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.70 <br />/ <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 />O / \ <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 />907.23 9 <br />906.30 06 y y y -� l / °� 4. ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, AND <br />/906.34 \ \ 90) \ \ \ \ �\ \ SHALL NOT EXCEED 2.00% CROSS SLOPE IN ALL DIRECTIONS. <br />5. PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS. <br />908.86 <br />6. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION <br />Oh 906.90 _ 907.07 SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE <br />906.52 907.17 908.80 8 \ 0,> _ - / WITH STATE AND LOCAL REQUIREMENTS. <br />909.00 \ - - - / s 7. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION <br />906.99 \ %' - �) ° OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND <br />j c' BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS <br />9019 // ASSOCIATION OF MINNESOTA. <br />/ 9 50 \ \ / \�\ 8. IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS <br />906.57 0 / / / / / / o° BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES <br />ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE <br />906.98 / / / / / / / / STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE <br />g07 / / A STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL <br />\ \ 909.00 BUILDING A / / / \ / \ REQUIREMENTS. <br />\ 907.07 o <br />FFE = 909.00 �' �� - / / / / / <br />\ / 90 �\ / / / \ 9. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE <br />/ 908.80 / RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. <br />907.70 907.24 <br />/ / / / 7� <br />C6 10. INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL <br />907.70 \ \ / 1 / / THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND <br />908.00 907.61�' / / \� \ / / / 1 STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED <br />\ 909.00 / <br />WITHIN INFILTRATION AREAS. <br />o`O ^ 907.45 \ \908.80 <br />11. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & <br />O GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS <br />908.39 \ � � / / �/ o° / / / <br />0 907.00 \ / \ / / / / / o / / / °s / ARE TO FINISHED SURFACE GRADE. <br />/ 0o� 908.55 908.80 / / // I �� / / 12. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED <br />, 907.31 'I-,// / � // / / / I / /I / C / a,--" LOCATOR TO ASSIST WITH PRIVATUTILITIES. 1-800-252-1166. E CONTRACTOR <br />E A PRIVATE UTILITY <br />UTILITY LOCATES. <br />Qo> R91I0IV <br />/906.53 906.83 IN / `S 90 908.14 / <br />6 90) \/�/ <br />9 6.32 - 906.60 6,1_11 <br />/ / <br />906.45 -- - - / / / <br />906.E <br />906.10 <br />\ / 906.00 906.06 90 <br />906.00 909.06 <br />.. - � <br />�9E---•F+ - OH J OH. OH <br />Cj 90� O, °H� o oHe vHE E o oHe 90936 \� �y� <br />INFl�2 ph _�_ _ �- 909.86 909.86 8.96 �p°j �O °z i °" OHE nl 1 <br />R9Tj0 j� A 907.09 906.56 o.36 °✓`� i \ <br />910.00 <br />Negsl� / 906.72 °�Q� 909.86 \ 909.57 910.00 <br />906.92 0 �09.23 <br />907.76 <br />909.5 <br />BUILDING B <br />\ 909.86 FFE = 910.00 \ <br />0 0� <br />- 9 _909.85 <br />\ 1 909.99 <br />910- 908.50 �� \ <br />aV \ 1041 9nq 3. \ <br />I <br />I,. <br />I <br />I I <br />I � <br />IA . <br />z� <br />1z <br />I!II u�l� I <br />907 <br />l6 <br />908.52 <br />906 \ Mpg 907.75 / <br />908.07 <br />MqR 6 <br />a <br />\ a <br />C <br />oR1 a - <br />0 <br />V� O� <br />/ 1 <br />/ <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 />• <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 />\ MATCH INTO EXISTING BITUMINOUS PAVEMENT <br />\ MATCH INTO EXISTING CURB & GUTTER <br />\ MATCH INTO LIP OF EXISTING CURB & GUTTER <br />4 GRADE BREAK <br />0' 30' 60' <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 />(NORTH) <br />DRAWING NO. <br />C301 <br />