HomeMy WebLinkAbout1.12 Middle Colorado Ag Collaborative - Roseman (Project 4)_Part3EL
E
V
A
T
I
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,
(
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STA. (FT)
ROSEMAN - DIVERSION AND SEDIMENT SLUICE WALL
5680
5685
5690
5695
5700
5705
5710
5715
5680
5685
5690
5695
5700
5705
5710
5715
1+00 2+002+02
0.9%EXISTING DIVERSION
LOCATION TO REMAIN
ST
A
:
1
+
3
5
.
0
0
AL
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N
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ST
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:
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.
9
9
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ST
A
:
1
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5
6
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8
3
AL
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H
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ST
A
:
1
+
6
2
.
8
8
AL
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N
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C
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STA: 1+35.00
EL: 5695.3
STA: 1+44.47
EL: 5701.8
STA: 1+81.18
EL: 5701.8
STA: 1+05.91
EL: 5691.0
STA: 1+06.01
EL: 5693.6
STA: 1+05.94
EL: 5690.0
SEE NOTES
STA: 1+44.42
EL: 5690.4
SEE NOTES
EXISTING CONCRETE FOOTER EL: 5688.38,
ASSUMED ELEVATION OF CONCRETE FOOTER
IF IT EXISTS, TO BE FIELD VERIFIED
STA: 1+84.90
EL: 5701.8
MATCH EXISTING
GRADE
STA: 1+99.79
EL: 5700.1
SEDIMENT SLUICE
CHANNEL
FLOWLINE
PROPOSED DIVERSION
BOX FLOOR ELEVATION
SURVEYED BOTTOM OF CONCRETE WALL,
DEPTH OF CONCRETE UNKNOWN
REMOVE EXISTING SEDIMENT
SLUICE CONCRETE,
SEE PHOTO 1 THIS SHEET
END OF EXISTING
STRUCTURE TO REMAIN
TOP OF EXISTING CONCRETE WALL TO BE RAISED
TO ELEVATIONS SHOWN ON THIS PROFILE
FRESNO 54" X 54" SERIES 8200 FABRICATED SLIDE GATE
x
x
x
x
x
^
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^
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5692
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5696 5695
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5693
5694
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5696
ROSEMAN - DIVERSION AND SEDIMENT SLUICE WALL
RAISE EXISTING CONCRETE WALL,
SEE PROFILE BELOW
REMOVABLE TRASH RACK
AND FISH SCREEN
FRESNO 54" X 54" SERIES 8200
FABRICATED HEADGATE
EXISTING PORTION OF
SEDIMENT SLUICE TO REMAIN
FRESNO 30" X 30" SERIES 8200
FABRICATED HEADGATE
2+02
1
+
0
0
2+00
JBH/DTL
JBH/DTL
SDS
4/26/2024
SHOWN
MEMBER UTILITIES
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 3-BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
OR CALL UTILITY NOTIFICATION
1-800-922-1987
811
CALL COLORADO
NO.BY DATE COMMENTS
SCALE
DETAIL
CHECK
DESIGN
Pl
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P
R
O
J
4
SHEET NO.
JOB NO.
REVISION NO.
DATE
DESCRIPTIONWRIGHT WATER ENGINEERS, INC.
GLENWOOD SPRINGS, CO 81602
(970)945-7755 FAX(970)945-9210
818 COLORADO AVE. P.O. BOX 219
DRAFT
NOT FOR
CONSTRUCTION
BID SET
4/26/2024
4/26/2024
SECTIONS
211-020.020
----
XS02
10 10 20 FT0
NORTH
PLAN
0 1010 0 55
VERTICALHORIZONTAL
20 FT 10 FT
PROFILE
ROSEMAN DIVERSION
PHOTO 1
DOWNSTREAM END OF SEDIMENT SLUICE
PHOTO 2
UPSTREAM END OF SEDIMENT SLUICE AND
DIVERSION HEADGATE
EXISTING SEDIMENT
SLUICE GATE
EXISTING DIVERSION
HEADGATE
PORTION OF EXISTING WALL TO BE RAISED,
SEE PROFILE VIEW THIS SHEET
NOTES:
1.DEPTH OF PROPOSED SEDIMENT SLUICE CHANNEL FOOTER TO BE
SPECIFIED BY STRUCTURAL ENGINEER. SEE STRUCTURAL PLANS.
2.REFER TO STRUCTURAL SHEETS FOR ALL STRUCTURE DETAILS.
APPROXIMATE
CUT LINES
REMOVE EXISTING CONCRETE
EL
E
V
A
T
I
O
N
,
(
F
T
)
STA. (FT)
ROSEMAN - WALL SECTION 3
5680
5685
5690
5695
5700
5705
5710
5715
5680
5685
5690
5695
5700
5705
5710
5715
0+75 1+00 1+75
EXISTING CONCRETE FOOTER EL: 5688.38,
ASSUMED ELEVATION OF CONCRETE FOOTER
IF IT EXISTS, TO BE FIELD VERIFIED
DIVERSION INV EL: 5692.91
SEDIMENT SLUICE
INV EL: 5691.51
MATCH EXISTING GRADE
STA: 1+02.69
EL: 5700.07
STA: 1+17.62
EL: 5701.75
STA: 1+21.19
EL: 5698.76
STA: 1+35.56
EL: 5698.67
STA: 1+39.72
EL: 5698.72
STA: 1+35.56
EL: 5697.41
STA: 1+39.72
EL: 5697.41
STA: 1+49.99
EL: 5698.53
STA: 1+49.99
EL: 5698.90
STA: 1+49.99
EL: 5701.75
STA: 1+54.68
EL: 5698.90
STA: 1+54.68
EL: 5694.65
STA: 1+59.70
EL: 5694.65
STA: 1+59.70
EL: 5695.15
ST
A
:
1
+
4
1
.
5
9
AL
I
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N
M
E
N
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1
+
4
7
.
6
5
AL
I
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N
M
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N
T
C
H
A
N
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E
REMOVE PORTION OF EXISTING CONCRETE (SEE PHOTO 2 THIS SHEET)
TOP OF EXISTING CONCRETE WALL TO BE RAISED
TO ELEVATIONS SHOWN ON THIS PROFILE
FRESNO 54" X 54" SERIES 8200 FABRICATED SLIDE GATE
FRESNO 30" X 30" SERIES 8200 FABRICATED SLIDE GATE
SHEET PILE WALL WITH 1' CONCRETE CAP
x
x
x
x
x
^
^
^
^
^
^
^
w
w
w
w
w
w
w
w
w
w
w
5699
56
9
6
56
9
4
56
9
4
5
6
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5
56
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6
5697
56
9
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5
7
0
0
56
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5
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5696
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5
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1
5
6
8
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5690
5691
5
6
9
2
5
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5695
5694
5693
5692
5691
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5693
569
4
56
9
5
5693
5694
5695
5
6
9
9
5698
5696
56
9
4
5695
ROSEMAN - WALL SECTION 3
RAISE EXISTING CONCRETE WALL,
SEE PROFILE BELOW
REMOVABLE TRASH RACK
AND FISH SCREEN
FRESNO 54" X 54" SERIES 8200
FABRICATED HEADGATE
EXISTING PORTION OF
SEDIMENT SLUICE TO REMAIN
FRESNO 30" X 30" SERIES 8200
FABRICATED HEADGATE
1+00
1+
6
9
JBH/DTL
JBH/DTL
SDS
4/26/2024
SHOWN
MEMBER UTILITIES
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 3-BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
OR CALL UTILITY NOTIFICATION
1-800-922-1987
811
CALL COLORADO
NO.BY DATE COMMENTS
SCALE
DETAIL
CHECK
DESIGN
Pl
o
t
D
a
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e
/
T
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:
0
4
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5
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P
R
O
J
4
SHEET NO.
JOB NO.
REVISION NO.
DATE
DESCRIPTIONWRIGHT WATER ENGINEERS, INC.
GLENWOOD SPRINGS, CO 81602
(970)945-7755 FAX(970)945-9210
818 COLORADO AVE. P.O. BOX 219
DRAFT
NOT FOR
CONSTRUCTION
BID SET
4/26/2024
4/26/2024
SECTIONS
211-020.020
----
XS03
10 10 20 FT0
NORTH
PLAN
0 1010 0 55
VERTICALHORIZONTAL
20 FT 10 FT
PROFILE
ROSEMAN DIVERSION
PHOTO 1
DOWNSTREAM END OF SEDIMENT SLUICE
PHOTO 2
UPSTREAM END OF SEDIMENT SLUICE AND
DIVERSION HEADGATE
PORTION OF EXISTING WALL TO BE RAISED,
SEE SECTION THIS SHEET
REMOVE PORTION OF
EXISTING CONCRETE
APPROXIMATE RENDERING OF
PROPOSED CONCRETE,
SEE SECTION THIS SHEET
30"
30"
NOTES:
1.DEPTH OF PROPOSED SEDIMENT SLUICE CHANNEL FOOTER TO BE
SPECIFIED BY STRUCTURAL ENGINEER. SEE STRUCTURAL PLANS.
2.REFER TO STRUCTURAL SHEETS FOR ALL STRUCTURE DETAILS.
