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11-30-2022 Council Packet
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11-30-2022 Council Packet
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912.46 <br />RET <br />911.72 <br />RET <br />874.28 <br />TC B BIT CURB <br />874.05 <br />FL BIT <br />873.34 <br />MHSA <br />883.30 <br />FL BIT <br />883.61 <br />TC <br />883.17 <br />TC <br />883.05 <br />FL BIT <br />882.99 <br />FL BIT <br />883.42 <br />CL D/W BIT <br />883.04 <br />FL BIT <br />883.09 <br />TC B BIT CURB <br />881.59 <br />FL BIT <br />881.82 <br />TC <br />881.57 <br />TC <br />881.48 <br />FL BIT <br />880.78 <br />FL BIT <br />881.12 <br />CL D/W CONC880.04 <br />FL BIT <br />880.80 <br />TC B BIT CURB <br />880.71 <br />FL BIT <br />880.90 <br />TC <br />880.15 <br />TC <br />880.13 <br />FL BIT <br />879.75 <br />FL BIT <br />879.92 <br />CL D/W CONC <br />879.53 <br />FL BIT <br />879.74 <br />TC B BIT CURB <br />878.85 <br />FL BIT <br />879.40 <br />TC <br />878.61 <br />TC <br />878.17 <br />FL BIT <br />877.19 <br />FL BIT <br />877.26 <br />TC876.60 <br />CL D/W CONC <br />875.88 <br />FL BIT <br />876.01 <br />TC <br />874.71 <br />FL BIT <br />875.04 <br />TC873.18 <br />MHSA <br />873.94 <br />FL BIT <br />874.19 <br />TC <br />874.02 <br />BIT CL <br />875.73 <br />BIT CL <br />877.36 <br />BIT CL <br />879.04 <br />BIT CL <br />880.38 <br />BIT CL <br />882.54 <br />BIT CL <br />883.59 <br />BIT CL <br />906.76 <br />TOP <br />866.41 <br />TOE <br />871.14 <br />EBIT B <br />871.22 <br />EBIT1 B <br />870.30 <br />EBIT1 <br />870.32 <br />EBIT 870.37 <br />EBIT OC <br />870.29 <br />EBIT1 OC 870.74 <br />EBIT1 OC <br />870.94 <br />EBIT OC <br />871.38 <br />EBIT OC <br />871.43 <br />EBIT <br />873.99 <br />EBIT2 B <br />875.10 <br />EBIT2 <br />876.52 <br />EBIT2 <br />878.33 <br />EBIT2 <br />879.44 <br />EBIT2 <br />879.3 <br />GAS MAST <br />871.20 <br />EBIT1 <br />871.26 <br />EBIT1 OC871.20 <br />EBIT1 OC <br />870.74 <br />EBIT1 OC <br />870.75 <br />EBIT1 B <br />870.92 <br />EBIT1 OC <br />871.13 <br />EBIT1 OC <br />871.14 <br />EBIT1 OC <br />871.14 <br />EBIT1 <br />871.07 <br />EBIT <br />871.11 <br />EBIT <br />871.02 <br />EBIT1 <br />871.15 <br />EBIT1 OC <br />871.26 <br />EBIT OC <br />871.06 <br />EBIT OC <br />871.06 <br />EBIT1 OC <br />871.17 <br />EBIT1 OC <br />864.90 <br />TOE <br />863.38 <br />TOE862.95 <br />TOE863.37 <br />TOE <br />863.75 <br />TOE <br />871.18 <br />EBIT OC <br />871.50 <br />EBIT OC871.31 <br />EBIT1 OC <br />871.21 <br />EBIT1 OC <br />871.37 <br />EBIT OC <br />871.18 <br />EBIT <br />871.10 <br />EBIT1 <br />871.29 <br />EBIT1 <br />871.26 <br />EBIT <br />871.18 <br />EBIT OC <br />871.12 <br />EBIT1 OC <br />870.79 <br />EBIT1 OC <br />871.22 <br />EBIT OC <br />870.90 <br />EBIT OC <br />870.56 <br />EBIT1 OC <br />870.58 <br />EBIT1 OC <br />869.67 <br />EBIT1 OC <br />868.92 <br />EBIT1 OC <br />870.81 <br />EBIT OC <br />870.11 <br />EBIT OC <br />869.50 <br />EBIT OC <br />880.25 <br />RET B <br />879.74 <br />TC B BIT <br />880.71 <br />TC <br />881.14 <br />RET <br />880.60 <br />EBIT2 <br />881.79 <br />EBIT2 <br />881.98 <br />TC <br />882.59 <br />RET <br />883.85 <br />RET <br />883.30 <br />TC <br />883.08 <br />EBIT2 <br />883.70 <br />EBIT2 <br />883.98 <br />TC 884.60 <br />RET <br />870868866864864866868870872874876 <br />878 <br />880 <br />882 <br />884 <br />886 <br />888 <br />890 <br />892 <br />894 <br />896 <br />898 <br />90 <br />0 <br />902 <br />90 <br />4 <br />90 <br />6 <br />9 <br />0 <br />8 <br />878876874872870868866864871.21 <br />MHSAN 88089087487687888288488688889289490089689890290490691 <br />0 <br />91 <br />2 <br />9 <br />1 <br />0908 <br />866 <br />868 <br />870 866868870868870872874897.4W.O.LF = 882.9882.4SSEXIST. 12" PVC SLIP-LINE SANITARYWITHIN 48" RC PIPE3.8% <br />7.3%W.O. **LE = 893.8LF = 893.8REAR GARAGE = 898.6LO = 897.01.8%2.3%EXIST. 8" DIPWATERMAINWATERMAIN UNDER EDGERTONENCASED IN CASINGEXIST. 8" DIPWATERMAINEXIST.HYDRANTW.O. **LE = 897.9LF = 897.9REAR GARAGE = 904.6LO = 901.27.8%L.O. **LE = 900.7LF = 897.5REAR GAR. = 904.2LO = 903.96.1% <br />7.8%900.04.3% <br />7.8%W.O. **LE = 893.5LF = 893.5REAR GARAGE = 900.2LO = 896.7893.0W.O. **LE = 886.7LF = 886.7REAR GARAGE = 893.4LO = 889.92.0%886.2LE = 882.9LO = 896.1REAR GARAGE = 891.01.8%DS <br />S <br />S S S <br />SSSSSSSSSSSSSSSSSS S <br />S <br />S SDFRONT <br />OF GAR <br />FRONT <br />OF GARFRONTOF GARFRONTOF GARFRONTOF GAR879.50EOF-CBPROVIDE INLETPROTECTION WITHIN 24HOURS OF STRUCTUREINSTALLATION (TYP)BASIN AREA(SEE NOTES ABOVE)BOTTOM 863.0100-YR HWL 864.2SGVBASIN NOTES1.MARK-OFF BASIN AREA (E.G. FENCING, SILT FENCE, ETC.) TO MINIMIZECONSTRUCTION TRAFFIC FROM ENTERING BASIN AREA.2.USE LOW-IMPACT, EARTH MOVING EQUIPMENT (WIDE TRACK OR MARSH TRACKEQUIPMENT, OR LIGHT-EQUIPMENT WITH TURF-TYPE TIRES) WITHIN BASIN.3.PROTECT BASIN FROM RUN-OFF DURING CONSTRUCTION ACTIVITIES4.DO NOT EXCAVATE BASIN TO FINAL GRADE UNTIL UPSTREAM DRAINAGE AREASHAVE BEEN STABILIZED.5.REMOVE ANY TOPSOIL AND/OR UNSUITABLE SOILS WITHIN BASIN FOOTPRINT.ANY SEDIMENT THAT IS WASHED INTO THE BASIN SHALL BE REMOVED.6.EXCAVATE BASIN TO FINAL GRADE ONLY UPON STABILIZATION OFCONTRIBUTING DRAINAGE AREAS.7.ALLEVIATE ANY COMPACTED SOILS (BY USING A PRIMARY TILLING OPERATIONSUCH AS A CHISEL PLOW, RIPPER OR SUBSOILER) TO A DEPTH NECESSARY TOALLEVIATE COMPACTION (MIN. 18")ROCK CONSTRUCTIONENTRANCETW: 912.0BW 900.7TW: 910.0BW 898.1TW: 