HomeMy WebLinkAboutCival Plans 11-3-22PROPOSED 8" DIPPROPOSED 8" SANITARYPROPOSED 15" RCPUPPER 33RD STREET N.DescriptionRev.DateUPPER 33RD STREETTOWNHOUSEDEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12226050TJRMJW11.03.223524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2022 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2022\12226050 - Upper 33rd Street Townhouse Development (Element)\C. Design\Drawing Files\12226050 - C100 Demo.dwgLarsonEngineering, Inc.Project Title:ELEMENTDESIGN-BUILD1110 RAYMOUND AVENUE, UNIT 3ST. PAUL, MN 55108Client:Matthew J. Woodruff, P.E.Date: Lic. No.:11.03.22I 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.0NORTH51020Sheet:SAWCUT,REMOVE, AND DISPOSE OF EXISTING CONCRETE CURBAND GUTTER.REMOVE AND DISPOSE OF EXISTING TREE, STUMP, AND ROOTS.1DEMOLITION PLANC100KEY NOTESDEMOLITION NOTES1.Verify all existing utility locations.2.It is the responsibility of the Contractor to perform or coordinate allnecessary utility demolitions and relocations from existing utility locationsto all onsite amenities and buildings. These connections include, but arenot limited to, water, sanitary sewer, cable tv, telephone, gas, electric,site lighting, etc.3.Prior to beginning work, contact Gopher State Onecall (651-454-0002) tolocate utilities throughout the area under construction. The Contractorshall retain the services of a private utility locator to locate the privateutilities.4.Sawcut along edges of pavements, sidewalks, and curbs to remain.5.All construction shall be performed in accordance with state and localstandard specifications for construction.2REMOVE AND DISPOSE OF EXISTINGBITUMINOUS PAVEMENT SECTIONSYMBOL LEGEND
PROPOSED 8" DIPPROPOSED 8" SANITARYPROPOSED 15" RCPUPPER 33RD STREET N.PROPOSED4-UNIT TOWNHOMEFFE = 933.00RETAININGWALLRETAININGWALL16.7'32.3'22'5'3.2'
25.8'
22'4'4'FRONT DOORFRONT DOORFRONT DOORFRONT DOOROPEN SPACE775 SF25'
SETBAC
K10'SETBACK20'
SETBAC
K
10'SETBACKOPEN SPACE645 SFOPEN SPACE770 SFOPEN SPACE760 SFDescriptionRev.DateUPPER 33RD STREETTOWNHOUSEDEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12226050TJRMJW11.03.223524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2022 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2022\12226050 - Upper 33rd Street Townhouse Development (Element)\C. Design\Drawing Files\12226050 - C200 Paving.dwgLarsonEngineering, Inc.Project Title:ELEMENTDESIGN-BUILD1110 RAYMOUND AVENUE, UNIT 3ST. PAUL, MN 55108Client:Matthew J. Woodruff, P.E.Date: Lic. No.:11.03.22I 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.0NORTH51020Sheet:NEW LIGHT-DUTYBITUMINOUS PAVEMENTSEE DETAIL 1/C500NEW CONCRETE SIDEWALKSEE DETAIL 3/C500NEW DRIVEWAY APRONCONCRETE PAVEMENTSEE DETAIL 10/C500SYMBOL LEGENDSITE PLANC200AREA CALCULATIONS:PROPERTY AREA = 17,500 S.F.IMPERVIOUS AREA = 11,684 S.F.IMPERVIOUS PERCENT = 66.8%MAX. ALLOWABLE IMPERVIOUS = 75% (13,125 S.F.)EASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINEGENERAL LEGENDKEY NOTESB612 CURB AND GUTTER, SEE DETAIL 2/C500DRIVEWAY APRON, SEE DETAIL 10/C500RETAINING WALL, SEE DETAIL 4/C500123SETBACK LINENOTE:LOTS WILL BE CONSOLIDATED INTO ONE LOT.
