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TYPICAL SECTION B <br />TYPICAL SECTION D <br />RED OAK DR - HILLVIEW RD TO LONG LAKE ROAD <br />HILLVIEW RD - RED OAK DR TO LONG LAKE RD <br />2% (MIN.) <br />VARIES (25'-38') <br />12"MnDOT B618 CONCRETE <br />CURB AND GUTTER <br />VARIES (25'-38') <br />VARIES (6'-19')VARIES (6'-19')19'13' <br />2% (MIN.) <br />33'33' <br />2.4% <br />13'20' <br />11'2' CURB REACTION11'8' <br />PARKING LANE <br />8' <br />PARKING LANE <br />20' <br />12'8' <br />PARKING LANE <br />C EAST ROW <br />13' <br />2.4% <br />TYPICAL SECTION C <br />RED OAK DR CHOKERS - HILLVIEW RD TO LONG LAKE ROAD <br />2% (MIN.) <br />VARIES (25'-38')VARIES (25'-38') <br />VARIES (12'-25')13' <br />DESIGN GRADE <br />11'2' CURB REACTION <br />WEST ROW EAST ROW <br />2.4% <br />11'2' CURB REACTION <br />13'VARIES (12'-25') <br />WEST ROW L <br />CL <br />MnDOT B618 CONCRETE <br />CURB AND GUTTER <br />CL <br />DESIGN GRADECL <br />THRU LANE THRU LANE <br />THRU LANE THRU LANE <br />1.5' CLEAR ZONE <br />1.5' CLEAR ZONE <br />1.5' CLEAR ZONE <br />12" <br />NORTH ROW SOUTH ROWCL <br />DESIGN GRADECL <br />THRU LANE THRU LANE <br />MnDOT B618 CONCRETE <br />CURB AND GUTTER <br />12" <br />TYPICAL SECTION A <br />RED OAK DR - CO RD 10 TO HILLVIEW RD <br />2% (MIN.) <br />VARIES 35'-36'VARIES 30'-31' <br />2.4% <br />VARIES 10'-11'20'20' <br />12' <br />VARIES 15'-16' <br />WEST ROW EAST ROW <br />CL <br />DESIGN GRADECL <br />THRU/RIGHT TURN LANE <br />MnDOT B618 CONCRETE <br />CURB AND GUTTER <br />12" <br />12' <br />12' <br />THRU LANE <br />12' <br />LEFT TURN LANE <br />6' <br />2' CURB REACTION2' CURB REACTION <br />1.5' CLEAR ZONE 1.5' CLEAR ZONE <br />6.5' <br />INSET A INSET B <br />INSET A <br />INSET A <br />INSET A <br />6.5'6.5' <br />INSET B <br />66' <br />GENERAL CONSTRUCTION NOTES: <br />1. RECLAIM EXISTING BITUMINOUS SURFACING AND AGGREGATE BASE. <br />2. SALVAGE AND STOCKPILE EXISTING MATERIAL. <br />3. EXCAVATE AND PREPARE SUBGRADE TO ACCOMMODATE NEW DESIGN <br />SECTION. <br />4. REPLACE SALVAGED RECLAIM MATERIAL FOR USE AS RECYCLED CLASS 5 <br />GRAVEL BASE. <br />5. IF SHORT, SUPPLEMENT WITH NEW CLASS 5 GRAVEL BASE MATERIAL AS <br />NECESSARY. <br />6. IF LONG, REMOVE AND DISPOSE OF EXCESS RECLAIMED MATERIAL. <br />6" SALVAGED RECLAIMED MATERIAL (SUPPLEMENT WITH NEW <br />PREPARED SUBGRADE <br />1.5" TYPE LV3 BITUMINOUS WEARING COURSE (LVWE35030B) <br />2" TYPE LV3 BITUMINOUS NON-WEARING COURSE (LVNW35030B) <br />CLASS 5 GRAVEL BASE AS NEEDED) <br />INSET A <br />TYPICAL STREET SECTION <br />4" TYPE 3A32A CONCRETE WALK <br />4" CLASS 5 GRAVEL BASE <br />INSET B <br />TYPICAL SIDEWALK SECTION <br />(2" = HILLVIEW ROAD, FROM CO RD 10 TO HILLVIEW RD) <br />SUBGRADE PREPARATION <br />CLASS 5 GRAVEL BASE <br />6" CONCRETE PAVEMENT <br />(MATCH EXISTING THICKNESS, 4" MIN.) <br />CONCRETE DRIVEWAY <br />REPAIR <br />TYPICAL SECTION <br />SUBGRADE PREPARATION <br />CLASS 5 GRAVEL BASE <br />3.0" - TYPE LV4 BITUMINOUS WEARING COURSE (LVWE45030B) <br />(MATCH EXISTING THICKNESS, 4" MIN.) <br />BITUMINOUS DRIVEWAY <br />REPAIR <br />TYPICAL SECTION <br />TYPICAL SECTION E <br />HILLVIEW RD - HILLVIEW PARK PARKING <br />2% (MIN.) <br />33'33' <br />2.4% <br />13'20' <br />8' <br />PARKING LANE <br />12'20' <br />ANGLED PARKING STALLS <br />WEST ROW EAST ROWCL <br />DESIGN GRADECL <br />THRU LANE THRU LANE <br />MnDOT B618 CONCRETE <br />CURB AND GUTTER <br />12" <br />12' <br />INSET A <br />2'11'6.5' <br />INSET B <br />(45 DEGREES)WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OFSt. Paul Office2335 West Highway 36St. Paul, MN 55113Phone: 651-636-4600Fax: 651-636-1311PRINT NAME:¤SIGNATURE:DATESURVEYAPPROVEDDESIGNEDDRAWNLIC. NO.DATEBONESTROOwww.bonestroo.com K:\435\43507129\Cad\Dwg\43507129C103A-S.dwg Thursday, December 18, 2008 7:50:18 AM20082009-2010 STREET AND UTILITY IMPROVEMENT PROJECTMOUNDS VIEW, MINNESOTA43507129C103A-SMRWMSNJRRPROFESSIONAL ENGINEERMINNESOTA.JOSEPH R. RHEIN2378111/19/0843507129C103A-STYPICAL SECTIONSC1.03-SS.A.P. 146-228-005S.A.P. 146-241-001