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02003 Westwood Professional Services, Inc. <br />P�PA�T��IN. U�O� <br />CONTRA ON JOINT <br />IL <br />• <br />EXTRA STRENGTH FILTER FABRIC <br />TYPE M - ADO WIRE MESH BACKING <br />TYPE ■ - ADD WIRE MESH <br />AND HAY BALES <br />STEE1. OR <br />WOOD POST <br />HEAVY DUTY DETAIL <br />STEEL OR <br />36• HIGH MAX <br />W000 POST <br />PONDING HEIGHT <br />FLIER FABRIC. <br />ATTACH SECURELY <br />TO UPSTREAM <br />SIDE OF POST. <br />—a^ <br />10.-0' MAX SPACING MATH <br />MARE SUPPORT FENCE <br />6'-0' MAX. SPACING WITHOUT <br />ME SUPPORT FENCE <br />RUNOFF <br />9' MAX. <br />RECOMMENDED <br />STORAGE HEIGHT <br />RUNOFF <br />12' WI.�.�,I <br />4xe• TRENCH <br />1111111 COMPACTED <br />BACKFlLL <br />STANDARD DETAIL <br />TRENCH WITH NATIVE BACKPLL <br />NOTE <br />12' MIN. <br />e• <br />GRAVEL <br />ALTERNATE DETAIL <br />TRENCH WITH GRAVEL <br />INSPECT AND REPAIR FENCE AFTER EACH <br />STORM EVENT AND REMOVE Sm94ENT WHEN <br />NECESSARY. <br />REMOVED SEDIMENT SHALL BE DEPOSITED <br />10 AN AREA THAT WILL NOT CONTRIBUTE <br />SEDIMENT OFF -SITE AND CAN BE <br />PERMANENTLY STABIJZED. <br />SILT FENCE SHALL BE PLACED ON SLOPE <br />PE <br />CONTOURS TO MAXIMIZE PONDNG EFFICIENCY <br />SILT FENCE <br />4 CONCRETE WALK - MnDOT SPEC 2521 <br />4' SELECT GRANULAR BORROW-MnDOT SPEC 3149.28 <br />COMPACTED 10 100X OF STANDARD PROCTOR DENSITY <br />PLACE ON PREPARED SUBGRADE -MnDOT SPEC 2112 <br />CONCRETE <br />WALXWA <br />SECTION <br />4' MINIMUM <br />• -0000 OR <br />METAL STAID: <br />-FILTER FABRIC <br />NOTE <br />BOTTOM OF FABRIC IS <br />BURIED W TRENCH AS IT <br />IS WFEN INSTALLED AS <br />SILT FENCE. MNNUM <br />DISTANCE BETWEEN POSTS <br />IS 4'. AN ADDITIONAL <br />POST MAY BE ADDED 10 <br />EACH SIDE. <br />ALL STORM SEWER INLETS <br />SHALL HAVE 111E INLET <br />SEDIMENT FILTER INSTALLED <br />WIEOIA1ELY AFTER <br />STRUCTURE INSTALLATION. <br />INLET SEDIMENT <br />FILTER <br />6• CONCRETE PAVEMENT, MnDOT SPEC.2301 <br />4' <br />CL. 6 AGGREGATE BASE. MnDOT SPEC 2211 <br />ON PREPARED SIBGRADE. MnDOT SPEC. 2112 <br />CONCRETE <br />PAVEMENT <br />PONDING HEIGHT PLAN WW <br />CURB INLET <br />1. PLACE CURB TYPE SEDIMENT BARRIERS ON <br />GENTLY SLOPING STREET SEGMENTS. WHERE <br />WATER CAN POND AND ALLOW SEDIMENT TO <br />SEPARATE FROM RUNOFF. <br />2. SANDBAGS. OF EITHER BURLAP OR WOVEN <br />6'EO1EXI1LE FABRIC. ARE FILLED 1MTH GRAVEL <br />LAYERED AND PACKED TIGHTLY. <br />3. LEAVE ONE SANDBAG GAP 94 THE TOP ROW <br />10 PROVIDE A SPILLWAY FOR OVERFLOW. <br />4. INSPECT BARRIERS AND REMOVE SEDIMENT <br />AFTER EACH STORM EVENT. SEDIMENT AND <br />GRAVEL MUST BE REMOVED FROM THE <br />/RAVELED WAY IMMEDIATELY. <br />CURB INLET <br />SEDIMENT BARRER <br />d. <br />CONCRETE.ei <br />SILICONE JOINT SEALER <br />-1/4" 11IXC <br />CCx1R8. BUILDING. G&. <br />R ORCX6.EECTERi <br />PREFORMED JOINT <br />PP 37�02OT <br />E1- EXPANSION JOINT <br />EXPANSION JOINT <br />Call 48 Hours before digging: <br />GOPHER STATE ONE CALL <br />Twin City Area 851- 454 -0002 <br />Mn. Toll Free 1- 800 -252 -1166 <br />v West7599 wood Drive Professional Services, Inc <br />Anagram <br />Eden Prairie, MIN 55344 <br />Phone: 952/937 -5150 Fax: 9571937 -5822 <br />1 <br />1 bat*, wetly 01• pia as mood by r eda q <br />Abed a4a.w.. W 9d 1.a • duly a.aaa eaorsamd.L <br />MGM= sada m m...1 the ew.11 Mares <br />Wail 3L Parke, J'JZ <br />Oda 4/14/03 Lime NNo 18919 <br />» <br />C.am& <br />DAME <br />I...d D..,01. h /dO . <br />Prepared for <br />Discount Tire Company, Inc. <br />20225 NL Scottsdale Road <br />Scottsdale, Arizona 85255 <br />Discount Tire <br />Lino Lakes, Minnesota <br />A -9 20031026.0007901.DV/0 <br />WO 4/14/03 SLR C4 op C5 <br />Details <br />Sheet <br />