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02-08-2023 Council Packet
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02-08-2023 Council Packet
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912.46 <br />911.72 <br />874.28 <br />TC B BIT CURB <br />874.05 <br />FL BIT <br />883.30 <br />FL BIT <br />883.61 <br />TC <br />883.17 <br />TC 883.05 <br />FL BIT <br />882.99 <br />FL BIT <br />1144 <br />883.42 <br />CL D/W BIT <br />883.04 <br />FL BIT883.09 <br />TC B BIT CURB <br />881.59 <br />FL BIT881.82 <br />TC <br />881.57 <br />TC881.48 <br />FL BIT <br />880.78 <br />FL BIT <br />880.04 <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 />879.53 <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 />TC <br />875.88 <br />FL BIT <br />876.01 <br />TC <br />874.71 <br />FL BIT <br />875.04 <br />TC <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 />866.41 <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 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 />879.3GAS MAST871.20 <br />EBIT1 <br />871.26 <br />EBIT1 OC <br />871.20 <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 />863.38862.95 <br />863.37 <br />863.75 <br />871.18 <br />EBIT OC <br />871.50 <br />EBIT OC <br />871.31 <br />EBIT1 OC <br />871.21 <br />EBIT1 OC871.37 <br />EBIT OC <br />871.18 <br />EBIT <br />871.10 <br />EBIT1 <br />871.29 <br />EBIT1871.26 <br />EBIT <br />871.18 <br />EBIT OC 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 />879.74 <br />TC B BIT <br />880.71 <br />TC <br />881.14 <br />880.60 <br />EBIT2 <br />881.79 <br />EBIT2 <br />881.98 <br />TC <br />882.59 <br />883.85 <br />883.30 <br />TC <br />883.08 <br />EBIT2 <br />883.70 <br />EBIT2 <br />883.98 <br />TC <br />884.60 <br />870868866864864866868870872 <br />874 <br />876 <br />878 <br />880 <br />882 <br />884 <br />886 <br />888 <br />890 <br />892 <br />894 <br />896 <br />89 <br />8 <br />90 <br />0 <br />902 <br />90 <br />4 <br />90 <br />6 <br />9 <br />0 <br />8 <br />878876874872870868866864860.43 <br />FES INV <br />866.27 <br />864.01 <br />FES TOP <br />862.32 <br />FES INVW.O.LF = 880.8EXIST. 12" PVC SLIP-LINE SANITARYWITHIN 48" RC PIPE5.0% <br />8.0%TUCK UNDERLE = 896.1LF = 896.1REAR GARAGE = 896.13.2%EXIST. 8" DIPWATERMAINWATERMAIN UNDER EDGERTONENCASED IN CASINGEXIST. 8" DIPWATERMAINEXIST.HYDRANTTUCK UNDERLE = 902.9LF = 902.9REAR GARAGE = 902.95.7% <br />9.1%TUCK UNDERLE = 905.7LF = 905.7REAR GARAGE = 905.74.7% <br />8.0%F.B. **LE = 903.0LF = 896.7REAR GARAGE = 903.4LO = 903.0W.O. **LE = 887.1LF = 887.1REAR GARAGE = 893.8LO = 890.34.3%LE = 880.8LO = 884.0REAR GARAGE = 888.92.0%DDFRONT <br />OF GAR <br />FRONT <br />OF GAR <br />FRONT <br />OF GARFRONTOF GARFRONTOF GAR877.50EOF-CBGVTW: 898.5BW 896.0TW: 893.0BW 889.0TW: 890.0BW 887.034211B L O C K 1B L O C K 23:1-0+43 0+00 1+002+003+00PC: 0+40.00PT: 1+34.25 <br />899.82 <br />898.43 <br />893.65 <br />892.11 <br />887.32 <br />885.91 894.933.9% <br />7.4%900.95889.54889.375.5% <br />10.0%D2.0%900.98891.092.0%TW: 878.0BW 876.5TW: 882.0BW 868.0TW: 880.0BW 864.5TW: 876.0BW 864.5TW: 872.0BW 864.5TW: 868.0BW 864.5884.32 <br />879.152SSS901.82 <br />899.81888.79894.89894.202.0%888.59IRON-ENHANCED SAND FILTRATION(SEE DETAIL ON C3.6 AND ADDITIONALDETAILS ON C2.5)BOTTOM 864.0HWL 865.8879.01DEXISTING POND100-YR HWL 864.9(PER RWMWD)DSB-2PROVIDE RAILINGOR FENCING FORALL WALLS OVER30" IN HEIGHT878.84GUARDRAIL REQUIRED FOR RETAINING WALLADJACENT TO PROPOSED ROADWAY - TO BEDESIGNED BY STRUCTURAL ENGINEERSB-3SB-4SB-5REMOVE PORTIONS OF GUARDRAIL AS NECESSARY