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DescriptionRev.DateHUGO WESTAPARTMENTSHUGO, MN 55038Sheet Title:Project #:Drawn By:Checked By:Issue Date:12246027.000NJNBDMxx.xx.20243524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2024 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2024\12246027 - Hugo West Apartments\2. Design\b. Drawing Files\12246027 - C600 - Details.dwgLarsonEngineering, Inc.Project Title:Client:Date: Lic. No.:xx.xx.2024I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.07/09/2024 CITY SUBMITTAL - NOT FOR CONSTRUCTIONSheet:SUMMITMANAGEMENT, LLC6770 STILLWATER BLVD, SUITE 110STILLWATER, MN 55082Bryan D. Miller, P.E.54950DETAILSC601NOT TO SCALESEDIMENT LOG DETAIL2C601DIRECTIONOF RUNOFFNOT TO SCALEINSTALLATION DETAILSILT FENCE3C601NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESHWITH HOG RINGS, STEEL POSTS WITH WIRES, OR WOOD POSTS WITH STAPLES.NOT TO SCALEEROSION CONTROL BLANKET6C601SLOPE INSTALLATIONNOTE: 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.RECP's WIDTH.ON RECP's TYPE.PROPERLY SECURE THE RECP's.NOTE:1.3B.12"(30 cm)(15 cm)6"3A.2"-5"4.(5cm-12.5cm)(7.5cm)3"2.(15 cm)6"NOT TO SCALE PROTECTION DEVICE (OR EQ.)INFRASAFE INLET5C601PROFILE2 BASKETS WITH 400 MICRON FILTERBAGS. TO BE CHECKED PERIODICALLY ANDCLEANED OUT AFTER EACH RAIN EVENT400 MICRON FILTERBAG IN EACH BASKETWIRE MESH REINFORCEMENT(HIGH FLOW AREAS)METAL, WOOD POST, OR STAKE.8' MAX. SPACING, 2' INTO GROUNDNATURAL SOILENGINEERING FABRICFABRIC ANCHORAGETRENCH. BACKFILL WITHTAMPED NATURAL SOILHARD SURFACEPUBLIC ROADVARIES:FULL WIDTH OF EXISTINGDRIVEWAY OPENING OR20' MIN. WIDTH.NOT TO SCALEROCK CONSTRUCTION ENTRANCE1C60120' MINMIN. 6" OF 1" TO2" DIA ROCKMNDOT STANDARD SPECIFICATION3733 TYPE V PERMEABLEGEOTEXTILE FABRIC BENEATH ROCK18" MIN. HIGH CUT-OFF BERM TOMINIMIZE SILT RUNOFF FROM SITE50' MINIMUMFITS NEENAH 1642 AND1733 FRAMES OR EQUALFLOW8" 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.VARIABLE1'-4"VARIABLE5" MIN.NOT TO SCALEMANHOLE DETAILCATCH BASIN8C601SECTION8"PIPEDIA.PLANPRECAST INVERT SHOULD BE 1/2DIAMETER OF PIPE AND BENCHESSLOPED 2" TOWARD INVERT.MANHOLE FRAME & COVER:NEENAH R-1642, TYPE B LID (STMH, SOLID CLOSED, CIRCLE)NEENAH R-3501-TB, TYPE L GRATE (CB, SURMOUNTABLE)NEENAH R-3067, TYPE L GRATE (CB, BARRIER)NEENAH R-2501, TYPE C GRATE (CB, ROUND OPEN GRATE)NEENAH R-3067-C, TYPE C GRATE (CB, FLUSH CURB)NEENAH R-4353, BEEHIVE GRATE (CB, ROUND BEEHIVE GRATE)*UNLESS OTHERWISE NOTEDMANHOLE STEPS SHALL BE PLACEDSO THAT OFFSET HOLE IN TOP