water engineering and construction services - wx.toronto… · design: check: number: drawing no....
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ENGINEERING & CONSTRUCTION SERVICESCHIEF ENGINEER
LOU DI GIRONIMO
TORONTO WATER
NUMBER:
Water
DRAWING DESCRIPTIONCITY DWG No.ITEM
DRAWING INDEX
DISCIPLINE
LOCATION PLAN
ENGINEERING AND CONSTRUCTION SERVICES
GENERAL MANAGERMICHAEL D'ANDREA, P. ENG.
DRAWING
SCARBORO GOLF AND COUNTRY CLUBBANK RESTORATION ALONG WEST HIGHLAND CREEK
CONTRACT NO. 18ESC-LU-01SM
HCW-SR-2018-2-001G001
SITE 1
127.0
128.0
129.0
130.0
131.0
132.0
133.0
127.0
128.0
129.0
130.0
131.0
132.0
133.0
DATUM ELEV.
EXISTINGPROFILE
ELEVATION
CHAINAGE
PROPOSEDPROFILE
ELEVATION
DATUM ELEV.
EXISTINGPROFILE
ELEVATION
CHAINAGE
PROPOSEDPROFILE
ELEVATION
126.0126.0
-1095.35%
10.75%
64.17%
-2.09%
4.13%
1.63%
2.13%
6.23%
-4.93%
-5.60%
-5.62%
-2.24%
-2.23%
-0.45%
1.49%
2.23%
-1.09%
-3.64%
5.16%
-2.86%
-5.48%
-25.12%
4.88%
-4.07%
19.70%
23.68%
1.78%
0.51%
0.02%
-1.36%
-22.77%
4.93%
-7.20%
-5.40%
-7.86% 55.41%
-3.81% 10.16%
-0.93%
0.11% -2.53%
22.93%
-10.04%
-1.04%
0.31%
-6.55%
1.42%
4.09%
8.48%
-7.73%
-3.79%
-15.61%
-17.51%
-13.99%
-11.46%
0.29%
4.42%
4.36%
8.37%
2.98%
13.00%
4.99%
4.23%
0.84%
8.88%
15.30%
-4.10%
-13.15%
-6.25%
-7.01%
-8.73%
0.84%
-7.90%
2.08%
0.58%
6.06%
-8.33%
1.22%
-0.15%
-0.78%
-3.25%
-1.14% -1.76% -1.82%
3.32%
3.83%
2.00%
5.03%
-5.98%
-10.71%
-3.31%
-1.90%
-10.09%
-6.27%
0.30%
-6.87%
-3.82%
6.67%
3.43%
-4.01%
129.20
12
9.0
9
12
9.0
9
128.91
12
8.9
5
12
8.7
2
12
8.4
6
128.17
128.34
127.86
12
8.1
2
12
8.1
3
127.66
12
7.2
6
129.20
12
9.0
9
12
9.0
9
128.91
12
8.9
5
12
8.7
2
12
8.4
6
128.17
128.34
127.86
12
8.1
2
12
8.1
3
127.66
12
7.2
6
0+010 0+020 0+030 0+040 0+050 0+060 0+070 0+080 0+090 0+100 0+110 0+120 0+130 0+140
129.20
12
9.0
9
12
9.0
9
128.91
12
8.9
5
12
8.7
2
12
8.4
6
128.17
128.34
127.86
12
8.1
2
12
8.1
3
127.66
12
7.2
6
1
2
7
.5
0
1
2
7
.
5
0
1
2
8
.0
0
1
2
8
.
0
0
1
2
8
.
5
0
1
2
8
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0
1
2
8
.
5
0
1
2
8
.
5
0
1
2
9
.
0
0
1
2
9
.0
0
1
2
9
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0
1
2
9
.
0
0
1
2
9
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0
1
2
9
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0
1
2
9
.
5
0
129.50
1
2
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0
1
2
9
.
5
0
1
3
0
.0
0
1
3
0
.0
0
1
3
0
.
