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FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO <br />FO <br />FO FO FO <br />FO FOlllllllllllllllllllFOFOFOFOFOFO <br />lOHE <br />OHE <br />OHE <br />OHE <br />OHE <br />OHE OHE OHE OHE OHE OHE OHE OHE OHE <br />OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEUGE UGE UGE UGE UGE UGEUGEUGEFOFOFOFOFOFOFOGASGASGASGASllllllllllllllllllllllllllll >959 <br />959 <br />960 <br />961 <br />961 <br />96 <br />1 <br />960959958 <br />958.40 959.00 <br />958.49 <br />958.49 <br />958.65 <br />959.55 <br />961.64 962.05 <br />961.83 <br />961.65 961.65 <br />959.42958.99 <br />958.84 <br />958.77 <br />958.84 <br />959.00957.23 959.00 <br />957.35 <br />957.32957.23 <br />957.78 958.04 <br />958.15 <br />958.55 <br />958.00 <br />959.89 <br />960.59 <br />959.00 <br />960.15 <br />960.50 <br />961.13 <br />960.53 <br />961.22960.50959.41958.30 961.65 <br />958.50 <br />957.15 <br />957.67 <br />958.97 959.07 <br />960.38 <br />960.38 <br />960.35 <br />958.30 <br />958.30 <br />958.91 <br />959.82 960.00 <br />960.00959.82 <br />??? <br />960.39 <br />959.79 <br />959.54 958.95959.60 <br />958.48 <br />960.25 <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 @ 2020 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 F <br />O <br />R <br />CONSTRUCTIONDATE:LICENSE #: <br />PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\000 - MISC 20\00020057 - 3725 STINSON BLVD APARTMENTS\CONSTRUCTS\CIVIL\00020057-C-BASE PROPOSED.DWG #### 7/20/2020JEREMY E. ANDERSON <br />44223 <br />00020057 <br />3725 STINSON <br />BLVD <br />APARTMENTS <br />ST. ANTHONY, MN <br />07/22/20 <br />RJK <br />JEA <br />XXXX.XX <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 />*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.ONCE SUBGRADE ELEVATION IS REACHED, SCARIFY EXISTING SUBGRADE <br />AND RECOMPACT TO 95% OF THE MAXIMUM DRY DENSITY, UNLESS <br />OTHERWISE SPECIFIED. <br />6.SUBGRADE AND FILL AREAS UNDER PROPOSED PAVEMENT, SIDEWALKS, <br />AND CURBS SHALL BE COMPACTED TO 100% OF THE MAXIMUM DRY <br />DENSITY, UNLESS OTHERWISE SPECIFIED. <br />7.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 />8.IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS <br />BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES <br />IMPORTANT INFORMATION REGARDING STORMWATER PROTECTION FOR <br />THE SITE, SUCH AS CONCRETE WASH-OUTS, HAZARDOUS MATERIALS <br />HANDLING/SPILLS, EROSION CONTROL INSTALLATION, EROSION CONTROL <br />MAINTENANCE, ETC. THE CONTRACTOR SHALL REVIEW THE STORMWATER <br />BOOK AND USE THE INFORMATION TO COMPLY WITH ALL STATE AND <br />LOCAL REQUIREMENTS. <br />9.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED <br />UTILITIES. 1-800-252-1166. <br />GRADING PLAN <br />C301 <br />38TH AVENUE NE <br />STINSON BLVDPROPOSED BUILDING <br />FFE=960.50 <br />MATCH INTO EXISTING CONCRETE <br />MATCH INTO EXISTING <br />CURB AND GUTTER <br />MNDOT STANDARD PEDESTRIAN RAMP <br />(MATCH INTO EXISTING TOP BACK OF CURB) <br />MNDOT STANDARD PEDESTRIAN RAMP <br />(MATCH INTO EXISTING CONCRETE) <br />MATCH INTO EXISTING <br />CONCRETE SIDEWALK <br />MATCH INTO EXISTING <br />CURB AND GUTTER <br />MATCH INTO EXISTING <br />CURB AND GUTTER <br />MATCH INTO EXISTING <br />CURB AND GUTTER <br />MATCH INTO EXISTING <br />BITUMINOUS PAVEMENT <br />UNDERGROUND <br />STORMWATER <br />MANAGEMENT SYSTEM <br />2.00% MAX. CROSS SLOPE <br />TOWARDS STREET <br />GRADE BREAKMATCH INTO EXISTING <br />CONCRETE SIDEWALK <br />MATCH INTO EXISTING <br />CONCRETE SIDEWALK <br />1.5' HIGH BACK CURB <br />RETAINING WALL