Final Engineering 262 270 Main

---- 2 EACH DUMP 3. REMOVE EXISTING GRAVEL - 1 WEEK STRAPS ---- ----

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---- ---- 4. CONSTRUCT TURFSTONE - 2 WEEKS 5. REMOVE ALL EROSION CONTROL STRUCTURES -1 DAY DATE ---- ----

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---- ---- ---- EXPANSION RESTRAINT *NOTE: INDIVIDUAL LOT ACCESS POINTS MAY REQUIRE STABILIZATION. (1/4" NYLON ROPE, THICKNESS SHOWN IS FOR STONE CONSTRUCTION ENTRANCE ONLY (TYP.).

(1/4" NYLON ROPE, THICKNESS SHOWN IS FOR STONE CONSTRUCTION ENTRANCE ONLY (TYP.). 2" FLAT WASHERS) LENGTH OF STONE REQUIRED INSTALLATION DETAIL BAG DETAIL PERCENT SLOPE OF ROADWAY COARSE GRAINED SOILS FINE GRAINED SOILS DUMP 0 TO 2% 50 FT. 100 FT. STRAP NOTES ON STORM SEWER INLET PROTECTION: 2 TO 5% 100 FT. 200 FT.

NOTES ON STORM SEWER INLET PROTECTION: 2 TO 5% 100 FT. 200 FT. REVISION ENTIRE SURFACE STABILIZED WITH HOT MIX ASPHALT ---- ----

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