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NEW 3" BITUMINOUS PAVEMENT <br />8" <br />BACKFILL WITH NEW12" <br />EROSION CONTROL BLANKET AND VEGETATION. <br />PLACED IN 2 LIFTS <br />GOOD QUALITY <br />6" <br />- REFER TO LANDSCAPE PLAN FOR TYPE OF VEGETATION. <br />TOPSOIL AND SEED <br />12" OF ENGINEERED MIX; TOPSOIL 30%, SAND 50%, PEAT 20%. <br />NEW BITUMINOUS <br />PAVEMENT <br />HARD SURFACE/ <br />PUBLIC ROAD <br />12" <br />(30 cm) <br />8" NEW BASE <br />AGGREGATE <br />12" SAND <br />NEW BASE AGGREGATE, <br />MATCH ADJACENT PAVEMENT <br />SECTION, SEE DETAILS <br />1"-2" WASHED ROCK <br />6" <br />AT LEFT & SHEET C2 <br />(15 cm) <br />GEOTEXTILE FABRIC <br />NON-WOVEN <br />6" MINIMUM <br />NEW SAND, MATCH ADJACENT <br />GEOTEXTILE <br />PAVEMENT SECTION, <br />FABRIC <br />SEE DETAILS AT LEFT & SHEET C2 <br />ROCK CONSTRUCTION ENTRANCE <br />NON-WOVEN SOIL <br />9 <br />EXISTING SUBGRADE SOIL <br />NON-WOVEN <br />SEPARATION FABRIC- <br />C5.0 <br />MEDIUM-DUTY BITUMINOUS <br />GEOTEXTILE <br />NOT TO SCALE <br />"MIRAFI 170N OR EQUAL <br />FABRIC <br />CONSTRUCTION DETAIL <br />6" <br />1 <br />CLEAN SAND <br />EXISTING SUBGRADE SOIL <br />C5.0 <br />NOT TO SCALE <br />PERFORATED HDPE PIPE <br />B612 CONCRETE <br />VARIES <br />(D.T.) - SEE UTILITY PLAN <br />NEW 6" BITUMINOUS PAVEMENT <br />CURB & GUTTER DETAIL <br />5 <br />PLACED IN 3 LIFTS <br />FILTRATION BASIN <br />C5.0 <br />NOT TO SCALE <br />13 <br />C5.0 <br />NOTE:FOR EXISTING CATCH BASINS IN PAVEMENT AREAS, SAND BAGS,NOT TO SCALE <br />AGGREGATE WRAPPED IN FILTER FABRIC, OR SEDIMENT TRAPS <br />SHOULD BE USED. <br />BACKFILL WITH NEW <br />8" <br />12" <br />GOOD QUALITY <br />6" <br />WOOD OR METAL <br />4' MIN. <br />TOPSOIL AND SOD <br />STAKE <br />5D (10' MIN.) <br />2'2' <br />NEW 8" BASE <br />AGGREGATE <br />NEW BITUMINOUS <br />FILTER <br />4 <br />PAVEMENT <br />FABRIC <br />WOVEN FILTER <br />1 <br />12" SAND <br />FABRIC <br />4"-24" <br />AA <br />NON-WOVEN <br />GEOTEXTILE <br />FABRIC <br />MAXIMUM DISTANCE BETWEEN POSTS IS 2'. BOTTOM OF FENCE <br />NEW BASE AGGREGATE, MATCH <br />IS BURIED IN TRENCH, SIMILAR TO NORMAL SILT FENCE INSTALLATION. <br />ADJACENT PAVEMENT SECTION, <br />EXISTING SUBGRADE SOIL <br />SEE DETAILS AT LEFT & SHEET C2 <br />HEAVY-DUTY BITUMINOUS <br />NEW SAND, MATCH ADJACENT <br />SILT FENCE INLET <br />PAVEMENT SECTION, <br />PAVEMENT SECTION <br />SEDIMENT FILTER <br />SEE DETAILS AT LEFT & SHEET C2 <br />2 <br />10 <br />C5.0 <br />NON-WOVEN <br />MN/DOT CLASS III <br />C5.0 <br />NOT TO SCALE <br />1 <br />NOT TO SCALE <br />EXISTING <br />6" <br />GEOTEXTILE <br />RIP-RAP <br />4 <br />SUBGRADE SOIL <br />FABRIC <br />TIP-OUT B612 CONCRETE <br />PLAN <br />CURB & GUTTER DETAIL <br />6 <br />MN/DOT CLASS III <br />NEW 5" PORTLAND CEMENT CONCRETE <br />D1 <br />RIP-RAP <br />NOT TO SCALE <br />R <br />8" CURLEX SEDIMENT LOGS <br />BACKFILL WITH NEW <br />12"12" <br />GOOD QUALITY <br />TOPSOIL AND SEED <br />NEW BITUMINOUS <br />SAND BAG PLACE5D (10' MIN.) <br />2'2' <br />WOVEN FILTER <br />PAVEMENT <br />4' O.C. <br />GROUND <br />FABRIC <br />SECTION A-A <br />NEW 6" BASE <br />NOTE: <br />AGGREGATE <br />500X MIRAFI FABRIC OR EQUAL <br />CURB CUT WITH <br />8" SAND <br />C3.0 <br />14 <br />NOTES: <br />NON-WOVEN <br />C5.0 <br />1. SAND BAG SPACING SHALL BE 2 FEET O.C <br />. <br />NOT TO SCALE <br />GEOTEXTILE <br />NEW BASE AGGREGATE, MATCH <br />FABRIC I hereby certify that this plan, <br />SEDIMENT LOG DETAIL <br />ADJACENT PAVEMENT SECTION, <br />EXISTING SUBGRADE SOIL <br />specifications or report was prepared <br />SEE DETAILS AT LEFT & SHEET C2 <br />by me or under my direct supervision <br />OR APPROVED EQUAL <br />NEW SAND, MATCH ADJACENT <br />and that I am a duly licensed <br />11 <br />MEDIUM-DUTY CONCRETE <br />PAVEMENT SECTION, <br />Professional Engineer under the laws <br />SEE DETAILS AT LEFT & SHEET C2 <br />NOT TO SCALE of the state of Minnesota. <br />CONSTRUCTION DETAIL (SIDEWALK) <br />3 <br />NON-WOVEN <br />C5.0 <br />GEOTEXTILE <br />6" <br />NOT TO SCALE <br />EXISTING SUBGRADE SOIL <br />FABRIC <br />Michael A Murphy, P.E. <br />SURMOUNTABLE CURB <br />Date: Reg. No.:05.17.1342808 <br />& GUTTER DETAIL <br />WIRE MESH REINFORCEMENT <br />7 <br />(OPTIONAL) <br />C5.0 <br />NOT TO SCALE <br />Rev.DateDescription <br />ENGINEERING FABRIC <br />NEW 8" REINFORCED PORTLAND CEMENT CONCRETE #6 BARS @ <br />105.17.13Bldg. Permit Submittal <br />12" ON CENTER EACH WAY. PROVIDE 4" COVER FROM TOP OF SLAB. <br />12"12" <br />BACKFILL WITH NEW 205.28.13City Submittal <br />GOOD QUALITY <br />METAL, WOOD POST, OR STAKE. <br />306.05.13Bid Package #1 <br />TOPSOIL AND SEEDNEW BITUMINOUS <br />8' MAX. SPACING, 2' INTO GROUND. <br />PAVEMENT <br />FABRIC ANCHORAGE <br />TRENCH. BACKFILL WITH <br />NEW 8" BASE <br />POWDER-COATED <br />TAMPED NATURAL SOIL <br />AGGREGATE <br />CAST-IRON <br />TRUNCATED DOMES <br />8" SAND <br />12136036.000 <br />Project #: <br />Drawn By:SJM / CKJ <br />NEW BASE AGGREGATE, MATCH <br />Checked By: <br />ZRE / MAM <br />ADJACENT PAVEMENT SECTION, <br />NON-WOVEN <br />Issue Date: <br />05.15.13 <br />NATURAL SOIL <br />SEE DETAILS AT LEFT & SHEET C2 <br />GEOTEXTILE <br />FABRIC <br />NEW SAND, MATCH ADJACENT <br />Sheet Title: <br />EXISTING SUBGRADE SOIL <br />PAVEMENT SECTION, <br />TYPE 1 <br />SEE DETAILS AT LEFT & SHEET C2 <br />NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH <br />DETAILS <br />WITH HOG RINGS, STEEL POSTS WITH WIRES, OR WOOD POSTS WITH STAPLES. <br />NON-WOVEN <br />GEOTEXTILE <br />6"EXISTING SUBGRADE SOIL <br />ACCESSIBLE RAMP DETAIL <br />SILT FENCE <br />REINFORCED CONCRETE FABRIC <br />Sheet: <br />WITH TRUNCATED DOMES <br />INSTALLATION DETAIL C5.0 <br />DETAIL (TRASH ENCLOSURE) <br />1215 <br />TIP-OUT SURMOUNTABLE CURB <br />4 <br />C5.0 <br />C5.0 <br />C5.0 NOT TO SCALE <br />NOT TO SCALE <br />& GUTTER DETAIL <br />NOT TO SCALE <br />8 <br />C5.0 <br />NOT TO SCALE <br />Sheet:8ofof10 <br />M:\Projects\Projects - 2013\12136036- Lexington Station\C. Design\Drawing Files\12136036 C5 - Details.dwg <br />ALL EXISTING ITEMS AND CONDITIONS SHOULD BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION <br />