Committee of the Whole/Documents/Water Main Profile - Station 0+558 to Station 0+880 (2951 Craigowan Road)
Appendix
Water Main Profile - Station 0+558 to Station 0+880 (2951 Craigowan Road)
June 10, 2014Pages 79–801 section
Engineering profile drawings showing the planned route and elevation of the new water main.
Date: 5 April 2014Scale: 1:500Project: Upgrading of existing water distribution system
UPGRADING OF EXISTING WATER DISTRIBUTION SYSTEM AT CHRISTIE POINT APARTMENT SITE
PROJECT INFORMATION
Client: BOARDWALK EQUITIES BC INC., #200-1501 FIRST STREET, SW, CALGARY, ALBERTA T2W 0W1 Site Address: 2951 CRAIGOWAN ROAD TOWN OF VIEW ROYAL, BC Prepared By: RIF Consulting Ltd., 15439-78A AVENUE SURREY, BC V3S 8P4, TEL: 604.599.4639 Benchmark: ELEVATIONS ARE IN METERS, BASED ON GEODETIC DATUM, AND DERIVED FROM THE MON #328 LOCATED IN THE CUL-DE-SAC OF THIS SITE. ELEV=7.702m. Legal Description: SITE PLAN OF PART 2, ESQUIMALT DISTRICT, LYING TO THE NORTH OF PLAN 413 RW TO THE EAST OF THE RIGHT OF WAY OF ESQUIMALT AND NANAIMO RAILWAY COMPANY AND TO THE WEST OF PLAN 10567, EXCEPT PARTS IN PLAN 11627, 11919, AND 41928.
SHEET 1: WATER MAIN STA 0+558 TO STA 0+880
CRD File #: 3350-20-JFGVT-14-001 Drawing No: 0 Date: 5 APRIL 2014
SUBMISSIONS/REVISIONS
| NO. | DATE | SUBMISSIONS/REVISIONS |
|---|---|---|
| 0 | 4 APRIL 2014 | FIRST DRAWING SUBMISSION |
PLAN AND PROFILE NOTES
- SYMBOL / BEND:
- (1) 5°
- (2) 11.25°
- (3) 22.5°
- DISCONNECT FIRE HYDRANT FROM EX. 150mm W/M AND DISPOSE OF EX. VALVE OFF-SITE. CONNECT TO NEW 250mm W/M C/W 1-250x150x250mm HYDRANT TEE 1-150mm FxF GATE VALVE AND JOINT RESTRAINTS. USE 150mm PIPE SPOOL PIECE AS NECESSARY TO CONNECT TO EXIST. HYDRANT.
- PROVIDE 150mm TIE-IN FROM CHAMBER RAMP TO STORM SEWER AT SLOPE 1% MIN.
- AIR VALVE TO BE INSTALLED IN 1050mm MH AT STA. 0+820.00.
- 1-250mm-GATE VALVE STA. 0+870.00.
- 4-150mm 45° HCR, BENDS C/W JOINT RESTRAINTS.
- 1-150mm TRANSITION ROBAR COUPLINGS, AT BOTH SIDES OF TIE-IN'S TO EXISTING 150mm A/C WATER MAIN.
- DISCONNECT FIRE HYDRANT FROM EX. 150mm W/M CONNECT TO NEW 250mm WATER MAIN. 1-250x150x250mm HYDRANT TEE 1-150mm FxF GATE VALVE C/W JOINT RESTRAINTS. USE 150mm PIPE SPOOL PIECE AS NECESSARY TO CONNECT TO EX. HYDRANT.
WATER MAIN PROFILE DATA
| STATION | GRADE OVER PROPOSED WATER MAIN: PROPOSED | GRADE OVER PROPOSED WATER MAIN: EXISTING | WATER MAIN TRUE LENGTH, INVERT & SLOPE | PROPOSED WATER MAIN INVERT AND DEFLECTION |
|---|---|---|---|---|
| 0+557.4 | 7.90 | -- | INV. 5.54 PROPOSED GATE VALVE | |
| 0+562.7 | 8.24 | -- | 33.67m (TRUE LENGTH)-250ø WATER MAIN @ 4.62% DR-18 PVC | INV. 5.28 END OF EXIST. DEFLECTION |
| 0+568.1 | 8.35 | -- | ||
| 0+570.03 | 8.41 | -- | ||
| 0+574.49 | 8.24 | -- | ||
| 0+581.35 | 8.44 | -- | ||
| 0+587.35 | 8.45 | -- | 32.70m (TRUE LENGTH)-250ø WATER MAIN @ 1.31% DR-18 PVC | INV. 7.10 |
| 0+600 | 8.78 | 8.23 | ||
| 0+620 | 8.89 | 8.24 | INV. 7.53 AIR RELEASE VALVE VERTICAL DEFLECTION | |
| 0+640 | 8.28 | 7.73 | 32.70m (TRUE LENGTH)-250ø WATER MAIN @ -1.77% DR-18 PVC | |
| 0+640.2 | 8.28 | 7.72 | ||
| 0+652.19 | 8.16 | 7.59 | ||
