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LEGEND <br />CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION <br />LEGEND (2) F&I I&I BARRIER, NEW CASTING, AND <br />( MATCH EXISTING PAVEMENT INFI-SHIELD <br />----- <br />© <br />LIMITS OF CONSTRUCTION <br />BITUMINOUS PAVING <br />CONCRETE SIDEWALK (SEE LANDSC <br />ACTIVITIES WITH SP 6284-171 IMPROVEMENTS. <br />CONTRACTOR SHALL COORDINATE ALL PRIVATE <br />02 CURB AND GUTTER (SEE TYPICALS) ® CONNECT TO EXISTING STORM SEWER (SEE <br />DRAINAGE TABULATION FOR DETAILS) <br />Q MATCH EXISTING CONCRETE SIDEWALK <br />Q9 ADJUST GATE VALVE <br />� <br />PLAN FOR SCORING PATTERN AND <br />COLOR) <br />CONCRETE DRIVEWAY PAVEMENT <br />MN/DOT PROJECT S.P. 6284-171 <br />UTILITY ADJUSTMENTS AND RELOCATIONS. <br />10TH STREET NW <br />® PEDESTRIAN CURB RAMP WITH DETECTABLE <br />WARNING SURFACE 10 ADJUST GAS VALVE <br />Q CONCRETE APPROACH NOSE DETAIL 11 ADJUST FRAME AND RING CASTING <br />MNDOT STD. PLATE NO. 7113 <br />O <br />O <br />-I- <br />n9 <br />z <br />0 (BY OTHERS) <br />BEGIN 1:, ,TAPER <br />8+34.30, 8.07' LT <br />COM COM COM COM C —COM <br />L TEL - — SE <br />— <br />2 <br />:7T <br />© MATCH EXISTING CURB AND GUTTER 12 F&I CASTING AND MANHOLE TOP (SEE <br />DRAINAGE TABULATION FOR CASTING TYPE) <br />INPLACE R/W 13 FURNISH AND INSTALL 6" GATE VALE AND <br />3 BOX, CONNECT TO EXISTING WATERMAIN <br />13 13 4 4 13 - _ -- = ql I 14 LANDSCAPE AREA (SEE LANDSCAPE PLAN <br />O C cv FOR DETAILS) <br />_ — T -a �01,T COM CnM <br />- �C� T TEL TEL T M COM COM COM COM COM COM COM ] / OM <br />�4 T rEL TEL TEL �e <br />Vie+�RMae©i� e® O ��aoMP-OH e r� H�� £�M ��a-� T P cL E <br />- _ - - -- - <br />2 4 2 00— <br />I I <br />CO <br />®H _ <br />O <br />+ <br />L� <br />z <br />0 Y _.,v 9+00 <br />a~ <br />U AS GAS A GAS G <br />CBMH-110 ����' <br /><• ;.:. •: <br />> <br />L _ T <br />8 6 6 <br />12 3 <br />1 <br />a <br />POUR CURB AND GUTTER TO d <br />MATCH EXISTING CATCH BASIN, <br />INSTALL NEW RINGS AND CASTING <br />INPLACE R/W 1 <br />4 12+00 7 13+00 1' 15+00 <br />10 0 w F., a� - �� - —� - — SI*- <br />_ _, , <br />a 7 H 2 5 H ti� �� CB -104 2 CBMH-103 ��o <br />G GAS $ B AJ 106 CB -1 GS GAS — S O <br />C y — —'— — — — — — — — — — — — — — — — — — <br />AS •"-•aGAS�AS` _ <br />PE 16 INPLACE R/W � _ 6 1 <br />6 1 I 4 2 TE I 1 PROTECT EXISTING <br />t_ I I RET. WALLS CONNECT TO EXISTING <br />-�� _ STORM SEWER <br />INPLACE R/W 6 1 <br />1 6 <br />z 1 MATCH LINE, SEE SHEET 9 I <br />Al I ATCH LINE, SEE SHEET I 1 XX FOR 2ND AVE NW 1 <br />— <br />1 = _= XX FOR 3RD AVE NW I