SELKIRK 2016 CAPITAL WORKS PROGRAM JEMIMA STREET RECONTRUCTION JEMIMA STREET WATERMAIN RENEWAL SOPHIA STREET NEW CONSTRUCTION CITY OF

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1 C:\Users\kdepauw\Documents\City of Selkirk\216Streets\Cover.dwg, CoverTemplate, 1/2/216 1:26:11 PM 216 CAPITAL WORKS PROGRAM JEMIMA ST RECONTRUCTION JEMIMA ST RENEWAL SOPHIA ST NEW CONSTRUCTION

2 SEE SHEET J-2 6 CS 75 LDS LDS 6.1± (ABAND) 6.1± 25 WWS 1.± INSTALL 6 X 15 BARRIER AND GUTTER, DROP THRU APPROACHES LOCATION OF UNDERGROUND UTILITIES AS SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE. BUT NO GUARANTEE IS GIVEN THAT ALL 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 PRECEEDING WITH CONSTRUCTION. CONSTRUCTION NOTE; REMOVE AND REGRADE BASE COURSE, INSTALL BASE COURSE AS REQUIRED, INSTALL AND GUTTER, INSTALL 75mm, SODDING. C:\Users\kdepauw\Documents\City of Selkirk\216Streets\Tender\ACAD\JemimaPavt.dwg, J1, 1/2/216 1:45:4 PM GRAVEL LOCATION Ex. East Gutter WINNIPEG STANDARD CONSTRUCTION SPECIFICATION. 2. CHAINAGE IS ALONG EAST OF JEMIMA ST :25 FIELD BOOK(S): 15-1, 15-2 ELEVATION: : TOP OF N.E. CORNER MANITOBA AVENUE AND JEMIMA ST. 216 CAPITAL WORKS PROJECT JEMIMA ST REHABILITATION MANITOBA AVENUE 6m NORTH OF SUPERIOR AVENUE J-1

3 SEE SHEET J SEE SHEET J-3 6 LDS 6.± 3.66± CS 13.6± 45 CS 1.± ± 9 LDS 4.5± 6.± 4.9± 9 WWS 11.7± LOCATION OF UNDERGROUND UTILITIES AS SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE. BUT NO GUARANTEE IS GIVEN THAT ALL 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 PRECEEDING WITH CONSTRUCTION. INSTALL 6 X 15 BARRIER AND GUTTER, DROP THRU APPROACHES ABANDON EXIST. INSTALL CATCHBASIN SD-224 TIE TO LEAD BY OTHERS CONSTRUCTION NOTE; REMOVE AND REGRADE BASE COURSE, INSTALL BASE COURSE AS REQUIRED, INSTALL AND GUTTER, INSTALL 75mm, SODDING. C:\Users\kdepauw\Documents\City of Selkirk\216Streets\Tender\ACAD\JemimaPavt.dwg, J2, 1/2/216 1:45:7 PM Ex. East Gutter LOCATION GRAVEL WINNIPEG STANDARD CONSTRUCTION SPECIFICATION. 2. CHAINAGE IS ALONG EAST OF JEMIMA ST. 3. SEE DRAWING J-1 FOR DETAILS :25 Ex. East Gutter FIELD BOOK(S): 15-1, 15-2 ELEVATION: : TOP OF N.E. CORNER MORRIS AVENUE AND JEMIMA ST. 216 CAPITAL WORKS PROJECT JEMIMA ST REHABILITATION 6m NORTH OF SUPERIOR AVENUE 4m NORTH OF DUFFERIN AVENUE J-2

4 3 LDS SEE SHEET J LDS 6.± 25 WM 25 WM 7.2± 9 LDS 4.± 4.2± ABANDON EXIST. INSTALL CATCHBASIN SD-224 TIE TO LEAD BY OTHERS 45 CS 1.7± 6 LDS INSTALL 6 X 15 BARRIER AND GUTTER, DROP THRU APPROACHES 45 CS 1.7± 375 LDS 4.± CONSTRUCTION NOTE; REMOVE AND REGRADE BASE COURSE, INSTALL BASE COURSE AS REQUIRED, INSTALL AND GUTTER, INSTALL 75mm, SODDING. LOCATION OF UNDERGROUND UTILITIES AS SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE. BUT NO GUARANTEE IS GIVEN THAT ALL 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 PRECEEDING WITH CONSTRUCTION. C:\Users\kdepauw\Documents\City of Selkirk\216Streets\Tender\ACAD\JemimaPavt.dwg, J3, 1/2/216 1:46:8 PM GRAVEL LOCATION Ex. East Gutter WINNIPEG STANDARD CONSTRUCTION SPECIFICATION. 2. CHAINAGE IS ALONG EAST OF JEMIMA ST. 3. SEE DRAWING J-1 FOR DETAILS :25 FIELD BOOK(S): 15-1, 15-2 ELEVATION: : TOP OF N.E. CORNER DUFFERIN AVENUE AND JEMIMA ST. 216 CAPITAL WORKS PROJECT JEMIMA ST REHABILITATION 4m NORTH OF DUFFERIN AVENUE TO QUEEN AVENUE J-3

165 LDS 25 WWS 9 WWS 375 WWS 15 LDS 3 WWS 9 LDS 3 LDS 75 LDS 3 LDS 225 WWS 3 WWS 3 LDS 4.± 75 LDS 3 WWS 3 WWS EXTERNAL POINT REPAIR EXTERNAL POINT REPAIR 6 LDS 6.± 25 WM 25 WM (ABAND.