910.0BW 897.1TW: 908.0BW 896.1TW: 905.5BW 894.2TW: 902.5BW 893.1TW: 899.0BW 892.2TW: 894.0BW 890.5TW: 890.0BW 887.0RIP-RAP W/FABRIC (TYP)3211B L O C K 1B L O C K 23:1 <br />-0+43 0+00 1+002+003+00PC: 0+63.50PT: 1+57.75 0+003+22900.86 <br />896.58 <br />895.08 <br />888.96 <br />887.46 <br />890.22 <br />897.83 <br />3.9% <br />7.4%901.18900.49897.97896.47891.10889.604.2% <br />7.8% <br />2.6%D1.8%893.3899.86892.362.2%TW: 872.5BW 868.0TW: 878.0BW 864.5TW: 883.0BW 864.5TW: 882.0BW 864.5TW: 880.0BW 864.5TW: 876.0BW 864.5TW: 872.0BW 864.5TW: 868.0BW 864.5883.79 <br />879.15 2904.20903.80899.80892.90892.40891.60890.60 890.00889.30878.00867.00898.20 897.30896.40892.60899.20898.20897.90891.308868848968949009 <br />0 <br />2 <br />9 <br />0 <br />0 <br />8988 <br />9 <br />6 <br />8 <br />9 <br />4 <br />888902896.70892.709 <br />0 <br />0 <br />898896892 <br />890884882886886 890884 <br />882 <br />884882880878876882 <br />880 <br />878 <br />876 <br />874 <br />872 <br />870 <br />868 <br />866 <br />890 <br />892 89890 <br />2 <br />89890089 <br />6 <br />8808888928 <br />8 <br />8890 W.O. **LE = 893.8LF = 893.8REAR GARAGE = 898.6LO = 897.0FRONTOF GAR 893.32909.31DECK COR913.67RET B913.13RET <br />912.80 <br />RET <br />909.43 <br />DECK COR <br />912.14RET B912.22RET912.25RET897.97EBIT B897.70EBIT1 B896.28EBIT1 OC896.76EBIT OC893.27EBIT OC892.68EBIT1 OC888.85EBIT1 OC889.20EBIT OC886.61EBIT OC886.66EBIT1 OC882.14EBIT1882.15EBIT879.44EBIT OC879.01EBIT OC878.81EBIT OC879.07EBIT1 OC878.57EBIT1 OC878.22EBIT1 OC880.9MHUG UG B879.30TC B BIT CURB878.84FL BIT880.27FL BIT881.08RET B884.1MHUG UG884.8MAST XCEL887.9MAST XCEL881.16FL BIT881.78TC882.11RET882.38TC881.85FL BIT882.44RET878.48FL BIT878.70TC B BIT CURB880.22FL BIT880.58TC881.76TC881.38FL BIT882.01TC881.80FL BIT881.82FL BIT882.08TC OC882.01TC OC882.00TC OC882.02CL D/W BIT882.13FL BIT882.17FL BIT882.34TC B BIT CURB882.32FL BIT882.85TC882.54FL BIT883.04TC OC882.83TC OC882.61TC OC1125885.50TNHXYZ882.63FL BIT882.65CL D/W BIT882.89TC B BIT CURB882.92TC OC883.00TC OC883.10TC OC882.74FL BIT883.59TC883.31FL BIT <br />1135 <br />883.45 <br />TB <br />883.90 <br />TC <br />883.60 <br />FL BIT <br />883.84 <br />BIT CL <br />883.77BIT CL883.15BIT CL882.32BIT CL881.46BIT CL880.16BIT CL879.00BIT CL <br />906.55 <br />TOP <br />906.06TOP903.28TOP900.30TOP893.8MAST XCEL893.21TOP891.6MAST XCEL891.10TOP888.31TOP 910.85BC 8X12 SHED N-S884.35RET884.03TC <br />883.78 <br />EBIT2 <br />882.99EBIT2883.18TC883.06RET882.86TC882.33EBIT2 <br />910912906904902900898896894892890888886884882880912910908906904910912910908906892890894894896898900902.3SFRONTOF GAREXIST.HYDRANTREAR GARAGE = 904.66.3% <br />5.4%7.5%L.O. **LE = 903.0LF = 899.8REAR GARAGE = 906.5LO = 903.03.0%902.4REAR GAR. = 