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u <br />CONSTRUCTION LIMITS (TYP) <br />L rBLIND INT. AHEAD <br />4; -- ------- <br />124 -1 <br />--------- - - - - - - - ------------ <br />6 6 <br />12* 2" j,"2' ------ <br />E3 CP M <br />--- -------- <br />142� 1 <br />-------------- ------ --- <br />---------- ---- <br />- ----- - --- --------- -- ------ <br />- ------- ----- <br />T71 u. CH- �A -- - ---- <br />7�- - ----- - - -------- <br />� - - - m <br />23�4� 24+00 25+00 FOX STREET <br />22 00 28 00T1 <br />1T- <br />qj 4p, <br />OB -10 <br />i <br />—=----- — — — — -- — — — — — -- =--- <br />- <br />— — --- — — <br />- - - - - - - - - - - - - - - - - - - - - - ------- -- ------- ------ --------- ---------------- I ------------------ --------- ------- <br />--------- - _;� - ----- ------ ----------- ------------ <br />------- ---- ------- ------ --- -- -- --- ----------- --- -- ------ ---- <br />- - -------- --- - - - - - - - - <br />- - - �z7 <br />--- -------- <br />—!n�------- ---- --------- <br />'�o -------- ------ - ---------- ------ ----------- <br />ou ou o ou ou <br />L <br />ou ou— ------- 7- 'Qu 64 ou ou— w o <br />7 <br />CLEAN DITCH IN THIS AREA <br />GENERAL NOTES: <br />1. FIELD VERIFY AND MATCH ALL EXISTING DRIVEWAY WIDTHS. NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY <br />zi 2. INSTALL A 4 -INCH SOLID DOUBLE YELLOW (EPDXY) ON THE THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR <br />u CENTERLINE OF THE ROAD. TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY <br />4 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. <br />ADDITIONAL PAVEMENT WARPING WILL BE REQUIRED AT INTERSECTIONS. CONSTRUCTION LEGEND <br />4. INSTALL CURB & GUTTER AS DIRECTED BYTHE ENGINEER. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. <br />S. CURB & GUTTER SHALL INCLUDE TAPERED ENDS. SEE DETAIL ON SHEET 1.11. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF <br />L-1 BITUMINOUS PAVEMENT — CONSTRUCTION LIMITS <br />6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE Cl/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND <br />—11110. ROAD CROSS SLOPE <br />RELOCATION OF POWER POLES. DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." <br />3" BITUMINOUS DRIVEWAY X TOP OF FINISHED <br />F71 <br />GRADE ELEVATION <br />AGGREGATE SURFACING CLASS 5 <br />PROTECT TREE <br />VPI 22+81 <br />26 <br />FOX <br />ST <br />REET <br />ELEV 966. <br />31, <br />CU FIVE UEN=2 <br />95.00- <br />AO INSTALL GUARDRAIL OI PROTECT LANDSCAPING <br />970 <br />E=169 <br />SALVAGE & REINSTALL RETAINING WALL 0 B612 CURB & GUTTER <br />970 <br />(D INSTALL SALVAGED SIGN O B1012 CURB & GUTTER <br />(D PROTECT MAILBOX PROTECT POWER POLE <br />965 <br />EO RELOCATE MAILBOX RELOCATE POWER POLE (BY OTHERS) <br />965 <br />UD DO <br />FO PROTECT DRIVEWAY GUTTER OUT CURB & GUTTER <br />960 <br />N1> <br />PROTECT CULVERT OO END TREATMENT TANGENT TERMINAL <br />960 <br />DO N. <br />Un <br />955 <br />--6.8r, <br />1 <br />dz� <br />> <br />:PROPOSED <br />CENTERLINE <br />PROFILE::: <br />955 <br />VP1 26+3103 <br />ELEV942 <br />75 <br />URVE LEN= <br />00.00' <br />950 <br />E=1.63 <br />950 <br />945 <br />EXISTING <br />CENTERLINE <br />PROFILE <br />m Do <br />q <br />Ln m <br />945 <br />. <br />.. <br />. .. . .. <br />.... .. . <br />.. . .. . <br />.... <br />. .. .. <br />> <br />940 <br />940 <br />935 <br />.. .... <br />. .... .. <br />.... <br />.. .... I <br />935 <br />LO <br />DO <br />DO <br />Lq <br />. . . <br />. . . <br />AD <br />DO <br />r-. <br />. . . <br />Dq <br />. . . . <br />cq <br />. . <br />Dq <br />2 q <br />UD <br />U, <br />m <br />L', <br />AD <br />I -q <br />m <br />U0 <br />OP <br />q <br />L', <br />`� <br />. <br />w <br />Up <br />.. ... . <br />Do <br />Ol <br />.... <br />P. <br />930 <br />U1 <br />U, <br />10 <br />10 <br />L' <br />on <br />1. on <br />ci mi <br />di <br />U` <br />Do <br />m <br />ch on <br />w <br />-* <br />m On <br />I <br />A <br />m <br />on <br />On <br />on <br />o <br />on <br />on <br />o On <br />I On <br />On <br />On <br />SO <br />On <br />930 <br />22,00 23+00 24+00 25+00 26-00 27+00 28+00 <br />2638 SHADOW LANE, SUITE 200 <br />FEV —ED FDR <br />I HEREBY CERTIFY THAT T 15 PI -AN, SPECIFICATION, OR REPORT WAS PREPARED BYD111. <br />UNDER MY DIRECT SUPERVISION AND THAT I AM A DU LY LICENSED PROFESSIONAL =EE, <br />UNDER THE LAWS THE STATE MINNESOTA. <br />jj�D S.A.P. 152-105-002 <br />SHEET <br />0 20 40 0 5 10 <br />CHASKA, MINNESOTA 55318 <br />BOLTON <br />OF OF <br />CITY OF ORONO, MINNESOTA <br />5.08 <br />HORZ. VERT. <br />SCALE FEET SCALE FEET <br />Phone: (952) 448-8838 <br />Email: Chaska@bolton-menk.com <br />& MENK <br />AKM <br />FOX STREET IMPROVEMENTS <br />OHEC(ED <br />OF <br />DAVID P. MARTINI <br />21�7 AIIR,ght,R ... —d <br />—bolton—enkxom <br />26122 02/21/2017 <br />DPM FOX STREET PLAN & PROFILE <br />49 <br />IH�B,Rt,n�C,Mmkiln, <br />o 3. FNC2 3D\11O828AL1.d.g2/21/201] 1:30 PM <br />UC. NO. DATE <br />