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W OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEl <br />l <br />ll <br />l <br />l <br />l <br />l <br />l <br />l <br />l <br />l <br />l <br />l <br />l <br />l llllllll <br />lll908 <br />910.97 <br />910.80 <br />911.42 <br />910.90 <br />911.79 <br />912.15 <br />912.31 <br />912.41 <br />912.50 <br />912.02 <br />912.50 <br />911.91 <br />912.32 <br />911.47 <br />911.16 911.52 <br />911.50 <br />911.76 <br />911.29 <br />911.08 <br />910.68 <br />909.97 <br />910.31 <br />912.50 <br />912.50 <br />912.41 <br />911.97 <br />912.82 <br />911.91 <br />911.47 <br />911.08 <br />912.55 <br />912.53 <br />911.49 <br />910.73 <br />911.00 <br />912.03 <br />912912911910909908907906910911912 <br />911 <br />911 <br />911912 <br />912 <br />91 <br />2910 912.50911912911 >l>>>>>>>llllllll>>>lllTHIS DRAWING AND THE INFORMATION THEREIN IS <br />THE PROPERTY OF DESIGN TREE ENGINEERING INC. <br />USE BY THE HOLDER OR DISCLOSURE TO OTHERS <br />WITHOUT THE PERMISSION OF DESIGN TREE <br />ENGINEERING INC. IS PROHIBITED. IT CONTAINS <br />PROPRIETARY AND CONFIDENTIAL INFORMATION OF <br />DESIGN TREE ENGINEERING INC. REPRODUCTION OF <br />THE MATERIAL HEREIN WITHOUT WRITTEN <br />ERMISSION OF DESIGN TREE ENGINEERING INC. <br />VIOLATES THE COPYRIGHT LAWS OF THE UNITED <br />STATES AND WILL SUBJECT THE VIOLATORS TO <br />LEGAL PROSECUTION. <br />COPYRIGHT @ 2024 BY DESIGN TREE ENGINEERING <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />DRAWING NO. <br />DRAWN BY: <br />CHECKED BY: <br />PROJECT NO.: <br />NO.DATE DESCRIPTIONPRELIMINARY:NOT FORCONSTRUCTIONDATE:LICENSE #: <br />PRINTED NAME:MICHAEL J. GERBER <br />5665309/04/2024 <br />10923008 <br />LINO LAKES 2.0 <br />LINO LAKES, MN <br />NPK <br />JEA <br />GRADING LEGEND <br />= EXISTING MAJOR CONTOUR <br />= EXISTING MINOR CONTOUR <br />= EXISTING CONTOUR LABEL <br />= PROPOSED MAJOR CONTOUR <br />= PROPOSED MINOR CONTOUR <br />= PROPOSED CONTOUR LABEL <br />= EXISTING SPOT ELEVATION* <br />= PROPOSED SPOT ELEVATION* <br />= PROPOSED SURFACE FLOW <br /> DIRECTION <br />*SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER <br />REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED. <br />100 <br />0'20'40' <br />NOTES: <br />1.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN <br />HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE <br />SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR <br />FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY <br />EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING <br />CONSTRUCTION. <br />2.SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED <br />2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE. <br />3.CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00% <br />CROSS SLOPE IN SIDEWALK AREAS. <br />4.ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, AND <br />SHALL NOT EXCEED 2.00% CROSS SLOPE IN ALL DIRECTIONS. <br />5.PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS. <br />6.ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION <br />SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE <br />WITH STATE AND LOCAL REQUIREMENTS. <br />7.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION <br />OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND <br />BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS <br />ASSOCIATION OF MINNESOTA. <br />8.IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS <br />BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES <br />ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE <br />STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE <br />STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL <br />REQUIREMENTS. <br />9.ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE <br />RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. <br />10.INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL <br />THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND <br />STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED <br />WITHIN INFILTRATION AREAS. <br />11.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & <br />GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS <br />ARE TO FINISHED SURFACE GRADE. <br />12.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED <br />UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY <br />LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. <br />XX.XX <br />1 <br />2 <br />MATCH INTO EXISTING BITUMINOUS PAVEMENT <br />GRADE BREAK <br />MATCH INTO EXISTING CURB & GUTTER <br />4' CURB CUT <br />3 <br />KEY NOTES: <br />GRADING PLAN <br />(SOUTH) <br />C302LAKE DRIVE (C.S.A.H. NO. 23)MA <br />R <br />K <br />E <br />T <br />P <br />L <br />A <br />C <br />E <br /> <br />D <br />R <br />I <br />V <br />E <br />1 <br />3 <br />3 <br />4 <br />4 <br />4 <br />INFILTRATION BASINBUILDING A <br />FFE = 912.50