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Council Meeting/Documents/Attachment 16. Average Grade Calculations
Appendix

Attachment 16. Average Grade Calculations

December 10, 2013Pages 128–1292 sections

Technical report and site map detailing the calculations used to determine average grade for building height compliance.

1 CALL TO ORDER
August 29, 2013Buildings A and B

1326 - LAKESIDE COMMERCIAL - Average Grade Calculations

Date: 2013.08.29

Average grade calculation table for Building A and Building B.
Average grade calculation table for Building A and Building B.

BUILDING A

corner grade segment calculation dist. result
A = 26 m A to B 26 + 26 / 2 x 47.7 m 1240.2
B = 26 m B to C 26 + 26 / 2 x 8.8 m 228.8
C = 26 m C to D 26 + 30 / 2 x 9.6 m 268.8
D = 30 m D to E 30 + 30 / 2 x 4.5 m 135
E = 30 m E to F 30 + 30 / 2 x 3.1 m 93
F = 30 m F to G 30 + 30 / 2 x 4.5 m 135
G = 30 m G to H 30 + 30 / 2 x 2.2 m 66
H = 30 m H to I 30 + 30 / 2 x 26.4 m 792
I = 30 m I to J 30 + 30 / 2 x 2.9 m 87
J = 30 m J to K 30 + 30 / 2 x 11.6 m 348
K = 30 m K to L 30 + 30 / 2 x 2.1 m 63
L = 30 m L to A 30 + 26 / 2 x 4.2 m 117.6
TOTAL 127.6 m 3574.40

Average Grade: 3574.40 / 127.6 m = 28.01 m Height: 35.40 m - 28.01 m = 7.39 m

1.99 m above main floor elev. at upper edge of roof

BUILDING B

corner grade segment calculation dist. result
A = 29.5 m A to B 29.5 + 29.5 / 2 x 20.6 m 607.7
B = 29.5 m B to C 29.5 + 29.5 / 2 x 7.3 m 215.35
C = 29.5 m C to D 29.5 + 29.5 / 2 x 11.5 m 339.25
D = 29.5 m D to E 29.5 + 28.9 / 2 x 8.5 m 248.2
E = 28.9 m E to F 28.9 + 28.2 / 2 x 9.6 m 274.08
F = 28.2 m F to G 28.2 + 29 / 2 x 11 m 314.6
G = 29 m G to H 29 + 33.5 / 2 x 0.2 m 6.25
H = 33.5 m H to I 33.5 + 33.5 / 2 x 1.5 m 50.25
I = 33.5 m I to J 33.5 + 33.5 / 2 x 3.8 m 127.3
J = 33.5 m J to K 33.5 + 33 / 2 x 5 m 166.25
K = 33 m K to L 33 + 33 / 2 x 7.3 m 240.9
L = 33 m L to M 33 + 33.5 / 2 x 5 m 166.25
M = 33.5 m M to N 33.5 + 33.5 / 2 x 15.6 m 522.6
N = 33.5 m N to A 33.5 + 29.5 / 2 x 8.1 m 255.15
TOTAL 91.3 m 2756.38

Average Grade: 2756.38 / 91.3 m = 30.19 m Height: 38.40 m - 30.19 m = 8.21 m

0.7 m above main floor elev. at upper edge of roof

Site Plan - Average Grade for Lakeside Village Commercial, illustrating building footprints for Commercial (A), (B), (C), and (D) with elevation markers and corner identifiers.
Site Plan - Average Grade for Lakeside Village Commercial, illustrating building footprints for Commercial (A), (B), (C), and (D) with elevation markers and corner identifiers.
Page 128–129

Site Plan - Average Grade

Project: Lakeside Village Commercial Date: 2013.09.03

Drawing Details

  • Architect: D'AMBROSIO architecture + urbanism
  • Address: 2560 Jutland Road, Victoria BC
  • Drawing Title: Site Plan Average Grade
  • Scale: nts

Key Plan Features

  • Commercial Buildings:
    • COMMERCIAL (A): Building footprint corners I, J, K, L.
    • COMMERCIAL (B): Building footprint corners A, B, C, D, E, F, G, H.
    • COMMERCIAL (C): Building footprint corners A, B, L, M, N.
    • COMMERCIAL (D): Building footprint corners C, D, E, F, G, H, I, J, K.
  • Site Annotations:
    • LINE OF BUILDING FOOTPRINT
    • LINE OF ROOF EDGE
    • 17500 SETBACK
    • FG = Finished Grade (e.g., 26m FG, 29.5m FG, 30m FG, 33.5m FG)
    • EG = Existing Grade (e.g., 26.3 EG)
    • TOWM = Top of Wall Masonry (e.g., 28.4 TOWM, 26.4 TOWM)
    • BRIDGE
    • WC (Water Closet)
    • EDC
    • LOADING
    • NEW HYDRANT
    • [O] HYDRANT
    • 26 FG lower retail
  • Roadways:
    • SIX MILE ROAD
    • PRESLEY PLACE (PRIVATE LANE)
Page 128–129
Extracted from: 2013 12 10 Council Agenda