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um <br />L2" TYPE SP 12.5 BITUMINOUS WEARING <br />COURSE MIXTURE SPWEB340C (MILLED SECTION) <br />2357 BITUMINOUS TACK COAT <br />EXISTING 3" BITUMINOUS NON -WEARING COURSE MIXTURE <br />EXISTING 6" AGGREGATE BASE <br />TOTAL GE = 17 <br />INSET B <br />'TYPE SP 12.5 BITUMINOUS WEARING <br />OURSE MIXTURE SPWEB340C <br />157 BITUMINOUS TACK COAT <br />TYPE SP 12.5 BITUMINOUS NON -WEARING <br />DURSE MIXTURE SPWEB340C <br />157 BITUMINOUS TACK COAT <br />TYPE SP 12.5 BITUMINOUS NON -WEARING <br />OURSE MIXTURE SPNWB330C <br />"AGGREGATE BASE <br />TOTAL GE = 29.75 <br />Q <br />LL <br />O <br />FL <br />= 14' <br />BOULEVARD <br />RIGHT -OF WAY C/L <br />60' <br />30' 30' <br />16' 16' 14' <br />BOULEVARD <br />14' 14' <br />2.0% 2.0% <br />EXISTING BS412 CONCRETE J <br />CURB & GUTTER <br />MILL OFF TOP 2" OF BITUMINOUS SURFACE <br />Q <br />LL <br />0- <br />11.01— <br />BOULEVARD 11.0'— <br />BOULEVARD <br />C7 <br />� X5.5' <br />22.0' <br />10' <br />PARKING LANE <br />INSTALL WIDE <br />CONC. SIDEWALK <br />CURB & GUTTER <br />EXISTING B618 CONCRETE <br />REMOVE EXISTING BITUMINOUS SURFACING <br />AND SALVAGE AGGREGATE BASE <br />SEE INSET A <br />TYPICAL SECTION <br />9th STREET NW <br />RIGHT -OF WAY C/L <br />22.0' <br />12' 10' — <br />DRIVING LANE PARKING LANE <br />2.0% _ <br />SEE INSET B <br />TYPICAL SECTION <br />1st AVENUE NW (MSAS 109) <br />STA. 0+00 TO 7+04 <br />—11.0'— <br />BOULEVARD <br />EXISTING B618 CONCRETE <br />CURB & GUTTER <br />NOTE: <br />EQUATION STA. 0+00 � 8th STREET NW <br />= STA. 0+74.70 ON THE PLAN VIEW <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. P. <br />147-020-040, 062-619-033 <br />SHEE f fl:). <br />NO <br />DATE <br />REVISION <br />XX <br />TYPICAL SECTION <br />. <br />Ki <br />I >>> <br />H <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT suPERwsION AND THAT AM A DULY <br />LICENSED ENGINEER UNDER THE <br />Of <br />COUNTY ROAD F/10TH STREET NW <br />STREET REHABILITATION <br />Q <br />8 <br />DESIGNED BY: <br />DML <br />m <br />ey <br />o <br />r <br />n <br />HE ST TE OF <br />LAWS OF THE STATE OF MINNESOTA. <br />N W <br />S.A.P. <br />147-020-041, 062-577-028 <br />NO <br />DATE <br />REVISION <br />XX <br />DRAWN BY: <br />DML <br />BRGHPON <br />CITY PROJECT 15-1 <br />NO <br />DATE <br />REVISION <br />XX <br />CHECKED BY: <br />CGS <br />EngAne i" Dep.n- z <br />S.A.P. <br />147-121-005, 147-109-002 <br />2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST, PAUL, MN 55114 <br />203 0ie xenway s <br />Nws.,.0ne"n .w' SSt�z <br />NO <br />DATE <br />REVISION <br />XX <br />DATE: 3-2-15 <br />PHONE: 651-645-4197 <br />651— 645-41OM <br />CRAIG G. SCHLICHTING <br />(syr) 638-2050 <br />WWW.KIM <br />3-2-15 41295 <br />TYPICAL SECTIONS <br />S.A.P. <br />147-110-011 <br />$ 9 <br />NO <br />DATE <br />REVISION <br />XX <br />PROJECT N0. <br />15-1 <br />DATE: MN LIC. NO. <br />