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.)
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
BUS STOP
AutoCAD SHX Text
2.0%
AutoCAD SHX Text
HEATED SHELTER
AutoCAD SHX Text
BUS STOP
AutoCAD SHX Text
(8.0x4.0)
AutoCAD SHX Text
TRAFFIC SIGNALS TO BE RELOCATED BY OTHERS
AutoCAD SHX Text
CAUTION FEEDERMAIN LIMIT VIBRATORY ACTION WITH 3.0m, LIMIT LOADS AND SPEED WHEN CROSSING FEEDERMAIN NO MACHINE MOUNTED CONCRETE BREAKER
AutoCAD SHX Text
CAUTION SHAW
AutoCAD SHX Text
600 FEEDERMAIN
AutoCAD SHX Text
400 FEEDERMAIN
AutoCAD SHX Text
CAUTION FEEDERMAIN LIMIT VIBRATORY ACTION WITH 3.0m, LIMIT LOADS AND SPEED WHEN CROSSING FEEDERMAIN NO MACHINE MOUNTED CONCRETE BREAKER
AutoCAD SHX Text
R=25.00
AutoCAD SHX Text
TRAFFIC SIGNALS BOX TO BE ADJUSTED BY OTHERS
AutoCAD SHX Text
BULLNOSE AS PER SD-227C
AutoCAD SHX Text
INSTALL SPLASH STRIP, SEPARATE AS PER SD 223B (TYP.)
AutoCAD SHX Text
ABANDON EXISTING CATCH BASIN c/w PLUGGED ENDS AS PER CW 2130
AutoCAD SHX Text
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
AutoCAD SHX Text
3.0%
AutoCAD SHX Text
2.0%
AutoCAD SHX Text
30.720
AutoCAD SHX Text
30.960
AutoCAD SHX Text
30.480
AutoCAD SHX Text
30.720
AutoCAD SHX Text
30.660
AutoCAD SHX Text
30.540
AutoCAD SHX Text
30.730
AutoCAD SHX Text
30.760
AutoCAD SHX Text
SALVAGE EXISTING ALUMINUM BALANCED BARRIER RAIL AND POST (TYP.)
AutoCAD SHX Text
___
AutoCAD SHX Text
These design documents are prepared solely for the use by the party with whom the design professional has entered into a contract and there
AutoCAD SHX Text
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.
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
31.00
AutoCAD SHX Text
PAVEMENT GRADE
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
M.T.S.
AutoCAD SHX Text
GAS
AutoCAD SHX Text
HYDRANT
AutoCAD SHX Text
UTILITIES ADJUSTED
AutoCAD SHX Text
CURB INLET
AutoCAD SHX Text
CATCH BASIN
AutoCAD SHX Text
MANHOLE
AutoCAD SHX Text
WASTE WATER SEWER
AutoCAD SHX Text
LAND DRAINAGE SEWER
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
GROUND GRADE
AutoCAD SHX Text
CURB STOP
AutoCAD SHX Text
HYDRO
AutoCAD SHX Text
SIGNALS
AutoCAD SHX Text
PLUG
AutoCAD SHX Text
HP
AutoCAD SHX Text
LIGHT STANDARD OR TRAFFIC SIGNAL
AutoCAD SHX Text
MODIFIED BARRIER CURB
AutoCAD SHX Text
CURB RAMP
AutoCAD SHX Text
CONCRETE PAVEMENT
AutoCAD SHX Text
EDGE OF ASPHALT
AutoCAD SHX Text
HYDRO POLE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
BARRIER CURB
AutoCAD SHX Text
#111111
AutoCAD SHX Text
DIRECTION FLOW
AutoCAD SHX Text
CIVIC ADDRESS
AutoCAD SHX Text
HYDRO POLE & LIGHT STANDARD
AutoCAD SHX Text
230.99
AutoCAD SHX Text
DETECTABLE WARNING SURFACE TILE
AutoCAD SHX Text
(31.00)
AutoCAD SHX Text
ANCHOR
AutoCAD SHX Text
EDGE OF CONCRETE
AutoCAD SHX Text
DECORATIVE LIGHT
AutoCAD SHX Text
BUSHES/TREES
AutoCAD SHX Text
EDGE OF SIDEWALK
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
SWALE GRADE
AutoCAD SHX Text
30.486
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
IRON BAR
AutoCAD SHX Text
PAVING STONES
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
SAFETY CURB
AutoCAD SHX Text
SPLASH STRIP
AutoCAD SHX Text
BULL NOSE
AutoCAD SHX Text
COLORED CONCRETE
AutoCAD SHX Text
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.
AutoCAD SHX Text
2.0%%%
AutoCAD SHX Text
150 SUB DRAIN c/w STONE AND DRAINAGE FABRIC AS PER SD-245
AutoCAD SHX Text
230 PLAIN DOWELLED CONCRETE 75-20mm BASE COURSE 150-50mm SUB-BASE 650-150mm SUB-BASE SEPARATION GEOTEXTILE FABRIC PREPARED SUB GRADE
AutoCAD SHX Text
2.0-6.0%%%
AutoCAD SHX Text
2.0-6.0%%%
AutoCAD SHX Text
NTS
AutoCAD SHX Text
E PROPERTY LINE
AutoCAD SHX Text
SAFETY CURB AS PER SD-206B
AutoCAD SHX Text
2.0-3.0%
AutoCAD SHX Text
2.0%
AutoCAD SHX Text
2.0%
AutoCAD SHX Text
2.0%
AutoCAD SHX Text
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
AutoCAD SHX Text
NTS
AutoCAD SHX Text
PROPOSED SIDEWALK & MUP
AutoCAD SHX Text
PROPOSED LT LANE
AutoCAD SHX Text
100mm CONCRETE SIDEWALK 50 - 20mm BASE COURSE MATERIAL 150-50mm SUB BASE MATERIAL SEPARATION GEOTEXTILE FABRIC
AutoCAD SHX Text
75 TYPE 1A ASPHLT 50-20mm BASE COURSE 150-50mm SUB-BASE SEPARATION GEOTEXTILE FABRIC