0
0
130.00
1
3
0
.0
0
1
3
0
.
0
0
1
3
0
.5
0
1
3
0
.5
0
1
3
0
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5
0
130.50
1
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0
1
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0
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5
0
1
3
1
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0
1
3
1
.
0
01
3
1
.
0
0
131.00
1
3
1
.0
0
1
3
1
.
0
0
131.50
131.50
131.5
0
1
3
1
.
5
0
1
3
1
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0
1
3
1
.
5
0
1
3
1
.
5
0
131.5
0
1
3
1
.5
0
131.50
1
3
2
.0
0
1
3
2
.
0
0
1
3
2
.
5
0
1
3
2
.
5
0
1
3
3
.
0
0
1
3
3
.
0
0
1
3
3
.
5
0
1
3
4
.
0
0
CP1
132.23
HP
CP2
129.50
134.21
CP4
130.55
131.39
131.33
130.55
129.99
S
A
N
S
A
N
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
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/
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O
/
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/
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/
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H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
CONTRACT No.DRAFTING:
SCALE:
DATE:
DESIGN: CHECK:
NUMBER:DRAWING
SIGNEDINITIALREVISIONSDATENo.
DIRECTOR,JOHN KELLY, P.ENG.
DESIGN & CONSTRUCTIONLINEAR UNDERGROUND INFRASTRUCTURE
DIRECTOR, WATER INFRASTRUCTURE MANAGEMENT
GRAHAM HARDING P.ENG. CITY OF TORONTO
HCW-SR-2018-2-002 C101H: 1:200 V: 1:40
2018-01-03
WW KV JP
EXISTING PLAN AND PROFILE
- YYYY-MM-DD2018-11-15 ISSUED FOR TENDER JP1
SCARBORO GOLF AND COUNTRY CLUBBANK RESTORATION ALONG WEST HIGHLAND CREEK SITE 1Water
HP
S
A
N
S
A
N
S
A
N
S
A
N
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
HP
S
A
N
S
A
N
O
/
H
O
/
H
O
/
H
O
/H
O
/H
O
/H
O
/H
O
/
H
O
/
H
O
/
H
O
/H
O
/H
O
/H
O
/H
O
/
H
O
/
H
O
/
H
O
/H
O
/H
O
/H
O
/H
CONTRACT No.DRAFTING:
SCALE:
DATE:
DESIGN: CHECK:
NUMBER:DRAWING
SIGNEDINITIALREVISIONSDATENo.
DIRECTOR,JOHN KELLY, P.ENG.
DESIGN & CONSTRUCTIONLINEAR UNDERGROUND INFRASTRUCTURE
DIRECTOR, WATER INFRASTRUCTURE MANAGEMENT
GRAHAM HARDING P.ENG. CITY OF TORONTO
HCW-SR-2018-2-003 C102H: 1:200 V: 1:40
2018-01-03
WW KV JP
STAGING, SEDIMENT AND EROSION CONTROL PLAN
- YYYY-MM-DD
T
][
][
]
[
]
[
]
[
]
[
]
[
TREE PROTECTION BARRIER
* TO BE USED ON SPECIFIED TREES AS DIRECTED IN THE FIELD AT TIME OF CONSTRUCTION
TREE PROTECTION BARRIERS MUST BE PLYWOOD OR PLASTIC WEB HOARDING OR EQUIVALENT AS APPROVED BY
URBAN FORESTRY.
TREE PROTECTION BARRIERS FOR TREES SITUATED ON THE CITY ROAD ALLOWANCE WHERE VISIBILITY MUST BE
MAINTAINED CAN BE 1.2m (4FT.) HIGH AND CONSIST OF ORANGE PLASTIC WEB SNOW FENCING ON A WOOD FRAME
MADE OF 2"X4"S.
WHERE SOME EXCAVATE OR FILL HAS TO BE TEMPORARILY LOCATED NEAR A TREE PROTECTION BARRIER,
PLYWOOD MUST BE USED TO ENSURE NO MATERIAL ENTERS THE TREE PROTECTION ZONE.
