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Home My WebLink AboutC801 Stormwater Pollution Prevention DetailsEROS O\ CONTROL SC -E3JLE EROSION CONTROL MEASURE INSTALLATION SEQUENCE STONE ENTRANCE PRIOR TO CLEARING AND GRADING SILT FENCE PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION PRIOR TO CLEARING AND GRADING TREE PROTECTION PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS ALONG WITH ROUGH GRADING TEMPORARY SEDIMENT TRAP ALONG WITH ROUGH GRADING TEMPORARY SEEDING AFTER ROUGH GRADING PERMANENT SEEDING AFTER FINISH GRADING EROSION CONTROL MATTING AFTER FINISH GRADING STRAW BALES AFTER FINISH GRADING INLET PROTECTION AFTER EACH INLET IS PLACED SEED, SOD LANDSCAPE AROUND AFTER FINISHED GRADING AROUND FINISHED UNITS FINISHED UNITS 8' REMOVAL OF STRAW BALES AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED PIPE SIZE B La W RIPRAP SIZE d50 42' 10.5' 25' 18' 12" 36' 9' 20' 15' 9" 30' 7.5' 15' 12' 9` 24' 6' 12' 10' 6' 12' -21' 4' 10' 8' 6' 6' -8' 2' 5' 4' 6' DATE: 03/01/04 PROJECT NO.: 4702.002 DRAWN BY: RDR CHECKED BY: RLD SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: N: \4k \4702 \002 \dwgs \020604 \C801 -C801 A.dwg XREF: N:\41A4702\002\dwgs\020604\Titlel.dwg SHEET NO.: CBOT. SILT FENCE Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. 4 oz /syd Warp 125 lbs. Warp 50 Strength 50 lbs. 200 psi 70 50 -80 225 gpm /sq. ft 75 Fabric Weight Grab Strength Elongation Trapezoidal Tear Burst Strength UV Resistance A.O.S Slurry Flow Rate Sediment Retention Silt Fence Material Fence Post Fence Post Should) be Buried 1' Below Ground Surface SILT FENCE DETAIL N TS INDOT CA #5 OR 12" #8 STONE 12' THICK v 1 U 45 Oe. /A/ V/ \/7/\/ \i V� AV A \Z \\�i� /(A SUBGRADE 2: 1 MAX. UNDERDRAIN" W /SOCK PER DETAIL Similar for culvert outlets ROCK DONUT DROP INLET PROTECTION NO SCALE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA 12" COMPACTED EMBANKMENT MATERIAL TYP. 7- Stakes 5' O.C. Ground Surface \--Silt e c F n e Material Should be Buried 6" Below Ground Surface. #5 STONE BERM AROUND PERIMETER 15x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE 2 stakes (typ) per bale bindings to be placed parallel to ground 0 12" MIN 3: 1 OR FLAIIER SIDE SLOPES 12" 1 L CONCRETE WASHOUT DETAIL i! Plan (n.t.s.) Profile (n.t.s. NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE. LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. 7 C801 --f f l o w straw bale stake (typ) straw bale 11 /l 3 6 undertoe SEDIMENT FILTER DETAIL GROUND SURFACE SILT FENCE MATERIAL NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION SILT FENCT) BEEHIVE INLET OR DRAINAGE COVER 2 -3" COARSE AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL 'CLI "CL 'C� �C� "FL "��I T� RAP '��i DIRECTION `t`��1`•►= OF FLOW r w •w O VER 'r- GEOTEXTILE RIP i 'lir ;�i i J i �i �i i i i i NOTES 1. MINIMUM THICKNESS OF RIPRAP TO BE 12". PIPE Q CULVERT s 2. GEOTEX11LE TO BE POLYFELT TS700 OR APPROVED EQUAL. SLop VA PIPE CULVERT o RIPRAP GEOTEXTILE UNDER END SECTION END SECTION TOE ANCHOR LATHS SILT FENCE EXTENDS 6" BELOW FINISHED GRADE PLAN VIEW CROSS SECTION La OR TO EDGE OF SAFETY LEDGE RIPRAP GEOTEXTILE (SEE NOTES) 2' 2' RIPRAP DETAIL CD END SECTION SEE NOTES ON SHEET C801A FOR MAINTENANCE REQUIREMENTS SITE SPECIFIC CONSTRUCTION SEQUENCE The purpose of staging construction during the earthwork phase of the project is to limit the amount of ground disturbed at any given time and to control silt from the areas that are disturbed to prevent silt from leaving the site. For this reason, the following sequencing should be followed as much as possible. 1. Install construction entrance, silt fence, and tree protection. 2. Install construction fence. 3. Demolish building, trees, and site improvements in vicinity of new building. 4. Strip topsoil, Grading. 5, Construct new building and utilities. 6. Construct paved areas. 