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\ / / NOTES: <br />1. THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN <br />HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE <br />9�8� / \ ° / SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR <br />MB - \ FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY <br />- - --- / - -- -- - _----� - °zm i / /Da <br />o \ \ EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING <br />I / / CONSTRUCTION. <br />2. SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED <br />2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE. <br />/ <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 />910- 3 \ \ \ \ \ �� �/ / / 6. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION <br />r <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 />d i <br />ASSOCIATION OF MINNESOTA. <br />8. IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS <br />/ 910.73 \ \ V A / / / 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 />/ <br />911\ / \ \ 10. INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL <br />/ . a, \ _ \ a - - THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND <br />STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED <br />° <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 />910.31 0)�0. <br />c <br />\ F� <br />911.29 12. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED <br />oog11 \ VA a / ` _ / / UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE UTILITY <br />LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. <br />a i <br />912.03 <br />o - <br />„911mb <br />.76 <br />910.68 \ / <br />911.49 4 911.50 <br />910.90 �\ �� yB <br />° <br />911.08 V971 <br />I <br />911 911.52 �.`�' A 911.79 V 911.4 <br />912.50 <br />912.591 rn 911.91 A 912.41 <br />i 912.15 911.42 <br />� 912.50 <br />912.53 \ 911.47ov <br />912.50 / <br />\/ <br />BUILDING A 912 41 <br />FFE - 912.50 � 912.31 � � °' 910.80 �� / / / i / <br />912.82 \ / <br />912.32� 912.50 <br />1 / <br />912.02 <br />/ 911.91 / <br />/ 912 <br />/ 9911.97 <br />°z /2'!L <br />i <br />I <br />I <br />� <br />I <br />I <br />A <br />\ <br />I <br />\\ <br />1 <br />100 <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 />\ f XXXX = PROPOSED SPOT ELEVATION* <br />= PROPOSED SURFACE FLOW <br />DIRECTION <br />is <br />*SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER <br />REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED. <br />o-* <br />KEY NOTES: <br />E O <br />MATCH INTO EXISTING BITUMINOUS PAVEMENT <br />OGRADE <br />BREAK <br />OMATCH <br />INTO EXISTING CURB & GUTTER <br />O4 <br />4' CURB CUT <br />0' 20' 40' <br />DESIGN --TREE <br />engineering + land surveying <br />Corporate Office: <br />120 17th Ave W Alexandria, MN 56308 <br />888-216-1916 <br />AVA <br />PROPERTIES <br />879 Scheffer Avenue <br />St. Paul, MN 55102 <br />Phone: 952-403-9595 <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 />PRINTED NAME: MICHAEL J. GERBER <br />DATE: 09/04/2024 LICENSE #: 56653 <br />LINO LAKES 2.0 <br />LINO LAKES, MN <br />THIS 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 />DRAWN BY: NPK <br />CHECKED BY: JEA <br />PROJECT NO.: 10923008 <br />NO. DATE DESCRIPTION <br />GRADING PLAN <br />(SOUTH) <br />DRAWING NO. <br />C302 <br />