ALL SUPPORTS AND BRACING SHOULD BE OUTSIDE THE TREE PROTECTION ZONE. ALL SUCH SUPPORTS SHOULD
MINIMIZE DAMAGING ROOTS OUTSIDE THE TREE PROTECTION BARRIER.
NO CONSTRUCTION ACTIVITY, GRADE CHANGES, SURFACE TREATMENT OR EXCAVATIONS OF ANY KIND IS
PERMITTED WITHIN THE TREE PROTECTION ZONE.
SEDIMENT CONTROL FENCING SHALL BE INSTALLED IN LOCATIONS INDICATED IN AN URBAN FORESTRY APPROVED
TREE PROTECTION PLAN. THE SEDIMENT CONTROL FENCING MUST BE INSTALLED TO ONTARIO PROVINCIAL
STANDARDS (OPSD-219.110) AND TO THE SATIFACTION OF URBAN FORESTRY.
1
2
3
4
5
6
PLASTIC WEB
PLYWOOD OR
PLASTIC WEB
OR
EQUIVALENT AS
APPROVED
BY URBAN FORESTRY
PLYWOOD
WHERE PLYWOOD ONLY IS
USED PROVIDE A VIEWING
WINDOW COVERED WITH
PLASTIC WEB
SEE SECTION 4
FOR DETAILS
1
5
2
3
1
6
4
2018-11-15 ISSUED FOR TENDER JP1
SCARBORO GOLF AND COUNTRY CLUBBANK RESTORATION ALONG WEST HIGHLAND CREEK SITE 1Water
CONTRACT No.DRAFTING:
SCALE:
DATE:
DESIGN: CHECK:
NUMBER:DRAWING
SIGNEDINITIALREVISIONSDATENo.
DIRECTOR,JOHN KELLY, P.ENG.
DESIGN & CONSTRUCTIONLINEAR UNDERGROUND INFRASTRUCTURE
DIRECTOR, WATER INFRASTRUCTURE MANAGEMENT
GRAHAM HARDING P.ENG. CITY OF TORONTO
HCW-SR-2018-2-004 C1032018-01-03
WW KV JP
STAGING, SEDIMENT AND EROSION CONTROL NOTES AND DETAILS
N.T.S. C103
1DETAIL: HEAVY DUTY SILT FENCE - OPSD 219.130
N.T.S.
C103
2
DETAIL: TEMPORARY STEEL MAT CROSSING
N.T.S.
C103
3
DETAIL: EXIT MUD MAT
2018-11-15 ISSUED FOR TENDER JP1
SCARBORO GOLF AND COUNTRY CLUBBANK RESTORATION ALONG WEST HIGHLAND CREEK SITE 1Water
1
2
7
.5
0
1
2
7
.
5
0
1
2
8
.0
0
1
2
8
.
0
01
2
8
.
0
0
1
2
8
.0
0
1
2
8
.5
0
1
2
8
.
5
0
1
2
8
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0
1
2
8
.
5
0
1
2
9
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0
1
2
9
.
0
0
1
2
9
.0
0
1
2
9
.
0
0
1
2
9
.5
0
1
2
9
.5
0
1
2
9
.
5
0
1
2
9
.5
0
1
2
9
.
5
0
129.50
1
3
0
.0
0
1
3
0
.0
0
1
3
0
.
0
0
1
3
0
.0
0
1
3
0
.
0
0
1
3
0
.5
0
1
3
0
.5
0
1
3
0
.
5
0
1
3
0
.5
0
1
3
0
.
5
0
131.0
0
1
3
1
.0
0
1
3
1
.
0
0
1
3
1
.0
0
1
3
1
.
0
0
131.50
131.50
131.50
1
3
1
.5
0
131.5
0
1
3
1
.
5
0
131.50
1
3
1
.
5
0
1
3
1
.
5
0
1
3
2
.
0
0
1
3
2
.
5
0
1
3
3
.
0
0
1
3
3
.
0
0
1
3
3
.
0
0
1
3
3
.
5
0
1
3
4
.
0
0
HP
S
A
N
S
A
N
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
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/
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/
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/
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/
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/
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O
/
H
1
2
9
.
5
0
1
3
0
.0
0
1
3
0
.0
0
1
3
0
.5
0
1
3
0
.5
0
131.00
1
3
1
.0
0
131.50
1
3
1
.5
0
132.00
1
3
2
.0
0
132.50
127.0
128.0
129.0
130.0
131.0
132.0
133.0
127.0
128.0
129.0
130.0
131.0
132.0
133.0
DATUM ELEV.
EXISTINGPROFILE
ELEVATION
CHAINAGE
PROPOSEDPROFILE
ELEVATION
DATUM ELEV.
EXISTINGPROFILE
ELEVATION
CHAINAGE
PROPOSEDPROFILE
ELEVATION
126.0126.0
-1095.35%
10.75%
64.17%
-2.09%
4.13%
1.63%
2.13%
6.23%
-4.93%
-5.60%
-5.62%
-2.24%
-2.23%
-0.45%
1.49%
2.23%
-1.09%
-3.64%
5.16%
-2.86%
-5.48%
-25.12%
4.88%
-4.07%
19.70%
23.68%
1.78%
0.51%
0.02%
-1.36%
-22.77%
4.93%
-7.20%
-5.40%
-7.86% 55.41%
-3.81% 10.16%
-0.93%
0.11% -2.53%
22.93%
-10.04%
-1.04%
0.31%
-6.55%
1.42%
4.09%
8.48%
-7.73%
-3.79%
-15.61%
-17.51%
-13.99%
-11.46%
0.29%
4.42%
4.36%
8.37%
2.98%
13.00%
4.99%
4.23%
0.84%
8.88%
15.30%
-4.10%
-13.15%
-6.25%
-7.01%
-8.73%
0.84%
-7.90%
2.08%
0.58%
6.06%
-8.33%
1.22%
-0.15%
-0.78%
-3.25%
-1.14% -1.76% -1.82%
3.32%
3.83%
2.00%
5.03%
-5.98%
-10.71%
-3.31%
-1.90%
-10.09%
-6.27%
0.30%
-6.87%
-3.82%
6.67%
3.43%
-4.01%
129.20
12
9.0
9
12
9.0
9
128.91
12
8.9
5
12
8.7
2
12
8.4
6
128.17
128.34
127.86
12
8.1
2
12
8.1
3
127.66
12
7.2
6
129.20
12
9.0
9
12
9.0
9
128.91
12
8.9
5
12
8.7
2
12
8.4
6
128.17
128.34
127.86
12
8.1
2
12
8.1
3
127.66
12
7.2
6
0+010 0+020 0+030 0+040 0+050 0+060 0+070 0+080 0+090 0+100 0+110 0+120 0+130 0+140
129.20
12
9.0
9
12
9.0
9
128.91
12
8.9
5
12
8.7
2
12
8.4
6
128.17
128.34
127.86
12
8.1
2
12
8.1
3
127.66
12
7.2
6
CONTRACT No.DRAFTING:
SCALE:
DATE:
DESIGN: CHECK:
NUMBER:DRAWING
SIGNEDINITIALREVISIONSDATENo.
DIRECTOR,JOHN KELLY, P.ENG.
DESIGN & CONSTRUCTIONLINEAR UNDERGROUND INFRASTRUCTURE
DIRECTOR, WATER INFRASTRUCTURE MANAGEMENT
GRAHAM HARDING P.ENG. CITY OF TORONTO
HCW-SR-2018-2-005 C201H: 1:200 V: 1:40
2018-01-02
WW KV JP
PROPOSED PLAN AND PROFILE
- YYYY-MM-DD2018-11-15 ISSUED FOR TENDER JP1
SCARBORO GOLF AND COUNTRY CLUBBANK RESTORATION ALONG WEST HIGHLAND CREEK SITE 1Water
0+070
128
129
130
131
132
133
134
0+040
129
130
131
132
133
134
0+075
128
129
130
131
132
133
134
0+060
129
130
131
132
133
134
0+020
129
130
131
132
133
0+080
129
130
131
132
133
CONTRACT No.DRAFTING:
SCALE:
DATE:
DESIGN: CHECK:
NUMBER:DRAWING
SIGNEDINITIALREVISIONSDATENo.
