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_ - <br />mc <br />91mc <br />0- <br />I \ <br />I a° <br />I <br />/ 910.73 <br />/ 3 V -910 <br />/ <br />911. <br />d \ <br />/ O ° <br />/ R \ <br />V / 910.31 C�O_ <br />G <br />\ o`O 911.29911 <br />ED� <br />\ ✓ \ / / 909.97 o^ � <br />Q 4 rn 911.08 - °z� -91 1 - - - <br />- ---- 9 \ // °� �4 <br />/ / Z rn - - <br />/ 912.03 \/ \ <br />1911.76 <br />911.49 4 <br />r <br />910.90 A I\ B �� <br />° <br />911.08912.50 <br />V I <br />\ / P* / <br />912.591 rn 911.91 A 912.41 <br />i 911.42 <br />912.50 � � <br />� \ 912.15 \ � <br />912911.47 <br />.53 A i ♦ / <br />912.50ov <br />/� <br />\ °� � <br />FFE = 912.50 � °� 910.80 � <br />BUILDING A 912912.31 " / <br />/ <br />IZ- <br />/ <br />912.02 <br />/ --- 911.91 ° <br />/ 912 <br />97�911.97 <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 />°z 5. PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS. <br />/z <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 />r 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 />/ <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 />FL0 <br />\ `� \ <br />� <br />/ / <br />I V / <br />l / <br />I <br />I <br />� <br />I <br />I <br />\ <br />' <br />\ <br />I <br />\\ <br />I <br />o-* <br />/ \ � / / i! �� P) <br />GRADING LEGEND <br />= EXISTING MAJOR CONTOUR <br />= EXISTING MINOR CONTOUR <br />= EXISTING CONTOUR LABEL <br />= PROPOSED MAJOR CONTOUR <br />= PROPOSED MINOR CONTOUR <br />100 = PROPOSED CONTOUR LABEL <br />= EXISTING SPOT ELEVATION* <br />f xxxx = 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 />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 />P R O P E R T I E S <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 />