| 0+660 | 8.01 | 7.42 | 57.45m (TRUE LENGTH)-250ø WATER MAIN @ -0.33% DR-18 PVC | |
| 0+680 | 7.91 | 7.32 | ||
| 0+694.32 | 7.82 | 7.23 | 250x150x250mm HYDRANT TEE FIRE HYDRANT | |
| 0+695.30 | 7.82 | 7.22 | ||
| 0+700 | 7.73 | 7.23 | 44.07m (TRUE LENGTH)-250ø WATER MAIN @ -4.18% DR-18 PVC | |
| 0+720 | 4.33 | 4.33 | ||
| 0+740 | 3.58 | 3.58 | 51.50m (TRUE LENGTH)-250ø WATER MAIN @ -3.18% DR-18 PVC | |
| 0+760 | 3.04 | 3.04 | ||
| 0+771.00 | 2.54 | 2.54 | ||
| 0+780 | 2.82 | 2.54 | ||
| 0+800 | 3.12 | 2.83 | ||
| 0+820 | 3.37 | 3.07 | 80.84m (TRUE LENGTH)-250ø WATER MAIN @ 1.47% DR-18 PVC | 250x150x250mm HYDRANT TEE FIRE HYDRANT INV. 1.05 |
| 0+827.23 | 3.25 | 2.92 | ||
| 0+840 | 3.39 | 3.03 | PROPOSED GATE VALVE | |
| 0+858.3 | 3.50 | 3.14 | ||
| 0+860 | 3.50 | 3.14 | ||
| 0+880 | 3.63 | 3.28 | INV. 1.83 | |
| 0+882.4 | -- | -- | INV. 1.83 |
SHEET 2: WATER MAIN STA 0+880 TO STA 1+180
CRD File #: 3350-20-JFGVT-14-001 Drawing No: 0 Date: 5 APRIL 2014
SUBMISSIONS/REVISIONS
| NO. | DATE | SUBMISSIONS/REVISIONS |
|---|---|---|
| 0 | 4 APRIL 2014 | FIRST DRAWING SUBMISSION |
PLAN AND PROFILE NOTES
- SYMBOL / BEND:
- (1) 5°
- (2) 11.25°
- (3) 22.5°
- DISCONNECT FIRE HYDRANT FROM EXISTING 150mm W/M AND DISPOSE. CONNECT TO NEW 250mm WATER MAIN. 1-250x150x250mm HYDRANT TEE 1-150mm FxF GATE VALVE AND JOINT RESTRAINTS. USE 150mm PIPE SPOOL PIECE AS NECESSARY TO CONNECT TO EXISTING HYDRANT.
- 1-200mm-GATE VALVE STA. 0+971.30.
- AIR VALVE TO BE INSTALLED IN 1050mm MH AT STA 1+040.00.
- TERMINAL FIRE HYDRANT TO BE USED AT FLUSH POINT FOR INSTALLED 250mm MAIN.
WATER MAIN PROFILE DATA
| STATION | GRADE OVER PROPOSED WATER MAIN: PROPOSED | GRADE OVER PROPOSED WATER MAIN: EXISTING | WATER MAIN TRUE LENGTH, INVERT & SLOPE | PROPOSED WATER MAIN INVERT AND DEFLECTION |
|---|---|---|---|---|
| 0+880 | 3.63 | 3.28 | 40.00m (TRUE LENGTH)-250ø WATER MAIN @ -0.32% DR-18 PVC | INV. 1.83 |
| 0+900 | 2.99 | 2.99 | ||
| 0+920 | 2.97 | 2.97 | ||
| 0+940 | 3.28 | 3.28 | 100.55m (TRUE LENGTH)-250ø WATER MAIN @ 1.04% DR-18 PVC | |
| 0+960 | 3.44 | 3.44 | ||
| 0+971.30 | 3.57 | 3.57 | PROPOSED GATE VALVE INV. 2.27 | |
| 0+980 | 3.67 | 3.67 | ||
| 1+000 | 3.82 | 3.82 | ||
| 1+020 | 4.01 | 4.01 | 20.15m (TRUE LENGTH)-250ø WATER MAIN @ -1.19% DR-18 PVC | INV. 2.75 AIR RELEASE VALVE VERTICAL DEFLECTION |
| 1+025.00 | 4.03 | 4.03 | ||
| 1+040 | 3.32 | 3.32 | 41.28m (TRUE LENGTH)-250ø WATER MAIN @ -2.47% DR-18 PVC | |
| 1+060 | 2.74 | 2.74 | ||
| 1+080 | 2.60 | 2.60 | 40.17m (TRUE LENGTH)-250ø WATER MAIN @ 0.92% DR-18 PVC | |
| 1+085.50 | 3.30 | 3.30 | ||
| 1+100 | 4.22 | 4.22 | 23.39m (TRUE LENGTH)-250ø WATER MAIN @ 0.17% DR-18 PVC | |
| 1+120 | 4.56 | 4.56 | ||
| 1+125.00 | 4.22 | 4.22 | 51.18m (TRUE LENGTH)-250ø WATER MAIN @ 0.22% DR-18 PVC | |
| 1+140 | 4.22 | 4.22 | ||
| 1+160 | 6.07 | 6.07 | 17.63m (TRUE LENGTH)-250ø WATER MAIN @ 0.25% DR-18 PVC | |
| 1+180 | 7.74 | 7.74 | 250x150x250mm HYDRANT TEE FIRE HYDRANT INV. 6.38 | |
| 1+195.2 | -- | -- | PROPOSED GATE VALVE INV. 7.71 | |
| 1+222.3 | -- | -- | INV. 7.64 END OF PROJECT |
Page 79–80
Extracted from: 2014 06 10 Committee of the Whole Agenda