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�I <br />aFY <br />16+00 <br />Date I Revisions <br />oN <br />N m <br />00 W <br />V -POINT ELEV-876:f <br />POINT STA: 16+53. <br />PVI STA: 17+50.00 <br />PVI ELEV: 875.55 <br />AD: 6.37% _ <br />K: 43.19 _ <br />275.00' VC <br />_ ___rmurwLu it <br />________________ ___ NW � GRADE <br />17+00 <br />App. DRAWING NAME <br />x160539005-PPOl .dwg <br />DESIGNED BY. LBM <br />DRAWN BY: BCS <br />CHECKED BY: EJF <br />DATE: 1/15/2015 <br />PROJECT NO. 160539005 <br />K imIIe>>> H or-n <br />v <br />2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST, PAUL, MN 55114 <br />PHONE_ 651-645-4197 <br />WWW.KIMLEY—HORN.GOM <br />LEGEND <br />— — LIMITS OF CONSTRUCTION <br />10TH STREET <br />NW <br />1 <br />1 <br />I <br />1 <br />1 <br />PLAN FOR SCORING PATTERN AND <br />. <br />LID <br />oo <br />Ni <br />r� <br />o <br />C <br />B13GHrON CITY PROJECT 15-1 <br />CONCRETE DRIVEWAY PAVEMENT <br />0 <br />MN/DOT PROJECT S.P. 6284-171 <br />oo <br />m <br />r <br />+�w�eWan w bbf 18 10TH STREET NW <br />I <br />0 <br />(sb�) ess-lobo PLAN AND PROFILE <br />89 <br />1 <br />CIL INPLACE R/W <br />T <br />6 <br />COM COM <br />TEL EL- <br />COM COM COM <br />- <br />COM COM <br />TEL <br />COM COM COM <br />iPEL OH TEL P-nH <br />COM COM COM <br />TEL P-{ <br />w <br />M <br />OM CoM COM <br />CO COM <br />COM COM COM <br />COM CCM_ _ "C <br />00 2 <br />17+00 <br />�I - <br />18+00 <br />- 19+00 <br />J <br />MH 101 <br />- a <br />18-1100 <br />_ <br />a a <br />a air <br />GAS <br />EAS <br />GAS-6&sG1a5 <br />6ASTGAS <br />6 <br />C <br />4 <br />8 <br />END SAP 147-121-005 <br />II <br />L <br />I <br />INPLACE R/W <br />STA: 17+60.34 <br />1 6 <br />MATCH LINE, SEE SHEET <br />I 1 1 <br />XX FOR 2ND AVE NW <br />CONSTRUCTION PLAN <br />9 <br />13� <br />1 <br />1 <br />1 <br />1 <br />I I <br />i H I <br />I <br />16+00 <br />Date I Revisions <br />oN <br />N m <br />00 W <br />V -POINT ELEV-876:f <br />POINT STA: 16+53. <br />PVI STA: 17+50.00 <br />PVI ELEV: 875.55 <br />AD: 6.37% _ <br />K: 43.19 _ <br />275.00' VC <br />_ ___rmurwLu it <br />________________ ___ NW � GRADE <br />17+00 <br />App. DRAWING NAME <br />x160539005-PPOl .dwg <br />DESIGNED BY. LBM <br />DRAWN BY: BCS <br />CHECKED BY: EJF <br />DATE: 1/15/2015 <br />PROJECT NO. 160539005 <br />K imIIe>>> H or-n <br />v <br />2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST, PAUL, MN 55114 <br />PHONE_ 651-645-4197 <br />WWW.KIMLEY—HORN.GOM <br />LEGEND <br />CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION <br />ACTIVITIES WITH SP 6284-171 IMPROVEMENTS. <br />CONTRACTOR SHALL COORDINATE ALL PRIVATE <br />UTILITY ADJUSTMENTS AND RELOCATIONS. <br />HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION <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 />ERIC J. FOSMO, PE <br />DATE: 1/15/2015 MN DC. NO. 48761 <br />LEGEND <br />Q1 MATCH EXISTING PAVEMENT <br />20 CURB AND GUTTER (SEE TYPICALS) <br />Q MATCH EXISTING CONCRETE SIDEWALK <br />® PEDESTRIAN CURB RAMP WITH DETECTABLE <br />WARNING SURFACE <br />Q CONCRETE APPROACH NOSE DETAIL <br />MNDOT STD. PLATE NO. 7113 <br />© MATCH EXISTING CURB AND GUTTER <br />Q7 F&I I&I BARRIER, NEW CASTING, AND <br />INFI-SHIELD <br />® CONNECT TO EXISTING STORM SEWER (SEE <br />DRAINAGE TABULATION FOR DETAILS) <br />09 ADJUST GATE VALVE <br />10 ADJUST GAS VALVE <br />11 ADJUST FRAME AND RING CASTING <br />12 F&I CASTING AND MANHOLE TOP (SEE <br />DRAINAGE TABULATION FOR CASTING TYPE) <br />13 FURNISH AND INSTALL 6" GATE VALE AND <br />BOX, CONNECT TO EXISTING WATERMAIN <br />14 LANDSCAPE AREA (SEE LANDSCAPE PLAN <br />FOR DETAILS) <br />0 5 10 20 <br />VERTICAL <br />0 15 30 60 <br />HORIZONTAL <br />SCALE IN FEET <br />CITY OF NEW BRIGHTON <br />— — LIMITS OF CONSTRUCTION <br />SHEET NO. <br />BITUMINOUS PAVING <br />CONCRETE SIDEWALK (SEE LANDS( <br />PLAN FOR SCORING PATTERN AND <br />S.A.P. 147-020-041, 062-677-028 <br />COLOR) <br />B13GHrON CITY PROJECT 15-1 <br />CONCRETE DRIVEWAY PAVEMENT <br />MN/DOT PROJECT S.P. 6284-171 <br />0 <br />(BY OTHERS) <br />CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION <br />ACTIVITIES WITH SP 6284-171 IMPROVEMENTS. <br />CONTRACTOR SHALL COORDINATE ALL PRIVATE <br />UTILITY ADJUSTMENTS AND RELOCATIONS. <br />HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION <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 />ERIC J. FOSMO, PE <br />DATE: 1/15/2015 MN DC. NO. 48761 <br />LEGEND <br />Q1 MATCH EXISTING PAVEMENT <br />20 CURB AND GUTTER (SEE TYPICALS) <br />Q MATCH EXISTING CONCRETE SIDEWALK <br />® PEDESTRIAN CURB RAMP WITH DETECTABLE <br />WARNING SURFACE <br />Q CONCRETE APPROACH NOSE DETAIL <br />MNDOT STD. PLATE NO. 7113 <br />© MATCH EXISTING CURB AND GUTTER <br />Q7 F&I I&I BARRIER, NEW CASTING, AND <br />INFI-SHIELD <br />® CONNECT TO EXISTING STORM SEWER (SEE <br />DRAINAGE TABULATION FOR DETAILS) <br />09 ADJUST GATE VALVE <br />10 ADJUST GAS VALVE <br />11 ADJUST FRAME AND RING CASTING <br />12 F&I CASTING AND MANHOLE TOP (SEE <br />DRAINAGE TABULATION FOR CASTING TYPE) <br />13 FURNISH AND INSTALL 6" GATE VALE AND <br />BOX, CONNECT TO EXISTING WATERMAIN <br />14 LANDSCAPE AREA (SEE LANDSCAPE PLAN <br />FOR DETAILS) <br />0 5 10 20 <br />VERTICAL <br />0 15 30 60 <br />HORIZONTAL <br />SCALE IN FEET <br />CITY OF NEW BRIGHTON <br />S.A.P. 147-020-040, 062-619-033 <br />SHEET NO. <br />!p c1ty Of COUNTY ROAD F/ 10TH STREET NW <br />^ <br />L <br />W STREET REHABILITATION <br />S.A.P. 147-020-041, 062-677-028 <br />B13GHrON CITY PROJECT 15-1 <br />S.A.P. 147-121-005 <br />apt'" i.q Deport—t <br />aos om atc� s <br />+�w�eWan w bbf 18 10TH STREET NW <br />(sb�) ess-lobo PLAN AND PROFILE <br />89 <br />C. 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