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Council Meeting/Documents/Attachment 4. B.C. Land Surveyor's Sketch Plan - 18 Fenton Road
Appendix

Attachment 4. B.C. Land Surveyor's Sketch Plan - 18 Fenton Road

October 17, 2017Page 361 section

Surveyor's sketch identifying building corners and property lines for the proposed addition.

Prepared June 16, 2017

B.C. Land Surveyor's Sketch Plan of:

Lot 2, Section 3, Esquimalt District, EPP27852

Civic address: 18 Fenton Road Parcel identifier number: 029-030-048

Scale 1: 200 (metric) All distances are in metres.

Prepared for the sole purpose of indicating elevations at proposed building corners. To assist building designer (June 16, 2017).

Charged Against Title:

  • statutory right of way EN67389
  • statutory right of way EN67390
  • restrictive covenant ED661
  • easement CA3830156
B.C. Land Surveyor's Sketch Plan of Lot 2, Section 3, Esquimalt District, EPP27852 showing property boundaries, easements, and proposed dwelling with spot elevations and building corners marked A through AA.
B.C. Land Surveyor's Sketch Plan of Lot 2, Section 3, Esquimalt District, EPP27852 showing property boundaries, easements, and proposed dwelling with spot elevations and building corners marked A through AA.

Average Grade Table

Point Calculation Midpoint x Distance Total
A+B (40.37 + 40.39) / 2 40.38 x 3.65 = 147.38
B+C (40.39 + 40.39) / 2 40.39 x 0.45 = 18.17
C+D (40.39 + 40.30) / 2 40.35 x 5.02 = 202.55
D+E (40.30 + 39.50) / 2 39.90 x 1.52 = 60.65
E+F (39.50 + 39.70) / 2 39.60 x 0.90 = 35.64
F+G (39.70 + 39.81) / 2 39.76 x 2.65 = 105.37
G+H (39.81 + 39.38) / 2 39.60 x 2.22 = 87.91
H+I (39.38 + 39.30) / 2 39.34 x 0.90 = 35.41
I+J (39.30 + 39.90) / 2 39.60 x 2.92 = 115.63
J+K (39.90 + 39.70) / 2 39.80 x 0.76 = 30.25
K+L (39.70 + 39.20) / 2 39.45 x 2.25 = 88.76
L+M (39.20 + 39.28) / 2 39.24 x 1.50 = 58.86
M+N (39.28 + 39.30) / 2 39.29 x 1.25 = 49.11
N+O (39.30 + 39.22) / 2 39.26 x 1.70 = 66.74
O+P (39.22 + 39.30) / 2 39.26 x 2.94 = 115.42
P+Q (39.30 + 39.26) / 2 39.28 x 1.25 = 49.10
Q+R (39.26 + 39.26) / 2 39.26 x 2.17 = 85.20
R+S (39.26 + 39.26) / 2 39.26 x 2.70 = 106.00
S+T (39.26 + 39.26) / 2 39.26 x 0.53 = 20.81
T+U (39.26 + 39.26) / 2 39.26 x 1.20 = 47.11
U+V (39.26 + 39.26) / 2 39.26 x 0.70 = 27.48
V+W (39.26 + 39.14) / 2 39.20 x 1.52 = 59.58
W+X (39.14 + 39.22) / 2 39.18 x 3.65 = 143.01
X+Y (39.22 + 37.79) / 2 38.51 x 11.65 = 448.58
Y+Z (37.79 + 40.05) / 2 38.92 x 10.36 = 403.21
Z+AA (40.05 + 39.86) / 2 39.96 x 4.45 = 177.30
AA+A (39.86 + 40.37) / 2 40.11 x 8.22 = 329.70
Totals 84.47 3342.89

Average Grade: 3342.89 / 84.47 = 39.57m


Elevations are derived from Town of View Royal Control Monuments (preliminary control listing provided by Chris C. Everett, BCLS, January 2007) (Monument 06-25 = 18.849 metres)

Glen Mitchell Land Surveying Inc. 1030 North Park Street Victoria, B.C. V8T 1C6 tel 250-385-1712 fax 250-385-1713 email glen@mitchellsurvey.ca

fb 286 file 17-36-8387 lay

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Extracted from: 2017 10 17 Council Agenda - Agenda - Pdf