7. Install roof drains. 8. Landscaping. 9. Spread topsoil and seeding. POST CONSTRUCTION ACTIVITIES 1. Inspect and maintain all erosion control measures as detailed in the erosion control measures and maintenance requirements beginning immediately after installation. STORMWATER POLLUTION PREVEN110N DATA PLAN INDEX A3. Project Nature Purpose: Demolish Existing Clubhouse Construct New A4. Vicinity Map: See Cover Sheet C100. A5. Legal Description: See Topography Sheet B101 and /or Site Plan A6. Proposed Site Improvements: See Site Plan Sheet C101. A7. Hydrologic Unit Code: 05120201090060 A8. State or Federal Water Quality Permits: None A9. Stormwater Discharge Points: Site Sheet Drains to West and South. (See Utility Plan) A10. Wetlands, Lakes or Water Courses: None in Vicinity All. Receiving Waters: Spring Mill Run Al2. Potential Discharges to Groundwater: None known A13. 100 Year Floodplains /Floodways: See Sheet C100 A14. Storm Flows: No Net Change in Storm Water Flows or Patterns A15. Adjacent Land Use: See sheet C100 and Topography Sheet B101. No upstream watershed. A16. Location of Disturbed Areas: See sheet C104 A17. Existing Vegetation: See Topography Sheet B101. A18. Soils Map, Description and Limitations: See sheet C104. A19. Proposed Stormwater System: See Utility Plan C103 A20. Off -site Construction Activity: None proposed A21. Stockpile, Borrow, and /or Disposal Areas: None Proposed A22. Existing Site Topography: See Topography Sheet B101. A23. Proposed Topography. See Grading Plan C102 CONSTRUCTION COMPONENTS B1. Potential Construction Pollutant Sources: Sediment particles, possibly oils, hydraulic fluids, fuel, grease. B2. Construction Sequence: See Stormwater Pollution Prevention Sequence on this Sheet. B3. Construction Entrance: See Sheet C104 for location. B4 to B11. Erosion Control Measures: See this Sheet, C801A and Sheet C104. B12. Permanent Stabilization: See Sheet 801A, Sheet C104, and Landscape Plan B13. Material Handling /Spill Prevention: Sediment to be placed in soil stockpile areas. Oils, hydraulic fluids, fuel, grease and other equipment spills to be removed from the project site. See Sheet 801A for Stormwater Pollution Prevention Notes on these. B14. Monitoring Maintenance Guidelines: See Sheet 801A. B15. Individual Lot Requirements: Not Applicable POST CONSTRUCTION REQUIREMENTS C1. Pollutants Sources Associated with Proposed Use: Sediment particles, grass clippings, leaves, oils, fuel, heavy metals, road salt, roof tars, trash and other debris associated with Commercial Residential Development. C2. Stormwater Quality Implementation Sequence: See this Sheet and C801A. C3. Post Construction Stormwater Quality Measures: a. Minimization of site disturbance b. Directing runoff from impervious areas to vegetated areas c. Vegetated strips and /or swales d. Permanent erosion control seeding and plantings e. Outlet protection velocity dissipation devices, riprap stone protection f. Mulching C4. Stormwater Quality Measures: See this sheet, C801A and Sheets C101 -C104 C5. Maintenance Guidelines: Site Owner will be responsible for maintaining Permanent Water Quality Measures as follows: a. Maintain lawn areas with minimum of 70% grass plant cover. Fertilize and irrigate as needed to keep grass healthy. Do not over fertilize. b. Grass height to be maintained at 6" or less. c. If erosion occurs, regrade to prevent further erosion and restor lawn surface. CONTACT PERSON: Chris Metzger Shiel Sexton 902 N. Capital Indianapolis, IN 46204 317 423 -6041 100% CONSTRUCTION DOCUMENTS t�s��;lsn� {tie DATE: 3(2-7'76 THIS DRAWING AND THE IDEAS, DESIGFIS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTEI I FCTUAL 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) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. schneidercorp. corn Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering