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100 <br />105 <br />110 <br />115 <br />120 125 <br />130 <br />135 <br />140 <br />145 150 <br />1000 <br />1005 <br />1010 <br />1015 <br />1020 1025 <br />1030 <br />1035 <br />1040 <br />1045 1050 <br />200205210220022052210300EXISTING GROUND <br />TYPICAL SECTION A-A <br />THRU THRU <br />C&G <br />B424 <br />C&G <br />B424 <br /> 4.0' <br />VAR. <br />0.020.02 <br />THRU <br />C&G <br />B424 <br /> <br />THRU <br />0.02 <br />TRAILBLVD <br />0.02 <br />0.015 <br />5.67'14.0'14.0'14.0'12.0'14.0' <br />C&G <br />B424 <br />EXISTING GROUND <br /> <br />BLVD <br />5.0' <br />WALK <br />6.0' <br />INP. R/WINP. R/W <br />LEFT TURN LANE <br />PROPOSED C.S.A.H. 94 (29TH AVE) <br />MEDIAN <br />PROP. R/W <br /> <br />2'2' <br />PROP. R/W <br />8.0' <br />THRU <br /> <br />0.02 <br />C&G <br />B424 <br /> <br />THRU <br />0.02 <br />14.0'12.0' <br />0.015 <br />INFILTRATION BASIN <br />ELEV: 949.0 <br />EOF: 949.8 <br />0.02 0.02 <br />INP. R/W <br />THRU <br /> <br />THRU <br />12.0'12.0' 20.0' <br />MEDIAN <br />VARIES <br />5.67' <br />BLVD TRAIL <br /> VAR. <br />DRIVEWAY <br />TYPICAL SECTION B-B <br />INP. R/W <br />PROPOSED C.S.A.H. 23 (COUNTY ROAD C) <br />20" WALL <br />3:1 <br />8.0' <br />2' <br />PROP. R/W TYPICAL SECTION C-C <br />THRU THRU <br />C&G <br />B424 <br />C&G <br />B424 <br /> <br />VAR. <br />0.02 <br />0.02 <br /> <br />BLVD <br />C&G <br />B424 <br /> <br />THRU <br />0.02 <br />BLVD <br />0.02 <br />C&G <br />B424 <br />EXISTING GROUND <br />0.015 <br />5.67'14.0'14.0'14.0'14.0'5.0' <br />EXISTING GROUND <br /> <br />WALK <br />6.0'16.0' <br />INP. R/W <br />INP. R/W <br />PROPOSED C.S.A.H. 23 (COUNTY ROAD C) <br />THRU MEDIAN <br />2' <br />PROP. R/W <br />TRAIL <br />8.0' <br />2' <br />PROP. R/W <br />EXISTING GROUND <br />TYPICAL SECTION D-D <br />THRU THRU <br />C&G <br />B424 <br />C&G <br />B424 <br /> 4.0' <br />VAR. <br />0.020.02 <br />DRIVEWAY THRU <br />C&G <br />B424 <br /> <br />THRU <br />0.02 <br />C&G <br />B612 <br />BLVD <br />5.0' <br />TRAILBLVD <br />0.02 <br />EXISTING GROUND <br />0.015VARIES <br />5.67'14.0'14.0'14.0'12.0'12.0'VAR. <br />INP. R/W INP. R/W <br />LEFT TURN LANE <br />PROPOSED C.S.A.H. 23 (COUNTY ROAD C) <br />MEDIAN <br />8.0' <br />TRAIL <br />2' <br />PROP. R/W <br />TYPICAL SECTION E-E <br />THRU THRU <br />C&G <br />B424 <br />C&G <br />B424 <br /> 4.0' <br />VAR. <br />0.02 <br />0.02 <br /> <br />THRU <br />C&G <br />B424 <br /> <br />THRU <br />0.02 <br />C&G <br />B424 <br />EXISTING GROUND <br />14.0'14.0'14.0'12.0'14.0' <br />EXISTING GROUND <br />INP. R/WINP. R/W <br />GUARDRAIL <br />INP. <br />0.015 <br /> 10.2' <br />TRAILLEFT TURN LANE <br />PROPOSED C.S.A.H. 23 (COUNTY