HomeMy WebLinkAboutFish Creek Public Infrastructure Project 2016CREEK WORK PLAN AND PROFILE
COUNTRY CLUB DRIVE
16 24
No Revisions:
Revised:Detailer:
Designer:
Sheet NumberSubset Sheets:
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project No./Code
File Name:
of
9339
1601 BLAKE STREET, SUITE 200
Phone: 303-572-0200
DENVER, COLORADO 80202
Fax: 303-572-0202
6/19/15
ROAD CROSSINGS.DWG
AS NOTED
S SCHREIBER
S SCHREIBER
0
10
0 30
FEET
0 30 60
FEET
FISH CREEK
PUBLIC
INFRASTRUCTURE
PROJECT
0 30 60
FEET
FISH CREEK THALWEG PROPOSED ALIGNMENT PROFILE
STA 66+75.00 TO STA 70+75.00
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 17'
7565
7570
7575
7580
7585
7590
7595
7565
7570
7575
7580
7585
7590
7595
66+7567+0068+0069+0070+0070+75
3:1
MAX
TYPICAL SECTION
COUNTRY
CLUB DRIVE
DESIGN INFO
Q100 = 870 CFS 3:1
MAX
8'
3'
7.
6
'
CHANNEL SLOPE 1.0%
CHANNEL SLOPE 1.1%
EX CHANNEL SLOPE 1.4%
EX CHANNEL SLOPE 1.1%
MA
T
C
H
E
X
I
S
T
I
N
G
ST
A
.
6
7
+
5
2
.
9
4
20'
52LF @ 1.0%
20'W X 5'H CBC
SA
N
C
R
O
W
N
75
7
1
.
3
6
WATER CROWN
7566.72
2.5'
COVER
0.5'
COVER
ST
A
.
6
8
+
8
5
.
1
3
IN
V
=
7
5
7
5
.
8
2
ST
A
.
6
8
+
3
3
.
2
2
IN
V
=
7
5
7
5
.
3
0
9'
50'
7.
6
'
MA
T
C
H
E
X
I
S
T
I
N
G
ST
A
.
6
9
+
9
9
.
0
0
EA
S
E
M
E
N
T
ST
A
.
6
7
+
1
2
.
9
6
R.
O
.
W
.
ST
A
.
6
9
+
1
4
.
6
3
R.
O
.
W
.
ST
A
.
6
7
+
7
8
.
5
1
TOE WALL
SOIL RIPRAP
(18 IN), 3' THICK
SOIL RIPRAP
(18 IN), 3' THICK
100 YR WSEL
140
No Revisions:
Revised:Detailer:
Designer:
Sheet NumberSubset Sheets:
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project No./Code
File Name:
of
9339
1601 BLAKE STREET, SUITE 200
Phone: 303-572-0200
DENVER, COLORADO 80202
Fax: 303-572-0202
FISH CREEK
PUBLIC
INFRASTRUCTURE
PROJECT
6/19/15
ROAD CROSSINGS.DWG
AS NOTED
S SCHREIBER
S SCHREIBER
0
25
0 50
FEET
0 50 100
FEET
CREEK WORK PLAN AND PROFILE
GOLF COURSE CREEK WORK 1
17 24
TERRACE
TERRA
C
E
TERRA
C
E
TRAIL
ALIGNMENT START
N:1374088.37
E: 3002149.76
L6
C8
1
0
'
2
5
'
t
o
5
0
'
5
'
11
'
11
'
5'
102
0
+
0
0
10
2
1
+
0
0
1022+
0
0
1023+
0
0
1024+00
1025+00
102
6
+
0
0
10
2
7
+
0
0
13
+
0
0
14+0
0
15+00
16+00
17+00
18+00
19+00
19+74
L5
L7
C6
C7
C9
XS
1
2
+
0
0
XS
1
3
+
0
0
XS
1
4
+
0
0
X
S
1
5
+
0
0
X
S
1
6
+
0
0
XS
1
7
+
0
0
XS
1
8
+
0
0
XS
1
9
+
0
0
BOULDER TOE - LANDSCAPE
BOULDER: 219 EA