904.2FRONT <br />OF GARSSSSSS TW: 912.0BW 909.0TW: 912.0BW 908.5TW: 912.0BW 906.0TW: 912.0BW 903.0TW: 912.0BW 902.0TW: 912.0BW 900.743B L O C K 1B L O C K 2HYD <br />4+004+54 <br />PC: 3+77.54EP: 4+54.000+001+002+003+003+224.7%901.53 <br />903.47904.07 <br />902.05904.612.0%2.0%903.33904.20 <br />906.10 <br />903.80903.60901.80901.40905.50906908910 9129 <br />0 <br />2 902.70904.80903.00906 <br />904 902904906904 <br />22-2039FAX: (651) 361-8701PHONE: (651) 361-8210LINO LAKES, MN 550146776 LAKE DRIVESUITE 110SITE PLANNING& ENGINEERINGPLOWEENGINEERING, INC.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY <br />ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM <br />A DULY LICENSED PROFESSIONAL ENGINEER UNDER <br />THE LAWS OF THE STATE OF MINNESOTA. <br />Date: License No. 43963 <br />ADAM GINKEL <br />08.05.2022 NORTH1 INCH = 30 FEET(22" X 34")HORIZONTALPREPARED FOR: CARA BUILDERSC1.1SHEETVILLAS OF GERVAIS LAKE <br />GRADING, DRAINAGE & ESC PLAN <br />CITY OF LITTLE CANADA, MN 6001530601 <br />2 <br />4 <br />5 <br />6 <br />7 <br />8 <br />3 <br />CWPAGCHECK BY:DRAWN BY:22-2039DATE:JOB NO:07/25/22DESCRIPTIONDATENO.S:\PLOWE\CAD\22PROJ\2039 LITTLE CANADA\2039 CAD\2039 BASE 4 (NEW LAYOUT).DWGFriday, August 5, 2022 1:53:05 PMPRELIMINARY GENERAL NOTES1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPEAND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BEACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLEFOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OFUTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES.2.CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANYEXCAVATIONS.3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, ANDLOCATION OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANYDISCREPANCIES PRIOR TO THE START OF INSTALLATIONS.4.INSTALLATIONS SHALL CONFORM TO THE CITY STANDARDSPECIFICATIONS AND DETAIL PLATES (MOST CURRENT EDITION) ANDMNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION (MOSTCURRENT EDITION).5.STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ONPUBLIC STREETS OR WITHIN PUBLIC RIGHT-OF-WAY.6.NOTIFY CITY OF EAST BETHEL A MINIMUM OF 48 HOURS PRIOR TO THECOMMENCEMENT OF CONSTRUCTION.8.ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDINGSERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATEUTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONSSHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY.RESUBMIT8-5-22 FINISHED GRADE AT REAR OF HOUSE-- 0.5-FT BELOW L.F. FOR WALKOUTS-- 0.7-FT BELOW L.O. FOR FULL BASEMENTS AND LOOKOUTSLF = LOW FLOORLE = LOW ENTRYLO = LOOK-OUT ELEVATIONW.O. - WALKOUTL.O. - LOOKOUT* = DROP ONE COURSE** = DROP TWO COURSESCURBHOUSE TYPE
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