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EXIST. R/W <br />I <br />I <br />------- <br />EXISTING CURB AND—/ <br />GUTTER TO REMAIN <br />66' <br />10TH ST. NW <br />6' _ 11' <br />SHLDR I LANE <br />INSET A <br />EXIST. R/W <br />5' _ 6' 8' 2' <br />SHLDR BLVD CONIC. WALK <br />F4_�� <br />2% /Z—mo <br />INSET C <br />4" TOPSOIL AND SOD <br />8624 CURB AND <br />INSET E GUTTER <br />TYPICAL SECTION - 10TH STREET NW <br />STA 11+87.70 - STA. 17+60.35 <br />4" TOPSOIL AND SEED <br />INSET A <br />10TH STREET NW <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 />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 />2.5" BITUMINOUS SP 12.5 NON -WEARING COURSE <br />MNDOT SPEC 2360 (SPNWB330B) <br />15" CLASS 5 AGGREGATE BASE <br />EXIST. R/W EXIST. R/W <br />VARIES (85' - 105) 1 VARIES (90' - 160') <br />i r � <br />12" SELECT GRANULAR <br />OLD HWY 8 <br />GEOTEXTILE FABRIC TYPE V <br />I 10' APPROVED COMPACTED EXISTING <br />3' 11' 11' 13' I <br />CONIC. WALK TURN LANE THRU LANE THRU LANE THRU LANE THRU LANE AGGREGATE BASE/SUBGRADE <br />INSET B <br />OLD HWY 8 <br />n Y ------ ---- -- --- �,,/ <br />-- --- ------------ J�` <br />- - - - -- - -- - ---- ------ _ -- 4,. CONCRETE WALK <br />. EXISTING CURB AND <br />N GUTTER TO REMAIN <br />INSET H <br />n 6624 CURB AND TYPICAL SECTION -OLD HWY 8 _ <br />GUTTER INSET B —III 6" CLASS 5 AGGREGATE BASE <br />3 1 <br />APPROVED COMPACTED EXISTING SUBGRADE <br />INCLUDES MIN. 8" SCARIFIED <br />T =ill ill III—III ill I—Iill III—III ill ill =III = SUBGRADE PREPARATION <br />n <br />T <br />INSET C <br />CURB & GUTTER CONCRETE WALK <br />PROPOSED CONCRETE <br />m CURB & GUTTER WALK <br />4" TOPSOIL AND SOD <br />n <br />� I I <br />J1/2:1 SLOPE NOTES: <br />I <br />—II8" CLASS 5 AGGREGATE BASE 1. ALL DIMENSIONS ARE TO THE FACE OF CURB <br />11 Y2:1 SLOPE UNLESS OTHERWISE NOTED. <br />— APPROVED COMPACTED <br />2. 1.5' CLEARANCE MUST BE PROVIDED FROM THE <br />T EXISTING SUBGRADE = FACE OF CURB TO FIXED OBJECTS. <br />APPROVED COMPACTED 3. SEE SHEET 75 - 85 FOR LANDSCAPE PLANS. <br />i INSET E EXISTING SUBGRADE 4. SEE SHEET 86 - 88 FOR CROSS SECTION & 0 2.5 5 10 <br />z INSET H CROSS SLOPE INFORMATION. <br />I: <br />I HORIZONTAL <br />Y SCALE IN FEET <br />M <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"°"f"� <br />J <br />2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST, PAUL, MN 55114 <br />aos om xynwey a <br />�_ DATE: 1 /15/2015 <br />PHONE: 651-645-4197 <br />WWW.KIMLEY-HORN.00M <br />++w �aWan W bbf 18 <br />(abs) esa-lobo <br />TYPICAL SECTIONS <br />Q <br />U <br />ERIC J. FOSMO, PE <br />DATE: 1/15/2015 MN LIC. NO. 48761 <br />F.P. 15-1 <br />PROJECT NO. 160539005 <br />y <br />