DIRECTOR,JOHN KELLY, P.ENG.
DESIGN & CONSTRUCTIONLINEAR UNDERGROUND INFRASTRUCTURE
DIRECTOR, WATER INFRASTRUCTURE MANAGEMENT
GRAHAM HARDING P.ENG. CITY OF TORONTO
HCW-SR-2018-2-006 C3011:100
2018-01-03
WW KV JP
SECTIONS AND DETAILS
- YYYY-MM-DD
1:75 C301
4DETAIL: BANK TERRACING ON NORTH BANK
1:50 C301
5DETAIL: ARMOURSTONE RETAINING WALL
1:50 C301
6DETAIL: VEGETATED BANK REVETMENT
1:75 C301
7DETAIL: SPLAYED ENDS
TO A DEPTH OF 0.9m (REFER TO TABLE 1)
2018-11-15 ISSUED FOR TENDER JP1
SCARBORO GOLF AND COUNTRY CLUBBANK RESTORATION ALONG WEST HIGHLAND CREEK SITE 1Water
HP
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
O
/
H
CONTRACT No.DRAFTING:
SCALE:
DATE:
DESIGN: CHECK:
NUMBER:DRAWING
SIGNEDINITIALREVISIONSDATENo.
DIRECTOR,JOHN KELLY, P.ENG.
DESIGN & CONSTRUCTIONLINEAR UNDERGROUND INFRASTRUCTURE
DIRECTOR, WATER INFRASTRUCTURE MANAGEMENT
GRAHAM HARDING P.ENG. CITY OF TORONTO
HCW-SR-2018-2-007 C4011:500
2018-01-03
WW KV JP
RESTORATION PLAN
- YYYY-MM-DD
PLANT LIST 1
SHRUB SCHEDULE
KEY QTY
BOTANICAL NAME COMMON NAME
SIZE SPACING
ROOT/COMMENTS
Sn 39 Salix nigra
BLACK WILLOW
80cm ht 1m c/c
Bare root
Sp 41 Salix petiolaris
SLENDER WILLOW
80cm ht 1m c/c
Bare root
Co 37 Cephalanthus
occidentalis
COMMON
BUTTONBUSH
60cm ht 1m c/c
Bare root
Sa 43
Spirea alba
NARROW LEAVED
MEADOWSWEET
80cm ht 1m c/c
Bare root
*SHRUBS TO BE SPACED 1 PER METRE
SEED MIX TABLE 1 (UPLAND NATIVE MEADOW MIX)
% OF MIX BOTANICAL NAME COMMON NAME
10 Rudbeckia hirta BLACK EYED SUSAN
1 Aster cordifolius
Blue Wood (Heart Leaved Aster)
1 Anemone canadensis CANADA ANEMONE
2
Solidago canadensis
CANADA GOLDENROD
2
Asclepias syriaca
COMMON MILKWEED
25 Oenethera biennis EVENING PRIMROSE
1
Euthamia graminifolia
GRASS LEAVED GOLDENROD
15
Carex granularis
MEADOW/OPEN FIELD SEDGE
1
Aster novae-angliae
NEW ENGLAND ASTER
40
Elymus riparius
RIVERBANK WILD RYE
1
Clematis virginiana
VIRGINS BOWER
1 Monard fistuloda WILD BERGAMOT
*SEED MIX TO BE APPLIED AT A RATE OF 22-25KG/HA (21-23LBS/ACRE)
2018-11-15 ISSUED FOR TENDER JP1
SCARBORO GOLF AND COUNTRY CLUBBANK RESTORATION ALONG WEST HIGHLAND CREEK SITE 1Water