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NJ <br />�I <br />a�Y <br />EXIST. R/W <br />10' 16' - 18' <br />I CONC. WALK LANE <br />---- 27 <br />INSET77 <br />INSET H ---" <br />B624 CURB AND <br />GUTTER INSET B <br />8612 OUTFALL CURB <br />AND GUTTER <br />100' <br />10TH ST. NW <br />4' ,1', 11' 1 12' <br />m <br />13 <br />-_ - ----- 1 2% <br />-------------------- <br />------------------------- / <br />EXISTING CURB AND — <br />8612 CURB AND GUTTER TO REMAIN <br />GUTTER <br />TYPICAL SECTION — 10TH STREET NW <br />STA. 3+40.30 — STA. 5+41.59 <br />EXIST. R/W <br />8' I g' I <br />BLVD EX. CONIC.I <br />WALK <br />EXIST. R/W EXIST. R/W <br />I 81 <br />10TH ST. NW <br />8' 7 4' 12' 12' 1' 110' - 20') 1' 12' 4' (8' - 10') 8' <br />BIT. TRAIL BLVD _SHLDV THRU AND TURN LANE MEDIAN LANE SHLDR EX. BLVD EX. CONC. I <br />TURN LANE WALK <br />VARIES ------ <br />EXISTING CURB AND—/ <br />GUTTER TO REMAIN <br />O 2.5 5 10 <br />HORIZONTAL <br />SCALE IN FEET <br />INSET D <br />8612 OUTFALL CURB AND JINSET A <br />GUTTER - MOD NOTCH <br />INSET F 8612 OUTFALL CURB <br />AND GUTTER - MOD <br />SEE SHEET 85 FOR NOTCH INSET E <br />PLANTED MEDIAN INSET F <br />DETAILS <br />CURB & GUTTER <br />4" CONCRETE WALK <br />6" CLASS 5 AGGREGATE BASE <br />1/2:1 SLOPE <br />AGGREGATE BASE <br />APPROVED COMPACTED <br />EXISTING SUBGRADE <br />TYPICAL SECTION — 10TH STREET NW <br />STA. 6+74.44 — STA. 8+67.84 <br />INSET E <br />CURB & GUTTER <br />4" TOPSOIL AND SOD <br />1/2:1 SLOPE <br />8" CLASS 5 AGGREGATE BASE <br />APPROVED COMPACTED <br />EXISTING SUBGRADE <br />4" TOPSOIL AND SOD <br />8624 CURB AND <br />GUTTER <br />NOTES: <br />1. ALL DIMENSIONS ARE TO THE FACE OF CURB <br />UNLESS OTHERWISE NOTED. <br />2. 1.5' CLEARANCE MUST BE PROVIDED FROM THE <br />FACE OF CURB TO FIXED OBJECTS. <br />3. SEE SHEET 75 - 85 FOR LANDSCAPE PLANS. <br />4. SEE SHEET 86 - 88 FOR CROSS SECTION & <br />CROSS SLOPE INFORMATION. <br />INSET F <br />CURB & GUTTER <br />PLANTED MEDIAN <br />4" CONC. MAINTENANCE STRIP <br />INTEGRALLY COLORED <br />CONCRETE, TYPE A <br />1/2:1 SLOPE <br />8" CLASS 5 AGGREGATE BASE <br />APPROVED COMPACTED <br />EXISTING SUBGRADE <br />INSET A <br />10TH STREET NW <br />INSET B <br />OLD H WY 8 <br />INSET C <br />CONCRETE WALK <br />PROPOSED CONCRETE <br />WALK <br />Yz:1 SLOPE <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 />12" SELECT GRANULAR <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 />CURB & GUTTER <br />w <br />mlwll <br />mm <br />Im <br />` APPROVED COMPACTED <br />INSET H EXISTING SUBGRADE <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 />i <br />x160539005-TYP01.dwg <br />DESIGNED BY. LBM <br />p� >>� � <br />Ki le <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 />1p C -t 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 />VVV f 7 <br />B13GHI'ON CITY PROJECT 15-1 <br />S.A.P. 147-121-005 <br />J <br />CHECKED BY: EJF"°"f"� <br />2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST, PAUL, MN 55114 <br />aos om xynwey a <br />�_ <br />DATE: 1 /15/2015 <br />PHONE: 651-645-4197 <br />++w(aWan W bbf 18 <br />(abs) esa-lobo <br />Q <br />ERIC J. FOSMO, PE <br />y <br />WWW.KIMLEY-HORN.GOM <br />DATE: 1/15/2015 MN LIC. NO. 48761 <br />TYPICAL SECTIONS <br />C P 15-1 <br />U <br />PROJECT NO. 160539005 <br />