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890 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />930 <br />935 <br />890 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />930 <br />935 <br />914.49914.717+50 913.91914.0913.25913.318+00 912.58912.6911.93912.118+50 911.34911.4910.81910.819+00 910.35910.3909.94910.119+50 909.59909.7909.31909.520+00 909.09909.3908.90908.920+50 908.72908.6908.54908.421+00 908.36908.2908.18908.121+50 908.00907.9907.82907.722+00 907.64907.6907.50907.522+50 907.40907.4907.33907.423+00 907.30907.4907.31907.723+50 907.36907.6907.45907.524+00 907.57907.7907.75907.724+50 908.03908.0908.40908.325+00 <br />-2.68% <br />-0.72% <br />0.50% <br />VPI: 19+29.85 <br />EL: 909.78 <br />A = 1.95% <br />K = 102.47 <br />L=200' <br />VPI: 23+12.13 <br />EL: 907.01 <br />A = 1.22% <br />K = 163.31 <br />L=200'LP: 23+30.44EL: 907.30VPT: 20+29.85EL: 909.05VPT: 24+12.13EL: 907.51VPT: 17+88.49EL: 913.56VPC: 18+29.85EL: 912.45VPC: 22+12.13EL: 907.73VPC: 24+22.59EL: 907.5618+00 <br />19+00 20+00 21+00 22+00 23+00 24+00 25+00PT: 19+37.04PC: 24+49.31CLVTCCLVTCLVTCLVTCCLVTCLVTGGCCLVTCLVTCLVTCLVTL =16 3.2 2 R =2 4R <br />C6.03STREET PLAN & PROFILE <br />SNELLING AVE <br />FEETSCALE <br />0 25 50 <br />HORZ. <br />FEETSCALE <br />0 5 10 <br />VERT.GLENARDEN RDROW (TYP.) <br />2 <br />2 <br />2 1 <br />5 <br />STA 19+25, RT <br />END "GUTTER OUT" CURB <br />10' TRANSITION TO "GUTTER IN" CURB <br />STA 19+35, RT <br />BEGIN "GUTTER IN" CURB <br />STA 20+00, LT <br />END "GUTTER IN" CURB <br />10' TRANSITION TO "GUTTER OUT" CURB <br />STA 20+10, LT <br />BEGIN "GUTTER OUT" CURB <br />CONSTRUCTION LIMITS (TYP.) <br />SNELLING AVE <br />6" CONCRETE DRIVEWAY PAVEMENT <br />BITUMINOUS DRIVEWAY/TRAIL <br />6" CONCRETE PEDESTRIAN RAMP <br />GRAVEL DRIVEWAY <br />INSTALL PAVERS <br />R-3501-TL CASTING <br />R-3067-V CASTING <br />INSTALL MAILBOX SUPPORT <br />ADJUST FRAME & RING CASTING <br />RELOCATE MISCELLANEOUS STRUCTURES <br />ADJUST GATE VALVE & BOX <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />9 <br />LEGEND <br />10 <br />INSTALL PAVERS <br />CONCRETE PAVEMENT AS NOTED <br />BITUMINOUS STREET PAVEMENT <br />BITUMINOUS TRAIL/DRIVEWAY AS NOTED <br />GRAVEL DRIVEWAY <br />B618 CURB & GUTTER, UNLESS OTHERWISE NOTED <br />CROSS SLOPE TRANSITION <br />CONCRETE VALLEY GUTTER <br />CONSTRUCTION LIMITS <br />8 <br />11 <br />7 <br />77 <br />8 8 8STA 22+50 <br />END B618 CURB <br />BEGIN B418 CURB <br />STA 24+50 <br />END B418 CURB <br />BEGIN B618 CURB <br />CONSTRUCTION LIMITS (TYP.) <br />PROTECT MAILBOX <br />200'ROWPROPOSED ℄ PROFILE <br />EXISTING PROFILE AT PROPOSED ℄ <br />CONSTRUCTION NOTES: <br />1.ALL PEDESTRIAN RAMPS & FACILITIES SHALL BE CONSTRUCTED IN CONFORMANCE WITH <br />MnDOT STANDARD PLAN 5-297.250. <br />2.CONTRACTOR SHALL MATCH ALL EXISTING INTERSECTION DRAINAGE PATTERNS UNLESS <br />OTHERWISE REQUESTED OR APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL <br />WORK WITH THE ENGINEER TO IDENTIFY PAVEMENT PROFILE ADJUSTMENTS IN THE FIELD <br />AS NECESSARY TO MAINTAIN AND/OR IMPROVE DRAINAGE THROUGH THE <br />INTERSECTIONS. <br />3.PAVEMENT GRADES THROUGH CROSS WALKS SHALL MEET A 2% MAXIMUM CROSS SLOPE. <br />4.ALL CURB TAPERS, INCLUDING FOR DRIVEWAYS, ALONG THE WEST SIDE OF SNELLING AVE <br />N, WITH THE TRAIL DIRECTLY AT THE BACK OF CURB, SHALL BE OF SUFFICIENT LENGTH TO <br />ENSURE THE TRAIL'S LONGITUDINAL GRADE DOES NOT EXCEED 5.0% TO COMPLY WITH <br />ADA STANDARDS. CURB TAPERS WILL REQUIRE DIFFERENT LENGTHS AND MAY NOT BE <br />SYMMETRICAL. <br />DATELIC. NO. <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />SHEET <br /> Bolton & Menk, Inc. 2022, All Rights ReservedcH:\ARDH\0T1124965\CAD\C3D\124965C601.dwg 2/4/2022 4:28:27 PMDESIGNED <br />DRAWN <br />CHECKED <br />CLIENT PROJ. NO. <br />ISSUED FOR DATENO. <br />R <br />12224 NICOLLET AVENUE <br />BURNSVILLE, MINNESOTA 55337 <br />Phone: (952) 890-0509 <br />Email: Burnsville@bolton-menk.com <br />www.bolton-menk.comBRADLEY J. FISHER <br />56595 02/07/2022 <br />SNELLING AVENUE NORTH STREET & UTILITY IMPROVEMENTS <br />SAP 187-111-003 <br />MJW/BJF <br />ALT/BAS <br />BJF <br />0T1.124965 <br />11 <br />WETLAND <br />MATCH EXISTING <br />CURB & GUTTER