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GASGASGASUGE <br />llUGEUGEUGE UGE UGE UGE UGE UGE <br />958.14958.40 <br />958.40 <br />958.12 <br />957.70 <br />956.35 <br />957.59 <br />l <br />l <br />l <br />957.55960965970959961962963964966967968969971972958.83 <br />960.68 <br />958.50 <br />958.50 <br />958.50 <br />956.41 <br />960.08 <br />957.00 <br />957.00 <br />958.04 <br />l <br />> <br />> <br />960.99 <br />960.95 <br />960.75 <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 />= PROPOSED SURFACE FLOW <br /> DIRECTION <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.PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS. <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 />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 />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 />XX.XX <br />1 <br />2 <br />MATCH INTO EXISTING BITUMINOUS PAVEMENT <br />MATCH INTO EXISTING CONCRETE <br />MATCH INTO EXISTING CURB & GUTTER <br />MODULAR BLOCK RETAINING WALL <br />GRADE BREAK <br />3 <br />4 <br />5 <br />KEY NOTES: <br />PLOTTED:FILE NAME:1-12-2024 <br />SIGNATURE <br />JANUARY 12, 2023 <br />PROJECT NUMBER: <br />DATE ISSUED: <br />DRAWN BY: <br />CHECKED BY: <br />REVISIONS: <br />PROJECT NAME: <br />ORONO, MN. <br />09623003 <br />City of Orono <br />Fire Department <br />SHEET NO: <br />DATE <br />SHEET NAME: <br />09623003-C-Base-Proposed.dwg <br />LICENSE # <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR <br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER IN THE STATE OF <br />MINNESOTA. <br />1795 ST. CLAIR AVENUE <br />ST. PAUL, MN 55105 <br /> (651) 696-5186 <br />www.oertelarchitects.com <br />OERTEL <br />ARCHITECTS <br />GKD <br />RJK <br />PROPOSED BUILDING <br />FFE: 958.50 <br />EOF 957.50 LIVINGSTON AVENUEGRADE SWALE <br />GRADE SWALEGRADE SWALE1 <br />2 <br />3 <br />1 <br />5 <br />4 <br />6 <br />4 <br />1 <br />1 <br />EXISTING CMP <br />INV 951.77 <br />GRADING PLAN <br />C301 <br />228