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DETAILSd/>^ϵ10:09 PMN:\Projects Current\24-0290.00 Briggs ER Plat #2\Civil\CAD Files\CoverSWPPPDetails.dwg9/18/2025DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^,dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.Z/''^><Z/sZW>dŝƚLJŽĨůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚLJ͕DE09/17/202524-0290.00CJDDMLMJMEKd&KZKE^dZhd/KECCABAB8.1.4.3.6.7.5.2.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 CMNOTE:1. L= DIMENSIONS AS SHOWN ON PLANSCENTER OF STRIPE TO CENTER OFSTRIPE2. STRIPE WIDTH SHALL BE 4" WIDE.3. STRIPING ADJACENT TO ACCESSIBLE PARKING SPACES SHALL BE BLUE.24"NOPARKING96" MIN.96" MIN.FOR VAN ACCESS96" MIN.4" PAINTED STRIPING 1'-6"O.C. AT 45° (BLUEREFLECTIVE)'BLUE' MARKINGADJACENT TOACCESSIBLEPARKINGFACE OF WALK ORCURB'WHITE' MARKING216" MIN.6'-0"5'-0"6'-0"SLOPE UP1:12 MAXSLOPE UP1:12 MAXACCESSIBLE PARKING SPACE AND HANDICAP RAMPN.T.S.TAPER AND OPENING WIDTHS AS SHOWN ON THE PLANS8.3% MAX8.3% MAX0%2%2%2%2%PEDESTRIAN RAMP - TYPE 2 N.T.S.TAPEROPENINGTAPEREMERGENCY OVERFLOW WEIR DETAILN.T.S.PLAN OVERFLOWELEVATIONGEOTEXTILE FILTER FABRICMN/DOT 3733, TYPE 3MN/DOT 3601 CL 3 RIPRAP4'8'8'18"REFER TO GRADING PLANREFER TO PLANSAABBSECTION ASECTION BPLAN60IN8IN8INT.O.W.=886.004INWALL REINFORCINGNOT SHOWN INSECTION A AND PLANVIEW FOR CLARITY60INWALL REINFORCINGNOT SHOWN INSECTION A AND PLANVIEW FOR CLARITYINV=882.00T.O.W.=886.00INV=884.00DIR OF FLOW1/2IN DIA REINFORCEDSTEEL SPACED AT 12INON CENTER EACH WAYPOND SKIMMER GRATEHAALA INDUSTRIES, INC; OR EQUALDRILL INTO SLAB 4-12IN & FASTEN W/HILTI HIT-RE 500-SD INJECTIONADHESIVE6"1/2IN DIA DOWEL x 24INSPACED AT 12IN ON CENTER.DRILL INTO WALL 4-1/2IN &FASTEN WITH HILTI HIT-RE500-SD INJECTION ADHESIVESTORMWATER CONTROL STRUCTURE 201 OCSN.T.S.INV=882.00DIR OF FLOWLOW RIM=886.00INV=884.00NON-SHRINK GROUTNORMAL WATERLEVEL=884.00INV=882.006" CIRCULAR ORIFICEHIGH RIM=887.00Page 45 of 82