MAIN STREET SOUTHBOUND CHIEF PEGUIS TRAIL WESTBOUND CHIEF PEGUIS TRAIL EASTBOUND TH02 TH011 TH01 MAIN STREET NORTHBOUND 26 17M-02091-00-C-26 PLAN AND CROSS SECTIONS WSP Canada Group Limited Suite 111 - 93 Lombard Ave Winnipeg, MB R3B 3B1 t. 204.943.3178 f. 204.943.4948 www.wsp.com CITY DRAWING NUMBER SHEET OF Winnipeg THE CITY OF WINNIPEG PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION TP VM BY BY CONSTRUCTION RELEASED FOR APPROVED CHECKED BY DRAWN BY HOR. SCALE DESIGNED DATE DATE BY DATE REVISIONS VERTICAL CONSULTANT ACAD DWG. NO. SUPV U/G STRUCTURES DATE NO. ELEV. 230.XXX G.B.M. BID NO. 4-2018 SIGNED BY: VM 1 2 3 4 5 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 EXISTANCE AND EXACT LOCATION OF ALL SERVICES MUST BE OBTAINED FROM THE INDIVIDUAL UTILITIES BEFORE PROCEEDING LOCATIONS APPROVED UNDERGROUND STRUCTURES METRIC WHOLE NUMBERS INDICATE MILLIMETRES DECIMALIZED NUMBERS INDICATE METRES CHIEF PEGUIS GREENWAY EXTENSION MAIN STREET INTERSECTION IMPROVEMENT PROPOSED LEGEND-PLAN EXISTING PROPOSED LEGEND-PLAN EXISTING LEGEND-PLAN EXISTING PROPOSED 26 19 OCT 2017 JM/DS SB ENGINEER'S SEAL Certificate of Authorization WSP Canada Group Limited No. 6657 ENGINEERS GEOSCIENTIST MANITOBA V A M A B O T I N F O R P O I E C N E N G I N E R E J.S.F. MAGNE S S E P R O F I O N A L D R E T E S R E I G Member 31236 VM 26-01-18 ISSUED FOR UG STRUCTURES REVIEW 11-01-18 ISSUED FOR CLIENT REVIEW DS 23-02-18 ISSUED FOR TENDER FOR MULTI-USE PATHWAY DESIGN SEE DWG C-02 CROSS-SECTION B-B FOR MULTI-USE PATHWAY DESIGN SEE DWG C-04 FOR MULTI-USE PATHWAY DESIGN SEE DWG C-08 A A B B CROSS-SECTION A-A 1:300 S N W E PLAN
INSTALL 150 x 6.0m SUBDRAINS c/wPLUGGED ENDS AS PER CW 3120 (TYP.)
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1.0%
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BUS STOP
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2.0%
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HEATED SHELTER
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BUS STOP
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(8.0x4.0)
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TRAFFIC SIGNALS TO BE RELOCATED BY OTHERS
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CAUTION FEEDERMAIN LIMIT VIBRATORY ACTION WITH 3.0m, LIMIT LOADS AND SPEED WHEN CROSSING FEEDERMAIN NO MACHINE MOUNTED CONCRETE BREAKER
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CAUTION SHAW
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600 FEEDERMAIN
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400 FEEDERMAIN
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CAUTION FEEDERMAIN LIMIT VIBRATORY ACTION WITH 3.0m, LIMIT LOADS AND SPEED WHEN CROSSING FEEDERMAIN NO MACHINE MOUNTED CONCRETE BREAKER
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R=25.00
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TRAFFIC SIGNALS BOX TO BE ADJUSTED BY OTHERS
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BULLNOSE AS PER SD-227C
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INSTALL SPLASH STRIP, SEPARATE AS PER SD 223B (TYP.)
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ABANDON EXISTING CATCH BASIN c/w PLUGGED ENDS AS PER CW 2130
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INSTALL DUAL 1800 CB AS PER SD-024 c/w MODIFIED BARRIER CURB AND GUTTER RIM 30.540; INV 28.920 c/w 250 PVC x 4.0m @ 20%CONNECT TO EXISTING LEAD
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3.0%
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2.0%
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30.720
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30.960
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30.480
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30.720
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30.660
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30.540
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30.730
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30.760
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SALVAGE EXISTING ALUMINUM BALANCED BARRIER RAIL AND POST (TYP.)
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___
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These design documents are prepared solely for the use by the party with whom the design professional has entered into a contract and there
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are no representations of any kind made by the design professional to any party with whom the design professional has not entered into a contract.
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NOTE:
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31.00
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PAVEMENT GRADE
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VALVE
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M.T.S.
