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n <br />: <br />J <br />I II I <br />I I I I <br />I II <br />MATCH EXISTING <br />I II <br />SIDEWALK <br />II I I I <br />n <br />FOOTING TO <br />REMAIN 894.50 <br />LANDING <br />893.86 894.50 <br />GUTTER LINE LANDING <br />MATCH EXISTING <br />Z 894.14 SIDEWALK <br />00 GUTTER LINE ------------------- <br />¢ 894.40 <br />894.12R TOP OF RAMP <br />GUTTER LINE <br />_--_--_-_- -_-__------- ---_--_-- <br />n - <br />------------ <br />J <br />0 894.10— <br />GUTTER <br />94.10 GUTTER LINE GUTTER LINE <br />894.08 <br />GUTTER LINE <br />0+00 8TH STREET NW <br />895.46 <br />895.58 GUTTER LINE <br />GUTTER LINE 895.16 <br />GUTTER LINE <br />895.78 894.84 <br />GUTTER LINE GUTTER LINE <br />Z-- --- <br />00 895.90 <br />895.85 <br />GUTTER LINE <br />TOP OF RAMP -- <br />896.19 MATCH EXISTING <br />= GUTTER LINE SIDEWALK <br />n <br />Jf�CI-895.93 <br />0 LANDING <br />MATCH EXISTING <br />SIDEWALK <br />II I I II <br />II I II <br />I I I II <br />II I I II <br />III > I II <br />889.76 <br />GUTTER LINE z <br />890.08 LLI <br />LANDING <br />111 I� Z I I <br />SIDEWALK uJ <br />890.30 i <br />889.76 Q <br />- GUTTER LINE <br />MATCH EXISTING <br />SIDEWALK ° <br />------------ 890.00 CD <br />LANDING +l II <br />889.71 <br />----- -----GUTTER LINE <br />890.00 <br />LANDING <br />889.2Tfff��' <br />8 <br />GUTTER LINE <br />889.66 <br />GUTTER LINE <br />I II <br />�\ 13+00113+04 <br />S III <br />CL 8TH STREET NW II <br />I II <br />I II <br />I II <br />II <br />I 111 <br />I II <br />------- --------------------- <br />V-01 <br />— I II <br />�A I II <br />I I III <br />— 111 j i II <br />I I II <br />NOTES: <br />CONTRACTOR SHALL CONSTRUCT <br />PEDESTRIAN CURB RAMPS IN <br />COMPLIANCE WITH THE <br />"PEDESTRIAN CURB RAMP <br />DETAILS" SHEETS. <br />0 10 20 <br />HORIZONTAL <br />SCALE IN FEET <br />I <br />n NO. <br />Dote <br />ReviSIOYIS <br />DRAWING NAME <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION <br />CITY OF NEW BRIGHTON <br />S.A.P. <br />147-020-040, 062-619-033 <br />SHEET NO. <br />o NO <br />DATE <br />REVISION <br />INTERSECTION DETAIL <br />DESIGNED BY: DML <br />■ <br />KI m I >>> Horn <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />D SUPERVISION AND THAT AM A DULY <br />LICENSED ENGINEER UNDER THE <br />Of <br />COUNTY ROAD F/10TH STREET NW <br />STREET REHABILITATION <br />14 <br />147-020-041, 062—fi77-028 <br />NO <br />DATE <br />REVISION <br />Lxx <br />DRAWN BY: DML <br />v 1 <br />LAWS OF THE STATE OF MINNESOTA. <br />LAWS OF HE STATE OF <br />NEW <br />N <br />'BRIGHTON <br />CITY PROJECT 15-1 <br />S.A.P. <br />S.A.P. <br />147-121-005, 147-109-002 <br />v NO DATE REVISION CHECKED BY: CGS. <br />/1 <br />Engineer°"9 Depmtrr t <br />�. <br />z NO <br />DATE <br />REVISION <br />DATE: 3-2-15 <br />2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST, PAWL, MN 55114 <br />PHONE: 651-645-4197 <br />eos oaa Ai.ghwny e <br />>rw(651) 6n NN 55112 <br />(ssr) sse-zosg <br />CRAIG G. SCHLICHTING <br />'� <br />WWW.KIMLEY-HORN.COM <br />3-2-15 41295 <br />INTERSECTION DETAILS <br />S. A. P. <br />147-110-011 <br />89 <br />NO <br />7 <br />DATE <br />REVISION <br />PROJECT N0. 15-1 <br />DATE: MN LIC. NO. <br />