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TYPICAL CONSTRUCTION SEQUENCE AND NOTES <br />1.INSTALL TEMPORARY TRAFFIC CONTROL PRIOR TO CONSTRUCTION. <br />2.SALVAGE MAILBOXES. PROVIDE TEMPORARY MAILBOXES AT LOCATION APPROVED BY THE ENGINEER AND POST OFFICE. <br />3.SALVAGE AND REINSTALL SIGNS IN CONFLICT WITH CONSTRUCTION (INCIDENTAL). <br />4.INSTALL TEMPORARY EROSION CONTROL MEASURES. <br />5.CONSTRUCT WATERMAIN, SERVICES AND STORM SEWER. <br />6.RECLAIM EXISTING BITUMINOUS PAVEMENT. <br />7.CONSTRUCT CONCRETE RIBBON CURB AND CONCRETE CURB AND GUTTER. <br />8.PATCH DRIVEWAYS IN KIND (5' FROM BACK OF CURB TYP.): <br />8.1.BITUMINOUS DRIVEWAY = MINIMUM 3" TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) AND 6" RECLAIMED AGGREGATE BASE. <br />8.2.CONCRETE DRIVEWAY = MINIMUM 6" CONCRETE PAVEMENT (MIX NO. 3HE52A) AND 4" RECLAIMED AGGREGATE BASE. <br />8.3.GRAVEL DRIVEWAY = 2' BITUMINOUS PATCH, REMAINDER 6" MINIMUM RECLAIMED AGGREGATE BASE. <br />9.PAVE BITUMINOUS NON-WEARING COURSE. <br />10.REINSTALL MAILBOXES. <br />11.PERFORM FINAL TURF RESTORATION. <br />12.PAVE BITUMINOUS WEARING COURSE. <br />13.MAINTAIN ACCESS FOR LOCAL TRAFFIC AT ALL TIMES. <br />⅊⅊ <br />℄ <br />*VARIES <br />EXISTING <br />3.6" BITUMINOUS (AVERAGE) - SEE GEOTECHNICAL REPORT <br />14.2" GRAVEL BASE (AVERAGE) - SEE GEOTECHINAL REPORT <br />TYPICAL SECTION <br />IVORY AVENUE & 16TH STREET (STA 0+50 TO 3+50) <br />(*SEE LANE WIDTHS TABLE) <br />B <br />DESIGN ℄ PROFILE <br />3.0% <br />RESTORE WITH 6" (MIN.) <br />TOPSOIL BORROW AND SOD <br />50' <br />VARIESRIBBON CONCRETE CURB <br />(B612 CONCRETE CURB <br />AND GUTTER AT RADII, <br />SPOT D312 CONCRETE <br />CURB AND GUTTER, SEE <br />STREET SHEETS) <br />⅊⅊ <br />℄ <br />12' <br />EXISTING <br />4" BITUMINOUS (AVERAGE) - SEE GEOTECHINAL REPORT <br />17.9" GRAVEL BASE (AVERAGE) - SEE GEOTECHNICAL REPORT <br />DESIGN - RECLAIM 9" <br />1.5" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C] <br />BITUMINOUS TACK COAT <br />2" TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C] <br />RECLAIMED AGGREGATE BASE <br />EXISTING AGGREGATE BASE <br />TYPICAL SECTION <br />15TH STREETA <br />DESIGN ℄ PROFILE <br />3.0% <br />RESTORE WITH 6" (MIN.) <br />TOPSOIL BORROW AND <br />SEED/BLANKET <br />66' <br />12' <br />3.5" AGGREGATE BASE <br />CLASS 2 SHOULDERING <br />LANE WIDTHS <br />STREET BEGIN STATION END STATION *LANE WIDTH TO B/C <br />IVORY AVENUE 0+80 11+88 12' <br />IVORY AVENUE 11+88 26+90 13' <br />IVORY AVENUE 26+90 35+91 12' <br />16TH STREET 0+50 3+50 13' <br />2'2' <br />EXISTING AGGREGATE <br />BASE SHOULDERING <br />2' <br />EXISTING AGGREGATE <br />BASE SHOULDERING <br />DESIGN - RECLAIM 9" <br />1.5" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C] <br />BITUMINOUS TACK COAT <br />2" TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C] <br />RECLAIMED AGGREGATE BASE <br />EXISTING AGGREGATE BASE <br />NOTE: <br />DESIGN TYPICAL SECTION FOR RIGHT SIDE NOT SHOWN FOR <br />CLARITY. <br />⅊⅊50' <br />℄ <br />13' <br />B418 CONCRETE CURB <br />AND GUTTER <br />TYPICAL SECTION <br />16TH STREET (STA 6+02 TO 6+75)C2 <br />DESIGN ℄ PROFILE <br />RESTORE WITH 6" <br />(MIN.) TOPSOIL <br />BORROW AND SOD <br />⅊⅊50' <br />℄ <br />14'13' <br />B418 CONCRETE CURB <br />AND GUTTER <br />TYPICAL SECTION <br />16TH STREET (STA 3+50 TO 6+02 & STA 6+75 TO 10+00)C1 <br />EXISTING <br />BITUMINOUS CURB <br />DESIGN ℄ PROFILE <br />3% <br />RESTORE WITH 6" <br />(MIN.) TOPSOIL <br />BORROW AND SOD <br />EXISTING <br />3.7" BITUMINOUS (AVERAGE) - SEE GEOTECHNICAL REPORT <br />13.5" GRAVEL BASE (AVERAGE) - SEE GEOTECHNICAL REPORTDESIGN - RECLAIM 9" <br />1.5" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C] <br />BITUMINOUS TACK COAT <br />2" TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C] <br />RECLAIMED AGGREGATE BASE <br />EXISTING AGGREGATE BASE <br />3% <br />1.5" TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C] <br />BITUMINOUS TACK COAT <br />2" TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C] <br />6" AGGREGATE BASE, CLASS 6 (MNDOT SPEC 3138, 30% MAXIMUM RECYCLED CONCRETE) <br />12" SELECT GRANULAR BORROW (MNDOT SPEC 3149.2B, NO RECYCLED MATERIAL) <br />13' <br />SHEET <br />DATELIC. NO. <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Bolton & Menk, Inc. 2023, All Rights ReservedcH:\LKELMN\0N1125134\CAD\C3D\125134C101.dwg 2/7/2023 2:06:47 PMDESIGNED <br />DRAWN <br />CHECKED <br />CLIENT PROJ. NO. <br />ISSUED FOR DATENO. <br />R <br />3507 HIGH POINT DRIVE NORTH <br />BLDG. 1 SUITE E130 <br />OAKDALE, MINNESOTA 55128 <br />Phone: (651) 704-9970 <br />Email: Oakdale@bolton-menk.com <br />www.bolton-menk.com <br />MICHAEL R. WARNER <br />44693 02/23/2022 <br />LAKE ELMO, MINNESOTA <br />PARKVIEW - CARDINAL NEIGHBORHOOD STREET AND UTILITY IMPROVEMENTS <br />MRW <br />CRN <br />MRW <br />2020.121 <br />0 CON 05/05/2022 <br />C1.01 <br />TYPICAL SECTIONS <br />1 <br />1 <br />1 CO 3 02/06/2023