Loading...
Mann 5 lot Full SubmissionHutchins Engineering PLLC 0+001+002+003+00 4+00 5+00 6+00 7+008+009+0010+0011+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+000+001+002+003+004+005+000+001+002+003+004+005+000+001+002+003+004+005+006+000+000+000+001+002+003+004+00Call Before You Dig Wait The Required Time Confirm Utility Response Respect The Marks Dig With Care 800-962-7962 www.digsafelynewyork.com Dig New York Hutchins Engineering PLLC 0+001+002+003+00 4+00 5+00 6+00 7+008+009+0010+0011+004+005+006+007+008+000+001+002+003+004+005+000+001+002+003+004+005+000+001+002+003+004+005+006+00W WW0+001+002+003+004+00Call Before You Dig Wait The Required Time Confirm Utility Response Respect The Marks Dig With Care 800-962-7962 www.digsafelynewyork.com Dig New York Hutchins Engineering PLLC 0+001+002+003+004+005+000+001+002+003+004+005+000+001+002+003+00W W SFSFS F S F SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SFSFSF SF SF S F S F SFSF SF SF SF SF SF SFS F SFSFSFSFSFSFSFSFSFSFSF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSF Hutchins Engineering PLLC Call Before You Dig Wait The Required Time Confirm Utility Response Respect The Marks Dig With Care 800-962-7962 www.digsafelynewyork.com Dig New York 0+000+001+002+003+004+005+006+00SFSFSFSFSFSFSFSFSF W0+001+002+003+004+00SFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F SFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFHutchins Engineering PLLC Call Before You Dig Wait The Required Time Confirm Utility Response Respect The Marks Dig With Care 800-962-7962 www.digsafelynewyork.com Dig New York 0+001+002+003+00 4+00 5+00 6+00 7+008+009+0010+0011+00SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFHutchins Engineering PLLC Call Before You Dig Wait The Required Time Confirm Utility Response Respect The Marks Dig With Care 800-962-7962 www.digsafelynewyork.com Dig New York 0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+000+000+00SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFS F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF0+001+002+003+00 4+00 5+00 6+00 7+008+009+0010+0011+000+001+002+003+004+005+000+001+002+003+004+005+000+001+002+003+004+005+006+000+001+002+003+004+00Hutchins Engineering PLLC 0+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+50540 545 550 555 560 565 570 575 580 585 590 595 600 605 610 615 620 625 630 635 640 645 650 655 660 665 670 540 545 550 555 560 565 570 575 580 585 590 595 600 605 610 615 620 625 630 635 640 645 650 655 660 665 670 5.00%PVC STA.0+25.00PVC ELEV.550.25PVI STA.0+50.00PVI ELEV.551.50PVT STA.0+75.00PVT ELEV.554.0050.00VC 100.00SD5.00%10.00% 10.00K-Val 12.00 %PVC STA.0+75.00PVC ELEV.554.00PVI STA.1+00.00PVI ELEV.556.50PVT STA.1+25.00PVT ELEV.559.5050.00VC 1000.00SD10.00%12.00% 25.00K-Val 12.00 % 5.00%PVC STA.4+75.00PVC ELEV.601.50PVI STA.5+00.00PVI ELEV.604.50PVT STA.5+25.00PVT ELEV.605.7550.00VC 119.94SD12.00%5.00% 7.14K-Val PVC STA.5+75.00PVC ELEV.608.25PVI STA.6+00.00PVI ELEV.609.50PVT STA.6+25.00PVT ELEV.612.5050.00VC 71.43SD5.00%12.00% 7.14K-Val 12.00 % 12.00 % 6.00%PVC STA.10+25.00PVC ELEV.660.50PVI STA.10+40.00PVI ELEV.662.30PVT STA.10+55.00PVT ELEV.663.2030.00VC 125.76SD12.00%6.00% 5.00K-Val 4.00%PVC STA.10+75.00PVC ELEV.664.40PVI STA.10+80.00PVI ELEV.664.70PVT STA.10+85.00PVT ELEV.664.9010.00VC 337.29SD6.00%4.00% 5.00K-Val Hutchins Engineering PLLC Call Before You Dig Wait The Required Time Confirm Utility Response Respect The Marks Dig With Care 800-962-7962 www.digsafelynewyork.com Dig New York Hutchins Engineering PLLC Call Before You Dig Wait The Required Time Confirm Utility Response Respect The Marks Dig With Care 800-962-7962 www.digsafelynewyork.com Dig New York Drawing Not To Scale 1.Prepare soil before installing rolled erosion control products (RECPs), including any necessary application of lime, fertilizer, and seed. 2.Begin at the top of the slope by anchoring the RECPs in a 6"(15cm) deep X 6"(15cm) wide trench with approximately 12" (30cm) of RECPs extended beyond the up-slope portion of the trench. Anchor the RECPs with a row of staples/stakes approximately 12" (30cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Apply seed to the compacted soil and fold the remaining 12"(30cm) portion of RECPs back over the seed and compacted soil. Secure RECPs over compacted soil with a row of staples/stakes spaced approximately 12"(30cm) apart across the width of the RECPs. 3.Roll the RECPs (A) down or (B) horizontally across the slope. RECPs will unroll with appropriate side against the soil surface. All RECPs must be securely fastened to soil surface by placing staples/stakes in appropriate locations as shown in the staple pattern guide. 4.The edges of parallel RECPs must be stapled with approximately 2" - 5" (5-12.5cm) overlap depending on the RECPs type. 5.Consecutive RECPs spliced down the slope must be end over end (Shingle style) with an approximate 3"(7.5cm) overlap. Staple through overlapped area, approximately 12"(30cm) apart across entire RECPs width. Drawn on: 3-16-11 Disclaimer: The information presented herein is general design information only. For specific applications, consult an independent professional for further design guidance. 2"-5" (5-12.5cm) 3B 4 2 5 1 3A 6" (15cm) 6" (15cm) *NOTE: In loose soil conditions, the use of staple or stake lengths greater than 6"(15cm) may be necessary to properly secure the RECP's. 3"(7.5cm) 5401 St. Wendel - Cynthiana Rd. Poseyville, IN 47633 PH: 800-772-2040 www.tensarnagreen.com Hutchins Engineering PLLC Call Before You Dig Wait The Required Time Confirm Utility Response Respect The Marks Dig With Care 800-962-7962 www.digsafelynewyork.com Dig New York Hutchins Engineering PLLC Call Before You Dig Wait The Required Time Confirm Utility Response Respect The Marks Dig With Care 800-962-7962 www.digsafelynewyork.com Dig New York