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REMOVE PAVEMENT ON OLD CRYSTAL BAY ROAD FROM FOX STREET TO <br />150' NORTH OF FOX STREET AS MARKED IN THE FIELD BY THE ENGINEER. <br />PAVEMENT THICKNESS VARIES FROM 6" TO 12", PATCH IN ACCORDANCE AUDITOR'S SUBDIVISION <br />WITH THE DETAIL. <br />CONSTRUCTION LIMITS (TYP) 0411723420004 \ <br />PID: 0411723430011 04E DRE 20005 27 0 o STUDBS <br />t. <br />Minnetonka Alano Group Inc. 0 E DRESSEL ET AL 2720 Fox St. <br />2740 Fox St. I of - <br />2760 <br />2760 Fox St. W o <br />P �Z o <br />�o� p—° LOT 23 LOT 22 0 ? w <br />C, <br />Un <br />Z �)T 24 Z Z N (7 m n <br />o w 0 o O o CLEAN DITCH IN THIS AREA O m o o Q + K N ¢ w <br />�Goo�`U, ��O 8 o o f o Z CLEAN DITCH IN THIS AREA a (Z~� rn Z K N z o REMOVAL LIMITS EXTEND UP TO z ¢ z w <br />MATCH EXISTING BITUMINOUS Z w w 3' BEHIND THE CURB a l7 <br />FOX &, OLD CRYS� w m Q O H W N m a (� --I F Uu to w w <br />O •jg ` H ROAD LyZj to Do ^ CD ^ N m z t,io] N U -LARGE ROCK <br />o w - poo FENCE <br />o '�, *20" w � p 10� � m IR wIR� I i <br />o -STOP o 9`' 0'��y OY 101TUMINous tO• a `r ao x x X EX� <br />O '80 6 II II W 8-WIR NCE- O N X X _l - 1 <br />1 D44i <br />_xBEGIN CITYPROJECT ♦ r o GRAYEt 1 �� \----xSTA 100+67.34 -m 0B -1S10 DD 6p• 101100102 3sA 0b sld 664 °° o OX STREET 105+00, I o 10 00 <br />td0 ., 0� i 103+00 8� a o 104+00 - - <br />C•BO _ iV O- <br />N o2 <br />CENTS 7 .-I pi �\ - � ` x N ' O / • �' <br />All <br />� - _ _ _ - _ = <br />Q -4---- O OU - OUB _ OU ` OU ]^'y --'}.'•L "y G L - �i - <br />L ---------- <br />F <br />16 x z'` x -51 <br />�y s _ -__- <br />34" / <br />, <br />20' <br />CIO <br />m ' - Z Z <br />m Z Z <br />J , sroP ++ p m <br />0- +- <br />9 �� 'H3 N <br />60 Q o -� ? CONSTRUCTION LEGEND w Ui <br />N 33 N w a (D GENERAL NOTES: Z F- <br />Ew <br />} 00 BITUMINOUS PAVEMENT — — — — CONSTRUCTION LIMITS = L <br />NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY 1. FIELD VERIFY AND MATCH ALL EXISTING DRIVEWAY WIDTHS. F _ <br />U THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR 2. INSTALL A 4 -INCH SOLID DOUBLE YELLOW (EPDXY) ON THE �► ROAD CROSS SLOPE ¢ w <br />TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW, NOTIFY CENTERLINE OF THE ROAD. 3" BITUMINOUS DRIVEWAY x _ TOP OF FINISHED <br />0 GOPHER STATE ONE CALL, 1-800-252-1166 OR 651-454-0002. 3. ROAD CROSS SLOPES ARE 2.0% UNLESS SHOWN ON THE PLANS. GRADE ELEVATION <br />J ADDITIONAL PAVEMENT WARPING WILL BE REQUIRED AT INTERSECTIONS. <br />Q I THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. 4. INSTALL CURB & GUTTER AS DIRECTED BY THE ENGINEER. AGGREGATE SURFACING CLASS 5 O <br />THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF 5. CURB & GUTTER SHALL INCLUDE TAPERED ENDS. SEE DETAIL ON SHEET 1.11. H PROTECTTREE <br />CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE OA INSTALL GUARDRAIL OI PROTECT LANDSCAPING <br />DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." RELOCATION OF POWER POLES. <br />.. .. .. .. r © SALVAGE 8L REINSTALL RETAINING WALL OJ 8612 CURB & GUTTER <br />F STREET R © INSTALL SALVAGED SIGN OK 81012 CURB & GUTTER <br />980 1 �J 1 ` Op PROTECT MAILBOX © PROTECT POWER POLE 980 <br />EO RELOCATE MAILBOX O RELOCATE POWER POLE (BY OTHERS) <br />VPI 103+5 .13 O PROTECT DRIVEWAY <br />ECEV 965.8 NO GUTTER OUT CURB &GUTTER <br />URYE.LEN 5.00' GO PROTECT CULVERT Op END TREATMENT- TANGENT TERMINAL :: <br />975 E=1.zz' : 975 <br />UP� <br />N �^ <br />a': <br />970 w : oL V 1106+36.53 970 <br />L W. +' Ol <br />M W J CUR E LEN=120. 0' <br />CD m PROPOSED CENTERLINE PROFILE > w E=0.41' <br />--- - <br />-- __ N 965 <br />A, 0� .> <br />965 0�0� o> o� : �� <br />4:�aw aw +^ <br />.> 5.9 0 J N <br />w <br />960 -- 07 ias% Iso D ' <br />EXISTING CENTERLINE PROFILE L^ 960 <br />.. <br />-T_ .83%:: > <br />955 _ - 955 <br />950 950 <br />945 945 <br />00 V0 M 00 :: L11 :: 00 : : n .M M U0 1� w al O V 00 N Ln V <br />Ol �. N ry .W N .00 V 4N O 0: n �. .7 oN ti Q n m V m 01 m. Ol . .V ti .L11 N M N H O'O. .Ot �. .n W v Lq m Ill m UO r LO N n <br />O 0. O .. W -i: . .W .. .W N N N M M .� N. N UK ^ '0 w LO .N N a .. M cy 0 .. C) DO I`^ LD Ln N V V <br />940 m LDS- - - �� - �m - - �� �� �� �N a� - m940 <br />'Ol "Ol 'Ol "Ol "Ol 0Y 'Ol QI a 'Ol T Ql 0Y "Ol Cn 'Ol "M 'Ol M '0) "M 'Ol -OI 'M m M m M m Ot m '01 <br />100+00 101+00 102+00 103+00 104+00 105+00 106+00 <br />REVHEREBY CERTIFY THAT TH15 PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME O0. S.A.P. 152-105-002 SHEET <br />BOLTON 2638 SHADOW LANE, SUITE 200 DFO DATE UNDEP MYDIRECTSUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER J1N <br />UNDERTHELAW50FTHESTATEOFMINNESOTA. CITY OF ORONO, MINNESOTA 5.01 <br />0 20 40 0 5 10 CHAhon MINNESOTA 55318 oRAwN <br />Phone: (952) 448-8838 <br />HOR2. VERT. AKM OF <br />& M E N K Email: Chaska@6olton-menk.com FOX STREET IMPROVEMENTS <br />91 SCALE FEET SCALE FEET www0.bolton-menk.com DAVID P. MARTINI cxECRED <br />ORO\ Cl3llO Inc20173D\1All 10828 Ll.d.g 26122 02/21/2017 DPM FOX STREET PLAN & PROFILE 49 <br />H:\ORNO\[13110826\CAD\C3D\110828ALl.dwg 2/21/201] 1:30 PM DATE <br />