PROPOSED4-UNIT TOWNHOMEFFE = 933.00PROPOSED 8" DIPPROPOSED 8" SANITARYPROPOSED 15" RCPUPPER 33RD STREET N.932.40 TC931.90 GL932.70 TC932.20 GL932.70 TC932.20 GL932.80 TC932.30 GL933.37 TC932.87 GL932.69 TC932.19 GL931.70 TC/GL932.27 TC931.77 GL931.80 TC/GL932.36 TC931.86 GL932.55 TC932.05 GL932.90 TC932.40 GL933.00 GL931.94 TC931.44 GL933.40 TW930.00 BW932.70 TW931.00 BW932.60 TW932.00 BW933.50 TW933.00 BW933.00 FFE933.00 FFE933.00 FFE933.00 FFE933.00 FFE933.00 FFE933.00 FFE933.00 FFE933.00 FFE933.00 FFE932.75 C932.75 C932932
931
930929DescriptionRev.DateUPPER 33RD STREETTOWNHOUSEDEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12226050TJRMJW11.03.223524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2022 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2022\12226050 - Upper 33rd Street Townhouse Development (Element)\C. Design\Drawing Files\12226050 - C300 Grading.dwgLarsonEngineering, Inc.Project Title:ELEMENTDESIGN-BUILD1110 RAYMOUND AVENUE, UNIT 3ST. PAUL, MN 55108Client:Matthew J. Woodruff, P.E.Date: Lic. No.:11.03.22I 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.Sheet:GRADING ANDEROSION CONTROLPLANC300PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%950.00 TC949.50 GLGRADE SLOPESPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEC - CONCRETEFFE - FIRST FLOOR ELEVATIONGFE - GARAGE FLOOR ELEVATIONTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)(*) - EXISTING TO BE VERIFIEDSILT FENCERIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONGRADING NOTES1.Tree protection consisting of snow fence or safety fence installed at thedrip line shall be in place prior to beginning any grading or demolitionwork at the site.2.All elevations with an asterisk (*) shall be field verified. If elevationsvary significantly, notify the Engineer for further instructions.3.Grades shown in paved areas represent finish elevation.4.Restore all disturbed areas with 4” of good quality topsoil and seed.5.All construction shall be performed in accordance with state and localstandard specifications for construction.6.No wheeled machines shall be used to excavate BMP(s), and/or duringthe backfilling.7.No construction traffic is allowed over the BMP(s) during any phase ofthe project.8.BMP(s) shall be protected from all exposed soil during all constructionactivities.9.BMP(s) shall not be open to accept water until the site is stabilized.SYMBOL LEGENDKEY NOTESROCK CONSTRUCTION ENTRANCE, SEE DETAIL 8/C500SILT FENCE, SEE DETAIL 9/C500INLET PROTECTION, SEE DETAIL 7/C500123SEDIMENT LOG1.Install temporary erosion control measures (inlet protection, silt fence, and rock construction entrances)prior to beginning any excavation or demolition work at the site.2.Erosion control measures shown on the erosion control plan are the absolute minimum. Thecontractor shall install temporary earth dikes, sediment traps or basins, additional siltation fencing,and/or disk the soil parallel to the contours as deemed necessary to further control erosion.3.All construction site entrances shall be surfaced with crushed rock across the entire width of theentrance and from the entrance to a point 50' into the construction zone.4.The toe of the silt fence shall be trenched in a minimum of 6”. The trench backfill shall be compactedwith a vibratory plate compactor.5.All grading operations shall be conducted in a manner to minimize the potential for site erosion.Sediment control practices must be established on all down gradient perimeters before any up gradientland disturbing activities begin.6.All exposed soil areas must be stabilized as soon as