Supporting Documentation · Jun 3, 2026
Siad topographical survey from Schmidt5282026
ae89c9c7a7b505c8597b51579cbebc19ebebdfaa6fb3c2a0f62d68e43c7dd485Indexed text · page 10
Show all pagesJC 2 EACH DUMP 3. REMOVE EXISTING GRAVEL - 1 WEEK STRAPS RP ----
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---- ---- 4. CONSTRUCT TURFSTONE - 2 WEEKS 5. REMOVE ALL EROSION CONTROL STRUCTURES -1 DAY 5/26/2026 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
(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 TOWNSHIP COMMENTS
TOWNSHIP COMMENTS DUMP 0 TO 2% 50 FT. 100 FT. STRAP 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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- Sep 29, 2026
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