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TYPICAL SECTION: RECONSTRUCTION (STA. 3+32 - 11+07) <br />40' <br />40' <br />NOT TO SCALE <br />0 <br />VARIES <br />1:4 (MAX) <br />EXISTING <br />GROUND <br />SECTION B <br />TOPSOIL DEPTH VARIES <br />RIGHT OF WAY <br />5' <br />SIDE- <br />WK <br />VARIES <br />(3'-4') <br />1:4 (MAX) <br />EXISTING B618 CURB & GUTTER <br />VARIES <br />1:4 (MAX) <br />EXISTING <br />GROUND <br />SECTION B <br />TOPSOIL DEPTH VARIES <br />RIGHT OF WAY <br />5' <br />SIDE - <br />WOK <br />VARIES <br />(0'-3') <br />1:4 (MAX) <br />EXISTING B618 CURB & GUTTER <br />RIGHT OF WAY <br />40' F-F <br />8' <br />SHOULDER <br />12' <br />TRAVEL LANE <br />0.02 FT/FT MIN. <br />- <br />SECTION A <br />PAVEMENT <br />>Ilc <br />12' <br />TRAVEL LANE <br />0.02 FT/FT MIN. <br />8' <br />SHOULDER <br />VARIES <br />(3'-4') <br />1:4 (MAX) <br />TYPICAL SECTION: TURN LANE (STA. 0+61- 3+32) <br />5' <br />SIDE- <br />WALK <br />1:4 (MAX) <br />EXISTIN <br />VARIES <br />ROUND <br />TOPSOIL DEPTH VARIES <br />EXISTING B618 CURB & GUTTER <br />NOT TO SCALE <br />40' 40' <br />47'9" F-F <br />RIGHT OF WA <br />15'9" <br />TURN LANE <br />REFERENCE NOTES: <br />CD GRADE TO MATCH EXISTING GROUND. ESTABLISH TURF USING A MINIMUM OF 4" TOPSOIL AND <br />HYDROSEED WITH MNDOT SEED MIXTURES PER SPECIFICATIONS. <br />SEE CITY DETAIL ERO-6 ON SHEET 06 FOR TOPSOIL REQUIREMENTS. <br />20 MODIFY CLASS 5 AGGREGATE BASE PER CITY STANDARD DETAIL STR-26 ON SHEET 06. RECYCLED <br />RECLAMATION MATERIAL MEETING STR-26 MAY BE USED AS AGGREGATE BASE. <br />30 CONTRACTOR SHALL SCARIFY AND COMPACT, ACCORDING TO THE SPECIFIED DENSITY METHOD, THE TOP <br />12 INCHES OF MATERIAL PRIOR TO PLACING CLASS 5 AGGREGATE BASE. THIS PROCESS SHALL BE <br />INCIDENTAL TO THE SUBGRADE PREPARATION PAY ITEM. <br />PAVEMENT <br />12' 12' <br />TRAVEL LANE TRAVEL LANE <br />0.02 FT/FT MIN. 0.02 FT/FT MIN. <br />SECTION A <br />(2.01 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) <br />(2.01 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C) <br />2 (6.01 AGGREGATE BASE (RECLAMATION MATERIAL CAN <br />BE USED IF IT MEETS MODIFIED CLASS 5 SPECS) <br />OEXISTING SUBGRADE <br />8' <br />SHOULDER <br />SECTION A: ROADWAY <br />5' <br />1:4 (MAX) <br />5' <br />4 <br />SIDE- <br />WALK <br />4 <br />1:4 (MAX) <br />EXISTIN <br />VARIES <br />ROUND <br />TOPSOIL DEPTH VARIES <br />EXISTING B618 CURB & GUTTER <br />(6.01 CONCRETE WALK <br />(4.01 EXISTING AGGREGATE BASE <br />EXISTING SUBGRADE <br />SECTION B: SIDEWALK <br />O <br />DATE <br />REVISION <br />I hereby certify that this plan, specrfication, or report was prepared <br />by me or under my rect supervision and that I duly Licensed <br />Professional Engin under s of the Sta Minnesota <br />DatA' 11/LL/L4 <br />NCEK <br />Lic No 57095 <br />DESIGNED BY: <br />LWC <br />DRAWN BY: <br />LWC <br />�,TE <br />11/22/24 <br />CHECKED BY: <br />11F <br />FILE <br />25-02 <br />City o <br />RAMSEY <br />CITY OF RAMSEY <br />7550 SUNWOOD DRIVE <br />RAMSEY, MN 55303 <br />(763) 427-1410 FAX (763) 433-9898 <br />TYPICAL SECTION <br />S.A.P. 199-104-015 <br />SUNWOOD DRIVE - CSAH 5 TO ERKIUM STREET <br />RECONSTRUCTION <br />CITY PROJECT NO. 25-02 <br />CITY OF RAMSEY, MINNESOTA <br />SHEET <br />05 <br />OF <br />23S <br />