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I I I <br />II II <br />I I I <br />I I <br />i I I <br />I <br />I I <br />I <br />I <br />BEGIN S.A.P. 152-105-002 <br />I I <br />z <br />I <br />� I <br />STA 10+00.00 <br />z <br />_ - <br />zzll I z <br />z� <br />I <br />_------------------- <br />ti 3 z a <br />z T <br />i <br />z <br />------- ------ <br />w L ry z <br />+ Q u 00 <br />REMOVAL LIMITS EXTEND UP TO <br />w Ln <br />tn------- _ ol`,---------� ----( <br />i <br />m oil <br />�� <br />Q o �---------------------------EH <br />-------------- 8 IN T CURB <br />z <br />w <br />Z OE'N,r�E---`- �'� •�� �•� <br />I ' <br />CU+ In . RY L1Nk ` -~ky- __-0 f�� n z- }— + <br />�O <br />\ _ <br />— - . <br />vii w m� / ' <br />L ----------- <br />I <br />— - — — —�_� <br />o+ L.. 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THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR <br />v <br />1. FIELD VERIFY AND MATCH ALL EXISTING DRIVEWAY WIDTHS. <br />o <br />w vi <br />S9 TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY <br />O <br />2. INSTALL A 4 -INCH SOLID DOUBLE YELLOW (EPDXY) ON THE <br />z <br />a Z GOPHER STATE ONE CALL, 1-800-252-1166 OR 651-454-0002. <br />CENTERLINE OF THE ROAD. <br />_ w <br />= <br />v, m <br />3. ROAD CROSS SLOPES ARE 2.0% UNLESS SHOWN ON THE PLANS. <br />ADDITIONAL PAVEMENT WARPING WILL BE REQUIRED AT INTERSECTIONS. <br />F <br />o THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. <br />4. INSTALL CURB & GUTTER AS DIRECTED BY THE ENGINEER. <br />< w <br />THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF <br />CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND <br />\ <br />5. CURB & GUTTER SHALL INCLUDE TAPERED ENDS. SEE DETAIL ON SHEET <br />1.11. <br />\DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." <br />6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE <br />RELOCATION OF POWER POLES. <br />\ <br />FOX <br />S <br />REE <br />975 <br />975 <br />VPI <br />3+82.96 <br />ELE <br />969:00 <br />uia <br />CURVE <br />EN=170.00 <br />m N <br />970 <br />. <br />.. <br />.. <br />... <br />... <br />.. <br />.. <br />`". L>„ <br />.. <br />... <br />..1D rn <br />.. <br />. <br />VPI 15+8Z' <br />42 <br />970 <br />ELEV 960.22 <br />co <br />i w <br />a <br />N <br />CURVE LEN <br />60.00' <br />m <br />965 <br />t <br />7- <br />-T— <br />---_ <br />w <br />965 <br />VPI 101+514.68 <br />" <br />: <br />ELEV 949.8 <br />5 <br />> <br />4.4095: <br />> w <br />ELEV 951 <br />03 .. <br />CURVE <br />LEN=8 <br />,00' <br />CURVE LEN` <br />0;00':: <br />'.::. <br />:. <br />: '.:: <br />:.: <br />E=1.01 <br />.,.. <br />: <br />.. <br />'.:. <br />....... <br />.. <br />.... <br />.. <br />.. .... <br />...... <br />...... <br />..:.... <br />CONSTRUCTION LEGEND <br />BITUMINOUS PAVEMENT — — — — <br />CONSTRUCTION LIMITS <br />E0.32 <br />t v <br />--- <br />960 <br />So lb <br />} <br />DO <br />b, or, <br />'.: <br />'.:� <br />� <br />ROAD CROSS SLOPE <br />o <br />955oa <br />m' .