STEPPED GRADE CONTROL
LOG GRADE CONTROL STRUCTURE -
LANDSCAPE LOG: 40 LF
LANDSCAPE BOULDER (SPECIAL): 45 EA
PROPOSED
CREEK ALIGNMENT
TRAIL HCL
BOULDER SILL - LANDSCAPE
BOULDER (SPECIAL): 4 EA
BOULDER SILL -
LANDSCAPE BOULDER
(SPECIAL): 9 EA
BOULDER SILL - LANDSCAPE
BOULDER (SPECIAL): 8 EA BOULDER SILL -
LANDSCAPE BOULDER
(SPECIAL): 17 EA
BOULDER TOE - LANDSCAPE
BOULDER: 228 EA
EXISTING CREEK
ALIGNMENT
STEPPED GRADE
CONTROL STRUCTURE -
LANDSCAPE BOULDER
(SPECIAL): 50 EA
BOULDER TOE -
LANDSCAPE
BOULDER: 222 EA
EXISTING CREEK
ALIGNMENT
EXISTING CREEK
ALIGNMENT
TEMPLATE
CHANGE
TEMPLATE
CHANGE
NO WORK ON
EXISTING CULVERTS
TRAIL HCLSOIL RIPRAP
(18"), 3' THICK
BOULDER RIB - LANDSCAPE
BOULDER (SPECIAL): 6 EA
BOULDER RIB -
LANDSCAPE BOULDER
(SPECIAL): 6 EA
141
CREEK WORK PLAN AND PROFILE
GOLF COURSE CREEK WORK 2
18 24
No Revisions:
Revised:Detailer:
Designer:
Sheet NumberSubset Sheets:
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project No./Code
File Name:
of
9339
1601 BLAKE STREET, SUITE 200
Phone: 303-572-0200
DENVER, COLORADO 80202
Fax: 303-572-0202
FISH CREEK
PUBLIC
INFRASTRUCTURE
PROJECT
6/24/15
ROAD CROSSINGS.DWG
AS NOTED
S SCHREIBER
S SCHREIBER
0
25
0 50
FEET
0 50 100
FEET
FISH CREEK GOLF COURSE PROFILE
STA 6+50.00 TO STA 13+50.00
HORIZ. SCALE: 1" = 30'
VERT. SCALE: 1" = 15'
7500
7510
7520
7530
7540
7550
7560
7500
7510
7520
7530
7540
7550
7560
6+507+008+009+0010+0011+0012+0013+0013+50
TE
M
P
L
A
T
E
C
H
A
N
G
E
TE
M
P
L
A
T
E
C
H
A
N
G
E
CHANNEL SLOPE 1.0%
CHANNEL SLOPE 1.0%
TERRACE SLOPE 1.4%CHANNEL SLOPE 1.0%
CHANNEL SLOPE 1.0%
TERRACE AT CONSTANT
SLOPE OF 1.4%
TERRACE 1' ABOVE
CHANNEL CENTERLINE
CHANNEL CENTERLINE AT
CONSTANT SLOPE OF 1.0%
LANDSCAPE NOTES:
1. SEE LANDSCAPE PLANS FOR GRADE CONTROL, SILLS,
RIBS, AND TOE DETAILS. EACH GRADE CONTROL
STRUCTURE CONSISTS OF TWO 6" DROPS.
PROFILE NOTES:
1.CHANNEL THALWEG AT 1.0% SLOPE WITH GRADE
CONTROL STRUCTURES
2.TERRACE AT 1.4% CONSTANT SLOPE, SET 1' ABOVE
CHANNEL THALWEG AT GRADE CONTROL CRESTS
250' SPACING BETWEEN GRADE CONTROL STRUCTURES
STEPPED GRADE
CONTROL STRUCTURE
LOG GRADE CONTROL
STRUCTURE
STEPPED GRADE CONTROL
STRUCTURE
100 YR WSEL
ST
A
.
1
2
+
4
0
.
6
6
CR
E
S
T
E
L
=
7
5
3
2
.
2
6
ST
A
.
9
+
9
0
.
6
6
CR
E
S
T
E
L
=
7
5
2
8
.
7
6
ST
A
.
7
+
4
0
.
6
6
CR
E
S
T
E
L
=
7
5
2
5
.
2
6
TERRAC
E
TERRA
C
E
L3
L4
1
0
'
1
1
'
5
'
8
3
'
200+00
102
6
+
0
0
10
2
7
+
0
0
1028+00
1029+0
0
1030+0
0
1031+00
1032+00
1033+0
0
7+00
8+00
9+00
10+00
11+0012+00
13
+
0
0
14+0
0
L5
C4
C5
C6
XS
6
+
0
0
XS
7
+
0
0
XS
8
+
0
0
X
S
9
+
0
0
X
S
1
0
+
0
0
X
S
1
1
+
0
0
XS
1
2
+
0
0
XS
1
3
+
0
0
XS
1
4
+
0
0
STEPPED GRADE CONTROL
STRUCTURE -
LANDSCAPE BOULDER
(SPECIAL): 32 EA
PROTECT EXISTING
STRUCTURE
TEMPLATE
CHANGE
BOULDER SILL - LANDSCAPE
BOULDER (SPECIAL): 4 EA
BOULDER SILL -
LANDSCAPE BOULDER
(SPECIAL): 21 EA
(SPECIAL): 17 EA
BOULDER TOE - LANDSCAPE
BOULDER: 228 EA
TRAIL HCL
LOG GRADE CONTROL STRUCTURE -
LANDSCAPE LOG: 40 LF
LANDSCAPE BOULDER (SPECIAL): 80 EA
EXISTING CREEK
ALIGNMENT
STEPPED GRADE CONTROL
STRUCTURE - LANDSCAPE
BOULDER (SPECIAL): 42 EA
TEMPLATE
CHANGE
TRAIL HCL
BOULDER RIB - LANDSCAPE
BOULDER (SPECIAL): 6 EA
BOULDER RIB -
LANDSCAPE BOULDER
(SPECIAL): 6 EA
BOULDER RIB -
LANDSCAPE BOULDER
(SPECIAL): 6 EA
BOULDER RIB -
LANDSCAPE BOULDER
(SPECIAL): 12 EA
142
No Revisions:
Revised:Detailer:
Designer:
Sheet NumberSubset Sheets:
Init.CommentsDate:
Sheet Revisions As ConstructedPrint Date:
Horiz. Scale:
Project No./Code
File Name:
of
9339
1601 BLAKE STREET, SUITE 200
Phone: 303-572-0200
DENVER, COLORADO 80202
Fax: 303-572-0202
FISH CREEK
PUBLIC
INFRASTRUCTURE
PROJECT
6/19/15
ROAD CROSSINGS.DWG
AS NOTED
S SCHREIBER
S SCHREIBER
0
25
0 50
FEET
0 50 100
FEET
CREEK WORK PLAN AND PROFILE
GOLF COURSE CREEK WORK 3
19 24
FISH CREEK GOLF COURSE PROFILE
STA 0+00.00 TO STA 7+00.00
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 25'
7490
7500
7510
7520
7530
7540
7550
7490
7500
7510
7520
7530
7540
7550
0+001+002+003+004+005+006+007+00
TE
M
P
L
A
T
E
C
H
A
N
G
E
MA
T
C
H
E
X
I
S
T
I
N
G
ST
A
.
0
+
3
9
.
8
2
CHANNEL SLOPE 1.0%
CHANNEL SLOPE 1.0%
TERRACE SLOPE 1.4%
TERRACE AT CONSTANT
SLOPE OF 1.4%
CHANNEL CENTERLINE AT
CONSTANT SLOPE OF 1.0%TERRACE 1' ABOVE
CHANNEL CENTERLINE
PROFILE NOTES:
1.CHANNEL THALWEG AT 1.0% SLOPE WITH GRADE
CONTROL STRUCTURES
2.TERRACE AT 1.4% CONSTANT SLOPE, SET 1' ABOVE
CHANNEL THALWEG AT GRADE CONTROL CRESTS
LOG GRADE CONTROL
STRUCTURE
LANDSCAPE NOTES:
1. SEE LANDSCAPE PLANS FOR GRADE CONTROL, SILLS,
RIBS, AND TOE DETAILS. EACH GRADE CONTROL
STRUCTURE CONSISTS OF TWO 6" DROPS.
100 YR WSEL
SA
N
C
R
O
W
N
75
1
0
.
7
6
7'
ST
A
.
4
+
9
0
.
6
6
CR
E
S
T
E
L
=
7
5
2
1
.
7
6
TERRA
C
E
TERRA
C
E
TERRA
C
E
TERRA
C
E
FISH CREEK ROAD
SEE ROADWAY
DRAINAGE SHEETS
L1
L3
C3
1
0
'
5
'
1
1
'
1
1
'
11
'
5'
11
'
199+00 200+00 201+00 202+00 203+00 204+00
205+00
206+00
1032+00
1033+0
0
1034+0
0
1035+00 1035+25
0+00
1+00
2+003+00
4+00
5+00
6+00
7+00
L2
ALIGNMENT STOP
N:1375898.90
E: 3002779.76
C1
C2
X
S
1
+
0
0
X
S
2
+
0
0
XS
3
+
0
0
XS
4
+
0
0
XS
5
+
0
0
XS
6
+
0
0
XS
7
+
0
0
BOULDER TOE - LANDSCAPE
BOULDER: 206 EA
EXISTING CREEK
ALIGNMENT
TRAIL HCL
PROTECT EXISTING
STRUCTURE
TEMPLATE
CHANGE
PROPOSED
CREEK ALIGNMENT
EXISTING CREEK
ALIGNMENT
PROPOSED CREEK
ALIGNMENT
BOULDER SILL -
LANDSCAPE BOULDER
(SPECIAL): 12 EA
STEPPED GRADE CONTROL
STRUCTURE - LANDSCAPE
BOULDER (SPECIAL): 42 EA
BOULDER RIB - LANDSCAPE
BOULDER (SPECIAL): 12 EA
BOULDER RIB -
LANDSCAPE BOULDER
(SPECIAL): 6 EA
BOULDER SILL -
LANDSCAPE BOULDER
(SPECIAL): 5 EA
143