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m <br />iKic+rr n <br />'TYPE SP 12.5 BITUMINOUS WEARING <br />CURSE MIXTURE SPWEB340C <br />357 BITUMINOUS TACK COAT <br />'TYPE SP 12.5 BITUMINOUS NON -WEARING <br />CURSE MIXTURE SPNWB330C <br />357 BITUMINOUS TACK COAT <br />TYPE SP 12.5 BITUMINOUS NON -WEARING <br />CURSE MIXTURE SPNWB330C <br />.. AGGREGATE BASE <br />TOTAL GE = 19.5 <br />'TYPE SP 12.5 BITUMINOUS WEARING <br />CURSE MIXTURE SPWEB340C <br />357 BITUMINOUS TACK COAT <br />TYPE SP 12.5 BITUMINOUS NON -WEARING <br />CURSE MIXTURE SPNWB330C <br />357 BITUMINOUS TACK COAT <br />TYPE SP 12.5 BITUMINOUS NON -WEARING <br />CURSE MIXTURE SPNWB330C <br />AGGREGATE BASE <br />...5' TO 4.5' GRANDULAR FILL (PEAT REMOVAL) <br />TOTAL GE = 19.5 <br />RIGHT -OF WAY C/L <br />30' <br />LL <br />O 8.0 22.0'— <br />FL BOULEVARD <br />(D 10' 12' <br />Of PARKING LANE DRIVING LANE <br />EXISTING B618 CONCRETE— <br />CURB & GUTTER <br />REMOVE EXISTING 7" TO 10" <br />BITUMINOUS SURFACING <br />REMOVE SUB -BASE TO A DEPTH <br />OF 18" BELOW FINISHED GRADE <br />2.0% <br />SEE INSET A,/ <br />'ADDITIONAL -10' OF ROW ALONG CEMETERY <br />(STATION 10+20-13+20) <br />30" <br />—22.0'--8.0'— <br />BOULEVARD <br />12' 10' <br />DRIVING LANE PARKING LANE <br />-� 2.0 <br />TYPICAL SECTION <br />8TH STREET NW (MSAS 110) <br />STA. 36+28.80 TO 42+50 <br />STA. 47+00 TO 49+04.50 <br />I <br />RIGHT -OF WAY C/L <br />60' <br />30'-— 30" <br />LL <br />O 8.0 22.0' 22.0' <br />= BOULEVARD <br />F6'--10' 12' 12' 10'— <br />PARKING <br />0'—PARKING LANE DRIVING LANE DRIVING LANE PARKING LANE <br />INSTALL 6' WIDE <br />Date <br />CONC. SIDEWALK -------- - - - - -� <br />EXISTING B618 CONCRETESEE <br />CURB & GUTTER <br />INSET B <br />REMOVEBITUMINOUS SURFACNG10" <br />TYPICAL SECTION <br />HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION <br />REMOVE SUB -BASE TOA DEPTH <br />8TH STREET NW (MSAS 110) <br />OF 18" BELOW FINISHED GRADE <br />SHEET N0. <br />REMOVE PEAT TO A DEPTH OF <br />STA. 42+50 TO 47+00 <br />4'TO 6'BELOW FINISHED GRADE <br />(PEAT REMOVAL) <br />EXISTING 8618 CONCRETE <br />CURB & GUTTER <br />—8.0'— <br />BOULEVARD 8.0'—BOULEVARD <br />EXISTING 8618 CONCRETE <br />CURB & GUTTER <br />NOTE: <br />EQUATION STA. 36+28.80 � OLD HWY. 8 <br />= STA. 0+00 ON THE PLAN VIEW <br />No. <br />Date <br />Rev1S70f1s <br />App. <br />DRAWING NAME <br />HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION <br />CITY OF NEW BRIGHTON <br />S. P. <br />147-020-040, 062-619-033 <br />SHEET N0. <br />XX <br />XX <br />XX <br />TYPICAL SECTION <br />DESIGNED BY: <br />DRAWN BY: <br />CHECKED BY: <br />DML <br />DML <br />CGS <br />. <br />Ki m I ey >>> H o r n <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT AM A DULY <br />LICENSED HE STATE OF ENGINEER UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />N Of <br />W <br />Bf4GhTON <br />EngAne i" Dep.n- z <br />COUNTY ROAD F/10TH STREET NW <br />STREET REHABILITATION <br />CITY PROJECT 15-1 <br />7 <br />NO DATE REVISION <br />S.A.P. 147-020-041, 062-577-028 <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 />303 Die xenway s <br />Nws.,.9neon .w' sst�z <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 />