Final Engineering 262 270 Main

---- ---- ---- 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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---- ---- 1. MUST SLOW THE STORM WATER TO PROVIDE THE COARSE >5% BASE COURSE, MIX I-2 1 1" REBAR SEDIMENT PARTICLES A CHANCE TO SETTLE, AND PROVIDE FOR BAG AN AREA TO RETAIN THE PARTICLES THAT HAVE SETTLED. 1. AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY.

AN AREA TO RETAIN THE PARTICLES THAT HAVE SETTLED. 1. AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. REMOVAL DUMP FROM STRAP 2. IN ALL CASES, INLET PROTECTION SHOULD NOT INLET COMPLETELY CLOSE OFF THE INLET. D5 DETAIL: STABILIZED CONSTRUCTION ENTRANCE R 3. THE PROTECTION DEVICE WILL BE DESIGNED TO CAPTURE C1.10 SCALE: NTS No.

No. OR FILTER RUNOFF FROM THE 1 YEAR, 24 HOUR STORM ---- ---- ---- ----

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