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ZL <br />n <br />EXIST. R/W <br />8 I 7" <br />BIT. TRAIL BLVD <br />L____ <br />EXISTING CURB AND-/ <br />GUTTER TO REMAIN <br />EXIST. R/W <br />VARIES (66' - 81') <br />10TH ST. NW <br />\RIES 13' 1 12' 4' <br />.ANE DUAL TURNILANE LANE <br />2% 29 / <br />INSET A <br />TYPICAL SECTION - 10TH STREET NW INSET E <br />STA. 8+67.84 - STA. 10+24.16 <br />66' <br />CL 10TH ST. NW <br />EXIST. SWLK AND <br />R/W TRAIL ESMT <br />VARIES <br />2' <br />6' 8' <br />_VD CONC. WALK <br />2% <br />i <br />4" TOPSOIL AND SEED <br />INSET C <br />4" TOPSOIL AND SOD <br />8624 CURB AND <br />GUTTER <br />EXIST. R/W <br />8' 7' VARIES VARIES 1' MEDIAN 1' 11' 4' 6' 8' 2' I <br />BIT. TRAIL BLVD SHLDR LANE WIDTH VARIES LANE SH� BLVD CONC. WALK <br />------ -�--- - - - - —% 2% <br />EXISTING CURB AND-/ B612 OUTFALL CURB INSET A <br />GUTTER TO REMAIN AND GUTTER - MOD <br />INSET A NOTCH 8612 OUTFALL CURB <br />INSET F AND GUTTER - MOD <br />SEE SHEET 75-85 NOTCH INSET E <br />FOR PLANTED MEDIAN INSET F <br />DETAILS <br />TYPICAL SECTION - 10TH STREET NW <br />STA. 10+24.16 - STA. 11 +87.70 <br />I <br />2% <br />4" TOPSOIL AND SEED <br />4:1 MAX <br />INSET C <br />4" TOPSOIL AND SOD <br />8624 CURB AND <br />GUTTER <br />n <br />71 <br />n <br />D CURB & GUTTER <br />INSET A <br />10TH STREET NW <br />INSET C <br />CONCRETE WALK <br />2" BITUMINOUS SP 12.5 WEARING COURSE <br />MNDOT SPEC 2360 (SPWEB340C) <br />BITUMINOUS TACK COAT <br />2" BITUMINOUS SP 12.5 WEARING COURSE <br />MNDOT SPEC 2360 (SPWEB340C) <br />BITUMINOUS TACK COAT <br />2" BITUMINOUS SP 12.5 NON -WEARING COURSE <br />MNDOT SPEC 2360 (SPNWB330B) <br />8" CLASS 5 AGGREGATE BASE <br />GEOTEXTILE FABRIC TYPE V <br />APPROVED COMPACTED EXISTING <br />AGGREGATE BASE/SUBGRADE <br />4" CONCRETE WALK <br />6" CLASS 5 AGGREGATE BASE <br />APPROVED COMPACTED EXISTING SUBGRADE <br />INCLUDES MIN. 8" SCARIFIED <br />SUBGRADE PREPARATION <br />m CURB & GUTTER <br />CURB & GUTTER <br />PLANTED MEDIAN <br />4" CONCRETE WALK <br />4" TOPSOIL AND SOD <br />HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION <br />CITY OF NEW BRIGHTON <br />n --- - 6" CLASS 5 AGGREGATE BASE <br />SHEET N0. <br />--- - <br />4" CONC. MAINTENANCE STRIP <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />�� Clt Of COUNTY ROAD F/ 10TH STREET NW <br />NEW STREET REHABILITATION <br />S.A.P. 147-020-041, 062-677-028 <br />INTEGRALLY COLORED <br />NOTES: <br />BRGHI'ON CITY PROJECT 15-1 <br />S.A.P. 147-121-005 <br />CHECKED BY: EJF <br />CONCRETE, TYPE A <br />1. <br />ALL DIMENSIONS ARE TO THE FACE OF CURB <br />2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST, PAUL, MN 55114 <br />1/2:1 SLOPE <br />1/2:1 SLOPE <br />P 15-1 <br />Fc <br />1/2:1 SLOPE <br />PHONE: 651-645-4197 <br />WWW.KIMLEY—HORN.00M <br />UNLESS OTHERWISE NOTED. <br />AGGREGATE BASE <br />VI <br />VII 1111111 VIII <br />8" CLASS 5 AGGREGATE BASE <br />8" CLASS 5 AGGREGATE BASE <br />j <br />2. <br />3. <br />1.5' CLEARANCE MUST BE PROVIDED FROM THE <br />FACE OF CURB TO FIXED OBJECTS. <br />SEE SHEET 75 - 85 FOR LANDSCAPE PLANS. <br />III 1: <br />- IIII <br />I VII VIII <br />4. <br />SEE SHEET 86 - 88 FOR CROSS SECTION & <br />111111 <br />APPROVED COMPACTED <br />=111111=III= <br />APPROVED COMPACTED <br />APPROVED COMPACTED <br />CROSS SLOPE INFORMATION. <br />T EXISTING SUBGRADE <br />EXISTING SUBGRADE <br />EXISTING SUBGRADE <br />INSET D <br />INSET E <br />INSET F <br />D 2.5 5 10 <br />z <br />I: <br />I HORIZONTAL <br />Y SCALE IN FEET <br />]7 <br />No. Date Revisions App. DRAWING NAME <br />HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION <br />CITY OF NEW BRIGHTON <br />S.A.P. 147-020-040, 062-619-033 <br />SHEET N0. <br />x160539005-TYP01.dwg <br />i DESIGNED BY. LBM <br />Kirniveyo)) or <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />�� Clt Of COUNTY ROAD F/ 10TH STREET NW <br />NEW STREET REHABILITATION <br />S.A.P. 147-020-041, 062-677-028 <br />DRAWN BY: BCS <br />7 <br />BRGHI'ON CITY PROJECT 15-1 <br />S.A.P. 147-121-005 <br />CHECKED BY: EJF <br />�++�'*3ro °BQ69�""� <br />J <br />2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST, PAUL, MN 55114 <br />aos om xynwey a <br />++w �aWan W bbf 18 <br />ERIC J. FOSMO, PE <br />DATE: 1/15/2015 MN LIC. NO. 48761 <br />P 15-1 <br />Fc <br />3:_ DATE: 1 /15/2015 <br />PHONE: 651-645-4197 <br />WWW.KIMLEY—HORN.00M <br />(abs) esa-lobo <br />TYPICAL SECTIONS <br />Q <br />U <br />PROJECT NO. 160539005 <br />y <br />