Resolution No. 2026-035 – A Resolution Approving the Plans, Specifications, Form of Contract and Estimate of Costs for the Village Drive and Roberts Ferry Road Traffic Signal Project — I.2 (G.2)

S ROBERT FERRY RD & VILLAGE DR NE S ROBERT FERRY RD & VILLAGE DR SE NE POINT NUMBER STATION OFFSET ELEVATION NORTHING EASTING 200 10+56.98 29.00' R 716.14 623700.73 2141124.84 301 302 VILLAGE DRIVE 717.94 717.84 201 10+56.05 29.38' R 715.73 623699.82 2141125.24 ADJUST VALVE BOX 202 10+56.07 36.50' R 716.19 623700.03 2141132.36 (INCIDENTAL) YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY 203 10+60.51 45.47' R 716.34 623704.69 2141141.21 0 4 8 0 4 8 YYYYYYYYY Y 300 Y 204 10+46.07 34.97' R 715.85 623689.98 2141131.09 718.50 2.1% 1.5% C 205 10+45.26 35.57' R 716.41 623689.19 2141131.70 303 C 1.9% 718.30 206 10+46.10 43.31' R 716.39 623690.23 2141139.42 7.0% 7.0% 305 304 207 10+52.46 51.02' R 716.54 623696.79 2141146.97 718.29 717.85 208 10+42.14 70.96' R 718.06 623686.99 2141167.17 306 G 1.9% 718.20 313 718.56 209 10+41.85 75.96' R 717.98 623686.83 2141172.17 2.0% 2.0% 307 308 210 10+32.07 70.97' R 717.91 623676.93 2141167.44 RADIUS POINT 718.30 718.39 STA 10+75, 75.50' RT 211 10+31.85 75.97' R 717.83 623676.83 2141172.44 1.9% 312 1.9% 212 10+25.66 69.98' R 717.97 623670.49 2141166.61 718.81 0.8% 8.3% 8.3% 309 310 311 213 10+25.56 70.98' R 717.48 623670.41 2141167.61 718.90 5' 721.08 721.00 214 10+25.35 75.98' R 717.41 623670.34 2141172.62 11.6% 1.9% 2.0% 6' 215 10+25.35 76.98' R 717.90 623670.37 2141173.62 YY Y Y Y Y 318 1.5% 0.7% 1.1% 718.67 0.9% 0.9% SI 6' YYYYYYYYYYY 4' EXI SI STI 200 202 203 716.34 1.4% N 716.14 716.19 2.0% 11.5% GR % 1.5 /W 316 2.0 YYY 317 YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY 718.97 % C MANHOLE ADJUSTMENT 314 718.90 MINOR 721.14 315 SI 6.5% 721.06 SI 201 207 715.73 716.54 SE 1.6 SI POINT NUMBER STATION OFFSET ELEVATION NORTHING EASTING % 1.9 % 1.5 % 208 300 9+72.21 70.06' R 718.50 623617.06 2141168.08 718.06 6.8 301 9+72.42 71.04' R 717.94 623617.29 2141169.05 S ROBERT FERRY ROAD 6.5% % S SI 302 9+73.13 76.04' R 717.84 623618.13 2141174.03 204 C 209 303 9+73.23 77.03' R 718.30 623618.26 2141175.02 MH 1.6% 715.85 717.98 304 9+72.42 76.04' R 717.85 623617.43 2141174.05 205 716.41 206 716.39 4.9 305 9+67.42 71.04' R 718.29 623612.29 2141169.19 YYYYYYYYYY % 10' 306 9+67.42 76.04' R 718.20 623612.43 2141174.19 RADIUS POINT 1.5% STA 9+24, 80.40' RT 1.5% 307 9+62.42 71.05' R 718.39 623607.29 2141169.32 308 9+62.42 76.05' R 718.30 623607.43 2141174.32 YYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYY 211 717.83 309 9+56.41 48.96' R 721.08 623600.72 2141147.40 1.6% CURB RAMP DETAIL LEGEND D 5' 310 311 9+56.38 9+56.27 52.96' R 71.06' R 721.00 718.90 623600.79 623601.15 2141151.40 2141169.49 6.5% 6.5% RAMP 210 717.91 215 312 9+56.28 76.06' R 718.81 623601.29 2141174.49 TURNING SPACE 717.90 C C 313 9+63.00 106.30' R 718.56 623608.80 2141204.55 SIDEWALK YYYYYY 1.6% 314 9+50.30 48.91' R 721.14 623594.61 2141147.51 DETECTABLE WARNING FIELD 212 717.97 315 9+50.30 52.91' R 721.06 623594.71 2141151.51 C 10:1 CONCRETE FLARE YYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY 316 9+50.27 71.06' R 718.97 623595.16 2141169.65 XXXX POINT NUMBER & ELEVATION T T YYY.YY 213 214 717.48 717.41 317 9+50.28 76.06' R 718.90 623595.29 2141174.65 DRAINAGE DIRECTION (HIGH POINT) SAW CUT CONCRETE 318 9+57.33 107.11' R 718.67 623603.15 2141205.51 YYYYYY VILLAGE DRIVE NO. DATE REVISION BY PROJECT NO. ENGINEERING | ARCHITECTURE | SURVEYING PROJECT DATE: . DRAWN BY: DESIGNED BY: CHECKED BY: Init Init Init PLOT DATE: 4/9/2026 2:56 PM, G:\13\13603\13603027\CADD\Construction Documents\13603027 Curb Ramps.dwg . . . . . . . . . . . . . FUNDING | PLANNING | ENVIRONMENTAL 6045 Rockwell Drive NE, Cedar Rapids IA 52402 (319) 364-4773 www.msa-ps.com © MSA Professional Services, Inc. ROBERTS FERRY RD & VILLAGE DR SIGNAL IMPROVEMENTS CITY OF TIFFIN TIFFIN, IA CURB RAMP DETAILS 13603027 SHEET S2