possible to limit soil erosion but in no case laterthan 14 days after the construction activity in that portion of the site has temporarily or permanentlyceased. Temporary stockpiles without significant silt, clay or organic components (e.g., cleanaggregate stockpiles, demolition concrete stockpiles, sand stockpiles) and the constructed basecomponents of roads, parking lots and similar surfaces are exempt from this requirement.7.The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains waterfrom any portion of the construction site, or diverts water around the site, must be stabilized within 200lineal feet from the property edge, or from the point of discharge into any surface water. Stabilizationof the last 200 lineal feet must be completed within 24 hours after connecting to a surface water.Stabilization of the remaining portions of any temporary or permanent ditches or swales must becomplete within 14 days after connecting to a surface water and construction in that portion of the ditchhas temporarily or permanently ceased.8.All storm sewer catch basins not needed for site drainage during construction shall be covered toprevent runoff from entering the storm sewer system. Catch basins necessary for site drainage duringconstruction shall be provided with inlet protection.9.In areas where concentrated flows occur (such as swales and areas in front of storm catch basins andintakes) the erosion control facilities shall be backed by stabilization structure to protect those facilitiesfrom the concentrated flows.10.Inspect the construction site once every seven days during active construction and within 24 hoursafter a rainfall event greater than 0.5 inches in 24 hours.11.All BMPs must be repaired, replaced, or supplemented when they become nonfunctional or thesediment reaches 1/3 of the capacity of the BMP. These repairs must be made within 24 hours ofdiscovery, or as soon as field conditions allow access.12.If sediment escapes the construction site, off-site accumulations of sediment must be removed in amanner and at a frequency sufficient to minimize off-site impacts.13.All soils tracked onto pavement shall be removed daily.14.Temporary soil stockpiles must have silt fence or other effective sediment controls, and cannot beplaced in surface waters, including stormwater conveyances such as curb and gutter systems, orconduits and ditches unless there is a bypass in place for the stormwater.15.Collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, constructionand demolition debris and other wastes must be disposed of properly and must comply with MPCAdisposal requirements.16.Oil, gasoline, paint and any hazardous substances must be properly stored, including secondarycontainment, to prevent spills, leaks or other discharge. Restricted access to storage areas must beprovided to prevent vandalism. Storage and disposal of hazardous waste must be in compliance withMPCA regulations.17.External washing of trucks and other construction vehicles must be limited to a defined area of the site.Runoff must be contained and waste properly disposed of. No engine degreasing is allowed onsite.18.All liquid and solid wastes generated by concrete washout operations must be contained in aleak-proof containment facility or impermeable liner. A compacted clay liner that does not allowwashout liquids to enter ground water is considered an impermeable liner. The liquid and solid wastesmust not contact the ground, and there must not be runoff from the concrete washout operations orareas. Liquid and solid wastes must be disposed of properly and in compliance