5 165 LDS 25 WWS 9 WWS 375 WWS 15 LDS 3 WWS 9 LDS 3 LDS 75 LDS 3 LDS 225 WWS 3 WWS 3 LDS 4.± 75 LDS 3 WWS 3 WWS EXTERNAL POINT REPAIR EXTERNAL POINT REPAIR 6 LDS 6.± 25 WM 25 WM (ABAND.) WM 75 LDS 45 LDS 45 LDS 6 LDS 45 CS INV 22.87± EXTERNAL POINT REPAIR 165 LDS 6.1± 6.1± 25 WWS 1.± 3.66± 4.9± 6.7± 9 WWS 11.7± EXTERNAL POINT REPAIR 9 LDS 4.5± 3 WWS 13.6± 6.± 45 CS 1.± LOCATION OF UNDERGROUND UTILITIES AS SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE. BUT NO GUARANTEE IS GIVEN THAT ALL 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 PRECEEDING WITH CONSTRUCTION. Existing CL Existing CL Existing CL Exact Depth of Existing Watermain Unknown Exact Depth of Existing Watermain Unknown GRAVEL LOCATION WINNIPEG STANDARD CONSTRUCTION SPECIFICATION. 2. CHAINAGE IS ALONG EAST OF JEMIMA ST :5 FIELD BOOK(S): 15-1 ELEVATION: : TOP OF N.E. CORNER MANITOBA AVENUE AND JEMIMA ST. UPGRADE JEMIMA ST MANITOBA AVENUE 2m NORTH OF DUFFERIN AVENUE J-4

6 GRAVEL INSTALL 6 X 15 BARRIER AND GUTTER, DROP THRU APPROACHES PAVEMENT STRUCTURE GEOTEXTILE (NON-WOOVEN) 4mm SUBBASE 15mm BASE COURSE 1mm C:\Users\kdepauw\Documents\City of Selkirk\216Streets\Sophia\Sophia-Queen to RRTracks.dwg, S--1, 1/2/216 1:47:47 PM RB LOCATION 1. CHAINAGE IS ALONG EAST OF SOPHIA ST X 15 BARRIER AND GUTTER ON SOPHIA ST. 3. DROP AT ALL APPROACHES :25 FIELD BOOK(S): 15-2 ELEVATION: : TOP OF N.E. CORNER SOPHIA ST AND QUEEN AVENUE. 216 STS SOPHIA ST QUEEN AVENUE TO CANADIAN PACIFIC RAILROAD TRACKS S-1

7 GRAVEL PAVEMENT STRUCTURE GEOTEXTILE (NON-WOOVEN) 4mm SUBBASE 15mm BASE COURSE 1mm C:\Users\kdepauw\Documents\City of Selkirk\216Streets\Pittsburg\Tender\PittsburgPavement1.dwg, P- 1, 1/2/216 3:32:13 PM LOCATION P-1 P-2 WINNIPEG STANDARD CONSTRUCTION SPECIFICATION 2. CHAINAGE IS ALONG SOUTH OF PITTSBURG AVENUE X 15 BARRIER AND GUTTER ON PITTSBURG AVENUE. 4. DROP AT ALL APPROACHES. 5. SEE DRAWING P- 1 FOR DETAILS :25 FIELD BOOK(S): - ELEVATION: : TOP OF FIRST WEST OF SOPHIA ST ON PITTSBURG AVE. 216 PITTSBURG AVENUE DEVELOPMENT PITTSBURG AVENUE SOPHIA ST TO 125m EAST OF SOPHIA ST P- 1

8 GRAVEL C:\Users\kdepauw\Documents\City of Selkirk\216Streets\Pittsburg\Tender\PittsburgPavement1.dwg, P- 2, 1/2/216 3:31:38 PM LOCATION P-1 P-2 WINNIPEG STANDARD CONSTRUCTION SPECIFICATION 2. CHAINAGE IS ALONG SOUTH OF PITTSBURG AVENUE X 15 BARRIER AND GUTTER ON PITTSBURG AVENUE. 4. DROP AT ALL APPROACHES. 5. SEE DRAWING P- 1 FOR DETAILS :25 FIELD BOOK(S): - ELEVATION: : TOP OF FIRST WEST OF MAIN ST ON PITTSBURG AVENUE. 216 PITTSBURG AVENUE DEVELOPEMENT PITTSBURG AVENUE 125M EAST OF SOPHIA ST TO MAIN ST P- 2

9 Christie Ave. 45 Ø Land Drainage Sew 2 Ø Waterma 4 Ø Waterm 3 Ø Watermain 25 Ø WWS Mercy Street 2 Ø Watermain Public Lane 1.5 DRAWING NAME PAVEMENT 62 Christie Avenue FIELD BOOK 14-2 DATE SCALE DRAWN BY SHEET N.T.S. December 9, of 1 APPROVED CITY FILE NAME Christie-62Asphalt

APPROXIMATE LIMIT OF CITY LANDFILL LIMIT OF CONTRACTOR WORK ZONE. INSTALL CONSTRUCTION SNOW FENCE.

EX. 5Ø WM EX. 6Ø SAN EX. 4Ø STM EX. 5Ø SAN EX. 75Ø SAN APPROXIMATE LIMIT OF CITY LANDFILL ZONE. INSTALL CONSTRUCTION SNOW FENCE. STUB FOR FUTURE 6Ø WATERMAIN 4 6 8 ZONE. INSTALL CONSTRUCTION SNOW FENCE.