICE OR H. S: VV :C,D1.•INSPECTO t Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour Section A B Breakline CONTACT PERSON: KEVIN KRULIK BRENWICK DEVELOPMENT 12821 E. NEW MARKET ST. SUITE 200 CARMEL, IN 46032 (317) 574 -3400 FOR CONTINUATION SEE SHEET C106 HOLEY MOLEY SAYS et DON' DIG BLIND" "IT'S THE LAW'' CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING I"HE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ASSUMED NORTH SCALE: 1 =50' IBIENKCIEEMA.R.K. TB M #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION 893.39 CC U J J CO -J x o (.5 U w o 0 n N N) •d- CO Co' c0 N o. ::0 ATE 0075 OF NA �IIrr DATE: 3/1/04 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. (2004) t 411 1 Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: 11/30/04 PROJECT NO.: 1238.1202 DRAWN BY: DCC CHECKED BY: SHEET TITLE: STORMWATER POLLUTION PREVENTION PLAN DRAWING FILES: N: \1238 \1202 \DWGS \C105- 106.DWG XREF: 12012ABS.DWG XREF: 1201 BBS.DWG XREF: 1201 BS.DWG XREF: 1009BS.DWG XREF: MID —BS —E —B.DWG XREF: CA11.DWG, CA14.DWG XREF: 1202ERO.DWG SHEET NO.: C ..t 0)5 TREE PRESERVATION EXISTING WETLANDS NOTE: FREE PRESERVATION AREAS ARE APPROXIMATE. SPECIFIC LIMITS SHALL BE DIRECTED PER DEVELOPER IN THE FIELD. ALL DISTURBED AREAS SHALL BE TEMP. SEEDED; SILT .FENCE 1 w r Soils Legend Descriptions: B Brookston silty clay loam, Soil scription and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink—swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened h suitable material. CrA Crosby silt loam, Soil Description and Characteristics: The main soil features that adversely effect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink—swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained to prevent wetness from ping a problem. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. MmB2 Miami silt loam, Soil on and Characteristics: The main soil features that adversely effect engineering uses of this soil are moderate potential frost action, moderate shrink —swell potential, moderate permeability and w strength. In addition, erosion is a hazard during construction. This soil is suitable for building sites, but slope, clayey texture, shrinking I swelling, and low strength are moderate limitations that need to be overcome. This soil has severe limitations for local roads and streets because of low strength. The base material for roads and streets should be replaced or strengthened with suitable material. Note: Soil Descriptions and tics shown were taken from the Soil Survey of Hamilton County, Indiana USDA Soil Conservation Recommendations and methods to overcome soil limitations: Limitations for local roads, streets and dwellings because of seasonal high water table and high potential frost action can be overcome by the use of curb unaerL.. strengthening or lime stabilization. Swales which sever the surface drainage can also help. High water tables can be overcome with respect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the proposed infrastructure improvements on this site. i i 2 63 fl, 1• 4 •4 ti i 1 NOTE: EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS 1 -9 OF "SPECIFIC STORMWATER POLLUTION PREVENTION PLAN NOTES" ON C805 HAVE BEEN COMPLETED IN ADDITION TO ITEMS DEPICTED ON PLAN. 261 ..260 1 5 1 -WARNING THIS SHEET TO BE USED FOR STORMWATER POLLUTION PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. SEE SHEETS C804 0805 FOR ALL STORMWATER L OLLUTION PREVENTION PLAN DETAILS NOTES] 1 J NOTE: RULE 5 REQUIRES ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE TO BE STABILIZED (SEEDED, MULCHED, ETC. IMMEDIATELY. NOTE: ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES MAY BE REQUIRED IN THE FIELD BY THE HAMILTON COUNTY SURVYQR'S OFFICE OR H. S: VV :C,D1.•INSPECTO t Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour Section A B Breakline CONTACT PERSON: KEVIN KRULIK BRENWICK DEVELOPMENT 12821 E. NEW MARKET ST. SUITE 200 CARMEL, IN 46032 (317) 574 -3400 FOR CONTINUATION SEE SHEET C106 HOLEY MOLEY SAYS et DON' DIG BLIND" "IT'S THE LAW'' CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING I"HE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ASSUMED NORTH SCALE: 1 =50' IBIENKCIEEMA.R.K. TB M #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION 893.39 CC U J J CO -J x o (.5 U w o 0 n N N) •d- CO Co' c0 N o. ::0 ATE 0075 OF NA �IIrr DATE: 3/1/04 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. (2004) t 411 1 Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering