Post on 24-Feb-2022
transcript
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W
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2
CULVERT #HS5
1.35 m DIA CSP
18.9 m LENGTH
W OBV.264.18
E. OBV.264.00
CULVERT #7
0.9 m DIA CSP
13.5 m LENGTH
N INV.264.22
S INV.263.80
CULVERT #E2
1.35 m TWIN DIA CSP
53.3 m LENGTH
W. OBV.264.00 E.
OBV.263.58
W. OBV.263.99 E.
OBV.263.87
CULVERT #E3
2.0 m DIA CSP
29.9 m LENGTH
NE. OBV.260.51
SW.
OBV.260.40
DITCH INLET #1
INLET ELEV. 269.64
TOP OF BOX 270.09
0.4 m CONC PIPE
N. INV.268.28
0.4 m CONC PIPE
S. INV.268.27
CULVERT #K8
1.8 m DIA CSP
23.0 m LENGTH
N. OBV.262.28
S. OBV.262.30
DITCH INLET #2
INLET ELEV. 266.21
TOP OF BOX 266.74
0.45 m PVC PIPE
N. INV.265.01
0.20 m PVC PIPE
E. INV.265.05
0.45 m PVC PIPE
S. INV.265.03
SURVEYED BY: DATE:
DRAWN BY:
SHEET NO.
DESIGNED BY:
CHECKED BY:
DATE:
CHECKED BY:
DRAWING NO.
SCALE:
V.P.
J.D.B.
B.K.
D.Z.
B.K.
JAN. 2021
2020JOB NO. 15-458
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DOWNTOWN
BOLTON
KEY PLAN
N.T.S.
TOWN OF CALEDON
REGIONAL MUNICIPALITY OF PEEL
MACVILLE SECONDARY PLAN
(BRES OPTION 3 LANDS)
LEGEND:
MACVILLE STUDY AREA LIMIT
(BRES OPTION 3)
EXISTING OVERLAND FLOW
DRAINAGE PATH
EXISTING CULVERT LOCATION
EXISTING CONTOURS
CULVERT #K3
0.9 m WIDTH
BOX CONC.
16.2 m LENGTH
N INV.260.70
S INV.260.71
EXISTING CULVERT
DESCRIPTION
File: P:\Projects\15-458\Reports\FSR\Drawings and Figures\02 - EXISTING CONDITIONS\202-A-B_EXISTING FLOODPLAIN MAPPING.dwg - Revised by <VPAVLOVIC> : Tue, Feb 02 2021 - 1:59pm
EXISTING FLOODPLAIN
MAPPING
WEST HUMBER RIVER TRIBUTARY 6 (WHT6)
202-A
1:3000
WETLAND
CEISMP HEADWATER DRAINAGE
FEATURES (BEACON)
UNEVALUATED CEISMP HEADWATER
DRAINAGE FEATURES (BEACON)
WEST HUMBER WATERSHED
BOUNDARY BASED ON UPDATED
TOPOGRAPHY (URBANTECH);
5139
278.68
HEC-RAS STATION
EXISTING FLOODLINE ELEVATION
EXISTING WEST HUMBER (WHT6)
FLOODPLANE
TOWN OF CALEDONPLANNINGRECEIVED
Feb 11, 2021