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CONSTRUCTION SETBID DOCUMENTOWNER REVIEWAGENCY REVIEWDRAWING PHASE:LAYOUT PLAN‹2015 - T. Erickson, LLC - EricksonCivil - All Rights Reserved <br />C2SHEET 2 OF 6I HEREBY CERTIFY THAT THISPLAN, SPECIFICATION ORREPORT WAS PREPARED BY MEOR UNDER MY DIRECTSUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OFTHE STATE OF MINNESOTA.DATE:TODD A. ERICKSON, PELICENSE NO.4041805/09/201691. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL,STATE AND LOCAL SAFETY LAWS AND BUILDING CODES. ALL WORKMANSHIP SHALLCOMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS.2. ALL FEES AND PERMITS SHALL BE THE RESPONSIBILITY OF THE INSTALLINGCONTRACTOR UNLESS NOTED OTHERWISE.3. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING BUILDING, UTILITIES,WALKS, CURB AND PAVEMENT FROM DAMAGE.5. THE PORTLAND CEMENT FOR THE CONCRETE PAVEMENT SHALL CONFORM TO ASTMC-150 AND THE AGGREGATE SHALL CONFORM TO ASTM C-33. PLAIN CONCRETEPAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH MINNESOTA DEPARTMENTOF TRANSPORTATION SPECIFICATIONS. CONCRETE SHALL BE READY MIXED CONCRETEAND SHALL BE A MIX OF PROPORTIONED FINE AND COARSE AGGREGATE WITH PORTLANDCEMENT AND WATER. MINIMUM CEMENT CONTENT SHALL BE 6 BAGS PER CUBIC YARD OFCONCRETE AND MAXIMUM WATER CONTENT SHALL BE 5.5 US GALLONS PER SACK OFCEMENT, INCLUDING MOISTURE IN THE AGGREGATE. SLUMP FOR NORMAL WEIGHTCONCRETE SHALL BE A MAXIMUM OF 4 INCHES AND A MINIMUM OF 2 INCHES. THE SLUMPOF MACHINE PLACED CONCRETE SHALL BE NO LESS THAN 1-1/4 INCH, NO MORE THAN 3INCHES. STANDARD STRENGTH OF CONCRETE OF 28 DAYS SHALL BE 6,000 PSI FOR THEENTRANCE APRON AND 4,000 PSI FOR THE SIDEWALKS & CURB. ALL CONCRETE SHALLHAVE AIR ENTRAINMENT OF 6% TO 8% BY VOLUME PER ASTM C-260. RETEMPERING OFDELIVERED CONCRETE WILL NOT BE ALLOWED. MIX DESIGN SHALL BE SUBMITTED TOENGINEER FOR APPROVAL. FIBER MESH ADDITIVE REQUIRED FOR ALL CONCRETE FLATWORK.6. CONTRACTOR SHALL ENSURE THAT SUBBASE FOR SIDEWALKS AND PAVEMENT ISCORRECTLY COMPACTED TO 100% STANDARD PROCTOR. CONTRACTOR RESPONSIBLEFOR TESTING AND REPORTING TEST RESULTS TO ENGINEER.7. THE CONCRETE PAVEMENT REQUIRES WELDING STEEL WIRE FABRIC CONFORMING TOASTM A185. THE JOINT FILLER SHALL BE NON-EXTRUDING, PRE MOLDED TYPE MEETINGASTM D-544, CONTRACTION JOINTS SHALL BE 1/4" (MIN. DEPTH OF 1/3 OF SLABTHICKNESS) TOOLED CONTROL JOINTS.8. IT IS RECOMMENDED THAT THE CONTRACTOR NOTIFY DIGGERS HOT LINE AT 811 ATLEAST 72 HOURS PRIOR TO CONSTRUCTION.9. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS ASSOCIATED WITH THEPROPOSED WORK (NONE EXPECTED).ALL RADII TO BACK OF CURBALL DIMENSIONS TO THE BACK OF CURB UNLESS NOTED OTHERWISE.PAVEMENT STRIPING TO BE 4" WIDE WHITE EPOXY PAINTED STRIPE.3)2)1)123INSTALL B612 CONCRETE CURB. REFER TO DETAIL 2/C5.INSTALL 4" CONCRETE SIDEWALK. REFER TO DETAIL 4/C5.INSTALL BITUMINOUS PAVEMENT. REFER TO DETAIL 1/C5.PROPOSED CONCRETESIDEWALK/APRONPROPOSED BITUMINOUS PAVEMENTPARKING STALL COUNT68 SURFACE STALLS35 UNDERGROUND STALLS4TOTAL LOT AREA = 195,628 Sq. Ft.PROPOSED IMPERVIOUS SURFACE = 63,945 Sq. Ft. (32.7%)Bit. Surface = 24,950 Sq. Ft.Concrete Surface= 5,845 Sq. Ft.Building(s)= 33,150 Sq. Ft.PROPOSED PERVIOUS SURFACE = 131,683 Sq. Ft. (67.3%)EXISTING IMPERVIOUS SURFACE = 0 Sq. Ft.INCREASE IN IMPERVIOUS SURFACE= 63,945 Sq. Ft.RICKSONCivilE5N678MODULAR BLOCK WALL WITH RAILING (MNDOT SPEC. VERSA LOK BRONCO). ANY WALLOVER 4-FT IN HEIGHT SHALL BE DESIGNED BY AN ENGINEER AND A SIGNED PLAN SET OFDRAWINGS SHALL BE PROVIDED TO THE CITY PRIOR TO START OF CONSTRUCTION.COVENTRY SENIOR LIVING <br />Stillwater, Minnesota 55082 <br />6750 Stillwater Blvd, Suite 200ELK RIVER, MINNESOTA CONSTRUCT CONCRETE ADA RAMP. REFER TO DETAIL 5/C5.INSTALL "STOP" TRAFFIC CONTROL SIGN.9CONSTRUCT CONCRETE ENTRANCE APRON. SEE DETAIL 10/C5.ALUMINUM SIGNVAN ACCESSIBLE12"X6" (R7-8ab) 12"X18" (R7-128)HANDICAPPEDALUMINUM SIGN5' MIN4' MIN3"x3" POWDER COATED BROWNPOSTLANDSCAPED ISLAND1C2ADA SIGN INSTALLATIONNO SCALE16-128ELK RIVER SENIOR LIVINGINSTALL ADA SIGNAGE IN LANDSCAPE AREA FOR STALL.PERMIT SETPROPOSED ROCK MULCH AREAPROPOSED LAWN AREAPROPOSED HARDWOOD MULCH ORGARDEN AREA AS NOTEDRAIN GARDEN111122222223444467789