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m <br />2" TYPE SP 12.5 BITUMINOUS WEARING <br />COURSE MIXTURE SPWEB340C <br />2357 BITUMINOUS TACK COAT <br />3" TYPE SP 12.5 BITUMINOUS NON -WEARING <br />COURSE MIXTURE SPNWB330C <br />INSTALL 7" AGGREGATE BASE <br />INSET A TOTAL GE = 18 <br />2" TYPE SP 12.5 BITUMINOUS WEARING <br />COURSE MIXTURE SPWEB340C <br />2357 BITUMINOUS TACK COAT <br />2" TYPE SP 12.5 BITUMINOUS NON -WEARING <br />COURSE MIXTURE SPNWB330C <br />INSTALL 6" AGGREGATE BASE <br />INRFT R TOTAL GE = 15 <br />2" TYPE SP 12.5 BITUMINOUS WEARING <br />COURSE MIXTURE SPWEB340C <br />2357 BITUMINOUS TACK COAT <br />3" TYPE SP 12.5 BITUMINOUS NON -WEARING <br />COURSE MIXTURE SPNWB330C <br />INSTALL 7" AGGREGATE BASE <br />INSET C TOTAL GE = 18 <br />RIGHT -OF WAY C/L <br />T <br />30' 30' <br />O 10.0' 20.0' 20.0' 10.0'— <br />BOULEVARD BOULEVARD <br />C=7 0' 11 11 9' <br />of PARKING LANE DRIVING LANE DRIVING LANE PARKING LANE <br />_ 2.0% �\ 2.0%. <br />EXISTING B618 CONCRETE TINSET A - EXISTING B618 CONC. <br />CURB & GUTTER CURB & GUTTER <br />REMOVE EXISTING BITUMINOUS SURFACING YPICAL SECTION <br />AND EXISTING SOIL <br />2nd AVENUE NW <br />C/L <br />1' <br />7' <br />T- <br />5' <br />' 5' 5' <br />BOULEVARD (DRWY) 2_0% 2.0% BOULEVARD(DRWY) <br />REMOVE EXISTINGSEE INSET B <br />BITUMINOUS SURFACING <br />AND AGGREGATE BASE TYPICAL SECTION <br />ALLEY BETWEEN 9th ST. NW & 10th ST. NW <br />FROM 2nd AVE NW TO 3rd AVE. NW <br />30' <br />—14' <br />BOULEVARD <br />EXISTING 8618 CONCRETE— <br />CURB & GUTTER <br />REMOVE EXISTING BITUMINOUS SURFACING <br />AND EXISTING CL. 5 AGGREGATE BASE <br />RIGHT -OF WAY C/L <br />60' <br />16' 16' <br />I <br />- 14' 14' <br />2.0% I /--, 2.0% <br />SEE INSET C <br />TYPICAL SECTION <br />3rd AVENUE NW <br />LL <br />30' O <br />FL <br />14' — <br />BOULEVARD of � <br />No. <br />Date <br />Revisions <br />App. <br />DRAWING NAME <br />HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION <br />CITY OF NEW BRIGHTON <br />S. A. <br />147-020-040, 062-619-033 <br />SHEEP fl:). <br />XXDESIGNED <br />XX <br />XX <br />TYPICAL SECTION <br />BY: <br />DRAWN BY: <br />CHECKED BY: <br />DML <br />DML <br />CGS <br />Kim1ey'/,/'-/t Horn <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT AM A DULY <br />LICENSED PROFESSIONAL ENGINEER UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />city of <br />W <br />IBf4GHPON <br />EngAne i" Dep.n- z <br />COUNTY ROAD F/10TH STREET NW <br />STREET REHABILITATION <br />CITY PROJECT 15-1 <br />9 <br />NO DATE REVISION <br />S.A.P. 147-020-041, 062-577-025 <br />NO DATE REVISION <br />NO DATE REVISION <br />S.A.P. 147-121-005, 147-109-002 <br />XX <br />DATE: 3-2-15 <br />PROJECT N0. <br />2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST, PAUL, MN 55114 <br />PHONE: 651-645-4197 <br />WWW.KIMLEY–HORN.COM <br />z03 0ie xenway s <br />Nws.,.9ne"n <br />(661) 638-2060 <br />TYPICAL SECTIONS <br />Q <br />U <br />NO DATE REVISION <br />CRAIG G. SCHLICHTING <br />DATE: 3-2-15 MN LIC. N0. 41295 <br />S.A.P. 147-110-011 <br />NO <br />DATE <br />REVISION <br />XX <br />15-1 <br />