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GAS
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HYDRANT
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UTILITIES ADJUSTED
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CURB INLET
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CATCH BASIN
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MANHOLE
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WASTE WATER SEWER
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LAND DRAINAGE SEWER
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WATER MAIN
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GROUND GRADE
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CURB STOP
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HYDRO
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SIGNALS
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PLUG
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HP
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LIGHT STANDARD OR TRAFFIC SIGNAL
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MODIFIED BARRIER CURB
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CURB RAMP
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CONCRETE PAVEMENT
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EDGE OF ASPHALT
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HYDRO POLE
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ASPHALT
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SLOPE
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BARRIER CURB
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#111111
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DIRECTION FLOW
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CIVIC ADDRESS
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HYDRO POLE & LIGHT STANDARD
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230.99
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DETECTABLE WARNING SURFACE TILE
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(31.00)
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ANCHOR
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EDGE OF CONCRETE
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DECORATIVE LIGHT
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BUSHES/TREES
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EDGE OF SIDEWALK
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PROPERTY LINE
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SWALE GRADE
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30.486
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FENCE
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IRON BAR
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PAVING STONES
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CONCRETE SIDEWALK
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SAFETY CURB
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SPLASH STRIP
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BULL NOSE
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COLORED CONCRETE
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NOTES: 1.ALL WORK AND MATERIALS TO BE IN ACCORDANCE WITH THE LATEST REVISION OF THE CITY OF WINNIPEG ALL WORK AND MATERIALS TO BE IN ACCORDANCE WITH THE LATEST REVISION OF THE CITY OF WINNIPEG STANDARD CONSTRUCTION SPECIFICATIONS. 2.CONTRACTOR TO CONFIRM THE LOCATION OF ALL UTILITIES/SERVICES IN THE FIELD PRIOR TO CONSTRUCTION. CONTRACTOR TO CONFIRM THE LOCATION OF ALL UTILITIES/SERVICES IN THE FIELD PRIOR TO CONSTRUCTION. 3.ALL ROADWAY DIMENSIONS SHOWN ARE TO BACK OF CURB. ALL ROADWAY DIMENSIONS SHOWN ARE TO BACK OF CURB. 4.ADD 200.00 TO ABBREVIATED ELEVATIONS TO OBTAIN GEODETIC ELEVATION. ADD 200.00 TO ABBREVIATED ELEVATIONS TO OBTAIN GEODETIC ELEVATION. 5.MODIFIED BARRIER CURB TO BE CONSTRUCTED AT ALL INTERSECTION RADII AND BULLNOSES. MODIFIED BARRIER CURB TO BE CONSTRUCTED AT ALL INTERSECTION RADII AND BULLNOSES. 6.CONTRACTORS TO TAKE PRECAUTIONARY STEPS TO PROTECT EXISTING TREES WITHIN THE LIMITS OF CONTRACTORS TO TAKE PRECAUTIONARY STEPS TO PROTECT EXISTING TREES WITHIN THE LIMITS OF CONSTRUCTION FROM DAMAGE FROM CONSTRUCTION ACTIVITIES AS OUTLINED IN THE SPECIFICATIONS. 7.LAMP STANDARDS, HYDRO POLES, AND ANCHORS THAT REQUIRE TEMPORARY SUPPORT, REMOVAL OR LAMP STANDARDS, HYDRO POLES, AND ANCHORS THAT REQUIRE TEMPORARY SUPPORT, REMOVAL OR REPLACEMENT, TO BE DONE SO AT THE EXPENSE OF THE CONTRACTOR AS NECESSARY. 8.ALL BOULEVARDS TO BE SEEDED UNLESS OTHERWISE NOTED. LIMITS TO BE IDENTIFIED IN THE FIELD BY THE ALL BOULEVARDS TO BE SEEDED UNLESS OTHERWISE NOTED. LIMITS TO BE IDENTIFIED IN THE FIELD BY THE CONTRACT ADMINISTRATOR. 9.ADJUST ALL WATER VALVES, HYDRANTS, MANHOLES, AND CATCH BASINS IN WORK AREA TO GRADE. ADJUST ALL WATER VALVES, HYDRANTS, MANHOLES, AND CATCH BASINS IN WORK AREA TO GRADE. 10.CONTRACTOR TO MATCH EXISTING JOINT LAYOUT. CONTRACTOR TO MATCH EXISTING JOINT LAYOUT.
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2.0%%%
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150 SUB DRAIN c/w STONE AND DRAINAGE FABRIC AS PER SD-245
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230 PLAIN DOWELLED CONCRETE 75-20mm BASE COURSE 150-50mm SUB-BASE 650-150mm SUB-BASE SEPARATION GEOTEXTILE FABRIC PREPARED SUB GRADE
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2.0-6.0%%%
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2.0-6.0%%%
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NTS
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E PROPERTY LINE
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SAFETY CURB AS PER SD-206B
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2.0-3.0%
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2.0%
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2.0%
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2.0%
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50-75mm ASPHALT OVERLAY 230mm PLAIN DOWELLED CONCRETE PAVEMENT 75mm BASE COURSE MATERIAL 150mm-50mm SUB BASE MATERIAL 650mm-150mm SUB-BASE MATERIAL SEPARATION GEOTEXTILE FABRIC SUB-GRADE COMPACTION
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NTS
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PROPOSED SIDEWALK & MUP
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PROPOSED LT LANE
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100mm CONCRETE SIDEWALK 50 - 20mm BASE COURSE MATERIAL 150-50mm SUB BASE MATERIAL SEPARATION GEOTEXTILE FABRIC
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75 TYPE 1A ASPHLT 50-20mm BASE COURSE 150-50mm SUB-BASE SEPARATION GEOTEXTILE FABRIC
