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NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY N <br />4 o THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR W <br />j� <br />4114 <br />�(/ / i <br />�` <br />yam, ----- <br />i \ - <br />_ <br />2 2 <br />- O TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY ' <br />�OV i <br />^ c�NfDF <br />GOPHER STATE ONE CALL, 1-800-252-1166 OR 651-454-0002. <br />/ <br />m e <br />-" <br />\ X 2 <br />v <br />BEGIN S.A.P. 152-105-002 <br />i o STA lO+OO.00 <br />re � THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. <br />h <br />NDSB PE�Q <br />1 <br />m <br />O~ �-- THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF <br />----_ <br />S <br />-' <br />_------------ -- ------_--_ CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND <br />-------------- <br />MATCH EXISTING BITUMINOUS <br />* DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." <br />---------------------- <br />10 G <br />_-_ -oo <br />J <br />-----_---- <br />N - ------------ <br />" <br />-��P <br />-- --- ---_----- <br />W <br />y - <br />_ - -- - - - <br />--- - <br />REMOVAL LIMITS EXTEND UP TO <br />WPFDKS_-� <br />WLLIa- <br />THE CURB <br />--------- <br />02'BEHIND <br />95 <br />�Q,gs-- \ <br />o D ____ ------- <br />'ho �o a ° E- <br />Alp, , , <br />O`. <br />5 <br />l_ <br />17-9+00 <br />�m <br />-------------- <br />' <br />0 <br />------------- <br />'-, !'� �- \\ �x <br />- _ w , J <br />\ n'� <br />O <br />0 <br />y, \ �^1 <br />\ <br />c <br />_ `�`• `.� \��. '(+.ems S*00 `� N 'i2'��`4�� _� �H. /� 1Z7" <br />t4 <br />\ tey <br />� <br />_ <br />N _ <br />31b +00 <br />X' O <br />-SCA12T ARO <br />C <br />ou- END <br />CITY PROJECT � Z <br />No <br />_ / L <br />- - - 126+00 - ' <br />"� ou <br />- STA 129+28.81 <br />��E}C OR sroP 1 - . <br />r^�.t" �" v'' '' <br />CONSTRUCTION LEGEND <br />NO aAe - �� r`' <br />Y 1 LOT 9 \ _ ;-�, 'Q ao�� _ _ �- '`, X ' <br />{l ,_\ x - <br />= vy'�� <br />- -'' c <br />BITUMINOUS PAVEMENT <br />—CONSTRUCTION LIMITS <br />o <br />b L ou _ ( - <br />- ___ <br />-____ __ _________ - <br />\ <br />+ <br />Z o <br />3" BITUMINOUS DRIVEWAY <br />ROAD CROSS SLOPE <br />X _ TOP OF FINISHED <br />GENERAL NOTES:_ { -'- <br />GRADE ELEVATION <br />- ;- --- <br />1. FIELD VERIFY AND NTATCH-ALL-EXISTING DRIVEWAY WIDTHS. ;� \ ----- - - --- <br />`, <br />y <br />AGGREGATE SURFACING CLASS 5 <br />2. INSTALL A 4-INCH SOLID DOUBLE YELLOW(EPDXY)_ON­T+iE-- _ _ _ \ ___---- <br />CENTERLINE OF THE ROAD. — — — <br />O® <br />OH PROTECT TREE <br />_ _ _ — CONSTRUCTION LIMITS (TYP) <br />3. ROAD CROSS SLOPES ARE 2.0% UNLESS SHOWN ON THE PLANS. — <br />AO INSTALL GUARDRAIL <br />OI PROTECT LANDSCAPING <br />_ <br />ADDITIONAL PAVEMENT WARPING WILL BE REQUIRED AT INTERSECTIONS.�_ _ _ _ <br />© SALVAGE & REINSTALL RETAINING WALL <br />OJ B612 CURB & GUTTER <br />4. INSTALL CURB & GUTTER AS DIRECTED BY THE ENGINEER. ---- — --- <br />5. CURB &GUTTER SHALL INCLUDE TAPERED ENDS. SEE DETAIL ON SHEET 1.11. � --_� — -_ <br />C INSTALL SALVAGED SIGN <br />OK 81012 CURB &GUTTER <br />_ <br />6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE — — <br />- <br />OD PROTECT MAILBOX <br />O PROTECT POWER POLE <br />L <br />RELOCATION OF POWER POLES. <br />/ <br />0 RELOCATE MAILBOX <br />O RELOCATE POWER POLE (BY OTHERS) <br />Fr R <br />O <br />O PROTECT DRIVEWAY <br />O GUTTER OUT CURB & GUTTER <br />1 1 \ <br />960 <br />GO PROTECT CULVERT <br />OO END TREATMENT- TANGENT TERMINAL <br />960 <br />VPI 127+ <br />6.27 <br />,ELEV 947.8 <br />7 <br />CURVE LEN <br />144.00 <br />ro m <br />955 <br />E=. <br />ao mos <br />; <br />' a <br />955 <br />.VPI 126+53 <br />49 <br />w <br />VPI 124+07 <br />26 -.. <br />-.. <br />::: <br />:: <br />.: <br />ELEV.939:. <br />URVE LEN-105.001-> <br />7 <br />-..: <br />: <br />:F LLr <br />> <br />950 <br />ELEV 935.1 <br />-," <br />950 <br />URvrTFN_=. <br />.. <br />... <br />.. <br />..,.. <br />...,.. <br />.,. <br />.,. <br />... <br />N:. <br />.., <br />......1.1. <br />o <br />._ ... <br />.. <br />.... <br />E-0.20' <br />off: <br />N J <br />945 <br />a " <br />945 <br />., <br />.. <br />ry n. <br />... <br />.. <br />.. <br />m <br />.... <br />... <br />06 <br />OY.. <br />PROPO1.SE <br />CENTERLINE <br />PROFILE. <br />.,. <br />�: 0/ <br />.. <br />:: <br />.. <br />:: <br />.. <br />::. <br />... <br />.. <br />.. <br />... <br />... <br />., <br />.,. <br />.,. <br />.. <br />, <br />C Oi <br />N <br />WL <br />W <br />940 <br />a <br />w <br />940 <br />o �. . <br />:1.88 <br />0 <br />--.— <br />0.82% <br />- - <br />-- <br />.. <br />EXISTING <br />C 'dRLINE <br />w.:.. <br />PROFILE <br />935 <br />—.-.—.—.— <br />.— <br />..... <br />....... <br />...... <br />....... <br />..... <br />.. ... <br />...... <br />... <br />........ <br />F <br />.. ... <br />.. <br />...... <br />....... <br />.. <br />... <br />...... <br />....... <br />.. <br />.. <br />..... <br />935 <br />930 <br />.. . <br />. .. .... <br />.. . .. <br />930 <br />925 <br />925 <br />al <br />.M <br />: ry <br />'.:.V <br />�.: .l0 <br />O <br />N. .cq <br />n <br />�. .Ol <br />M <br />P. c-1 <br />:', :.0 <br />�: .m <br />ry <br />.Lq <br />: Ot <br />m. .ar <br />n <br />ry <br />�: n <br />�. .M <br />n N <br />M <br />.I[I <br />m. .ar <br />O <br />`�: c-1 <br />�. .OY <br />.n <br />N <br />"IF! <br />Lq <br />v .ar <br />O. .O <br />m. ry <br />O. LD <br />4: <br />920`"' <br />Oi <br />-.:-m <br />'Ol <br />,6 <br />^' .::m <br />m 'Ol <br />.lD <br />"+ .::--^'�"+ <br />m 'Ol <br />W. i0 <br />:: ^''^ <br />m Ol <br />'0 .lD <br />::-.. -^'�., <br />m 'M <br />6 h <br />-. ...mM <br />m '01 <br />'6. .F <br />....mm <br />m 'Ol <br />^ .h <br />-::-mm <br />m M <br />^ h <br />.:-,-, mm <br />m M <br />^ W <br />-, -,,: m"+ <br />m 'M <br />pj. W <br />m�, <br />m C` <br />�. .Ol <br />-m <br />a On <br />�, O <br />^� .: -. a <br />n Oi <br />a- <br />Oi <br />ry <br />-.::- am.::: <br />m on <br />M <br />v`v <br />'Ol <br />vl <br />am <br />m On <br />9. VO <br />::..a� <br />'M <br />N lD <br />....am <br />"M <br />.h <br />::..am <br />'Ol <br />^ :... <br />DO <br />va <br />M <br />�. Do <br />-. -. ay.: <br />m 'M <br />.. DO <br />av <br />m 'M <br />.. .� <br />:..vv <br />m 'Ol <br />.� <br />..vv.:.am <br />m -Ol <br />m 'M <br />: -. <br />-. -. <br />:: <br />-. <br />920 <br />124+00 125+00 126+00 127+00 <br />128+00 <br />129+00 <br />130+00 <br />0 20 40 0 5 10 <br />2638 SHADOW LANE, SUITE 200 <br />CHASKA, MINNESOTA 55318 <br />BOLTON <br />FEV BFB <br />BniE <br />HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, <br />UNDEP MY RIPE SUPERVISION NO HATI <br />UNUFFTHEUWSOFTHE STATEOFMINNESOTA. <br />OR REPORT WAS PREPARED BY ME O0. <br />AMA DULY LICENSED PROFESSIONALENGINEER <br />S.A.P. <br />��N <br />DRAWN CITY OF <br />152-105-002 <br />ORONO, MINNESOTA <br />SHEET <br />5.05 <br />HOR2. VERT. <br />Pone: (952) 448-8838 <br />h <br />AKM <br />OF <br />SCALE FEET SCALE FEET <br />& M E N K Email: Chaska@bolton-menk.com lton-menk.com <br />FOX STREET <br />cxEcxEB <br />IMPROVEMENTS <br />DAVID P. MARTINI <br />Bono\C.O,Inc 2017, All Rights Reserved <br />www.bolton-menk.com <br />26122 <br />02/21/2017 <br />DPM FOX STREET PLAN & PROFILE <br />49 <br />H:\ORNO\[13110826\CAD\C3D\110828ALl.dwg 2/21/2017 1:30 PM <br />DATE <br />