SLABIS FACING DOWNSTREAM.NO BLOCK STRUCTURES ARE ALLOWEDGRADE 1" BELOW 10' TRANSITION.MINIMUM OF 2, MAXIMUM OF 5CONCRETE ADJUSTMENT RINGS WITH FULLBED OF MORTAR BETWEEN EACH ANDA 4" COLLAR ON THE OUTSIDE. NO SHIMSOF ANY MATERIAL ALLOWED.INSTALL NEW EXTERNAL CHIMNEY SEAL.6" PRECAST REINFORCED CONCRETE SLAB.SEAL WITH 2 BEADS OF RAM-NEK.ALL JOINTS IN MANHOLE TO HAVE'O' RING RUBBER GASKETS.MANHOLE STEPS, COPOLYMER POLYPROPYLENEPLASTIC, WITH 1/2" GRADE 60 STEELREINFORCEMENT OR EQUAL, 16" O.C.PRECAST CONCRETE SECTION8" PRECAST SEGMENTAL CONCRETE BLOCKTO TOP OF THE PIPE SHALL BE USEDWITH SIZE AND DEPTH PROHIBIT THEFABRICATION OF PRECAST UNITS.8" MINIMUM SLAB THICKNESS,6' MINIMUM DIAMETER PRECASTCONCRETE SLAB, REINFORCEDWITH #4 REBAR @ 8" E.W.GROUT BOTTOMWATERTIGHT CONNECTION(BOOT/GROUT RING, TYPICAL)PER PLANNOT TO SCALEINLINE DRAIN DETAIL7C601WYE8" PVC PIPENYLOPLAST 12" x 8"INLINE DRAINDUCTILE IRON GRATE12" STANDARD H-20NOT TO SCALEGRANULAR BEDDING DETAIL4C601GRANULAR BEDDINGAND ENCASEMENTCOMPACTED BACKFILLO.D.6"6"MIN.O.D. + 24" MIN.NOT TO SCALECLEANOUT DETAIL10C601INSTALL METER BOX AND COVER (FORD A-1)OR APPROVED EQUAL OVER ALL PVC CLEANOUTSCLEANOUTS IN LANDSCAPE AREASTO BE SET 2" BELOW FINISH GRADEP.V.C.SOLVENT WELD BYF.I.P.SEWER ADAPTORSOLVENT JOINTEXISTINGSUBGRADENOT TO SCALECONNECTION DETAILROOF DRAIN9C601GUTTERDOWNSPOUT6" PVC TYP(PER PLAN)45° PVC. BENDSLOPE VARIESNOT TO SCALEINSTALLATION DETAILGATE VALVE11C6017.5' MIN.MAINNOTES:1.) GATE VALVE SPECIFICATIONS PER CITY STANDARDS.4.) "MEGA LUG" THRUST RESTRAINT GLANDS ARE REQUIRED ONALL GATE VALVE LEAD JOINTS BACK TO THE WATERMAIN.5.) HYDRANTS SHALL BE MARKED WITH APPROVED "OUT OF SERVICE"TAGS WHEN INSTALLED.7.) WHEN INSTALLING A VALVE ROD EXTENSION, THE NON-BREAKABLECOUPLING SLEEVES GO ON THE BOTTOM AND THE BREAKABLE SLEEVESGO ON THE TOP OF THE EXTENSION ROD. VERIFY "TOP AND BOTTOM"OF BREAKOFF SECTION.5.) CONTRACTOR SHALL ADJUST TOP BARREL SECTION FLUSH TO FINISH GRADE3'-5' FROM TEENOT IN WHEEL TRACK"MEGA LUG"SCREW TYPENOTES:1.INCLUDE NECESSARY 6" PVC PIPE, BENDS, AND WYE FORCONNECTION TO MAIN LINE, SEE SHEET C401 FOR ROUTING.2.COORDINATE FINAL LOCATIONS WITH MECHANICAL AND ARCHITECT.PIPE8'NOT TO SCALEPIPE INSULATION DETAIL12C601FINISHED SURFACEMECHANICALLYCOMPACTEDBACKFILL MATERIAL TO95% OF MAXIMUMSPECIFIED DENSITY.NEW 6" PIPE BEDDING MATERIAL(MNDOT 3149.2F)NEW 4" DOW HI-40 INSULATION OR EQUAL6" PIPE BEDDING MATERIAL(MNDOT 3149.2F). DEPTH SHALL BEMECHANICALLY COMPACTED & LEVELEDTO PERMIT PROPER DRAINAGE FORINSULATION BOARD.