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Home My WebLink About03080010 Townhomes at Rangeline Block B - Construction Plans - Erosion Control Plan C103Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour 1-I-:-I--I- HATCH PATTERN DENOTES TEMPORARY SEEDING 'i HATCH PATTERN DENOTES PERMANENT SEEDING HATCH PATTERN DENOTES EROSION CONTROL BLANKET CURB INLET SEDIMENT BARRIER (TYP) BEEHIVE INLET PROTECTION r, a`, STRAW BALES (TYP) SILTATION FENCE CONSTRUCTION LIMITS 0 TEMPORARY SEDIMENT FILTER /BARRIER EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFiLR STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING 1< c AR. #3 BLOCK "B" COURTYARD 1 l COURTYARD TOWNHOME #4 COURTYARD SUGGESTED SEQUENCE OF CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL MEASURES 1. Call the Indiana Underground Plant Protection Systems, Inc. ?Holey Maley?) at 1- 800 382 -5544 to check the location of any existing utilities. They should be notified two working clays before construction takes place. 2. Before opening up the site, first evaluate, mark, and protect important trees and associated root zones, unique areas to be preserved (i.e. wetlands), or existing vegetation suitable for use as filter strips (especially in perimeter areas). 3. Before clearing and grading, install sediment basins or traps around the perimeter of the site and diversions above the site. The intent is to direct water from undisturbed areas away from the sediment traps while conveying sediment -laden runoff from disturbed areas to the traps. 4. Also before clearing and grading, install the main runoff conveyance system with inlet and outlet protection devices to convey storm runoff through the side without creating gullies and to prevent damage to the receiving waters. 5. As soon as the storm drain system is functional, install drain inlet protections, which trap sediment on -site in shallow pools while allowing high water flows to enter the system. 6. Install streambank stabilization practices (including necessary stream crossings) independently and ahead of other construction activities. The reason is that increased storm runoff resulting form subsequent site clearing and construction makes streambank stabilization work more difficult and costly. 7. Once erosion and sediment control measures are in place, begin land clearing followed immediately by grading. Do not leave large areas unprotected for more than 7 days. Adjoining areas planned for development should be left undisturbed as long as possible to serve as natural buffer zones. 8. As grading is done, install additional traps, silt fences, slope drains, temporary diversions, and other runoff control measures at appropriate locations to keep sediment contained on -site. 9. Immediately after grading, apply surface stabilization practices on all graded areas, using permanent measures in accordance with the erosion /sediment control plan. However, if weather delays permanent stabilization, temporary seeding and /or mulching may be necessary as a stop -gap measure. Also, stabilize (using temporary seeding /mulching or other suitable means) any disturbed area where active construction will not take place for 30 working days. 10. For housing development construction, use perimeter sediment barriers and gravel entrances to keep sediment form leaving individual homesites and affecting the road surfaces, storm sewers, and established grassed waterways. 11. After construction and final grading, landscape and permanently stabilize all disturbed sites including borrow and disposal areas. Also remove temporary runoff control structures and any unstable sediment around them, and vegetate those areas. 2 stakes (typ) per bale Plan (n t. s.) Profile (n.t.s.) straw bale "-6"undertoe SEDIMENT FILTER DETAIL SILT FENCE MAINTENANCE REQUIREMENTS SANDBAG CURB INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS 1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NECESSARY. 2. INSPECT AFTER EACH STORM EVENT. 3. REMOVE SEDIMENT, WITHOUT FLUSHING, WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. 4. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOPDRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. Ranking: 1 Good 2 Medium Not tolerant SILT FENCE Silt. Fence Material Fence Post Fence Post Should be Buried 1' Below Ground Surface FIGURE 5 -4 SILT FENCE DETAIL NTS Ground Surface All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. Fabric Weight 4 oz /syd Grab Strength Warp 125 lbs. Elongation Warp 50 Trapezoidal Tear Strength 50 lbs. Burst Strength 200 psi UV Resistance 70 A.O.S 50-80 Slurry Flow Rate 225 gpm /sq. ft Sediment Retention 75 Silt Fence Material Should be Buried 6" Below Ground Surface. 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" toll lath stapled to stakes over fabric as reinforcement. Salt Tolerance (to both soil salts spray): T Tolerance MT Medium Tolerance S Slight Tolerance SOIL Salt CONDITION Tolerance Wet Vorrr Dry Gen. Soil Spray Creeping Red Fescue 2 1 2 I 1 1 1 Med. 1 20 -25 12 -18 7 -21 S Festuca rubro Kentucky Bluegrass 2 1 •j 2 1 1 1 Med. 25 -35 12 -18 10 -20 MT Poa pratinsis 1 Tall Fescue 2 1 1 1 1 1 Low 24 -35 24 -36 5 -14 Festuca L arundinacea Perennial ryegrass 2 Med- 2 15 -20 12 -18 5 -10 MT 1 T Lolium perenne High Crownvetch Low 5 -10 24 14 -21 Coronilla varia Red Clover Med. 1 7 -10 18 5 -10 S S Trifolium protense EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED, SOD LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING 10 THESE AREAS AC REMOVAL OF SILT FENCE N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED PUBLIC ROAD SILT FENCE MATERIAL ONE FOOT OVERLAP ONTO THE CURB CROSSBARS 6" (MIN) 2 -3" COARSE AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) 6' HIGH, 12" WADE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. TEMPORARY CONSTRUCTION ENTRANCE DETAIL BEEHIVE INLET OR DRAINAGE COVER SILT FENCE EXTENDS 6" BELOW FINISHED GRADE INLET PROTECTION SILT FENCE CURB INLET CURB INLET SEDIMENT BARRIER NO SCALE Irrigated Wheat or Rye Oats Annual Ryegrass Non Irrigated* Dormant Seeding Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye ASSUMED NORTH AGAINST L WITHOUT NOTIFYING THE UNDERGROUND SCALE. 1 20 LOCATION BEFORE COMMENCING WORKING G WORK DAYS Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep Not necessary where mulch is applied. Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to 'test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with a harrow, disk or rake operated across the slope as much as possible. Seeding Select a seed mixture based on projected use of the area (Figure 5 -2), while considering best seeding dotes. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Species Level and Sloping, Open Areas 1. Tall Fescue 35 2. Tall Fescue 25 Red Clover 5 3. Kentucky Bluegrass 15 Creeping Red Fescue 15 Steep Banks and Cuts 4. Tall Fescue 5. Tall Fescue 35 Temporary Seeding Dates Irrigation needed during this period. To control erosion at times other than in the shaded areas, use mulch. FIGURE 5 -3 Temporary Seedings Figure 5 -2: Permanent Seed Mixtures Kentucky Bluegrass 25 .6 Emerald Crownvetch 10 .25 Lawns and High Maintenance Areas DEVELOPER. Permanent Seeding Dotes 3.5 lbs. 2 bu. Cover seed 1" to 1 1/2" deep Seeding Rate Suitable pH Ibs /acre lbs/1000 sq. ft. .8 5.5 -8.3 .6 5.5 -8.3 .12 .4 5.5 -7.5 .4 15 .4 5.8 -7.5 .8 5,5 -8.3 6. Kentucky Bluegrass 40 .9 5.8 -7.5 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 HOLEY MOLEY SAYS DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMEN I.E. INVESTMENTS, LLC 1016 3rd AVENUE SW, SUITE 100 CARMEL, INDIANA 46032 13171 846 -6641 FAX 13171 814 -2231 STEVE SCHUTZ ENGINEER: THE SCHNEIDER CORPORATION 12821 EAST NEW MARKET ST., SUITE 100 CARMEL, IN 46032 13171 569 -8112 FAX 826 -6410 May 1 Jun 1 Jul Aug 1 Sep Oct Late summer seeding dates may be extended 5 days if mulch is applied. Increase seeding application by 50%. Site Suitability* well Droughty Drained Wet 1 Preferred 2 Will Tolerate Inoculate with specific Inoculant. THIS DRAWING DATE: THE ID IESIGNS AND CONCEPTS CONTAINED' HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF ;THE SCHNEiDER CORPORATION, AND ARE NOT I TO BE USED OR REPRODUCED, IN WHOLE OR' -:IN; PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORA11ON.I i l i COPYRIGHTED BY THE SCHNEIDER CORP. (2003) THE SCHNEIDER` CORPORATION 12821 E. New Niarkt Street Suite 100 Carmel, IN 46032` id Telephone: 31i,569',8112 Fax: 317.826.6410 www.schneidereorp.com Architecture Civil Engineerinig Environmental .engineering Geotechnical Services GIS LIS Home Builder Servi Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: 07/18/03 DRAWING FILES: N: \4K \4580 \001 \DWGS\ XREF: 4580- A- BS.DWG XREF: 4580- B- BS.DWG