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14'14' <br />VARIES <br />R/W R/W <br />6' <br />SIDEWALK <br />1.5" - TYPE SP 9.5 BITUMINOUS WEARING COURSE (3,C) [SPWEA330C] <br />2" - TYPE SP 12.5 BITUMINOUS WEARING COURSE (3,C) [SPWEB330C] <br />6" SALVAGED RECLAIMED MATERIAL (SUPPLEMENT WITH NEW CLASS 5 GRAVEL BASE AS NEEDED) <br />PREPARED SUBGRADE <br />12" <br />2.4%2.4%2.0% <br />BITUMINOUS TACK COAT <br />MnDOT B618 CONCRETE <br />CURB AND GUTTER <br />1.5% <br />4" - CONCRETE SIDEWALK* <br />6" AGGREGATE BASE CLASS 5 <br />DESIGN <br />GRADE <br />*SHALL BE 6" THICK THROUGH <br />DRIVEWAYS AND PED RAMPS <br />14'14' <br />VARIES <br />R/W R/W <br />1.5" - TYPE SP 9.5 BITUMINOUS WEARING COURSE (3,C) [SPWEA330C] <br />2" - TYPE SP 12.5 BITUMINOUS WEARING COURSE (3,C) [ SPWEB330C] <br />6" SALVAGED RECLAIMED MATERIAL (SUPPLEMENT WITH NEW CLASS 5 GRAVEL BASE AS NEEDED) <br />PREPARED SUBGRADE <br />2.4% <br />12" <br />2.4% <br />MnDOT B618 CONCRETE <br />CURB AND GUTTER <br />2.0% <br />BITUMINOUS TACK COAT <br />DESIGN <br />GRADE <br />11' <br />LANE <br />11' <br />LANE <br />5.5' <br />SHOULDER <br />8' <br />PARKING <br />R/W R/W <br />6' <br />SIDEWALK <br />VARIES <br />1.5" - TYPE SP 9.5 BITUMINOUS WEARING COURSE (3,C) [SPWEA330C] <br />2" - TYPE SP 12.5 BITUMINOUS WEARING COURSE (3,C) [SPWEB330C] <br />6" SALVAGED RECLAIMED MATERIAL (SUPPLEMENT WITH NEW CLASS 5 GRAVEL BASE AS NEEDED) <br />PREPARED SUBGRADE <br />12" <br />2.4%2.4%2.0% <br />BITUMINOUS TACK COAT <br />MnDOT B618 CONCRETE <br />CURB AND GUTTER <br />1.5% <br />4" - CONCRETE SIDEWALK* <br />6" AGGREGATE BASE CLASS 5 <br />DESIGN <br />GRADE <br />*SHALL BE 6" THICK THROUGH <br />DRIVEWAYS AND PED RAMPS <br />SHEET <br />DATELIC. NO. <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br /> Bolton & Menk, Inc. 2016, All Rights Reservedc <br />H:\MDVW\N15110617\CAD\C3D\110617C101.dwg 1/12/2016 7:51:39 AM <br />2035 County Road D East, Suite B - Maplewood, Minnesota 55109 <br />Phone: 651-704-9970 Email: Maplewood@bolton-menk.com <br />www.bolton-menk.com <br />DESIGNED <br />DRAWN <br />CHECKED <br />CITY NO. <br />REVISION DATENO. <br />MRW <br />JME <br />MRW MOUNDS VIEW, MINNESOTA <br />2016 STREET AND UTILITY IMPROVEMENT PROJECT - AREA I <br />MICHAEL R. WARNER <br />12/18/201544693 2016-C01 <br />EXISTING TYPICAL SECTION <br />EXISTING INTEGRAL <br />BITUMINOUS CURBEXISTING CONCRETE <br />CURB AND GUTTER 1-4" EXISTING BITUMINOUS SURFACING <br />VARIABLE EXISTING AGGREGATE BASE <br />VARIES (12' - 21') <br />VARIES <br />R/WR/W <br />TYPICAL SECTION <br />CONCRETE DRIVEWAY REPAIR <br />6" CONCRETE PAVEMENT <br />CLASS 5 GRAVEL BASE <br />(MATCH EXISTING THICKNESS, 4" MIN.) <br />SUBGRADE PREPARATION <br />TYPICAL SECTION <br />BITUMINOUS DRIVEWAY REPAIR <br />TYPE SP 9.5 BITUMINOUS WEARING COURSE (2,B) [SPWEA240B] <br />(MATCH EXISTING THICKNESS, 2" MIN.) <br />CLASS 5 GRAVEL BASE <br />(MATCH EXISTING THICKNESS, 4" MIN.) <br />SUBGRADE PREPARATION <br />GENERAL CONSTRUCTION NOTES: <br />1. REMOVE EXISTING CONCRETE CURB AND GUTTER. <br />2. RECLAIM EXISTING BITUMINOUS SURFACING AND AGGREGATE BASE. <br />3. SALVAGE AND STOCKPILE RECLAIMED MATERIAL. <br />4. IF SUITABLE SOILS ARE ENCOUNTERED BELOW SALVAGED RECLAIMED MATERIAL: <br />4.1. EXCAVATE AND PREPARE SUBGRADE TO ACCOMMODATE NEW DESIGN SECTION. <br />4.2. REPLACED SALVAGED RECLAIMED MATERIAL FOR USE AS RECYCLED GRAVEL BASE. <br />4.3. IF SHORT, SUPPLEMENT SALVAGED RECLAIMED MATERIAL WITH NEW CLASS 5 GRAVEL BASE MATERIAL AS NEEDED. <br />4.4 IF LONG, STOCKPILE SALVAGED RECLAIMED MATERIAL AND USE THROUGHOUT PROJECT. <br />5. IF UNSUITABLE SOILS ARE ENCOUNTERED BELOW SALVAGED RECLAIMED MATERIAL: <br />5.1. EXCAVATE AND STOCKPILE UNSUITABLE SOILS. <br />5.2. EXCAVATE EQUIVALENT AMOUNT OF SUITABLE SOILS AND DISPOSE OF OFFSITE. <br />5.3. REPLACE UNSUITABLE SOILS IN STREET EXCAVATION, RECOMPACT, AND TOLERANCE. <br />5.4. REPLACE SALVAGED RECLAIMED MATERIAL FOR USE AS RECYCLED GRAVEL BASE. <br />5.5 IF SHORT, SUPPLEMENT SALVAGED RECLAIMED MATERIAL WITH NEW CLASS 5 GRAVEL BAS MATERIAL AS NEEDED. <br />5.6. IF LONG, STOCKPILE SALVAGED RECLAIMED MATERIAL AND USE THROUGHOUT PROJECT. <br />ALL RADII ARE 15' TO FACE OF CURB UNLESS NOTED OTHERWISE. <br />JACKSON DRIVE <br />OAKWOOD DRIVE <br />ST MICHAEL STREET <br />ST STEPHEN STREET <br />TERRACE DRIVE <br />PINEWOOD DRIVE <br />HILLVIEW ROAD <br />QUINCY STREET (NORTH LEG) <br />QUINCY STREET (SOUTH LEG) <br />I-35W SERVICE ROAD <br />TYPICAL SECTION 1 <br />OAKWOOD DRIVE <br />ST MICHAEL STREET <br />ST STEPHEN STREET <br />TERRACE DRIVE <br />PINEWOOD DRIVE <br />TYPICAL SECTION 2 <br />JACKSON DRIVE (HILLVIEW ROAD (EAST) TO COUNTY RD I) <br />QUINCY STREET (HILLVIEW ROAD TO RUSTAD LANE) <br />TYPICAL SECTION 3 <br />HILLVIEW ROAD (JACKSON DRIVE TO QUINCY STREET) <br />JACKSON DRIVE (LOIS DRIVE TO HILLVIEW ROAD (EAST)) <br />VARIES (12' - 21') <br />C1.01TYPICAL SECTIONS <br />S.A.P. 146-228-008, S.A.P. 146-229-005 <br />I-35W SERVICE ROAD <br />QUINCY STREET (RUSTAD LANE TO NORTH END) <br />HILLVIEW ROAD (QUINCY STREET (NORTH LEG) TO I-35W SERVICE ROAD)