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3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2021 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2021\12216147 - Oneka Elem Addition & Renovation - Wold\C. Design\Drawing Files\12216147 - WIP C700 Details.dwg3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.FEDCBA12345678MNNorthCheck:Drawn:Date:Comm:Scale:Greg A. Buchal, P.E.Date: Lic. No.:I hereby certify that this plan, specifications or reportwas prepared by me or under my direct supervisionand that I am a duly licensed Professional Engineerunder the laws of the state of Minnesota.GABMTH03.04.202212216147RevisionsDescriptionDateNumNOT FOR CONSTRUCTION03.04.2022 SITE PLAN SUBMITTAL3/4/2022 8:55:59 AMINDEPENDENT SCHOOLDISTRICT #624Oneka ElementarySchool Addition andRenovation4855 Bloom AvenueWhite Bear Lake, MN 551104888 Heritage Pkwy NorthHugo, MN 55038C601ENGINEERING FABRICWIRE MESH REINFORCEMENTHIGH FLOW AREASNATURAL SOILDIRECTIONOF RUNOFFNOT TO SCALEINSTALLATION DETAILSILT FENCE3C601NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESHWITH HOG RINGS, STEEL POSTS WITH WIRES, OR WOOD POSTS WITH STAPLES.FABRIC ANCHORAGETRENCH. BACKFILL WITHTAMPED NATURAL SOILGEOTEXTILE FABRIC50' MINIMUM6" MINIMUM1"-2" WASHED ROCKNOT TO SCALEROCK CONSTRUCTION ENTRANCE1C601AS REQUIREDPUBLIC ROADHARD SURFACE/FLOW8" CURLEX SEDIMENT LOGSWOOD STAKE OR SAND BAG24" MIN.WOOD STAKE TO ONLYPENETRATE NETTING,NOT CURLEX MATERIALRRGROUNDNOTES:1. STAKE OR SAND BAG SPACING SHALL BE 2 FEET O.C.NOT TO SCALEBIO ROLL DETAIL2C601METAL, WOOD POST, OR STAKE.8' MAX. SPACING, 2' INTO GROUND.Staples/Anchors:The type of anchors used to secure the blanket to theground shall be Steel wire11 Gauge 1” wide x 8” long.NOT TO SCALEEROSION CONTROL BLANKET4C601NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TOBACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION 3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE 4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCHWITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THERECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OFSTAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's. OF LIME, FERTILIZER, AND SEED.PROPERLY SECURE THE RECP's.EVANSVILLE, IN 4772514649 HIGHWAY 41 NORTHAMERICANGuaranteedEROSION CONTROL 800-772-2040www.nagreen.comGREENNORTHSOLUTIONSProducts1.3B.12"(30 cm)(15 cm)6"3A.2"-5"4.(5cm-12.5cm)(7.5cm)3"2.(15 cm)6"NOT TO SCALEDEVICE (OR APPROVED EQ.)INFRASAFE INLET PROTECTION 5C601400 MICRON FILTERBAG IN EACH BASKET2 BASKETS WITH 400 MICRON FILTERBAGS. TO BE CHECKED PERIODICALLY ANDCLEANED OUT AFTER EACH RAIN EVENTFITS NEENAH 1642 AND1733 FRAMES OR EQUALPLANPROFILENOT TO SCALERIP-RAP AT OUTLETS6C601D5D (10' MIN.)41412'2'MN/DOT CLASS IIIRIP-RAPAAMN/DOT CLASS IIIRIP-RAP2'PLANSECTION A-ANOTE:FW300 MIRAFI FABRIC OR EQUAL5D (10' MIN.)2'2'2'WOVEN FILTERFABRIC6"14 DWOVEN FILTERFABRICNOT TO SCALESECTION DETAILFLARED END7C60158" SMOOTH BAR @2" O.C. EACH WAYPROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S.HOT DIP GALVANIZE AFTER FABRICATION.24"MAX <br />6"MAXNOTES:1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS2. PLACE CONCRETE BLOCK UNDER ALL GATE VALVES AND HYDRANTS3. THRUST BLOCKING AT ALL TEES, BENDS, AND AT HYDRANTS4. ALL BOLTS INCLUDING T-BOLTS SHALL BE COR-BLUE.BENDSDENOTESMEGALUGSHYDRANT LEADSSLEEVESNOT TO SCALETHRUST BLOCK LOCATIONSTYPICAL MEGALUG AND10C601DETAILSBUILDINGSLOPETODRAINNYLOPLASTDUCTILEIRONNYLOPLAST 12" BY X"INLINE DRAIN5" CONCRETEDUCTILE IRON GRATEPER PLAN5'2' 6"PER PLANNOT TO SCALEINLINE DRAIN DETAIL11C6012' 6"12" FIBERBOARD EXPANSIONMATERIAL NEXT TO BUILDINGW/ ELASTOMERIC JOINTSEALANTELBOW / WYEDUCTILE IRON GRATEH-20, STANDARDSCREW TYPE"MEGA LUG"NOT TO SCALEGATE VALVE DETAIL9C601MANHOLE FRAME & COVER: NEENAH R-1642,TYPE B LID, WITH MACHINED BEARING SURFACES &LETTERED "SANITARY SEWER" WITH TWO CONCEALEDPICK HOLES, OR APPROVED EQUAL.27"VARIABLE1'-4"4'-0"VARIABLE5" MIN.1'-8"MAX.1'-0" MAX.16"20" TOSPRING LINEMAXFLOWNOT TO SCALESEWER MANHOLE DETAILSANITARY8C6018"2/3 DIA. (I.D.)OF PIPENOTES:1.) GROUT BOTTOM OF MANHOLE TO 1/2OR 2/3 DIAMETER OF PIPE AND SLOPEGROUT 2" PER FOOT.2.) 1/4" TO 1/2" IS MAX. MORTAR THICKNESSWITH USED FOR CASTING ADJUSTMENT.3.) COPOLYMER POLYPROPYLENE PLASTIC,WITH GRADE 60 STEEL REINFORCEMENTOR APPROVED EQUAL, STEPS 16" O.C.DOWNSTREAM SIDE.4.) KOR-N-SEAL MANHOLE OR EQUALCONSIDERED ACCEPTABLE ALTERNATE.SECTION A-ASECTION B-BADJUST CASTING TO 1/2" BELOW FINISHBLACKTOP GRADE.FULL MORTAR BED BETWEEN CASTING, RINGS, ANDMANHOLE STRUCTURE. MORTAR THE OUTSIDE OF THERINGS WITH NON-SHRINK GROUT. NO SHIMS OF ANYMATERIAL ARE ALLOWED. INSTALL EXTERNAL CHIMNEY SEAL.2" ADJUSTING RINGS AS REQUIRED (MIN. 3" HEIGHT,MAX.12" HEIGHT) INCLUDES MORTAR.CL. II REINFORCEDCONCRETE PIPE.ALL BUTTED JOINTS BETWEEN SECTIONSSHALL HAVE 'O' RING RUBBER GASKETS.PRECAST CONCRETE SLABWITH #4 REBAR @ 8" E.W.SLOPE: 2"/FTCOMPACT TO TOP OFPIPE, TO FIRST JOINT.WATERTIGHT CONNECTION(BOOT, TYPICAL)PIPE SHALL BE CUT OUTFLUSH WITH INSIDE FACE OF WALL.ABBA