with MPCAregulations. A sign must be installed adjacent to each washout facility to inform concrete equipmentoperators to utilize the proper facilities.19.Upon completion of the project and stabilization of all graded areas, all temporary erosion controlfacilities (silt fences, hay bales, etc.) shall be removed from the site.20.A City approved dewatering/pumping plan is required prior to any pumping activity. Notify City ofRoseville Engineering Dept. at 651-792-7004 prior to beginning any pumping activity.21.Notify City of Roseville Engineering Dept. at 651-792-7004, prior to beginning any and all constructionactivity to verify Erosion Control Measures are in place.22.Notify City of Roseville Engineering Dept. at 651-792-7004, at least 24 hours prior to the constructionof stormwater BMPs.EROSION CONTROL NOTESNORTH010205
PROPOSED4-UNIT TOWNHOMEFFE = 933.00932932
931
930929PROPOSED 8" DIPPROPOSED 8" SANITARYPROPOSED 15" RCPUPPER 33RD STREET N.48" PERFORATED PIPE SYSTEMOVERALL STORAGE: 4,738 CFPIPE INV: 924.75STONE INV: 924.25CBRIM: 931.44INV: 927.85SUMP: 923.85STMHRIM: 931.80TOP WEIR: 928.334" ORIFICE: 926.03INV: 924.75CONSTRUCT CATCH BASINOVER EXISTING STORM SEWERRIM= 931.72INV=924.415 LF 12" HDPE @ 2.0%CONNECT TO SYSTEMINV: 927.7516 LF 12" HDPE @ 2.0%96 LF 8" PVC SCH 40 @ 1.0% MIN10 LF 6" PVC SCH 40 @ 2.0%TYP OF 47 LF 6" PVC SCH 40 @ 2.0%TYP OF 496 LF 8" PVC SCH 40 @ 1.0% MINCONNECT TO EXISTINGSANITARY SEWER STUBTYP OF 4CONNECT TO EXISTINGWATER SERVICETYP OF 4DOWNSPOUTCONNECTIONTYP OF 8INLINE DRAINRIM: 932.25INV: 928.5937 LF 6" PVCSCH 40 @ 1.0% MINDescriptionRev.DateUPPER 33RD STREETTOWNHOUSEDEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12226050TJRMJW11.03.223524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2022 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2022\12226050 - Upper 33rd Street Townhouse Development (Element)\C. Design\Drawing Files\12226050 - C400 Utilities.dwgLarsonEngineering, Inc.Project Title:ELEMENTDESIGN-BUILD1110 RAYMOUND AVENUE, UNIT 3ST. PAUL, MN 55108Client:Matthew J. Woodruff, P.E.Date: Lic. No.:11.03.22I 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.0NORTH51020Sheet:UTILITY PLANC400CABLE UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEELECTRIC UNDERGROUND LINEELECTRIC OVERHEAD LINETELEPHONE UNDERGROUND LINESTORM SEWER PIPESANITARY SEWER PIPENATURAL GAS UNDERGROUND LINEWATERMAIN PIPELIGHT POLESTORM MANHOLEFLARED ENDCURB INLETCATCH BASINWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLEDRAINTILE PIPEUTILITY NOTES1.It is the responsibility of the contractor to perform or coordinate all necessary utility connections andrelocations from existing utility locations to the proposed building, as well as to all onsite amenities.These connections include but are not limited to water, sanitary sewer, cable TV, telephone, gas,electric, site lighting, etc.2.All service connections shall be performed in accordance with state and local standardspecifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer)may require a permit from the City.3.The contractor shall verify the elevations at proposed connections to existing utilities prior to anydemolition or excavation.4.The contractor shall notify all appropriate engineering departments and utility companies 72 hoursprior to construction. All necessary precautions shall be made to avoid damage to existing utilities.5.Storm sewer requires testing in accordance with Minnesota plumbing code 4714.1109 wherelocated within 10 feet of waterlines or the building.6.HDPE storm sewer piping shall meet ASTM F2306 and fittings shall meet ASTM D3212 