a CONSTRUCTION PLAN <br />CONSTRUCTION PLAN — <br />° _ _ _ _ <br />�y/ 1 <br />- <br />I <br />3 <br />z <br />¢ <br />N <br />U <br />C <br />0 5 to 20 <br />VERTICAL <br />0 15 30 60 <br />HORIZONTAL <br />SCALE IN FEET <br />O <br />I� 0004 W 01 <br />M N 10 <br />01 <br />N N <br />rn <br />a0 �� n� n Dd n r <br />00 <br />0J <br />910 <br />HIGH POINT LEV: 880.14 <br />910 <br />+ A: + 9. <br />PVI S A: 10+60.00 PVI STA: 12+50.00 <br />CBMH-103::q <br />PVI EV: 879.40 PVI ELE 880.35 <br />A): 1.67% AD: .46% <br />CB -104 12.00' RT <br />900 <br />: 74.55 K: 9.35 <br />900 <br />V <br />PROPOSED 10THRE <br />878 71 RR79 A7 <br />STREET NW G ADE ° - c� 00 <br />N <br />DIA MHCB R- 067-V N • O <br />r- <br />890 <br />co 0 <br />� cm <br />890 <br />rn ao <br />Mao EXISTING 10T STREET NW G ADE <br />Ld <br />to 0 <br />t%I U <br />-1 1 <br />w <br />880 <br />- <br />050% m <br />w <br />880 <br />" <br />o <br />-- <br />------II11 <br />I <br />I---------- <br />870 <br />-- <br />- <br />- -- <br />--- - _EXISTING 6 CIP WATERMAIN _—_I—____ <br />___ LXI�iIING (i 011' WAI <br />870 <br />_ _ <br />— 6 DIP W STING 15 R -- _ -- --------------------__ - ---------—__ =�== =—----_===�_- - - -_-_ <br />----- <br />-------- <br />---------------- - <br />--- ------ -- - <br />_ <br />EYSTING - --- <br />" VCP SAN SEWER - - <br />XISTING 10 VCP SAN SEWEI <br />EXISTING 10 A <br />860 <br />3=- <br />CONN ECT-r0-E,7STnTG-ST0RM-SE <br />17LF 15 RCP ® 1.0 % C 3-105 <br />183117 - 15" RCP 1: <br />860 <br />X3'CEI <br />8 - 15 RCP ®1 00% <br />850 <br />850 <br />840 <br />840 <br />8+00 <br />9+00 <br />10+00 11+00 12+00 13+00 14+00 15+00 <br />16+00 <br />No. Dote <br />ReVISIOf1S <br />App. DRAWING NAME <br />x160539005-PPOl.dwg <br />DESIGNED BY: LBM <br />BY: BCS <br />KI I�>>� Hor—n <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 />CITY OF NEW BRIGHTON <br />t Of COUNTY ROAD F/ 10TH STREET NW <br />! Cl_STREET REHABILITATION <br />1�BVi�';�YYii''GHPON CITY PROJECT 15-1 <br />S.A.P. 147-020-040, 062-619-033 <br />SHEET N0. <br />C <br />Z6DRAWN <br />S.A.P 147-020-041, 062-677-028 <br />S.A.P. 147-121-005 <br />CHECKED BY: <br />DATE: <br />EJF <br />1/15/2015 <br />2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST, PAUL, MN 55114 <br />PHONE: 651-645-4197 <br />WWW KIMLEY-HORN.COM <br />ffiWi—aro D p-t—t <br />aoa Ora xipkwep a <br />bbfl8 10TH STREET NW <br />M�(861) M-2060 <br />PLAN AND PROFILE <br />Q <br />V 9 <br />ERIC J. FOSMO, PE <br />DATE: 1/15/2015 MN DC. NO. 48761 <br />C P 15-1 <br />PROJECT NO. 1605,390051 <br />