WHOLE NUMBERS INDICATE MILLIMETRES DECIMALIZED NUMBERS INDICATE METRES METRIC 7 W160034-7-Empress-Rehab-PP-7.dwg 7 14 WRJ DID RPB BWB - - 18/03/09 RPB ISSUED FOR CLIENT REVIEW A 18/01/31 B O:\Winnipeg\Proj\W160034\4 Design\1 Drawings\06 Sheets\Detailed Design\Contract 1-Rehabilitation\W160034-7-Empress-Rehab-PP-7.dwg Last Saved: 3/5/2018 2:13 PM by DDoszpod Plotted: 3/5/2018 2:29 PM by Daniel Doszpod ISO A1 - 594mm x 841mm E G E N G P R E D I S T E A L S S R E F O O N I I N O B A A O F M E C N P R E I O V R N T I R E BRUCE R.P. P-3494-7 DESIGNED DRAWN CHECKED APPROVED RELEASED FOR CONSTRUCTION BM ELEV HOR SCALE VERT SCALE DATE DATE PROFESSIONAL'S SEAL DRAWING No. SHEET OF CONSULTANT FILE NAME BY BY BY BY LOCATION OF UNDERGROUND STRUCTURES AS SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE BUT NO GUARANTEE IS GIVEN THAT ALL EXISTING UTILITIES ARE SHOWN OR THAT THE GIVEN LOCATIONS ARE EXACT. CONFIRMATION OF EXISTENCE AND EXACT LOCATION OF ALL SERVICES MUST BE OBTAINED FROM THE INDIVIDUAL UTILITIES BEFORE PROCEEDING WITH CONSTRUCTION. NOTE: SUPR. U/G STRUCTURES COMMITTEE LOCATION APPROVED UNDERGROUND STRUCTURES DATE BY REVISIONS YY/MM/DD No. BID OPPORTUNITY No. 38-2018 THE CITY OF WINNIPEG PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION CITY DRAWING NUMBER REV 2018 REGIONAL STREET REHABILITATION EMPRESS STREET PORTAGE AVENUE TO JACK BLICK AVENUE; WESTWAY AND EASTWAY LEGEND - PLAN EXISTING NEW LEGEND - PLAN EXISTING NEW LEGEND - PLAN EXISTING NEW WATER MAIN LAND DRAINAGE SEWER SANITARY/COMBINED SEWER MANHOLE CATCH BASIN / CATCH PIT CURB INLET WITH BOX HYDRO / CABINET MTS / PEDESTAL GAS SURVEY BAR FENCE TREE CATV / FIBRE OPTIC TRAFFIC SIGNALS / PIT CB LEAD / SSP / DCP SUBDRAIN DITCH PROPERTY LINE BOC / EDGE OF PAVEMENT TEST HOLE TH-12 ELEVATION TRAFFIC SIGN 33.000 CONCRETE PAVEMENT CONC SIDEWALK / MEDIAN ASPHALT PAVEMENT PAVING STONE GRAVEL PLANING / REMOVAL RAMP CURB 33.333 Winnipeg Certificate of Authorization MORRISON HERSHFIELD No. 1736 ENGINEERS GEOSCIENTISTS MANITOBA 1:250 1:10 HORIZONTAL AND VERTICAL ALIGNMENT STA 0+150 TO STA 0+280 Section Taken Shown SECTION LEGEND Section Letter MATCH LINE - STA 0+280 DWG. No. 8 CHAINAGE ALONG WEST GUTTER LINE MATCH LINE - STA 0+150 DWG. No. 6 EMPRESS STREET RPB 18/03/09 ISSUED FOR TENDER B 33.387 33.489 33.360 33.521 NOTES 1. ADJUST MH AND CB RIMS TO NEW GRADES. 2. CONTRACTOR TO REGRADE/RENEW EXST PRIVATE SIDEWALKS TO LIMITS AS SHOWN. SIDEWALKS TO BE RENEWED WITH CONCRETE UNLESS NOTED OTHERWISE. 3. CONTRACTOR TO TAKE PRECAUTIONARY STEPS AS OUTLINED IN THE SPECIFICATIONS TO PROTECT EXISTING TREES WITHIN THE LIMITS OF CONSTRUCTION FROM DAMAGE FROM CONSTRUCTION ACTIVITIES . 