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V <br />\I <br />EXISTING BITUMINOUS I <br />PARKING LOT I <br />11 <br />1 <br />0 <br />a) <br />I <br />I <br />II <br />I <br />III <br />II <br />II- <br />I <br />EXISTING BITUMINOUS <br />PARKING LOT <br />2 <br />902.02 \ <br />(Prl 902.08 (4wni 99 n <br />PROPOSED PROPERTY <br />LINE (TYP.) <br />00 <br />ti <br />.rcyu <br />KEY NOTES: <br />O1 MATCH INTO EXISTING BITUMINOUS PAVEMENT <br />O2 MATCH INTO EXISTING CURB & GUTTER <br />O3 4' WIDE VALLEY GUTTER WITH CURB CUTS ON EACH END <br />O4 CONSTRUCT 4' WIDE CURB CUT <br />OGRADE BREAK <br />O6 TIPPED CURB & GUTTER <br />GRADING LEGEND <br />= EXISTING MAJOR CONTOUR <br />= EXISTING MINOR CONTOUR <br />-100 = EXISTING CONTOUR LABEL <br />= PROPOSED MAJOR CONTOUR <br />= PROPOSED MINOR CONTOUR <br />100 = PROPOSED CONTOUR LABEL <br />•���� �J = EXISTING SPOT ELEVATION* <br />xxxx.xx = 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 />\ \ ` 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 />\ \ \ \ s CONSTRUCTION. <br />190 `v A `V \ 2. SIDEWALKS SHALL MEET ADA REQUIREMENTS AND SHALL NOT EXCEED <br />2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE. <br />1.68 \ /o °y 3. CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00 <br />\ \ 3:1 SIDE SLOPES �� \ \ �� CROSS SLOPE IN SIDEWALK AREAS. <br />901.56 <br />4. ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, AND <br />SHALL NOT EXCEED 2.00% CROSS SLOPE IN ALL DIRECTIONS. <br />901.73 V/ 4 <br />\ 1 \ \ \ `\ 5. ONCE SUBGRADE ELEVATION IS REACHED, SCARIFY EXISTING SUBGRADE <br />901.15 \ 9p\ / °�� \ AND RECOMPACT TO 95% OF THE MAXIMUM DRY DENSITY, UNLESS <br />OTHERWISE SPECIFIED. <br />`90, `V % - °ti °�� \ \ \ �0 \ \ 6. SUBGRADE AND FILL AREAS UNDER PROPOSED PAVEMENT, SIDEWALKS, <br />901.70 v v AND CURBS SHALL BE COMPACTED TO 100% OF THE MAXIMUM DRY <br />\°ti 19 \ \ DENSITY, UNLESS OTHERWISE SPECIFIED. <br />9 901.50 V 9 \ \ <br />5 \ \ 1 \ 9 90 \ \ \ 7. ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION <br />o <br />°ti sy \ SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE <br />9o1.�a v v �� 903 v v v v v WITH STATE AND LOCAL REQUIREMENTS. <br />901.88 <� � � � � A \ � <br />b sr 901.15 \ ` °ti GRADE AREA TO DRAIN \ <br />ti� \ � 8. IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS <br />g� 5 0 A A° V TO CATCH BASIN \ \ \ BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES <br />1 \ °yes / \ \ IMPORTANT INFORMATION REGARDING STORMWATER PROTECTION FOR <br />901.39 p 901.90 A \ - A \ THE SITE, SUCH AS CONCRETE WASH -OUTS, HAZARDOUS MATERIALS <br />1 901 27 iiO��� - 6 °ti � ��� \ \ HANDLING/SPILLS, EROSION CONTROL INSTALLATION, EROSION CONTROL <br />_ 0 r)- 9o1.s8 °O��oy6 A �° I \ \ MAINTENANCE, ETC. THE CONTRACTOR SHALL REVIEW THE STORMWATER <br />6 F O \ \ I \ BOOK AND USE THE INFORMATION TO COMPLY WITH ALL STATE AND <br />GRADE SWALES FROM /g� ' 1616, 902.07 v v �s \ LOCAL REQUIREMENTS. <br />TRENCH DRAINS TO / 9p� 90 902.04 ` �I I <br />INFILTRATION BASIN / p0 r�LG, \ °�\ 9. INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL <br />5� THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND <br />901.55 899 01 9- 9pSTABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED <br />901.50 901.05 I 3:1 SIDE SLOPES WITHIN INFILTRATION AREAS. <br />I 01.50 90\ 10. GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED <br />11.30 901.20 UTILITIES. 1-800-252-1166. <br />9 <br />\ 11. THE OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE <br />901.80 I \�c PERMANENT STORMWATER MANAGEMENT FACILITIES. <br />g <br />902.07 V <br />o <br />\ <br />6 <br />c� <br />901.95 <br />o � <br />2 <br />\ <br />90 2 <br />�- _ - <br />J <br />LLLJJJ I °ti \ <br />8 902.30 902.25 <br />I 1 902.66 j, o. <br />902,60 902.40 O O O 902.28 902.33 <br />I 902.61 <br />902.63 < / <br />--903i <br />o <br />/ � 9 <br />i may\ <br />o � <br />\ \ C9 <br />- - - - - - - _ TOP NUT OF HYDRANT / \ <br />ELEV: 905.68 <br />/ <br />\�------------- -� el <br />0 20' 40' <br />BENCHMARK INFORMATION: <br />BENCHMARK #1: TOP NUT OF HYDRANT SOUTHEAST OF SITE <br />ELEV: 905.68 <br />DESIGN*TREE <br />engineering + land surveying <br />St. Cloud I Alexandria I Rogers <br />320-217-5557 <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 />X4 �/A/' 4, /1 � <br />PRINTED NAME: MICHAEL J. GERBER <br />DATE: 03-11-21 LICENSE #: 56653 <br />CARIBOU CABIN <br />MOUNDS VIEW, MN <br />55112 <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 @ 2021 BY DESIGN TREE ENGINEERING <br />DRAWN BY: MJG <br />CHECKED BY: JEA <br />PROJECT NO.: 10521001 <br />NO. <br />DATE <br />DESCRIPTION <br />1 <br />06/11/21 <br />PERMIT SUBMITTAL <br />2 <br />06/16/21 <br />REV. SUBMITTAL <br />GRADING PLAN <br />DRAWING NO. <br />C301 <br />