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PAD 30'x70'LO = 853.2LL = 849.71FBLOFF = 859.7G = 857.7G = 864.6FF = 866.617FBWOWO = 856.6PAD 35'x65'G = 864.2FF = 866.218FBWOWO = 856.2PAD 35'x70'G = 863.5FF = 865.519FBWOWO = 855.5PAD 35'x70'G = 862.5FF = 864.520FBWOWO = 854.5PAD 35'x65'PAD 30'x70'WO = 852.515FBWOFF = 862.5G = 860.5PAD 30'x70'WO = 852.514FBWOFF = 862.5G = 860.5PAD 30'X70'WO = 853.513FBWOFF = 863.5G = 861.5PAD 34'x55'WO = 856.06FBWOFF = 866.0G = 864.0PAD 30'x70'WO = 856.110FBWOFF = 866.1G = 864.1PAD 30'x70'WO = 856.59FBWOFF = 866.5G = 864.5PAD 30'x65'WO = 857.08FBWOFF = 867.0G = 865.0PAD 30'x70'WO = 855.111FBWOFF = 865.1G = 863.1PAD 30'x70'WO = 854.112FBWOFF = 864.1G = 862.1PAD 34'x55'WO = 854.55FBWOFF = 864.5G = 862.5PAD 30'x65'LO = 855.0LL = 851.53FBLOFF = 861.5G = 859.5PAD 30'x70'LO = 854.0LL = 850.52FBLOFF = 860.5G = 858.5PAD 30'x70'WO = 852.516FBWOFF = 862.5G = 860.5PAD 34'x55'WO = 853.04FBWOFF = 863.0G = 861.0PAD 30'x60'WO = 857.07FBWOFF = 867.0G = 865.0856859859859851852853852853852 854 <br />861 862861 <br />854852850851852852852849848852853853852855 GALTIER ST.S. MCCARRONS BLVD.MARIONSTREETEXISTING BUILDINGEXISTING BUILDINGEXISTING WETLANDBACK-TO-BACK 100 YRHWL = 850.61(DELINEATION LINE BYANDERSON ENGINEERING)859860861862863864850 846848849851852 <br />863864860855 855856 855 854853852852852851855858855845850842850849848847846845847857864854860855 <br />855850850855846 <br />MCCARRONS LAKEORDINARY HIGH WATER 842.39 FEET (NAVD 88)8568578558538528518508498488478518528538518478 <br />4 <br />8 <br />849850851853 <br />8 <br />5 <br />4 <br />8 <br />5 <br />5 <br />85 <br />6 <br />85 <br />7 861862862 863863860859858857856852853854855855854853852851860855850 <br />864 <br />8 <br />5 <br />9 860858855854847 847848849850854855855 854856 852851852853854856857858859860855 855856 847848849850856855854864864TW 849.8BW 844.9TW 850.4BW 844.6TW 850.6BW 847.5I. 850.70R. 862.30R. 860.37R. 858.76R. 856.60R. 861.67R. 858.42R. 857.10R. 857.30EOF 852.50EOF 851.20EOF 850.38HP 855.68R. 855.26R. 855.26R. 850.51R. 857.16R. 855.77R. 852.44R. 847.55R. 846.51R. 850.10I. 851.00I. 853.40I. 852.00I. 847.50I. 847.00I. 853.90I. 854.30I. 847.50I. 847.50R. 852.40R. 851.93EOF 854.20HP 856.60HP 855.50HP 852.50LP 855.52HP 863.89TW/BW 951.8TW 860.00BW 850.00TW 859.50BW 849.70TW/BW 859.00TW 857.00BW 855.00TW 856.80BW 854.00TW 859.70BW 855.70TW 855.00BW 851.50TW 855.0BW 851.5850 8568550 30' 60'NC5LEGENDPROPERTY LIMITSCONSTRUCTION LIMITSEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOUREXISTING SPOT ELEVATIONDRAINAGE ARROWPROPOSED RETAINING WALLPROPOSED CONCRETE C&G966965966965PROPERTY LINEPROPERTY LINE PROPERTY LINEPROPERT <br />Y <br /> <br />L <br />I <br />N <br />E <br />1. THE TOTAL DISTURBED AREA IS EQUAL TO4.15 ACRES. AN MPCA PERMIT IS REQUIRED.2. PROPOSED SPOT ELEVATIONS ARE TO TOPOF FINISHED SURFACE UNLESS OTHERWISENOTED IN LEGEND.3. TAKE ALL NECESSARY PRECAUTIONS TOPROTECT EXISTING UTILITIES. LOCATIONS OFUTILITIES SHOWN BASED ON SURVEY ANDAS-BUILT INFORMATION AND MAY NOTREPRESENT ACTUAL CONDITIONS.CONTRACTOR IS RESPONSIBLE FOR UTILIZINGUTILITY LOCATES PRIOR TO STARTING ANYWORK.CONTRACTOR NOTESSPOT ELEVATION KEYFINISHED GRADEEXISTING GRADEGUTTER FLOW LINEHIGH POINT ELEVATIONLOW POINT ELEVATIONBOTTOM WALL ELEVATIONTOP WALL ELEVATIONRIM ELEVATIONINVERT ELEVATIONEMERGENCY OVERFLOWELEVATIONFG±FLHPLPBWTWR.I.EOFBASIN A100 YR HWL = 854.18BOT. ELEV. = 852.00CALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA (651)454-0002MINNESOTA TOLL FREE 1-800-252-1166GOPHER STATE ONE CALLFILTRATIONSWALE W/UNDERDRAINBASIN B100 YR HWL = 850.61BOT. ELEV. = 847.00BASIN C100 YR HWL = 852.11BOT. ELEV. = 847.00FILTRATION SWALEW/ UNDERDRAINFILTRATION SWALEW/ UNDERDRAINGRADING &DRAINAGE PLANMCCARONS PLACEDELINEATEDWETLANDGRADING WITHIN WETLAND BUFFER AREATO BE 1:8 SLOPE MAX.BASIN BOTTOM INTENDED FORINFILTRATION PRACTICES. LIMIT HEAVYEQUIPMENT IN AREA. DO NOT EXCAVATETO FINAL GRADE, OR WITHIN 3 FEET OFFINAL GRADE, UNTIL CONTRIBUTINGDRAINAGE AREA HAS BEEN FULLYSTABILIZED. KEEP SEDIMENT & RUNOFFCOMPLETELY AWAY FROM INFILTRATIONAREA.TOP OF BERM AT ELEVATION 859.20TOP OF BERM AT ELEVATION 855.20KEY NOTES12342242.0% <br />TYP. <br />2.0% <br />TYP.321PLOTTED:COMM. NO.DRAWING NO.1/8/2114957THE ENCLAVEAT MCCARRONSLAKE1 3 6 0 5 1 s t A v e n u e N . # 1 0 0Plymouth, MN 55441 | ae-mn.comP 763.412.4000 | F 763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:BFBFJANUARY 8, 2021REVISION LOGDESCRIPTION OF REVISIONSNO. DATE210 MCCARRONS BLVDROSEVILLE, MN 55113AIRBORNE CONSTRUCTION13605 1ST AVE N #100PLYMOUTH, MN 55441PRELIMINARY PLATPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.57224BRIAN J. FIELD, PE01/08/2021RAPRELIMINARY PLAT11/8/202125' WETLANDBUFFER1.8MAX3:13:1 <br />RCA Attachment CPage 3 of 7