4. MODIFIED BARRIER CURB TO BE CONSTRUCTED AT ALL INTERSECTION RADII, BACK LANE RADII AND BULLNOSES. 5. CONTRACTOR TO CONFIRM THE LOCATION OF ALL UTILITIES/SERVICES IN THE FIELD PRIOR TO CONSTRUCTION. 6. ADD 200.000m TO ABBREVIATED ELEVATIONS TO OBTAIN GEODETIC ELEVATIONS. 7. CB SD-024 OFFSETS ARE DIMENSIONED TO BOC. CB SD-025 OFFSETS ARE DIMENSIONED O/C. 8. ALL DIMENSIONS TO BACK OF CURB AND THEORETICAL BACK OF CURB. ELEC ELEC ELEC ELEC ELEC 0 100 + 0 150 + 0 200 + 0 250 + 1.25% 1.25% 1.75% 1.75% 1.75% 0.9% 0.86% 1.0% 2.0% 2.0% 1.5% 1.5% 33.340 33.383 33.295 33.253 33.154 33.067 33.144 33.163 33.205 33.300 33.345 33.275 33.335 33.290 33.365 33.107 33.260 33.227 33.191 33.226 33.211 33.249 33.240 33.221 33.234 33.259 33.280 33.237 1.75% 1.75% 1.75% 33.282 33.281 33.391 33.234 33.141 33.162 33.111 33.255 33.216 33.230 33.215 33.185 33.315 33.148 33.065 33.086 33.025 33.188 33.140 33.163 33.348 33.376 33.467 33.320 33.217 33.238 33.197 33.321 33.292 33.296 33.227 33.342 33.288 33.276 33.198 33.214 33.261 33.290 33.319 33.355 33.427 33.455 33.336 33.216 33.181 33.099 33.138 33.204 33.243 33.243 33.250 33.332 33.369 33.270 33.130 33.085 33.000 33.062 33.147 33.195 33.167 33.145 33.236 33.283 33.203 33.044 33.287 33.208 33.350 33.491 33.421 33.359 33.230 33.220 33.231 33.241 33.288 33.324 33.393 33.315 33.264 33.247 33.342 33.309 33.405 33.274 33.246 33.238 33.242 33.367 33.344 33.506 33.434 33.459 33.408 33.298 33.368 33.438 33.485 33.405 33.168 33.155 33.099 33.109 33.258 EASTWAY #555 CAPITAL FORD HYDRO-1DCT HYDRO-9DCTS/TS HYDRO-2DCTS MTS-4DCTS/SHAW TS SHAW 750 CONC SRS EMPRESS STREET 300 CONC CS 100 MP GAS SEE DWG #11 FOR CONTINUATION SL 100 GAS SERV 600 CONC SRS SL 300 AC WM 3.810 3.810 2.591 2.591 2.591 24.384 11.582 5.330 1.219 0.964 4.877 1.219 6.706 6.706 10.973 13.564 3.810 3.810 0.762 3.810 3.810 3.353 ADJUST EXST MH F&C (TYP) ADJUST EXST MH F&C (TYP) ADJUST EXST MH F&C (TYP) ADJUST EXST GV's AND VALVE PIT (TYP) EXST SL POLE TO BE RELOCATED (BY OTHERS) EXST SL POLE TO BE RELOCATED (BY OTHERS) EXST SL POLE TO BE RELOCATED (BY OTHERS) INSTALL DETECTABLE WARNING TILE (TYP) 0+160.9270 O/S 2.320 L 460 DP CP (SD-023) RIM EL 33.044, 250 N INV 32.094, BOT EL 32.094 C/W 250Ø x 2.000 SSP @ 6.00% CONNECT TO PROP CB, INV 31.974 0+162.321 O/S 16.273 R 1200 DP CB (SD-024) RIM EL 33.000, 300 W INV & 250 S INV 31.950, BOT EL 31.350 C/W 250Ø x 14.600 SSP @ 2.60% CONNECT TO EXST 600 SRS,600 SRS INV 31.56± REMOVE EXST CB AND ABANDON LEAD 0+162.927 O/S 2.320 L 1200 DP CB (SD-024) RIM EL 33.025, 