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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 />901.85901.910+00 902.63902.7903.40903.410+50 904.18904.4904.95905.011+00 905.70905.8906.45906.511+50 907.18907.1907.91907.812+00 908.62908.5909.32909.212+50 910.03909.9910.74910.713+00 911.45911.4912.16912.113+50 912.86912.8913.56913.514+00 914.19914.2914.73914.714+50 915.18915.3915.55915.615+00 915.83915.9916.02916.115+50 916.13916.1916.16916.116+00 916.09916.1915.94916.016+50 915.71915.7915.39915.517+00 914.98915.2914.49914.717+50 <br />3.10% <br />2.83% <br />VPI: 11+44.62 <br />EL: 906.34 <br />A = -0.27% <br />K = 553.83 <br />L=150' <br />VPI: 15+88.49 <br />EL: 918.91 <br />A = -5.51% <br />K = 72.62 <br />L=400'HP: 15+94.14EL: 916.16VPC: 10+69.62EL: 904.01VPC: 13+88.49EL: 913.25VPT: 12+19.62EL: 908.4610+00 <br />11+00 <br />12+00 <br />13+00 <br />14+00 <br />15+00 16+00 <br />17+00PC: 14+91.88GGPLANTS, MULCH, & BLOCK EDGINGBITBENCHMARK <br />TNH ELEV: 911.30 <br />BENCHMARKTNH ELEV: 911.4615" CMP <br />C-DC-DC-DC-DCENTURYLINK CLVTCLVTCCLVTCCCCCLVTCLVTGCHCLVTCC-DC-DC-DC-DC-DC-DC-DC-DC-DG-D <br />G-D <br />G-D G-D G-D <br />G-DG-DG-DG-DG-DG-DXCEL <br />SRIM 908.92INVINVINVINVINVINV <br />SRIM 915.72INVINVINVINVINVINVC-DC-DC-DC-D60+0061+00BP: 60+00.00 <br />PI: 60+88.46 <br />PC: 61+50.1251+0052+00EP: 52+00.00 <br />L =4 4 5 .1 6 R =1 4 0 2 .1 8 Δ =1 8 °1 1 '2 5 "RC6.02STREET PLAN & PROFILE <br />SNELLING AVE <br />FEETSCALE <br />0 25 50 <br />HORZ. <br />FEETSCALE <br />0 5 10 <br />VERT.BUSSARD CTCUMMINGS LNLAMETTI LNROW (TYP.) <br />2 <br />2 <br />11 <br />2 <br />3 <br />3 <br />2 <br />STA 13+15, LT <br />END "GUTTER OUT" CURB <br />10' TRANSITION TO "GUTTER IN" CURB <br />STA 13+25, LT <br />BEGIN "GUTTER IN" CURB <br />STA 14+90, RT <br />END "GUTTER IN" CURB <br />10' TRANSITION TO "GUTTER OUT" CURB <br />STA 15+00, RT <br />BEGIN "GUTTER OUT" CURB <br />3 <br />3 <br />2 <br />9 <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 />7 <br />CONSTRUCTION LIMITS (TYP.)200'ROWSTA 13+19.71 SNELLING AVENUE N CL = STA 60+42.06 CUMMINGS LANE CL <br />8 <br />PROPOSED ℄ 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 4:28:19 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 />314 SY FULL RECONSTRUCTION <br />3' CURB TAPER <br />MATCH EXISTING <br />CURB & GUTTER