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SITE BASE <br />DETAILS412:20 PM N:\Projects Current\24-0158.00 Cornerstone ER 11-32-26\Engineering\CAD Files\24-0158.00 Site Base.dwg7/29/2024 <br />DESCRIPTIONDATENO. <br />REV <br />FILE NO.: <br />DWG FILE: <br />CHECKED BY: <br />DRAWN BY: <br />DESIGN BY: <br />DATE: SHEET NO.LAND SURVEYING <br />CIVIL ENGINEERING <br />ENVIRONMENTAL SERVICES <br />13076 FIRST STREET, BECKER, MN 55308-9322 <br />TEL: 763-262-8822 FAX: 763-262-8844 <br />BOGART, PEDERSON <br />& ASSOCIATES, INC. <br />CORNERSTONE KIA <br />OF ELK RIVER <br />City of Elk River, Sherburne County, MN <br />7/29/2024 <br />24-0158.00 <br />CJD <br />MVW <br />MVW <br />NO <br />T <br /> <br />F <br />O <br />R <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N BITUMINOUS PAVEMENT SECTIONN.T.S.EXTEND SUBGRADE PREPARATION AND AGGREGATE BASEPLACEMENT 12IN BEYOND EDGE OF PAVEMENT WHENADJACENT TO EXISTING OR NEW TURF12"TACK COAT6" CLASS 5 AGGREGATE BASE1.5 IN - BITUMINOUS WEAR COURSE2IN - BITUMINOUS BASE COURSE13AGGREGATE BASE AS PERADJACENT PAVEMENT SECTION12"8"TOP BIT. MAT9"SLOPE 3/4" PER FT.3/8"1/2"R3"R3"R7-1/2"6"13-1/2"6"1/2"RCONCRETE B-612 CURB & GUTTER (INFLOW)N.T.S.CCABAB8.1.4.3.6.7.5.2.EROSION CONTROL MATTING (FOR POND)N.T.S.WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OFSTAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLYSEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVERCOMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATELOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACHOF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER TO SECURE BLANKETS. TM12" (30cm) APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THECOLORED SEAM STITCH ON THE BLANKET BEING OVERLAPPED.A DOUBLE ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.CRITICAL POINTSA.OVERLAPS AND SEAMSB.PROJECTED WATER LINEC.CHANNEL BOTTOM/SIDESLOPE VERTICESNOTE:* HORIZONTAL STAPLE SPACING SHOULD BEALTERED IF NECESSARY TO ALLOW STAPLES TOSECURE THE CRITICAL POINTS ALONG THECHANNEL SURFACE.** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLEOR STAKE LENGTHS GREATER THAN 6" (15 cm) MAYBE NECESSARY TO PROPERLY ANCHOR THEBLANKETS.6"(15 CM)6"(15 CM)15 CM <br />INSTALLATION1.REMOVE GRATE2.DROP FLEXSTORM INLET FILTER ONTOLOAD BEARING LIP OF CASTING ORCONCRETE STRUCTURE3.REPLACE GRATEFLEXSTORM FX:STANDARDWOVEN BAG (22" DEPTH) OREQUALTEMPORARY SEDIMENT FILTERN.T.S.2"x2"x4' WOOD STAKES@ 4' O.C.EXISTING GROUNDPROPEX-"SILT STOP" FABRICPROPOSEDEMBANKMENTBURY BOTTOM6" OF FABRICBACKFILL10' MINIMUMTEMPORARY SILT FENCEN.T.S.27"48"TO 72"INTERNAL CHIMNEY SEAL(CRETEX INTERNAL CHIMNEYSEAL OR EQUAL)CASTING PER SPECIFICATIONSPORTLAND CEMENT MORTAROR NON-SHRINK GROUTPRECAST CONCRETEADJUSTMENT RINGSPIPE CONNECTION TOMEET ASTM C923(REFER TO OPTIONSSHOWN IN PIPECONNECTION TOMANHOLE STRUCTURESDETAIL)PIPE CONNECTION TO MEETASTM C923(REFER TO OPTIONS SHOWNIN PIPE CONNECTION TOMANHOLE STRUCTURESDETAIL)PRECAST CONCRETE ADJUSTMENT RINGSEXTERNAL CHIMNEY SEAL(CRETEX EXTERNAL CHIMNEYSEAL OR EQUAL)PORTLAND CEMENT MORTAR OR NON-SHRINK GROUTCASTING PER SPECIFICATIONS*PRECAST CONCRETE MANHOLES SHALL MEET ASTM C478 AND ASTM C497.STORM SEWER MANHOLESN.T.S.18"18"36"7"1/2IN DIAMETER REINFORCING STEEL SPACED AT 18INON CENTER EACH WAY* UNLESS SHOWN OTHERWISE ON THE PAVING PLAN7-1/2" CONCRETE6" AGG BASECONCRETE VALLEY GUTTER - 3' WIDEN.T.S.MOUNTABLE CURB3' <br /> TAPERB612 CURB <br /> &GUTTER3" CURB TO 6" CURB TAPERN.T.S.Page 54 of 111