FORCONSTRUCTION880.3909.9886.5 908.6903.5903.0OUTLOT A879.092.0%2.0%893.40895.70 895.20876.00866.00902.50903.00901.60888.50895.40893.70893.00902.50BASIN AREABOTTOM 861.75100-YR HWL 863.8 (PER CALCS)100-YR HWL 864.9 (PER RWMWD)886884902878 <br />876 <br />874 <br />872 <br />870 <br />868866910904902 <br />902 <br />900 <br />898 <br />896 <br />896 <br />894 <br />892900898 <br />886 <br />884 <br />882 <br />880 9089068638648668688708728748768788808908928948968988988948928 <br />9 <br />0 <br />882 <br />886 <br />880 <br />863 <br />864861.75861.75865866866 <br />8668668648639 <br />0 <br />4 <br />902 <br />902900898 <br />896 TUCK UNDERLE = 902.9LF = 902.9REAR GARAGE = 902.9FRONTOF GAR 3B L O C K 1SB-2909.9908.6909.31DECK COR913.67913.13 <br />912.80 <br />912.46 <br />909.43 <br />DECK COR <br />912.14912.22912.25897.97EBIT 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 OC 879.07EBIT1 OC878.57EBIT1 OC878.22EBIT1 OC879.30TC B BIT CURB878.84FL BIT880.27FL BIT881.08 884.8MAST XCEL887.9MAST XCEL881.16FL BIT881.78TC882.11882.38TC881.85FL BIT882.44878.48FL BIT878.70TC B BIT CURB880.22FL BIT880.58TC881.76TC881.38FL BIT882.01TC881.80FL BIT881.82FL BIT882.08TC OC882.01TC OC882.00TC OC1114882.02CL D/W BIT882.13FL BIT882.17FL BIT882.34TC B BIT CURB882.32FL BIT882.85TC882.54FL BIT883.04TC OC882.83TC OC882.61TC OC882.63FL BIT1127882.65CL D/W BIT882.89TC B BIT CURB882.92TC OC 883.00TC OC883.10TC OC 882.74FL BIT883.59TC883.31FL BIT <br />883.90 <br />TC 883.60 <br />FL BIT 883.84 <br />BIT CL <br />883.77BIT CL883.15BIT CL882.32BIT CL881.46BIT CL880.16BIT CL879.00BIT CL <br />906.55 <br />906.06903.28900.30893.8MAST XCEL893.21891.6MAST XCEL891.10888.31 910.85BC 8X12 SHED N-S <br />883.70 <br />884.60 <br />884.35884.03 <br />TC <br />883.78EBIT2882.99EBIT2883.18TC883.06882.86TC882.33EBIT2 <br />910912906904902900898896894892890888886884882880GVGVFRONT <br />OF GAREXIST.HYDRANT5.1% <br />5.0%TUCK UNDERLE = 905.7LF = 905.7REAR GARAGE = 905.74B L O C K 1HYD4+004+68EP: 4+67.57 <br />902.49 <br />903.49 <br />902.11S901.82 <br />906.73907.49904.58906.49903.64SB-1913.1LE = 901.6LF = 901.67.0%W.O. **4.1%LO = 904.8REAR GARAGE = 909.7FRONTOF GAR901.12.0%2.0% <br />2.0%904.302.0%905.30 908.00909.30901.60908.40905.00904.90912900902904906908906906 <br />906 <br />904 <br />902 91090839 <br />0 <br />4 <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 />01.02.2023 NORTH1 INCH = 30 FEET(22" X 34")HORIZONTALPREPARED FOR: CARA BUILDERSC1.1SHEETVILLAS OF GERVAIS LAKE <br />GRADING & DRAINAGE PLAN <br />CITY OF LITTLE CANADA, MN 3001530601 <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 9.DWGWednesday, December 21, 2022 10:11:16 AMPRELIMINARY 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 COURSESHOUSE TYPECONSTRUCTION PLANS9-14-22 ADDITIONAL NOTES1.NOTIFY NICOLE SODERHOLM, RAMSEY-WASHINGTON METRO WATERSHED DISTRICT,AT (651) 792-7976 PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY IN ORDER TOSCHEDULE AN INITIAL SWPPP INSPECTION.2.NOTIFY NICOLE SODERHOLM, RAMSEY-WASHINGTON METRO WATERSHED DISTRICT,AT (651) 792-7976 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION OF THESTORMWATER BASIN.3.THE SPECIFIED EROSION AND SEDIMENT CONTROL MEASURES ARE THE MINIMUM.CONTRACTOR TO PROVIDE ADDITIONAL PRACTICES IF REQUIRED DURING THECOURSE OF CONSTRUCTION.RWMWD COMMENTS9-21-22RAMSEY COUNTY PERMIT REQUIRED PRIOR TOANY CONSTRUCTION WITHIN RIGHT-OF-WAY -CONTACT BEN HOFSCHULTE, RAMSEY COUNTYPROJECT PERMIT SUPERVISOR AT 651-266-7198CITY REVIEW COMMENTS11-30-22 <br />REVISED LOT LAYOUT1-3-23
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