ROAD C) <br />0.02 <br />MEDIAN <br />THRUTHRU <br />C&G <br />B424C&G <br />B424 <br /> 4.0' <br />VAR <br />.0.02 0.02 <br />THRU <br />C&G <br />B424 <br /> <br />THRU <br />0.02 0.02 <br />14.0'14.0'14.0'12.0'14.0' <br />C&G <br />B424 <br />INP. R/W <br />INP. <br />WALK <br />INP. R/W <br /> <br />BLVD <br />VAR. <br />0.015 <br />8.0' <br />TRAIL <br />5.67' <br />BLVD <br />20" WALL <br />3:1 <br />TYPICAL SECTION F-F <br />LEFT TURN LANE <br />PROPOSED C.S.A.H. 23 (COUNTY ROAD C) <br />MEDIAN <br />EXISTING GROUND <br />TYPICAL SECTION G-G <br />THRU <br />C&G <br />B618 <br />C&G <br />B618 <br /> VAR. <br />VAR. <br />0.02 <br />0.02 <br />THRU <br /> <br />0.02 <br />14.0'12.5'11.0'11.0' <br />C&G <br />B618 <br />EXISTING GROUND <br /> <br />BLVD <br />VAR. <br />WALK <br />6.0' <br />PROPOSED LONG LAKE ROAD <br />C&G <br />B618 <br /> 12.5' <br />INP. R/W <br />RIGHT TURN LANE LEFT TURN LANE LEFT TURN LANE <br />INP. <br />WALK <br />MEDIAN <br />EXISTING GROUND <br />TYPICAL SECTION H-H <br />THRU <br />C&G <br />B618 <br />C&G <br />B618 <br /> <br />VAR. <br />0.02 0.02 <br />THRU <br /> <br />0.02 <br />12.5'11.0'11.0' <br />C&G <br />B618 <br />EXISTING GROUND <br />BLVD <br />VAR. <br />PROPOSED LONG LAKE ROAD <br />C&G <br />B618 <br /> 12.5' <br />INP. R/W <br />RIGHT TURN LANESTRIPED MEDIANLEFT TURN LANE <br />VAR. <br />BLVD <br />VAR.4.0' <br />INP. R/W <br />INP. <br />WALK <br /> <br />INP. <br />WALK <br />MEDIAN ..\Projects\2018\180087\DESIGN\Layouts\cd180087_RoadwayLayout6.dgnFILE NAME =DATE PRINTED =8/23/201811:54:58 AME N G I N E E R I N G <br />ALLIANT <br />0 50 100 <br />SCALE 50' <br />HORIZONTAL SCALE IN FEET <br />0 50 100 <br />SCALE 50' <br />HORIZONTAL SCALE IN FEET <br />LEGEND <br />TRAFFIC FLOW ARROWS <br />BITUMINOUS TRAIL <br />CONCRETE WALK <br />VEGETATED MEDIAN <br />DRIVEWAY <br />INPLACE BUILDING / STRUCTURE <br />PARCEL BOUNDARY <br />CURB AND GUTTER CONCRETE ROADWAY <br />BITUMINOUS ROADWAY <br />PROPOSED RIGHT OF WAY <br />EXISTING RIGHT OF WAY <br />D <br />D <br />E <br />E <br />C <br />C <br />A <br />A GGB <br />B <br />F <br />F HHN EW BRIGHTON BLVD (CSAH 88)LONG LAKE RDANTHONY LNANTHONY LN S PATTON RDEUSTIS STWALNUT STMINNESOTA COMMERCIAL RAILWAYMINNESOTA COMMERCIAL RAILWAYOLD HWY 8RANKIN RDE <br /> G <br />A <br />TE <br /> <br />R <br />D <br />COUNTY ROAD C (CSAH 23) / 29TH AVE NE (CSAH 94)HENNEPIN COUNTYRAMSEY COUNTYST ANTHONY VILLAGECITY OF ROSEVILLEHAMMOND CO. <br />WALTER R. <br />GAS <br />MARATHON <br />AVS INC. <br />SYSTEMS <br />PROCESS LABEL COMMONS <br />BUSINESS <br />ROSEVILLE <br />COMMONS II <br />BUSINESS <br />ROSEVILLE <br />OFFICES <br />ANTHONY LANE <br />SUPPLY <br />B & F FASTENER <br />OF OPERATING ENGINEERS <br />INTERNATIONAL UNION <br />WORKS <br />IRON <br />CROWN <br />TRUCK RENTAL <br />PENSKE <br />LUBE TECH <br />ABC SUPPLY CO. <br />FERGUSON ABLE HOSE & RUBBER <br />ENERGY <br />NUSTAR <br />LAND TITLE <br />DENTAL <br />PARK <br />CENTER <br />INDUSTRIAL <br />ROSEVILLE <br />ROSEDALE CORPORATE PLAZA <br />PARTNERS <br />MIDSTREAM <br />MAGELLAN <br />PARTNERS <br />MIDSTREAM <br />MAGELLAN <br />12' THRU <br />14' THRU <br />(CSAH 94) <br />29TH AVE NE <br />14' LEFT (100') <br />13' THRU <br />14' THRU <br />14' THRU <br />14' THRU <br />14' LEFT (130') <br />14' THRU <br />12' THRU <br />14' LEFT (130') <br />14' THRU <br />12' THRU <br />14' THRU <br />14' THRU <br />14' LEFT (100') <br />12' THRU <br />14' THRU <br />14' THRU <br />14' THRU <br />14' THRU <br />14' THRU <br />14' THRU <br />14' THRU <br />14' THRU <br />14' THRU <br />14' THRU <br />12' THRU <br />14' LEFT (125') <br />12' THRU <br />14' THRU <br />14' LEFT (125') <br />14' THRU <br />14' THRU <br />14' LEFT (100') <br />14' THRU <br />14' THRU <br />12' THRU <br />14' THRU <br />(CSAH 23) <br />COUNTY ROAD C <br />14' THRU <br />14' THRU <br />14' LEFT (100') <br />12' THRU <br />14' THRU <br />14' LEFT (100') <br />14' THRU <br />14' THRU <br />12' THRU <br />14' THRU14' THRU <br />14' THRU <br />14' THRU <br />14' THRU 14' THRU <br />14' THRU <br />12' THRU <br />14' LEFT (100') <br />12' THRU <br />14' THRU <br />14' THRU <br />14' THRU <br />14' LEFT (150') <br />14' THRU <br />12' THRU <br />14' THRU <br />14' THRU <br />14' LEFT (370') <br />12' THRU <br />14' THRU <br />5' BLVD <br />6' WALK <br />5' BLVD <br />6' WALK <br />8' TRAIL <br />5' BLVD <br />8' TRAIL <br />5' BLVD <br />R8022' <br />R7978' <br />R7978'R8022' <br />(45 MPH REVERSE CROWN) <br />R4584' <br />VAR. BLVD <br />6' INP. WALK <br />16' MEDIAN <br />16' MEDIAN <br />B424 CURB AND GUTTER (TYP.) <br />B424 CURB AND GUTTER (TYP.) <br />B424 CURB AND GUTTER (TYP.) <br />B424 CURB AND GUTTER (TYP.)B424 CURB AND GUTTER (TYP.) <br />B424 CURB AND GUTTER (TYP.) <br />B424 CURB AND GUTTER (TYP.) <br />B424 CURB AND GUTTER (TYP.) <br />B618 CURB AND GUTTER (TYP.) <br />B618 CURB AND GUTTER (TYP.) <br />14' LEFT (150') <br />14' THRU <br />8' TRAIL <br />5' BLVD <br />R8022' <br />R8022' <br />B612 CURB AND GUTTER <br />VAR. BLVD5' INP. WALK17' THRU17' THRU14.5' THRU12.5' LEFT (50')14.5' THRU14' THRU12.5' LEFT (125')11' THRU12.5' RIGHT (100')12.5' RIGHT (100')11' THRU11' LEFT (200')12.5' LEFT (200')14' THRU12.5' THRU12.5' THRU12.5' RIGHT (125')VAR. BLVD5' INP. WALKFINAL ROADWAY LAYOUT <br />RAMSEY COUNTY S.A.P. NO. 062-623-054 <br />NEW BRIGHTON BOULEVARD (CSAH 88) TO LONG LAKE ROAD <br />12' LEFT (200')12' LEFT (200')14' <br /> RIGHT14' THRU29TH AVE NE <br />94