Laserfiche WebLink
YPE SP 9.5 WEARING COURSE MIXTURE (3,B) (SPWEA340B) (2360) <br />YPE SP 12.5 NON -WEARING COURSE MIXTURE (3,B) (SPNWB330B) (2360) <br />3GREGATE BASE, CL 5 (2211) <br />EXTILE FABRIC, MNDOT TYPE 5 (3733) <br />_.RADE PREPARATION (2112) (INCIDENTAL) <br />INSET A: <br />NOT TO SCALE <br />VARIES (TYP) <br />VARIES (TYP) <br />MATCH EXISTING. <br />11' THRU LANE 11' THRU LANE <br />V MIN. BLVD AT 2% <br />SEE PLANS FOR <br />3.0" TYPE SP 12.5 NON -WEARING COURSE MIXTURE (3,B) (SPNWB330B) (2360) <br />jUT <br />M <br />AREAS WITH CURB <br />B612 OR 81012 <br />gym) <br />0 <br />CONCRETE CURB <br />w pl <br />22. 0 <br />(SEE PLANS) <br />31�PX <br />0 O <br />10+00 - 34+54 <br />VARIES VARIES <br />z o <br />\ <br />NOT TO SCALE W <br />�mI <br />NOT TO SCALE <br />T \\M qX <br />Z U <br />2 <br />INSET A <br />I <br />p" <br />u <br />FOX STREET <br />D S.A.P. 152-105-002 <br />jj\ <br />SHEET <br />TYPICAL SECTION <br />1 nn, c7 9']n, 70 01 <br />V GRAVELSHOULDER <br />v22' <br />MPX-�1\ <br />31 <br />2 <br />NOT TO SCALE I <br />pU <br />3.0" TYPE SP 12.5 NON -WEARING COURSE MIXTURE (3,B) (SPNWB330B) (2360) <br />jUT <br />M <br />FOX STREET <br />gym) <br />0 <br />LDM <br />I - <br />w pl <br />22. 0 <br />1O SEE CONSTRUCTION PLAN FOR PAVEMENT CROSS SLOPES AND TRANSITIONS. <br />I <br />PLAN VIEW <br />VARIES (TYP) rL VARIES (TYP) <br />V GRAVEL SHOULDER <br />11' THRU LANE 11' THRU LANE <br />01 1 <br />ES <br />1' (MIN.) GRAVEL SHOULDER <br />3'I <br />J <br />n <br />2.0" TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) (SPWEA340B) (2360) / <br />MPX-�1\ <br />31 <br />2 <br />1' INSET A <br />\, <br />3.0" TYPE SP 12.5 NON -WEARING COURSE MIXTURE (3,B) (SPNWB330B) (2360) <br />10" AGGREGATE BASE, CL 5 (2211) <br />FOX STREET <br />10" AGGREGATE BASE, CL 5 (2211) <br />GEOTEXTILE FABRIC, MNDOT TYPE 5 (3733) <br />GEOTEXTILE FABRIC, MNDOT TYPE 5 (3733) <br />INSET A <br />FOX STREET WITH GUARDRAIL <br />TYPICAL SECTION <br />1O SEE CONSTRUCTION PLAN FOR PAVEMENT CROSS SLOPES AND TRANSITIONS. <br />SUBGRADE PREPARATION (2112) (INCIDENTAL) <br />10+00 - 34+54 <br />INSET A: <br />NOT TO SCALE <br />\ <br />NOT TO SCALE W <br />�mI <br />NOT TO SCALE <br />NOT TO SCALE <br />Z U <br />zz' <br />I <br />p" <br />u <br />IHEREBYCE0.TIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME 00. <br />UNDERMYDIREC SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER <br />UNOER THELRVAOFTHE STATEOFMINNESOTA. <br />D S.A.P. 152-105-002 <br />jj\ <br />SHEET <br />I <br />I <br />V GRAVELSHOULDER <br />I <br />CHASKA, MINNESOTA 55318 <br />BOLTON <br />I I V GRAVELSHOULDER <br />1,10 <br />NOTE: DETAILS ARE NOT TO SCALE <br />ISI 8c M E N K <br />I <br />I IWm <br />DE <br />O <br />22' <br />-0 I <br />® Bolton & Menk, Inc. 2017, All Rights Reserved <br />g <br />I <br />PLAN VIEW <br />I <br />DPM TYPICAL SECTIONS <br />49 <br />VARIES (TYP) <br />(L <br />VARIES (TYP) <br />11' THRU LANE 11' THRU LANE <br />1' BLVD <br />7 <br />EXISTING BITUMINOUS <br />5 AGGREGATE BASE <br />OLD CRYSTAL BAY ROAD <br />EXISTING SECTION <br />NOT TO SCALE <br />)" TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) (SPWEA340B) (2360) <br />)" TYPE SP 12.5 NON -WEARING COURSE MIXTURE (3,B) (SPNWB330B) (2360) <br />)" TYPE SP 12.5 NON -WEARING COURSE MIXTURE (3,B) (SPNWB330B) (2360) <br />-6" AGGREGATE BASE, CL 5 (2211) <br />'PROVED SUBGRADE <br />OLD CRYSTAL BAY ROAD <br />PROPOSED SECTION <br />NOT TO SCALE <br />E SP 9.5 WEARING COURSE MIXTURE (2,B) (SPWEA240B) (2360) <br />MEGATE BASE, CL 5 (2211) (INCIDENTAL) <br />;ADE PREPARATION (2112) (INCIDENTAL) <br />3" BITUMINOUS DRIVEWAY <br />NOT TO SCALE <br />3REGATE BASE CL 5 (2211) (INCIDENTAL) <br />;ADE PREPARATION (2112) (INCIDENTAL) <br />AGGREGATE DRIVEWAY SURFACING <br />NOT TO SCALE <br />�2.0 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) (SPWEA340B) (2360) <br />3.0" TYPE SP 12.5 NON -WEARING COURSE MIXTURE (3,B) (SPNWB330B) (2360) <br />MPX-�1\ <br />31 <br />2 <br />2 <br />HF <br />�r25TjN G <br />10" AGGREGATE BASE, CL 5 (2211) <br />NOTES: <br />GEOTEXTILE FABRIC, MNDOT TYPE 5 (3733) <br />INSET A <br />FOX STREET WITH GUARDRAIL <br />\ <br />1O SEE CONSTRUCTION PLAN FOR PAVEMENT CROSS SLOPES AND TRANSITIONS. <br />SUBGRADE PREPARATION (2112) (INCIDENTAL) <br />\ <br />INSET A: <br />TYPICAL SECTION <br />\ <br />2OTOPSOIL&HYDROSEED.(SEESECTION7FOR RESTORATION) <br />NOT TO SCALE <br />NOT TO SCALE <br />0 GUARDRAIL <br />2638 SHADOW LANE, SUITE 200 <br />REV DFO <br />DATE <br />IHEREBYCE0.TIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME 00. <br />UNDERMYDIREC SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER <br />UNOER THELRVAOFTHE STATEOFMINNESOTA. <br />D S.A.P. 152-105-002 <br />jj\ <br />SHEET <br />CHASKA, MINNESOTA 55318 <br />BOLTON <br />CITY OF ORONO, MINNESOTA <br />1,10 <br />NOTE: DETAILS ARE NOT TO SCALE <br />ISI 8c M E N K <br />: Chask @bolton-8838 <br />Email: Chaska@6olton-menk.com <br />AKM HIECRED FOX STREET IMPROVEMENTS <br />cDPM <br />DE <br />DAVID D P. MARTINI <br />® Bolton & Menk, Inc. 2017, All Rights Reserved <br />g <br />--bolton-menk.com <br />26122 D2�21�2D17 <br />DPM TYPICAL SECTIONS <br />49 <br />H:\ORNO\C13110828\CAD\C3D\110828TYP.dwg 2/21/20171:17 PM <br />DATE <br />