XREF: 4580001 S.DWG XREF: ERO- B- BS.DWG SHEET NO.: DRAWN BY: DCC SHEET TiTLE: EROSION C AND DETAILS, z rn z O CO a:4 rn CO PR0JE�CT NO.: 'L'`' 580. CHECKED BY: 'ROL PLAN FLOCK "B" \C103.DWG vraN Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour 1-I-:-I--I- HATCH PATTERN DENOTES TEMPORARY SEEDING 'i HATCH PATTERN DENOTES PERMANENT SEEDING HATCH PATTERN DENOTES EROSION CONTROL BLANKET CURB INLET SEDIMENT BARRIER (TYP) BEEHIVE INLET PROTECTION r, a`, STRAW BALES (TYP) SILTATION FENCE CONSTRUCTION LIMITS 0 TEMPORARY SEDIMENT FILTER /BARRIER 1< c AR. #3 BLOCK "B" COURTYARD 1 l COURTYARD TOWNHOME #4 COURTYARD SUGGESTED SEQUENCE OF CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL MEASURES 1. Call the Indiana Underground Plant Protection Systems, Inc. ?Holey Maley?) at 1- 800 382 -5544 to check the location of any existing utilities. They should be notified two working clays before construction takes place. 2. Before opening up the site, first evaluate, mark, and protect important trees and associated root zones, unique areas to be preserved (i.e. wetlands), or existing vegetation suitable for use as filter strips (especially in perimeter areas). 3. Before clearing and grading, install sediment basins or traps around the perimeter of the site and diversions above the site. The intent is to direct water from undisturbed areas away from the sediment traps while conveying sediment -laden runoff from disturbed areas to the traps. 4. Also before clearing and grading, install the main runoff conveyance system with inlet and outlet protection devices to convey storm runoff through the side without creating gullies and to prevent damage to the receiving waters. 5. As soon as the storm drain system is functional, install drain inlet protections, which trap sediment on -site in shallow pools while allowing high water flows to enter the system. 6. Install streambank stabilization practices (including necessary stream crossings) independently and ahead of other construction activities. The reason is that increased storm runoff resulting form subsequent site clearing and construction makes streambank stabilization work more difficult and costly. 7. Once erosion and sediment control measures are in place, begin land clearing followed immediately by grading. Do not leave large areas unprotected for more than 7 days. Adjoining areas planned for development should be left undisturbed as long as possible to serve as natural buffer zones. 8. As grading is done, install additional traps, silt fences, slope drains, temporary diversions, and other runoff control measures at appropriate locations to keep sediment contained on -site. 9. Immediately after grading, apply surface stabilization practices on all graded areas, using permanent measures in accordance with the erosion /sediment control plan. However, if weather delays permanent stabilization, temporary seeding and /or mulching may be necessary as a stop -gap measure. Also, stabilize (using temporary seeding /mulching or other suitable means) any disturbed area where active construction will not take place for 30 working days. 10. For housing development construction, use perimeter sediment barriers and gravel entrances to keep sediment form leaving individual homesites and affecting the road surfaces, storm sewers, and established grassed waterways. 11. After construction and final grading, landscape and permanently stabilize all disturbed sites including borrow and disposal areas. Also remove temporary runoff control structures and any unstable sediment around them, and vegetate those areas. 2 stakes (typ) per bale Plan (n t. s.) Profile (n.t.s.) straw bale "-6"undertoe SEDIMENT FILTER DETAIL SILT FENCE MAINTENANCE REQUIREMENTS SANDBAG CURB INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS 1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NECESSARY. 2. INSPECT AFTER EACH STORM EVENT. 3. REMOVE SEDIMENT, WITHOUT FLUSHING, WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. 4. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOPDRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. Ranking: 1 Good 2 Medium Not tolerant SILT FENCE Silt. Fence Material Fence Post Fence Post Should be Buried 1' Below Ground Surface FIGURE 5 -4 SILT FENCE DETAIL NTS Ground Surface All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. Fabric Weight 4 oz /syd Grab Strength Warp 125 lbs. Elongation Warp 50 Trapezoidal Tear Strength 50 lbs. Burst Strength 200 psi UV Resistance 70 A.O.S 50-80 Slurry Flow Rate 225 gpm /sq. ft Sediment Retention 75 Silt Fence Material Should be Buried 6" Below Ground Surface. 