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28+00 <br />sG <br />A <br />S <br />GAS <br />GAS GASGASGASUGTUGTUGT <br />UGT <br />UGT <br />UGT <br />UGT <br />UGT <br />UGT UGTUGTUGTUGT <br />440. <br />0 <br />0 <br />ST450.00ST460.00ST10140.00RP10200. <br />0 <br />0 <br />BCRIM: 897.20N894.00INV:INV:INV:INV:INV:INV:RIM: 897.44N895.14INV:INV:INV:INV:INV:INV:SRIM: 898.24UNABLE TO OPENINV:INV:INV:INV:INV:INV:SBWELLWELLBIT <br />DWY BITDWYBIT <br />DWY LSCP12" R <br />C <br />P <br />SB-6 <br />SPRIM: 894.16NAINV:INV:INV:INV:INV:INV:159315881586104+00 105+00 <br />YD-40EX CB 10115"15" <br />895 <br />895 <br />896 <br />897898899900 <br />89589489389389689589689789889422+0023+00ssGASGASGASGASGASGASGASGASGASGASGASUGT UGT UGT UGT UGT UGT UGTUGTUGTUGTUGT <br />UGTUGTUGTUGTUGTUGTUGTUGT UGT UGT UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE390.00ST40894.07ST410.00ST16"16"SSBSRIM: 894.56UNABLE TO OPENINV:INV:INV:INV:INV:INV:RIM: 894.04S890.94INV:INV:INV:INV:INV:INV:RIM: 893.94S889.44INV:INV:INV:INV:INV:INV:MB14"10"MB14"MB12"6"MBCONCDWYBITDWYBITDWYBITDWY12" RCPLSCP LSCPSB-512" RCP15501554 155589089089189089089289189212" AGGREGATE BASE,CLASS 5 (INCIDENTAL)MnDOT 4011 GCONCRETE BASESLAB48" DIA. PRECAST RCPCOMPACTEDSUBGRADEVERIFYHAALA GRATE PS60-72H(OR APPROVED EQUAL)OUTLET CONTROL STRUCTURE15" RCPVERIFYNTSVERIFYLAMOTTE CIRCLEPOND EXCAVATIONLOCATIONSCALE IN FEET0H:2040WSBWSB PROJECT NO.:REVISIONS <br />NO.DATE DESCRIPTIONN <br />011438-000SCALE:PLAN BY:DESIGN BY:CHECK BY:AS SHOWNSMHJLSDH2018 SURFACE WATER <br />MAINTENANCE PROJECT <br />CITY OF LINO LAKESGRADING PLANSLAMOTTE CIRCLEPONDSLAMOTTE CIRCOUNTY ROAD JCENTERVILLE <br />LAKESHERMAN LAKE ROADLAMOTTE <br /> DR <br />IVE <br />K:\011438-000\Cad\Plan\011438-000 C-2018 SWMP 4.dwg 10/1/2018 3:48:39 PM <br />158815821590APPROX. 230 CY OF LEVEL 1 MUCKEXCAVATION TO RESTORE THE PONDBOTTOM TO ELEVATION 893.00, WITH AMAXIMUM SIDE SLOPE OF 1:4. STABILIZEWITH CATEGORY 3N EROSION CONTROLBLANKET AND MNDOT SEED MIX 33-261.APRROX. 200 CY OF LEVEL 3 MUCK EXCAVATIONTO RESTORE THE POND BOTTOM TO ELEVATION890.00, WITH A MAXIMUM SIDE SLOPE OF 1:4.STABILIZE WITH CATEGORY 3N EROSIONCONTROL BLANKET AND MNDOT SEED MIX 33-261.POND MUCKING NOTES: 1.EXCAVATION AREA TO BE CONFIRMED BY THE ENGINEER ON SITE ANDSURVEYED PRIOR TO EXCAVATION.2.ALL ACCESS ROUTES MUST BE APPROVED BY THE ENGINEER.3.POND OUTLET STRUCTURE TO BE PAID BY THE EACH, ELEVATIONS TOBE DETERMINED IN THE FIELD.Total Cost - ______________Contractor Name - ______________________________SITE 2LAMOTTE CIRCLELAMOTTE CIRCLEINSPECT CATCHBASIN / MANHOLEAND REPAIR INFILTRATIONREMOVAL OF VOLUNTARY TREES ANDVEGETATION INCIDENTAL TO PONDSEDIMENT REMOVAL. COORDINATEWITH ENGINEER INI THE FIELD.REMOVE EXISTING WOODEN WEIR.INSTALL 48" DIAMETER OUTLETSTRUCTURE WITH GALVANIZED GRATE(DRAINAGE STRUCTURE TYPE SPECIAL 3).