`n -I <br />�� <br />+ m <br />*oma' <br />o <br />m <br />Mwon <br />+ m + <br />N <br />m <br />>w <br />`y <br />3" BITUMINOUS DRIVEWAY X _ <br />TOP OF FINISHED <br />GRADE ELEVATION <br />955 <br />w u uJ <br />= <br />w <br />va <br />EXISTING C <br />NTERLINE P <br />FILE <br />w. > <br />> <br />AGGREGATE SURFACING CLASS 5 <br />H <br />O <br />PROTECT TREE <br />950 <br />2.20% <br />-_ <br />1.00% <br />_ <br />--_' <br />OA INSTALL GUARDRAIL OI <br />PROTECT LANDSCAPING <br />950 <br />PROPOSED <br />CENTERLINE <br />ROFILE <br />© SALVAGE & REINSTALL RETAINING WALL O 8612 CURB & GUTTER <br />� o <br />... <br />., <br />., <br />., : <br />., <br />., : <br />© INSTALL SALVAGED SIGN OK <br />81012 CURB & GUTTER <br />945 <br />Ln <br />o y <br />:: <br />.: <br />:: <br />, . <br />.., <br />OD PROTECT MAILBOX O <br />O RELOCATE MAILBOX O <br />PROTECT POWER POLE <br />RELOCATE POWER POLE (BY OTHERS) <br />945 <br />FO PROTECT DRIVEWAY O <br />GUTTER OUT CURB & GUTTER <br />940 <br />© PROTECT CULVERT OO <br />END TREATMENT- TANGENT TERMINAL <br />940 <br />m <br />m <br />::Lo <br />a <br />::: '.00 <br />g...,.. ,Ln <br />... <br />�:... ..n <br />: : :: v <br />....n <br />: : '.Do <br />n <br />: oo <br />�:.. m <br />:: aw <br />N .. ..N <br />'.Lo <br />w.. ....a <br />: .ti <br />.... N <br />�:.. <br />Lo <br />a <br />'.m <br />g: .. ..H <br />'.o <br />�:. ....o <br />: t+I'.v:.Lo <br />p .. ao <br />a. <br />.. o <br />.. ..a <br />: : . ao <br />....o <br />T: .. ..o <br />ry N <br />.. Ln <br />4 <br />o <br />m <br />m <br />ry <br />: '.d., <br />: uo <br />ry .. ..o <br />ru <br />g. a <br />:Lo <br />m .... .a <br />oa <br />w <br />n <br />J. <br />'.M'.n:.., <br />a r- <br />.... .w <br />,op... m <br />m <br />935 <br />...0 <br />' �� <br />'0-60 <br />�m <br />p.....0 <br />��: <br />.... O <br />C5, <br />�� <br />o.... O <br />on <br />... ..� <br />Mm <br />o. ....CD <br />M� <br />p ....� <br />M° <br />cH <br />M.::: <br />ti <br />N <br />Wim: <br />�m <br />.� <br />�m <br />h <br />�. <br />..� <br />�m <br />m ... rl <br />Mme: <br />.... M <br />Mm <br />N... C <br />m <br />... ..N <br />....� <br />�* <br />N ....� <br />�m <br />Wim:: <br />�.... <br />Wim: <br />N... <br />N. ....1 <br />�m <br />v M <br />�� <br />m ..N <br />Mm <br />N ... N <br />Wim: <br />N.... 'H <br />Mm:::�� <br />ti... <br />�. ..� <br />�m935 <br />10+00 11+00 <br />12+00 <br />13+00 14+00 <br />15+00 16+00 <br />2638 SHADOW <br />LANE, SUITE 200 <br />IIEV I-EDI.A DniE <br />HEREBY CERTIFY THAT TH15 PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME O0. <br />UNUERMY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER <br />UNDER T1E1W501THE STATEOFMINNESOTA. <br />DBIGNED S.A.P. 152-105-002 <br />Aw <br />SHEET <br />0 20 40 0 5 10 <br />CHASKA, MINNESOTA 55318 <br />BOLTON <br />CITY OF ORONO, MINNESOTA <br />5.06 <br />HOR2. VERT. <br />SCALE FEET SCALE FEET <br />S& M E N <br />Pone: <br />h <br />K Email: Chaska@6olton-menk.com <br />(952) 448-8838 <br />AKM <br />FOX STREET IMPROVEMENTS <br />CHECKED <br />OF <br />DAVID P. MARTINI <br />Bolton&Menk, Inc 2017, AIIR,ght,R...—d <br />—bolton-menk.com <br />26122 02/21/2017 <br />DPM FOX STREET PLAN &PROFILE <br />49 <br />H:\ORND\C13110828\CAD\C3D\110828AL1.dwg2/21/2017 1:30PM <br />DATE <br />