Appendix
LIMONA CONSTRUCTION - CIVIL SERVICING PLAN AND PROFILE (2253-00-C-201)
July 19, 2022Page 711 section
Engineering profile view showing depths and slopes for the proposed sewer, storm, and water utilities.
Storm main @ 0.80% slopeSanitary main @ 0.80% slope
CIVIL SERVICING PLAN AND PROFILE
Project Name: WEST PARK @ THETIS PHASES 4-6 Drawing Number: 2253-00-C-201 Sheet Number: 5 of 7 Client: LIMONA CONSTRUCTION Consultant: ASSOCIATED ENGINEERING (B.C.) LTD.
Project Information
- Permit Number: 1000163 (Engineers & Geoscientists BC)
- Scales:
- Plan: 1:250
- Profile: Horizontal 1:250, Vertical 1:50
- Status: Issued for Permit (Rev B)
- Date: 2021OCT21
Plan Layout
The plan view illustrates the layout of proposed civil services, including water mains, storm drains, and sanitary sewers relative to the residential development.














Key Areas and Features:
- Residential Areas: Condo 1, Condo 2, Condo Phase 6, Phase 5, EX Townhouse Lot Condo Phase 4.
- Protected Areas: Protected Area Phase 5.
- Utility Infrastructure:
- Water Main (WTM): 300 mm Ø PVC DR18 (Blue lines). Includes components like "Air Release Valve", "45° Bend", and "Remove EX Valve".
- Storm Drain (STM): 250 mm Ø and 300 mm Ø PVC SDR35 (Green lines). Includes DMH (Drain Manholes) 11, 12, 13, and 14.
- Sanitary Sewer (SAN): 200 mm Ø PVC SDR35 (Red lines). Includes SMH (Sanitary Manholes) I, J, K, and L.
Profile Details
The profile view provides a cross-section of the road centerline and utility depths from Station 1+250 to 1+380.
Vertical Alignment Data:
- PVIS Stations: 1+258.797 (PVIE 69.280), 1+308.474 (PVIE 69.688), 1+357.159 (PVIE 68.920).
- Curves: Lvc ranges from 18.984 m to 37.997 m.
- Grades: Slopes of -1.58%, +0.82%, and -4.92%.
Pipe Segment Specifications:
- Water Main (300 mm Ø PVC DR18):
- 47.87 m @ 1.64%
- 33.45 m @ 0.90%
- 3.35 m @ 0.90%
- 30.49 m @ 0.57%
- 14.01 m @ 2.32%
- Storm Drain (250/300 mm Ø PVC SDR35):
- 38.26 m @ 0.80%
- 30.60 m @ 0.80%
- 31.37 m @ 0.80%
- 11.94 m @ 0.80%
- Sanitary Sewer (200 mm Ø PVC SDR35):
- 40.90 m @ 0.80%
- 30.05 m @ 0.80%
- 31.57 m @ 0.80%
- 13.31 m @ 0.80%
Revision History
| Rev | Date | Design | Drawn | Description |
|---|---|---|---|---|
| A | 2021JAN27 | D. DESJARDINS | D. HADLEY | ISSUED FOR REVIEW |
| B | 2021OCT21 | D. DESJARDINS | D. HADLEY | ISSUED FOR PERMIT |
Elevation Data Table
| Station | 1+380 | 1+370 | 1+360 | 1+350 | 1+340 | 1+330 | 1+320 | 1+310 | 1+300 | 1+290 | 1+280 | 1+270 | 1+260 | 1+250 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Ground Elev. | 72.27 | 73.99 | 75.76 | 73.80 | 73.31 | 72.16 | 72.50 | 72.20 | 73.51 | 74.24 | 74.33 | 74.66 | 74.83 | 74.94 |
| Prof. Elev. | 68.463 | 68.663 | 68.863 | 69.033 | 69.191 | 69.348 | 69.506 | 69.624 | 69.618 | 69.537 | 69.454 | 69.333 | 69.085 | 68.708 |
| Cut(-)/Fill(+) | -3.81 | -5.33 | -6.90 | -4.77 | -4.12 | -2.81 | -2.99 | -2.58 | -3.89 | -4.70 | -4.88 | -5.33 | -5.75 | -6.23 |
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Document Images
(21)Extracted from: 2022 07 19 Council agenda - Agenda - Pdf




















