Laserfiche WebLink
I I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />/ I <br />4'CONCRETEAPRON 75905ELK <br />]5-501-0115 <br />I I <br />I / <br />I I <br />RIVER <br />PREMIER ELK RIVER LLC <br />1572 5LST NW <br />I HOULE ELK RIVER REAL ESTATE, LLC <br />15683 JARVIS STREET NW <br />]5-013-4405 <br />I / 4' CONCRETEAPRON <br />BIG C DEVELOPMENT, LLC I I <br />4CONCRETEAP ON I 75-805-0105 <br />4' CONCRETE AP RON ' ly I <br />s*� <br />6, <br />I <br />CONSTRUCT 36'F/F <br />8618 CONCRETE CURB AND GUTTER <br />I LOCAL OIL Co, OFANOKA, INC <br />I 157]] JARVIS ST NW <br />I I <br />1 <br />I d <br />• ai____�„ """ <br />i <br />P ER TV P I CA L SECTI O N A/C 1.01-_--- <br />\ <br />e ♦\ i <br />I <br />AI ��l - I 1I _p_ m-0-___-. <br />,A ,7- <br />.......�v �_ -__ - <br />-_- <br />!.11 X <br />a <br />,9 <br />.. ... .... ... <br />0 <br />7r--T----723 �za <br />--- <br />----- <br />=nTj- <br />6� �xV� .�iHV..— o.t..•Ml -�1_ <br />O <br />�� © <br />II II <br />11 ^" <br />SLOPE LIMITS (TVP.) <br />4S CONCRETE APRON <br />I <br />a I 75-509-0180 EDDY, ROBERT <br />II <br />220 LF 8618 CURB &GUTTER m K <br />4' CONCRETE APRON IS]90JARVISSTNW <br />]5-811-0105 <br />BEEN ER PROPERTIES, LLC <br />i <br />/ <br />I 15688 JARVIS <br />ST NW <br />4' CONCRETE APRON / <br />I <br />I <br />II <br />II 125 LF B618 CURB & GUTTER <br />/ <br />11 I CONSTRUCTION OF RAILROAD CROSSING SECTIONS AND <br />I <br />I <br />v% GATE ARMSTO BE COMPLETED BY OTHERS. SEE <br />=CONSTRUCT CONCRETE CURB CUT <br />II <br />I <br />I SPECIFICATIONS FOR COORDINATION REQUIREMENTS. <br />CO <br />P ER DETAIL ON SHEETC8.03. <br />I <br />__ <br />I <br />I <br />JARVIS STREET NW <br />0 <br />930 <br />20 <br />8 <br />LP. 12 <br />+98.20 <br />: HP 13 <br />+01 63 <br />z <br />LP <br />+91 <br />LP EL <br />392.73 <br />VPI <br />12+00. <br />LP EL % <br />O] <br />VPI 1 <br />8+00 <br />EL <br />8 )4.63 <br />VP f.1 <br />2+50 <br />_ <br />:::EL 8 <br />254 <br />A' <br />02% <br />7.0 <br />EL ,B <br />A=. <br />075 <br />.39% <br />w> <br />A- <br />K=1 <br />02% <br />7.07 <br />K-16]4 <br />L= <br />50 <br />EXI <br />TING CL PRO <br />ILE <br />L= <br />00 <br />�$ <br />DE <br />IGN CL PROF <br />LE <br />00 <br />gm <br />0.9 <br />70 <br />- <br />_ <br />_ <br />Cc. <br />— <br />--- <br />1 <br />5+60 ]9 (16 <br />TH JARVIS) <br />L.:893 <br />50 <br />125+.76.721 <br />65TH-JARVIS <br />EL: 893.62 <br />880 <br />C <br />RTRACKS <br />GLRRTRACKS <br />8801 <br />870 <br />870 <br />860 <br />96D <br />m <br />121+00 <br />122+00 <br />123+00 <br />124+00 <br />125+00 <br />126+00 <br />127+00 <br />128+00 <br />129+00 <br />130+00 <br />131+00 <br />132+00 <br />SAP 204-135-001 <br />204-107-007 <br />SAP <br />204-114-003 <br />204-116-002 <br />xou. <br />1� 21D <br />®o veal. ® <br />scnLe reel <br />a PE��, P"ggqi w� <br />orEssio OELowEE <br />BOLTON & MENK, INC. <br />Co .Iil EIDER,.... A, Surve <br />nByore <br />°"" <br />ELK RIVER, MINNESOTA <br />2015 STREET IMPROVEMENT <br />PROJECT <br />SEEET <br />C6.09 <br />cw.sxn, N 'AM RMN TeR, mN <br />5' MN MAPLEW­MN —TER, <br />Uj� <br />JARVIS STREET NW <br />