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LEGEND <br />Q F&I I&I BARRIER, NEW CASTING, AND 13 FURNISH AND INSTALL 6" GATE VALE AND 1 <br />00 <br />LEGEND <br />INFI-SHIELD BOX, CONNECT TO EXISTING WATERMAIN <br />% ALn <br />Q1 MATCH EXISTING PAVEMENT <br />14 LANDSCAPE AREA (SEE LANDSCAPE PLAN PE <br />CONNECT TO EXISTING STORM SEWER (SEE O FOR DETAILS) <br />8 <br />Iw <br />1 <br />INSTALL NEW RINGS AND <br />- — — — <br />- LIMITS OF CONSTRUCTION <br />Q CURB AND GUTTER (SEE TYPICALS) <br />DRAINAGE TABULATION FOR DETAILS) <br />oo <br />I <br />CASTING <br />© <br />BITUMINOUS PAVING <br />Q MATCH EXISTING CONCRETE SIDEWALK <br />09 ADJUST GATE VALVE RIGHT TURN LANE I � l / <br />-12 <br />1 <br />` <br />14 I <br />,, <br />CONCRETE SIDEWALK (SEE LANDSCAPE <br />PLAN FOR SCORING PATTERN AND <br />® PEDESTRIAN CURB RAMP WITH DETECTABLE <br />lo <br />10 ADJUST GAS VALVE INSTALL 88 LF I 6 20 <br />CHAIN LINK FENCE PTF <br />CB H-1 <br />�' 8 <br />� <br />1 <br />� <br />I <br />COLOR <br />CONCRETE DRIVEWAY PAVEMENT <br />WARNING SURFACE <br />5 <br />Q CONCRETE APPROACH NOSE DETAIL <br />MNDOT STD. PLATE N0. 7113 <br />j <br />11 ADJUST FRAME AND RING CASTING I <br />PE <br />14' <br />12 F&I CASTING AND MANHOLE TOP (SEE aNsF°R"ER - <br />pn�'� <br />CB -11 <br />4 1 BEGIN SAP 147-121-005 <br />n STA: <br />d <br />!: <br />qv 14 <br />MN DOT PROJECT S.P. 6284-171 <br />(BY OTHERS) <br />MATCH EXISTING CURB AND GUTTER <br />DRAINAGE TABULATION FOR CASTING TYPE R/W I 4 <br />) 7 �YLLLLLL <br />� <br />T <br />TESI <br />-�INPLACE <br />I� -�- - --� <br />3 T-��"-- I <br />TEL <br />7 <br />uG <br />� <br />� INP R/W <br />r--------------- -I- - ---- _ s" <br />6 Z,`aivl C - <br />C OM <br />C <br />� � 6 1 <br />- - - - <br />—COM <br />--- COM -� QOM COM ' <br />_— ��-�EL tEL <br />COM OM OM COM NI�'�C <br />_ _ _ - <br />---------- :. _ � <br />TEL T L TEL <br />Or <br />TEL <br />Y= <br />T - <br />E <br />- COM. _ C 01.1- <br />�P _ - <br />_TT4 _FT <br />TEL <br />- <br />-' - <br />0 <br />- - - - -2 —W <br />�_ 22+�00 <br />cD 9 <br />END 1 5 TA ER <br />1+00 <br />0+00 _ - _ EXCB 114 <br />- r <br />2+00 +00 4+00 2 5+0 <br />a <br />12 12 6+0 <br />0 <br />+68 5 'PRT <br />a W 7 8, 5.07 <br />-,7+00 2 <br />7 0 <br />8 <br />00 <br />0+ 00 <br />9 o - <br />7 <br />5 GAs ,:..GAs <br />- <br />rGAS <br />GAS _� =SAS <br />1 pl: 6+0 <br />GAS GAS—GAS—GAS GAS S GAS GAS. GAS GAS GAS GAS GAS <br />GAS GAS GAS GAS—G <br />AGAS GAS —OAS—GAS— <br />.9 <br />G 5 GAG <br />4 <br />GAS GAS <br />6 <br />AS 6 <br />_ <br />W <br />GAS <br />LLG -_- <br />6 <br />U6- ------------------ -- - - - - -- - <br />P_UG <br />GAS <br />GAS GAS <br />� <br />AS <br />GAS—GAS <br />-� <br />� <br />GAS <br />- <br />-- -- - - -- -- -- -- <br />j <br />I <br />10 1� T <br />L <br />o o <br />INPLACE R W <br />of ,��I, INPLACE R/W 3 <br />�,. <br />+ m � 10TH STREET NW <br />INSTALL NEW RINGS AND <br />o I BEGIN SAP 147-020-040 CASTING <br />+ SAP 062-619-033 <br />"' BMH- 11 <br />� <br />o <br />11 1 + <br />1 + <br />4 <br />0 5 10 20 <br />STA: 0+29.10 <br />o <br />6 i OFFSET WATERMAIN TO AVOID END SAP 147-020-040 <br />U i STORM SEWER CONFLICT SAP 062-619-033 <br />6 <br />/ <br />�Y <br />VERTICAL <br />o <br />STA: 5+59.86 <br />14 <br />2 <br />0 15 30 60 <br />3 <br />CONTRACTOR SHALL COORDINATE ALL PRIVATE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION <br />UTILITY ADJUSTMENTS AND RELOCATIONS. ACTIVITIES WITH SP 6284-171 IMPROVEMENTS. OLD HIGHWAY 1 1 <br />I <br />I11 <br />��HORIZONTAL <br />1 <br />SCALE IN FEET <br />M <br />OD 00 <br />c0 d c0 N So d- m n M o <br />4 <br />OD b0 00 00 oo00 00 B N N <br />D <br />.3..;M- <br />00 <br />r, <br />o <br />W W oD <br />N N <br />bD OD <br />03 bD <br />10 <br />EXCB-114 <br />910 <br />IE IN 879.85 (W <br />900 <br />m <br />900 <br />o . <br />(D <br />o <br />EXISTING 1OTF STREET NW G ADE <br />o <br />Uw <br />�W <br />890 <br />w <br />-0.53Y <br />-------- <br />880 <br />--------- <br />---- - - - <br />-------------- <br />------ -------- <br />------- -- <br />-- <br />--------I <br />--- <br />NG 6 D WATERMAIN <br />I <br />------- -______ --- <br />-- <br />870 <br />---------------- --- <br />;R <br />SAN SEWER <br />EXISTING 12 <br />DIIP bAN bLWLI< <br />EXISTING 0" VeP SAN SE <br />860 <br />850 <br />850 <br />840 <br />840 <br />1+00 <br />2+00 3+00 4+00 5+00 <br />6+00 <br />7+00 <br />8+00 <br />No. Date Revisions <br />App. DRAWING NAME <br />HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />CITY OF NEW BRIGHTON <br />S.A.P. <br />147-020-040, 062-619-033 <br />SHEET N0. <br />x160539O05_PPO1.dwg <br />DESIGNED BY: LBM <br />KI ,�>o Hor-n <br />DIRECT SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER UNDER THE <br />Cl_STREET <br />COUNTY ROAD F/ 10TH STREET NW <br />REHABILITATION <br />25 <br />S.A.P. 147-020-041, 062-677-028 <br />DRAWN BY: BCS <br />LAWS OF THE STATE OF MINNESOTA. <br />1�BVi�';�YYii''GHPON <br />CITY PROJECT 15-1 <br />S.A.P. <br />147-121-005 <br />CHECKED BY: EJF <br />2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST, PAUL, MN 55114 <br />D p -t -.t <br />abs bra xipkwep a <br />a:w <br />10TH STREET NW <br />ERIC J. FOSMO, PE <br />DATE: 1/15/2015 MN DC. NO. 48761 <br />C P <br />15-1 <br />DATE: 1/15/2015 <br />PHONE: 651-645-4197 <br />WWW KIMLEY-HORN.GOM <br />86 f baa- 06pb6f18 <br />PLAN AND PROFILE <br />Q <br />V 9 <br />PROJECT NO. 160539005 <br />