250 S INV & 250 NE INV 31.975, BOT EL 31.375 C/W 250 x 2.0 SSP CONNECT TO EXST CB LEAD (SSP) REMOVE EXST CB AND ABANDON LEAD REMOVE EXST CI,CI BOX, CB & ABANDON LEAD 0+203.995 O/S 16.273 R 1200 DP CB (SD-024) RIM EL 33.145, 250 W INV 32.095, BOT EL 31.495 C/W 250Ø x 14.5 SSP @ 5.2% CONNECT TO EXST 750 SRS, 750 SRS INV 31.34± 0+202.088 O/S 2.320 L 1200 DP CB (SD-024) RIM EL 33.185, 250 E INV 32.135, BOT EL 31.535 C/W 250Ø x 3.6 SSP @ 22.1% CONNECT TO EXST 750 SRS, 750 SRS INV 31.34± REMOVE EXST CB AND ABANDON LEAD NEW 150 BC DOWELLED ON W/S (TYP) - SD-205 NEW 150 BC DOWELLED ON E/S (TYP) - SD-205 EASTWAY TO WESTWAY PAVING STONE BAND (TYP) CONCRETE BULLNOSE SD-227C (TYP) SAFETY MEDIAN SD-226B CAUTION: SHAW CAUTION: SL CAUTION: GAS CAUTION: HYDRO CAUTION: TS CAUTION: SL CAUTION: MTS & SHAW ADJUST EXST CB F&C (TYP) 0+260.448 O/S 15.968 R (TO CENTER) 1200 DP CB (SD-025) RIM EL 33.044, 250 W INV 31.994, BOT EL 31.394 C/W 250Ø x 14.500 SSP @ 5.00% CONNECT TO EXST 750 SRS, 750 SRS INV 31.27± 0+160.321 O/S 16.273 R 460 DP CP (SD-023) RIM EL 33.023, 250 N INV 32.073, BOT EL 32.073 C/W 250Ø x 2.000 SSP @ 6.20% CONNECT TO PROP CB, INV 31.949 REMOVE EXST CB AND ABANDON LEAD TOPSOIL AND SOD ADJUST BELL/MTS MH F & C BY OTHERS NEW 150 BC DOWELLED ON E/S (TYP) - SD-205 STA 0+101.0 TO EASTWAY ADJUST EXST HYDRO MH F&C (TYP) CAUTION: GAS ADJUST EXST HYDRO MH F & C (TYP) ADJUST EXST MH F&C (TYP) 33.141 33.263 33.225 33.292 33.240 33.299 33.315 33.219 33.299 33.373 33.259 33.420 3.387 3.489 3.360 3.521 232.800 233.200 233.600 0+280 0+280 % 0+200 0+250 0+280 -0.43% -1.16% 0.69% 0.71% 0.62% -0.40% -1.23% 0.40% 0.91% 0.35% -0.49% -0.30% E GUT EL 233.085 E GUT EL 233.000 E GUT EL 233.062 E GUT EL 233.147 E GUT EL 233.195 E GUT EL 233.203 E GUT EL 233.044 E GUT EL 233.236 E GUT EL 233.283 E GUT EL 233.167 E GUT EL 233.145 -0.43% -1.12% 0.44% 0.55% 0.51% -0.49% -1.08% 0.36% 0.82% 0.27% 0.00% 0.10% CL EL 233.181 CL EL 233.099 0+171.242 CL EL 233.138 CL EL 233.204 CL EL 233.243 CL EL 233.270 CL EL 233.130 CL EL 233.332 CL EL 233.369 CL EL 233.243 CL EL 233.250 0+155.000 E MED GUT 233.276 -0.43% 0.38% -0.59% -0.93% 0.21% 0.51% 0.49% 0.18% 0.39% E MED GUT 233.198 0+190.942 E MED GUT 233.290 0+247.500 E MED GUT 233.336 0+260.447 E MED GUT 233.216 E MED GUT 233.427 0+227.500 E MED GUT 233.455 0+196.642 E MED GUT 233.319 E MED GUT 233.355 0+171.242 E MED GUT 233.214 0+183.242 E MED GUT 233.261 -1.07% 0.38% -0.59% -0.93% 0.31% 0.72% 0.51% 0.49% 0.18% 0.39% -1.08% -0.43% 0+162.321 E SW EL 233.208 0+155.000 E SW EL 233.287 0 VERTICAL SCALE: 1:10 0.2 0.1 0.4 0.3 0.5m NORTHBOUND PAVEMENT PROFILE