EL
E
V
A
T
I
O
N
,
(
F
T
)
STA. (FT)
ROSEMAN - WALL SECTION 4
5680
5685
5690
5695
5700
5705
5710
5680
5685
5690
5695
5700
5705
5710
1+00 1+67
STA: 1+00.00
EL: 5701.8 STA: 1+36.46
EL: 5698.9
STA: 1+39.68
EL: 5698.9
STA: 1+39.68
EL: 5701.8
STA: 1+67.43
EL: 5701.8
STA: 1+00.00
EL: 5689.0
STA: 1+39.68
EL: 5689.0
EL: 5690.00
EL: 5692.90
EL: 5697.90
PROPOSED
SEDIMENT SLUICE
INV EL: 5691.51
(MATCH EXISTING)
PROPOSED DIVERSION
INV EL: 5692.91
(MATCH EXISTING)
EL: 5697.41
ST
A
:
1
+
0
2
.
1
3
AL
I
G
N
M
E
N
T
C
H
A
N
G
E
ST
A
:
1
+
1
2
.
1
2
AL
I
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N
M
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N
T
C
H
A
N
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E
ST
A
:
1
+
3
6
.
4
6
AL
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A
N
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E
ST
A
:
1
+
4
1
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7
6
AL
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ST
A
:
1
+
4
7
.
5
4
AL
I
G
N
M
E
N
T
C
H
A
N
G
E
EXISTING CONCRETE FOOTER EL: 5688.38,
ASSUMED ELEVATION OF CONCRETE FOOTER
IF IT EXISTS, TO BE FIELD VERIFIED
EXISTING CONCRETE FLOOR
DAVIT CRANE PEDESTAL
FOOTER
STA: 1+02.13
EL: 5701.8
STA: 1+02.13
EL: 5698.9
x
x
x
x
x
^
^
^
^
^
^
^
w
w
w
w
w
w
w
w
w
w
w
5699
56
9
6
56
9
4
56
9
4
5
6
9
5
56
9
6
5697
56
9
9
5
7
0
0
56
9
8
5
6
9
5
56
9
5
5
6
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0
5
6
9
4
5
6
9
5
5696
5
6
9
6
5
6
9
5
5
6
9
4
5
6
9
3
5
6
9
2
5
6
9
1
5
6
8
9
5690
5691
5
6
9
2
5
6
9
3
5695
5694
5693
5692
5691
56
9
2
5
6
9
0
5
6
9
1
56
9
2
5693
569
4
56
9
5
5693
5694
5695
5
6
9
9
5698
5696
56
9
4
5695
DAVIT CRANE PAD
DIVERSION
SEDIMENT SLUICE
REMOVABLE
TRASH RACK AND
FISH SCREEN
ROSEMAN - WALL SECTION 4
1+671+00
JBH/DTL
JBH/DTL
SDS
4/26/2024
SHOWN
MEMBER UTILITIES
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 3-BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
OR CALL UTILITY NOTIFICATION
1-800-922-1987
811
CALL COLORADO
NO.BY DATE COMMENTS
SCALE
DETAIL
CHECK
DESIGN
Pl
o
t
D
a
t
e
/
T
i
m
e
:
0
4
/
2
5
/
2
0
2
4
,
0
8
:
3
0
:
0
0
P
M
;
G
:
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W
W
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2
1
1
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0
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0
2
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2
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O
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S
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D
W
G
-
X
S
0
4
-
P
R
O
J
4
SHEET NO.
JOB NO.
REVISION NO.
DATE
DESCRIPTIONWRIGHT WATER ENGINEERS, INC.
GLENWOOD SPRINGS, CO 81602
(970)945-7755 FAX(970)945-9210
818 COLORADO AVE. P.O. BOX 219
DRAFT
NOT FOR
CONSTRUCTION
BID SET
4/26/2024
4/26/2024
SECTIONS
211-020.020
----
XS04
10 10 20 FT0
NORTH
PLAN
0 1010 0 55
VERTICALHORIZONTAL
20 FT 10 FT
PROFILE
ROSEMAN DIVERSION
PHOTO 1
DOWNSTREAM END OF SEDIMENT SLUICE
PHOTO 2
UPSTREAM END OF SEDIMENT SLUICE AND
DIVERSION HEADGATE
PORTION OF EXISTING WALL TO BE RAISED,
SEE SECTION THIS SHEET
REMOVE PORTION OF
EXISTING CONCRETE
APPROXIMATE RENDERING OF
PROPOSED CONCRETE,
SEE SECTION THIS SHEET
30"
30"
APPROXIMATE RENDERING OF
CONCRETE FOOTER,
SEE SECTION THIS SHEET
~38.6"
NOTES:
1.TRASH RACK AND GATES REMOVED FOR CLARITY.
2.CONTRACTOR TO PROVIDE LEVEL GROUTED SURFACE
AT DIVERSION AND SEDIMENT SLUICE GATE
LOCATIONS IN ACCORDANCE WITH MANUFACTURER
RECOMMENDATIONS.
