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07-27-2022 Council Packet
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07-27-2022 Council Packet
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1016909.31DECK COR <br />1025 <br />909.43 <br />DECK COR <br />1052897.97EBIT B1053897.70EBIT1 B1054896.28EBIT1 OC1055896.76EBIT OC1056893.27EBIT OC1057892.68EBIT1 OC1058888.85EBIT1 OC1059889.20EBIT OC1060886.61EBIT OC1061886.66EBIT1 OC1062882.14EBIT11063882.15EBIT1064879.44EBIT OC1065879.01EBIT OC1066878.81EBIT OC1067879.07EBIT1 OC1068878.57EBIT1 OC1069878.22EBIT1 OC <br />1079 <br />873.34 <br />MHSA <br />880.9MHUG UG B884.1MHUG UG884.8MAST XCEL887.9MAST XCEL1125885.50TNHXYZ <br />1135 <br />883.45 <br />TB <br />1177 <br />873.18 <br />MHSA <br />1181 <br />874.02 <br />BIT CL <br />1182 <br />875.73 <br />BIT CL <br />1183 <br />877.36 <br />BIT CL <br />1184 <br />879.04 <br />BIT CL <br />1185 <br />880.38 <br />BIT CL <br />1186 <br />882.54 <br />BIT CL <br />1187 <br />883.59 <br />BIT CL <br />1188 <br />883.84 <br />BIT CL <br />1189883.77BIT CL1190883.15BIT CL1191882.32BIT CL1192881.46BIT CL1193880.16BIT CL1194879.00BIT CL 893.8MAST XCEL891.6MAST XCEL <br />2014 <br />871.14 <br />EBIT B2015 <br />871.22 <br />EBIT1 B <br />2016 <br />870.30 <br />EBIT1 <br />2017 <br />870.32 <br />EBIT <br />2018 <br />870.37 <br />EBIT OC2019 <br />870.29 <br />EBIT1 OC <br />2020 <br />870.74 <br />EBIT1 OC <br />2021 <br />870.94 <br />EBIT OC <br />2022 <br />871.38 <br />EBIT OC <br />2023 <br />871.43 <br />EBIT <br />2024 <br />873.99 <br />EBIT2 B <br />2025 <br />875.10 <br />EBIT2 <br />2026 <br />876.52 <br />EBIT2 <br />2027 <br />878.33 <br />EBIT2 <br />2028 <br />879.44 <br />EBIT2 <br />879.3 <br />GAS MAST <br />2031 <br />871.20 <br />EBIT1 <br />2032 <br />871.26 <br />EBIT1 OC <br />2033 <br />871.20 <br />EBIT1 OC <br />2034 <br />870.74 <br />EBIT1 OC <br />2035 <br />870.75 <br />EBIT1 B <br />2036 <br />870.92 <br />EBIT1 OC <br />2037 <br />871.13 <br />EBIT1 OC <br />2038 <br />871.14 <br />EBIT1 OC <br />2040 <br />871.14 <br />EBIT1 <br />2041 <br />871.07 <br />EBIT <br />2042 <br />871.11 <br />EBIT2043 <br />871.02 <br />EBIT1 <br />2044 <br />871.15 <br />EBIT1 OC <br />2045 <br />871.26 <br />EBIT OC <br />2046 <br />871.06 <br />EBIT OC <br />2047 <br />871.06 <br />EBIT1 OC <br />2048 <br />871.17 <br />EBIT1 OC <br />2067 <br />871.18 <br />EBIT OC <br />2068 <br />871.50 <br />EBIT OC <br />2069 <br />871.31 <br />EBIT1 OC <br />2070 <br />871.21 <br />EBIT1 OC <br />2071 <br />871.37 <br />EBIT OC <br />2072 <br />871.18 <br />EBIT <br />2073 <br />871.10 <br />EBIT1 <br />2074 <br />871.29 <br />EBIT1 <br />2075 <br />871.26 <br />EBIT <br />2076 <br />871.18 <br />EBIT OC <br />2077 <br />871.12 <br />EBIT1 OC <br />2078 <br />870.79 <br />EBIT1 OC <br />2079 <br />871.22 <br />EBIT OC <br />2080 <br />870.90 <br />EBIT OC2081 <br />870.56 <br />EBIT1 OC <br />2086 <br />870.58 <br />EBIT1 OC <br />2087 <br />869.67 <br />EBIT1 OC <br />2088 <br />868.92 <br />EBIT1 OC <br />2089 <br />870.81 <br />EBIT OC <br />2090 <br />870.11 <br />EBIT OC <br />2091 <br />869.50 <br />EBIT OC2101 <br />880.60 <br />EBIT2 <br />2102 <br />881.79 <br />EBIT2 <br />2111 <br />883.08 <br />EBIT2 <br />2112 <br />883.70 <br />EBIT2 <br />2121 <br />883.78 <br />EBIT2 <br />2122882.99EBIT22131882.33EBIT2 <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 91091290690490290089889689489289088888688488288087887687487287086886686488089087487687888288488688889289490089689890290490691 <br />0 <br />91 <br />2 <br />9 <br />1 <br />0908912910908906904910912910908906892890894894896898900 <br />866 <br />868 <br />870 866868870868870872874-0+43 0+00 1+002+003+004+004+21PC: 0+63.50PT: 1+57.75 <br />PC: 3+46.99PT: 4+04.83EP: 4+20.81887.3903.2899.2893.3W.O.LF = 880.2879.7SSS3.9% <br />7.9%W.O. **LE = 893.8LF = 893.8REAR GARAGE = 900.5LO = 897.0894.21.5%3.9% <br />7.8% <br />FRONTOF GAR <br />1.5%W.O. **LE = 887.8LF = 887.8REAR GARAGE = 894.5LO = 891.01.5%1.5%888.2W.O. **LE = 899.7LF = 899.7REAR GARAGE = 906.4LO = 902.9906.00 <br />901.03.9% <br />7.8% <br />902.87 <br />902.17 <br />898.52896.93 <br />892.55 <br />890.96 <br />905.12904.41 4.8%7.5%907.00 L.O. **LE = 903.9LF = 900.7REAR GARAGE = 907.4LO = 903.9903.73 5.0%906.0903.2L.O. **LE = 900.6LF = 897.4REAR GARAGE = 904.1LO = 900.6901.79900.444.6% <br />7.9%903.70899.9897.81896.224.1% <br />7.9%899.50W.O. **LE = 893.2LF = 893.2REAR GARAGE = 899.9LO = 893.2899.10893.13892.7W.O. **LE = 887.2LF = 887.2REAR GARAGE = 893.9LO = 887.2891.84890.25893.50892.70892.101.5% <br />1.5%886.7886.91 <br />885.62 <br />887.95 <br />LE = 880.2LO = 880.2REAR GARAGE = 888.3887.90 887.40886.80886.501.5%877.00SSS <br />S <br />S S S S S <br />SSSSSSSSSDD867.00899.79 <br />893.83 <br />FRONT <br />OF GAR <br />FRONT <br />OF GAR <br />FRONT <br />OF GAR <br />FRONT <br />OF GAR <br />900.10 <br />894.10 893.40892.80899.40898.80898.30892.30905.20902.70902.40899.00898.40899.30898.10891.80906.50FRONTOF GARFRONTOF GARFRONTOF GAR878.50EOF-CB886884882880890896894900904906908910 912878 <br />876 <br />874 <br />872 <br />870 <br />868 <br />866 <br />864863862861866 <br />868 <br />870 <br />872 <br />874 <br />876 <br />878 <br />880 884884 <br />880888900906904896 <br />898 <br />906 <br />904 <br />9 <br />0 <br />2 <br />9 <br />0 <br />0 <br />8 <br />9 <br />8 <br />8 <br />9 <br />6 <br />8 <br />9 <br />4 <br />892888890886 <br />884 <br />882 <br />88 <br />889089289 <br />4896902 <br />864860PROVIDE INLETPROTECTION WITHIN 24HOURS OF STRUCTUREINSTALLATION (TYP)BASIN AREA(SEE NOTES ABOVE)BOTTOM 863.0100-YR HWL 864.2PRE-TREATMENT CELLRIP-RAP OVERFLOWELEV 863.0(ALSO SEE DETAIL)904.55885.01 <br />S879.81 <br />GV879.33 <br />879.33 SSSSSSBASIN 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")863 <br />863ROCK CONSTRUCTIONENTRANCETW: 912.0BW 909.0TW: 912.0BW 908.5TW: 912.0BW 906.0TW: 912.0BW 903.0TW: 912.0BW 902.2TW: 912.0BW 899.5TW: 910.0BW 899.3TW: 910.0BW 898.1TW: 908.0BW 894.2TW: 905.5BW 893.5TW: 902.5BW 892.2TW: 899.0BW 888.5TW: 894.0BW 887.0TW: 890.0BW 887.0RIP-RAP W/FABRIC (TYP)23453211B L O C K 1B L O C K 2HYD <br />1.8%3:1 <br />2:1PROVIDE TURFREINFORCEMENT MATFOR 2:1 SLOPE AREAS22-2039FAX: (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 />07.25.2022 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 600 15 30601 <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 BASE 2.DWGMonday, July 25, 2022 12:42:16 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.
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