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I I I <br />II i I I <br />I II <br />I I I <br />I I I <br />I I I <br />I <br />Do <br />p <br />/ISV1 w <br />I I I Z w <br />o z z2 = <br />w N O F N <br />Z B- O z F z w <br />u, C0 O In 0 N <br />_ = z �J CLEAN DITCH IN THIS AREA z 1= <br />cJ vl o¢ m m 1 N - o ¢a' vI <br />-------------------------------------------------------- <br />z <br />CONSTRUCTION LIMITS (TYP) <br />----- ---------- o f-� m---------------- N a -----------L L-- c 0 z <br />-------------------------- ------ <br />z cH U + F — 0+0 F ---------------- —J <br />1`1 <br />11 <br />i-�w-�z-- ¢Z, _ _ — -- —° -- -- — — -- — — -- -- — — <br />., m � w ` LANDSCAPE L~iL w� <br />ut (MULCN�__- f"1 fie'— _ _ _ - " <br />L1— _ - __-___ _ _ , <br />® �C 3 - - 28' _ - m ouesT � .`t,.t°,`=i..l��n - -_ - ==- i Sy � ------------- <br />------ -- ----------- <br />E3 <br />------- - - ----- <br />---- 44_.x'- .,� SLI -- % % I ! ; ' ,.?''..,�"' c tlrx , -' ---,rn ' ''_`C'u ct�.. <br />- - ---- -- r / ®cA DUES cH ® C <br />--- /C D D r_u c -kJ Y -- D _.q _ - cENT,;F� <br />- --i-�- -- r- - <br />, <br />TENT .--DINI d ---- - - e - <br />, x _ <br />OB -B FOX STREET <br />19+00 20+00 21+00 22 00 1 <br />-- - -- <br />l!i A W N N 1 N .tCEL—` 1 _ N <br />O O O O O 10 <br />XC <br />_ - s WOOD POSTS �` ;E e 6' wog0 aqs. _ tiW�ol <br />Pr -- -- -' --- -- ,OFO S <br />— — — — — — — — — — — — — — — — — — — — — — — — — - <br />-r <br />ry o _ _ <br />_ _ _ A __ __ __ _ _ ____ ,. 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THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR Q BITUMINOUS PAVEMENT — — — —CONSTRUCTION LIMITS <br />N <br />CENTERLINE OF THE ROAD. TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY Lu O -1 ROAD CROSS SLOPE <br />¢ w 3. ROAD CROSS SLOPES ARE 2.0% UNLESS SHOWN ON THE PLANS. GOPHER STATE ONE CALL, 1-800-252-1166 OR 651-454-0002. m TOP OF FINISHED <br />U'' ADDITIONAL PAVEMENT WARPING WILL BE REQUIRED AT INTERSECTIONS. Lu 3" BITUMINOUS DRIVEWAY x = <br />GRADE ELEVATION <br />4. INSTALL CURB & GUTTER AS DIRECTED BY THE ENGINEER. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. <br />5. CURB & GUTTER SHALL INCLUDE TAPERED ENDS. SEE DETAIL ON SHEET 1.11. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF AGGREGATE SURFACING CLASS 5 <br />6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE <br />CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND <br />OH <br />PROTECTTREE <br />RELOCATION OF POWER POLES. <br />DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." <br />AO <br />INSTALL GUARDRAIL <br />O <br />PROTECT LANDSCAPING <br />© <br />SALVAGE & REINSTALL RETAINING <br />WALL <br />0B612 <br />CURB & GUTTER <br />Fr <br />1 O <br />J� <br />R �^ �'` <br />1 \ C C <br />© <br />INSTALL SALVAGED SIGN <br />OK <br />B1012 CURB & GUTTER <br />980 <br />OD <br />PROTECT MAILBOX <br />© <br />PROTECT POWER POLE <br />v <br />22+81.26 <br />980 <br />EO <br />RELOCATE MAILBOXO <br />RELOCATE POWER POLE (BY OTHERS) <br />- <br />CUR <br />E LEN -295.0 <br />' <br />FO <br />PROTECT DRIVEWAY <br />0 <br />GUTTER OUT CURB &GUTTER <br />E=2.69 <br />© <br />PROTECT CULVERT <br />OO <br />END TREATMENT- TANGENT TERMINAL <br />975 <br />975 <br />E I <br />EV 960.22 <br />V <br />1.20+06.81 <br />CURNE <br />LEN=60.00: <br />VPI 18 <br />18.58 <br />E <br />EV 965:44 <br />E=0.25' <br />ELEV 9 <br />7:62 <br />CUR <br />E LEN=120.0 <br />' <br />M <br />D <br />m 16 <br />970 <br />CURVE. LE <br />_ <br />;150.00' <br />N <br />ry 7 <br />970 <br />d <br />W <br />w <br />w <br />Do <br />!n <br />n <br />W <br />: <br />::: <br />::.: <br />::.: <br />: <br />7 <br />:. <br />::. <br />::>ILL <br />o: <br />of <br />965 <br />3 <br />a <br />Do <br />g <br />ui o6w <br />m <br />> w <br />= <br />- <br />965 <br />J <br />w <br />EXISTING <br />CENTERLINE <br />PROFILE <br />+� <br />w <br />+mon <br />a <br />4. <br />960 <br />-_ - <br />_--- <br />w <br />.: <br />960 <br />PROPOSED <br />CENTERLINE <br />PROFILE: <br />955 <br />955 <br />950 <br />950 <br />945 <br />945 <br />r <br />O <br />N <br />W <br />Ol <br />V1 <br />.ice <br />.M <br />: I11 <br />'H <br />M <br />1 Ol <br />M <br />c.l <br />... <br />.V <br />N <br />.M ^ <br />DO <br />N <br />01 <br />M <br />M <br />n VJ <br />N <br />.O <br />.V <br />ti Itl <br />N <br />O <br />N <br />: O <br />O <br />M <br />00 <br />V) <br />^ lD <br />�. <br />n <br />V a <br />UD <br />.'-1 <br />N <br />.n <br />I` <br />N H <br />m <br />ch <br />V <br />N <br />.OY <br />.lp <br />: <br />N <br />O <br />.W <br />O <br />^ Sl <br />O <br />O00 <br />O <br />N <br />V <br />t0 <br />O <br />940! <br />m'� <br />�� <br />o) <br />��: <br />m 01 <br />�� <br />��: <br />.. <br />M <br />.. <br />.DO <br />M� <br />W oo <br />on�::::�m:: <br />00 <br />w. OG <br />Wim: <br />oo On <br />�� <br />cn M <br />�� <br />m <br />0 6 <br />�m <br />cy <br />��: <br />o 'y <br />�m <br />ry <br />mom: <br />N. <br />M <br />�m <br />�� <br />.� <br />�m <br />�::: <br />.. <br />ul <br />Wim: <br />�. <br />N <br />�� <br />N. <br />.� <br />�m <br />N LM <br />�� <br />N <br />UOm <br />Lu <br />UOm: <br />N. .UO <br />��::��: <br />�. wD <br />L . <br />N ui <br />�m940 <br />16+00 <br />17+00 <br />18+00 <br />19+00 <br />20+00 <br />21+00 <br />22+00 <br />2638 SHADOW LANE, SUITE 200 <br />REY DFD <br />WE <br />HEREBY CERTIFY THAT TH15 PLAN, SPECIFICATION, OR REPORT <br />UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICENSED <br />UNDER THE LAWS THE STATE MINNESOTA. <br />WAS PREPARED BY ME ENGINO0. <br />PROFESSIONAL EER <br />11W <br />S.A.P. 152-105-002 <br />SHEET <br />0 20 40 <br />0 5 <br />10 <br />BOLTON <br />CHASKA, MINNESOTA 55318 <br />OF OF <br />CITY OF ORONO, MINNESOTA <br />5,07 <br />HOR2. <br />SCALE FEET <br />VERT. <br />SCALE <br />FEET <br />& M E N K <br />h <br />Pone: (952) 448-8838 <br />Email: Chaska@bolton-menk.com lton-menk.com <br />AKM <br />FOX STREET IMPROVEMENTS <br />OF <br />DAVID P. MARTINI <br />cxECRED <br />Bolmn&Menk, Inc 2017, Al\11O8s <br />www.bolton-menk.com <br />26122 <br />02/21/2017 <br />DPM <br />FOX STREET PLAN & PROFILE <br />49 <br />AL3-d.d <br />H:\DRNO\[13110828\CAD\C3D\110828ALl.dwg 2/21/2017 1:30 PM <br />DATE <br />