EAST PROPERTY LINE EXST EAST GUTTER EXST CENTERLINE NRTHBND LANES EXST EAST MEDIAN GUTTER EAST GUTTER CENTERLINE EAST SIDEWALK EAST MEDIAN GUTTER 0+200 0+250 0+280 0+150 0.41% 5.00% -5.00% -0.40% 0.35% 1.47% 0.70% 0+199.228 E SW EL 233.298 0+263.433 E SW EL 233.258 0+260.461 E SW EL 233.109 0+252.238 E SW EL 233.168 0+247.500 E SW EL 233.405 0+227.500 E SW EL 233.485 0+203.995 E SW EL 233.368 0+214.000 E SW EL 233.438 0.32% 0.37% 0.49% -0.75% -0.72% -0.53% 0+237.965 E MED TL 233.393 0+277.839 E MED TL 233.315 0+263.908 E MED TL 233.264 0+251.895 E MED TL 233.309 0+260.447 E MED TL 233.247 0+247.500 E MED TL 233.342 EAST MEDIAN LEFT TURN LANE 232.800 233.200 233.600 0+150 0+200 0+250 0+280 -0.55% 0.53% -0.71% -0.80% 0.30% 0.34% 0.79% 0.47% 0.40% 0.33% -0.94% W GUT EL 233.185 W GUT EL 233.315 W GUT EL 233.148 W GUT EL 233.065 W GUT EL 233.086 W GUT EL 233.140 W GUT EL 233.215 W GUT EL 233.163 W GUT EL 233.188 W GUT EL 233.025 0+202.088 W MED GUT EL 233.376 W MED GUT EL 233.467 0+250.000 W MED GUT EL 233.320 0+260.387 W MED GUT EL 233.217 0+267.500 W MED GUT EL 233.238 W MED GUT EL 233.292 0+196.642 W MED GUT EL 233.348 0+183.242 W MED GUT EL 233.296 0+190.942 W MED GUT EL 233.321 W MED GUT EL 233.197 0.51% 0.37% -0.63% -0.99% 0.30% 0.34% 0.65% 0.48% 0.07% 0.32% -0.85% -0.02% 0.45% -0.67% -0.90% 0.30% 0.34% 0.72% 0.48% 0.24% 0.32% -0.90% CL EL 233.281 0+226.509 CL EL 233.391 CL EL 233.234 CL EL 233.141 CL EL 233.162 CL EL 233.216 CL EL 233.282 CL EL 233.230 CL EL 233.255 0+162.927 CL EL 233.111 -2.24% 0.79% -0.94% 0+179.907 W SW EL 233.288 0+177.500 W SW EL 233.342 0+162.927 W SW EL 233.227 WEST GUTTER WEST PROPERTY LINE EXST WEST GUTTER EXST CENTERLINE STHBND LANES SOUTHBOUND PAVEMENT PROFILE 0 VERTICAL SCALE: 1:10 0.2 0.1 0.4 0.3 0.5m EXST WEST MEDIAN GUTTER CENTERLINE WEST MEDIAN GUTTER WEST SIDEWALK 0+200 0+250 0+280 0+150 0.34% 0.35% 0.97% -2.02% -0.71% 1.66% -0.52% 0+218.017 W SW EL 233.350 0+277.834 W SW EL 233.324 0+267.500 W SW EL 233.288 0+262.665 W SW EL 233.241 0+255.070 W SW EL 233.230 0+248.693 W SW EL 233.359 0+226.509 W SW EL 233.491 0+240.000 W SW EL 233.421 0.27% 0.12% 0.11% -1.24% -1.24% -0.63% -0.56% 0.38% 0.28% 0.51% 0+202.942 W MED TL EL 233.405 0+277.834 W MED TL EL 233.274 0+263.832 W MED TL EL 233.242 0+267.500 W MED TL EL 233.246 0+251.820 W MED TL EL 233.344 0+260.387 W MED TL EL 233.238 0+237.965 W MED TL EL 233.434 0+250.000 W MED TL EL 233.367 0+226.509 W MED TL EL 233.506 0+203.995 W MED TL EL 233.408 0+214.000 W MED TL EL 233.459 WEST MEDIAN LEFT TURN LANE 232.800 233.200 233.600 0+150 232.800 233.200 233.600 0+280 0+280 %