jointpressure test. Installation shall meet ASTM C2321.7.Maintain a minimum of 7 ½' of cover over all water lines and sanitary sewer lines. Where 7 ½' ofcover is not provided, install 2” rigid polystyrene insulation (MN/DOT 3760) with a thermalresistance of at least 5 and a compressive strength of at least 25 psi. Insulation shall be 8' wide,centered over pipe with 6” sand cushion between pipe and insulation. Where depth is less than 5',use 4” of insulation.8.Install water lines 12” above sewers. Where the sewer is less than 12" below the water line (orabove), install sewer piping of materials approved for inside building use for 10 feet on each side ofthe crossing.9.A City approved dewatering/pumping plan is required prior to any pumping activity. Notify City ofRoseville Engineering Dept. at 651-792-7004 prior to beginning any pumping activity.SYMBOL LEGEND
DescriptionRev.DateUPPER 33RD STREETTOWNHOUSEDEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12226050TJRMJW11.03.223524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2022 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2022\12226050 - Upper 33rd Street Townhouse Development (Element)\C. Design\Drawing Files\12226050 - C500 Details.dwgLarsonEngineering, Inc.Project Title:ELEMENTDESIGN-BUILD1110 RAYMOUND AVENUE, UNIT 3ST. PAUL, MN 55108Client:Matthew J. Woodruff, P.E.Date: Lic. No.:11.03.22I 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.Sheet:DETAILSC50090° PVC. BEND6" PVCDOWNSPOUTCONNECT PVC PIPE (SEEPLAN FOR SIZES) TO NEWCATCH BASIN AS SHOWNON PLANREMOVE EXISTING ELBOW &CONNECT 6" PVC TOGUTTER DOWNSPOUTNOT TO SCALECONNECTION DETAILROOF DRAIN5C500NOT TO SCALEPAVEMENT SECTIONLIGHT-DUTY BITUMINOUS1C500EXISTING SUBGRADE SOILNEW 6" BASEAGGREGATENEW 3" BITUMINOUS PAVEMENTPLACED IN 2 LIFTSNOT TO SCALECURB & GUTTER DETAILB612 CONCRETE2C500EXISTING SUBGRADE SOIL6"12"13.5"6"7"6"BACKFILL WITH NEWGOOD QUALITYTOPSOIL AND SODNEW BITUMINOUSPAVEMENTNEW BASEAGGREGATESLOPE34" PER FT.8"R3"R3"6"NOT TO SCALERETAINING WALL DETAIL4C500VARIESCLASS 5 LEVELING PAD(12" MIN. THICKNESS, 6"WIDER THAN BLOCK)BACKFILL WITH NEWGOOD QUALITYTOPSOIL AND SODNEW MODULAR BLOCKNEW CAPSTONE BW (SEE GRADING PLAN)PROVIDE FENCE/RAILINGFOR WALL SEGMENTSEXCEEDING 30" TALL.TIP OUT GUTTER AS NEEDEDNOT TO SCALECONSTRUCTION DETAILCONCRETE SIDEWALK3C500NEW 4" PORTLAND CEMENT CONCRETENEW 6" BASEAGGREGATEAPPROVED SUBGRADE SOILMIN. 6" OF 1" TO2" DIA ROCK.MNDOT STANDARDSPECIFICATION 3733 TYPE VPERMEABLE GEOTEXTILEFABRIC BENEATH ROCK30' MINIMUMHARD SURFACEPUBLIC ROAD18" MIN. HIGH CUT-OFF BERM TOMINIMIZE SILT RUNOFF FROM SITE.VARIES:FULL WIDTH OF EXISTINGDRIVEWAY OPENING OR20' MIN. WIDTH.NOT TO SCALEROCK CONSTRUCTION ENTRANCE8C500ENGINEERING FABRICWIRE MESH REINFORCEMENT(OPTIONAL)METAL, WOOD POST, OR STAKE.8' MAX. SPACING, 2' INTO GROUND.NATURAL SOILDIRECTIONOF RUNOFFNOT TO SCALEINSTALLATION DETAILSILT FENCE9C500NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESHWITH HOG RINGS, STEEL POSTS WITH WIRES, OR WOOD POSTS WITH STAPLES.FABRIC ANCHORAGETRENCH. BACKFILL WITHTAMPED NATURAL SOILREUSABLE400 MICRONFILTER BAG INEACH BASKETNOT TO SCALE PROTECTION DEVICEINFRASAFE INLET7C500SIDE VIEWFRONT VIEW(OR EQUAL)VARIABLE1'-4"VARIABLE5" MIN.NOT TO SCALEMANHOLE DETAILCATCH BASIN6C500SECTION8"PIPEDIA.PLANPRECAST INVERT SHOULD BE 1/2DIAMETER OF PIPE AND BENCHESSLOPED 2" TOWARD INVERT.MANHOLE FRAME & COVER:NEENAH R-3067, TYPE L GRATE (CURB INLET)NEENAH R-1642, TYPE B LID (STMH, SOLID CLOSED, ROUND)*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)NEW CURBAND BITUMINOUSNOT TO SCALERESIDENTIAL DRIVEWAY DETAIL10C500