HAMPTONS WAY SE
PLAN 031 1185
NOTE:
1. CURB STOP LOCATION IS APPROX. 0.30m FROM FRONT PROPERTY LINE INTO THE ROAD ROW.
2. ALL FOUNDATION CONCRETE IS TO BE TYPE 50 (SULPHATE RESISTANT) CEMENT WITH A 56-DAY COMPRESSIVE
STRENGTH OF 32 MPa AND WITH A MAXIMUM WATER TO CEMENTING MATERIAL RATIO OF 0.45. THE ADDITION OF
+5.% AIR ENTRAINMENT IS ALSO RECOMMENDED FOR CONCRETE EXPOSED TO FREEZE-THAW CONDITIONS.
VISTA DRIVE SE
PLAN 031 2594
PLAN 111 1036
1
5
2
3
LANE
4
5
6
7
PLAN 111 1
8
9
10
6
6
LANE
5
6.
72
727.28EX
44.83
X
2E
7.00
18
R/W PLAN 071 0822
HAMPTONS WAY SE
-DRAFT COPY-
100
8
7
6
5
4
3
2
1
1
34
2.
BUILDING
ENVELOPE
3
.1
49
3.1%
0%
LANE
30.63
8
HAMPTONS CRES. SE
9
10
15
7
14
13
12
10
11
9
11
00
7.
72
LTF: 724.88
SAN: 723.59
FG: --
LANE
1.50
LOT LOCATION
SCALE 1:2000
726.32
SAN
0
6.0
ER
WAT
W
RO
0U
3.5
5%
2.
50
1.
3
6.
72
9
.00
OP
18 9
ST
LK
R= 12.1 CURB
WA
=
E
L
SID
m
1.2
S.
LANSDOWNE EQUITY VENTURES LTD.
RE
C
NS
PHASE 2B - MEDICINE HAT, AB
PTO
M
HA
NOTE:
- SHALLOW UTILITY INFRASTRUCTURE NOT SHOWN.
LOT DESIGNATION:
LOT 7, BLOCK 8, PLAN --- ----
TYPE B/D 3-6% OVERALL LOT SLOPE
REAR TO FRONT DRAINAGE/
STANDARD SPLIT DRAINAGE
88 HAMPTONS CRESCENT S.E.
FOOTING CHECK:
LOT GRADES ON THIS
PLAN ARE DESIGN GRADES
LEGEND:
LTF = LOWEST TOP OF FOOTING
SAN = SANITARY INVERT SHOWN AT PROPERTY LINE
FG = RECOMMENDED FINISHED GRADE ALONG FRONT OF HOUSE
R-1
SITE PLAN
SCALE 1:400
Actual Top of Footing
Date
Surveyor
9
8

Concrete Mix Design Submission Form A

SPE 166146 Environmental Regulation of Hydraulic

SAMPLE Metric PVC - Sep14

Services 1/1A/1B/1C from 2 November - PDF - (191.01