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m <br />SAW AND SEAL JOINT <br />TO BE MARKED IN FIELD <br />MID -BLOCK OR AT MANHOLE <br />5/8" <br />1/8" / <br />BOND BREAKER TAPE o <br />1/8" <br />D=TOTAL DEPTH OF BITUMINOUS <br />OR CONCRETE PAVEMENT <br />SAW AND SEAL JOINT <br />TO BE MARKED IN FIELD <br />TYPICAL SAW AND SEAL LOCATION <br />TYPICAL SAW AND SEAL JOINT <br />6'— 1/2' R <br />1:3 BATTE <br />1/2" R 3" R \ <br />- - Bim° 3 R ` <br />D <br />k24— <br />CURB & GUTTER DESIGN B624 <br />NO SCALE <br />4" CONCRETE (Mn/DOT 3A41) <br />6" AGGREGATE BASE, CLASS 7 <br />CONCRETE SIDEWALK <br />1:3 BATTE D � <br />3R <br />_ i D <br />O <br />� p _ <br />CURB & GUTTER <br />DESIGN B618 <br />NO SCALE <br />S CURB TAPER) <br />1/2" EXPANSION <br />R6 1/2" <br />F1 112" <br />3' R o <br />�ry \ <br />D <br />O � <br />121/2" 111/2' <br />CURB & GUTTER DESIGN S412 <br />NO SCALE <br />I I TRANSITION CURB <br />TRANSITION CURB CONTINUOUSLY FROM FLUSH <br />C @ SDWK/DRIVEWAY TO <br />CONTINUOUSLY FROM <br />SLOPE FULL HT. @ 6-10' AWAY. <br />ZERO @ DRIVEWAY TO <br />TO MATCH FULL HT. @ 6-10' AWAY. EXPANSION JOINT CONCRETE CURB & GUTTER <br />3"2360 WEAR COURSE -7 <br />fSLOPE SPWEB340C (PG 58-34) <br />TO MATCH 6" AGGREGATE BASE, CLASS 7 <br />EXPANSION W ,'+. W s (INCIDENTAL TO BITUMINOUS DRIVEWAY REPLACEMENT) <br />4' CONC. <br />ONC p 6' CONC N o 4 CONC. JOINT 4} ONC : ' O 6 CONC. ,, ro O ° 4 CONC. <br />BITUMINOUS DRIVEWAY REPLACEMENT <br />CURB AND GUTTER FLOW CURB AND GUTTER FLOW <br />LINE LINE TYPICAL DEPRESSED DRIVEWAY ENTRANCE <br />NON-RESIDENTIAL DRIVEWAY W/ OUT SIDEWALK <br />RESIDENTIAL DRIVEWAY WITH SIDEWALK <br />WITH SIDEWALK <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. P. <br />47-020-040, 062-619-033 <br />SHEE ll :. <br />XX <br />XX <br />XX <br />XX <br />XX <br />DETAILS <br />DESIGNED BY: DML <br />DRAWN BY: DML <br />CHECKED BY: CGS <br />DATE: 3-2-15 <br />PROJECT N0. 5-1 <br />. <br />\ <br />I � �" >>1 ®� � <br />1 <br />2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST, PAUL, MN 55114 <br />PHONE: 651-645-4197 <br />WWW.KIMLEY-HORN.COM <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A DULY <br />OF ENGINEER UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />AWS OF HE STATE <br />7 <br />E Of <br />B�GI�I'ON <br />/�/{//'"'"� <br />v<, s,ipr Nrc ,wra <br />leo l a... <br />COUNTY ROAD F/10TH STREET NW <br />STREET REHABILITATION <br />CITY PROJECT 15-1 <br />STREET DETAILS <br />13 <br />Q(� <br />89 <br />NO DATE REVISION <br />S. P. 147-020-041, 062-fi77-025 <br />NO DATE REVISION <br />NO DATE REVISION <br />S.A.P. 147-121-005, 147-109-002 <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 DATE REVISION <br />