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" toll lath stapled to stakes over fabric as reinforcement. Salt Tolerance (to both soil salts spray): T Tolerance MT Medium Tolerance S Slight Tolerance SOIL Salt CONDITION Tolerance Wet Vorrr Dry Gen. Soil Spray Creeping Red Fescue 2 1 2 I 1 1 1 Med. 1 20 -25 12 -18 7 -21 S Festuca rubro Kentucky Bluegrass 2 1 •j 2 1 1 1 Med. 25 -35 12 -18 10 -20 MT Poa pratinsis 1 Tall Fescue 2 1 1 1 1 1 Low 24 -35 24 -36 5 -14 Festuca L arundinacea Perennial ryegrass 2 Med- 2 15 -20 12 -18 5 -10 MT 1 T Lolium perenne High Crownvetch Low 5 -10 24 14 -21 Coronilla varia Red Clover Med. 1 7 -10 18 5 -10 S S Trifolium protense EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFiLR STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING PUBLIC ROAD SILT FENCE MATERIAL ONE FOOT OVERLAP ONTO THE CURB CROSSBARS 6" (MIN) 2 -3" COARSE AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) 6' HIGH, 12" WADE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. TEMPORARY CONSTRUCTION ENTRANCE DETAIL BEEHIVE INLET OR DRAINAGE COVER SILT FENCE EXTENDS 6" BELOW FINISHED GRADE INLET PROTECTION SILT FENCE CURB INLET CURB INLET SEDIMENT BARRIER NO SCALE Irrigated Wheat or Rye Oats Annual Ryegrass Non Irrigated* Dormant Seeding Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye ASSUMED NORTH AGAINST L WITHOUT NOTIFYING THE UNDERGROUND SCALE. 1 20 LOCATION BEFORE COMMENCING WORKING G WORK DAYS Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep Not necessary where mulch is applied. Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to 'test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with a harrow, disk or rake operated across the slope as much as possible. Seeding Select a seed mixture based on projected use of the area (Figure 5 -2), while considering best seeding dotes. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Species Level and Sloping, Open Areas 1. Tall Fescue 35 2. Tall Fescue 25 Red Clover 5 3. Kentucky Bluegrass 15 Creeping Red Fescue 15 Steep Banks and Cuts 4. Tall Fescue 5. Tall Fescue 35 Temporary Seeding Dates Irrigation needed during this period. To control erosion at times other than in the shaded areas, use mulch. FIGURE 5 -3 Temporary Seedings Figure 5 -2: Permanent Seed Mixtures Kentucky Bluegrass 25 .6 Emerald Crownvetch 10 .25 Lawns and High Maintenance Areas DEVELOPER. Permanent Seeding Dotes 3.5 lbs. 2 bu. Cover seed 1" to 1 1/2" deep Seeding Rate Suitable pH Ibs /acre lbs/1000 sq. ft. .8 5.5 -8.3 .6 5.5 -8.3 .12 .4 5.5 -7.5 .4 15 .4 5.8 -7.5 .8 5,5 -8.3 6. Kentucky Bluegrass 40 .9 5.8 -7.5 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 HOLEY MOLEY SAYS DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMEN I.E. INVESTMENTS, LLC 1016 3rd AVENUE SW, SUITE 100 CARMEL, INDIANA 46032 13171 846 -6641 FAX 13171 814 -2231 STEVE SCHUTZ ENGINEER: THE SCHNEIDER CORPORATION 12821 EAST NEW MARKET ST., SUITE 100 CARMEL, IN 46032 13171 569 -8112 FAX 826 -6410 May 1 Jun 1 Jul Aug 1 Sep Oct Late summer seeding dates may be extended 5 days if mulch is applied. Increase seeding application by 50%. Site Suitability* well Droughty Drained Wet 1 Preferred 2 Will Tolerate Inoculate with specific Inoculant. THIS DRAWING DATE: THE ID IESIGNS AND CONCEPTS CONTAINED' HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF ;THE SCHNEiDER CORPORATION, AND ARE NOT I TO BE USED OR REPRODUCED, IN WHOLE OR' -:IN; PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORA11ON.I i l i COPYRIGHTED BY THE SCHNEIDER CORP. (2003) THE SCHNEIDER` CORPORATION 12821 E. New Niarkt Street Suite 100 Carmel, IN 46032` id Telephone: 31i,569',8112 Fax: 317.826.6410 www.schneidereorp.com Architecture Civil Engineerinig Environmental .engineering Geotechnical Services GIS LIS Home Builder Servi Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: 07/18/03 DRAWING FILES: N: \4K \4580 \001 \DWGS\ XREF: 4580- A- BS.DWG XREF: 4580- B- BS.DWG XREF: 4580001 S.DWG XREF: ERO- B- BS.DWG SHEET NO.: DRAWN BY: DCC SHEET TiTLE: EROSION C AND DETAILS, z rn z O CO a:4 rn CO PR0JE�CT NO.: 'L'`' 580. CHECKED BY: 'ROL PLAN FLOCK "B" \C103.DWG