3.REFER TO STRUCTURAL SHEETS FOR ALL STRUCTURE
DETAILS.
= SUPERIMPOSED CONCRETE
EL
E
V
A
T
I
O
N
,
(
F
T
)
STA. (FT)
ROSEMAN - FISH PASSAGE SECTION B
5680
5685
5690
5695
5700
5705
5710
5680
5685
5690
5695
5700
5705
5710
0+90 1+00 1+80
EL
E
V
A
T
I
O
N
,
(
F
T
)
STA. (FT)
ROSEMAN - FISH PASSAGE SECTION A
5680
5685
5690
5695
5700
5705
5710
5680
5685
5690
5695
5700
5705
5710
0+90 1+00 1+80
EXISTING GRADE
EXISTING GRADE
BOULDER
PROPOSED GRADE
STREAM SUBSTRATE
(D50 = 18"), 3' THICK
STREAM SUBSTRATE MIXED
WITH ON-SITE MATERIAL BOULDER
PROPOSED GRADE
STREAM SUBSTRATE
(D50 = 18"), 3' TICK
MATCH EXISTING GRADE
STA: 1+02.50
EL: 5696.95
STA: 1+09.57
EL: 5695.96
STA: 1+09.57
EL: 5696.82
STA: 1+10.61
EL: 5696.82
STA: 1+10.61
EL: 5691.30
STA: 1+13.97
EL: 5691.30
STA: 1+13.97
EL: 5696.08
STA: 1+15.04
EL: 5696.08
STA: 1+15.04
EL: 5694.52
STA: 1+08.57
EL: 5691.31
STA: 1+08.57
EL: 5690.31
STA: 1+16.04
EL: 5690.30
STA: 1+16.04
EL: 5691.30
MATCH EXISTING GRADE
STA: 1+58.40
EL: 5696.25
MATCH EXISTING
GRADE
STA: 1+64.14
EL: 5693.27
MATCH EXISTING GRADE
STA: 1+03.02
EL: 5695.95
STA: 1+11.78
EL: 5694.26
STA: 1+12.83
EL: 5694.26
STA: 1+15.83
EL: 5694.26
STA: 1+16.89
EL: 5694.26
STA: 1+12.83
EL: 5691.11 STA: 1+15.83
EL: 5691.10
STA: 1+10.78
EL: 5691.11
STA: 1+10.78
EL: 5690.11
STA: 1+17.89
EL: 5690.10
STA: 1+17.89
EL: 5691.10
x
x
x
x
x
^
^w
w
w
w
w
w
w
w
w
5699
56
9
8
56
9
7
56
9
6
56
9
5
56
9
4
5
6
9
3
56
9
3
5
6
9
4
5
6
9
5
5
6
9
6
5697
5
7
0
0
5700
56
9
9
5
6
9
8
56
9
7
5
6
9
6
56
9
5
5
6
9
4
56
9
4
5
6
9
5
5700
5699
5698
5696
5695
5
6
9
4
5
6
9
5
5
6
9
3
5
6
9
2
5697
5696
5695
5
6
9
3
5
6
9
2
5
6
9
1
5
6
9
0
5693
56
9
2
5691
5692
5
6
9
3
5694
5692
5695
5
6
9
5
5
6
9
5
56
9
6
56
9
7
56
9
8
56
9
5
569
2
569
1
5
6
9
0
56
9
1
569
0
570
0
5
6
9
9
5698 5697
5696
5693
5694
1+
0
0
1+
7
0
1+00
1+70
REVEGETATION:
WILLOW STAKES
STREAM SUBSTRATE
(D50 = 18"), 3' TICK
BOULDER
ROSEMAN - FISH PASSAGE SECTION A
ROSEMAN - FISH PASSAGE SECTION B
JBH/DTL
JBH/DTL
SDS
4/26/2024
SHOWN
MEMBER UTILITIES
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 3-BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
OR CALL UTILITY NOTIFICATION
1-800-922-1987
811
CALL COLORADO
NO.BY DATE COMMENTS
SCALE
DETAIL
CHECK
DESIGN
Pl
o
t
D
a
t
e
/
T
i
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e
:
0
4
/
2
5
/
2
0
2
4
,
0
8
:
3
0
:
1
8
P
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0
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-
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D
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-
X
S
0
5
-
P
R
O
J
4
SHEET NO.
JOB NO.
REVISION NO.
DATE
DESCRIPTIONWRIGHT WATER ENGINEERS, INC.
GLENWOOD SPRINGS, CO 81602
(970)945-7755 FAX(970)945-9210
818 COLORADO AVE. P.O. BOX 219
DRAFT
NOT FOR
CONSTRUCTION
BID SET
4/26/2024
4/26/2024
SECTIONS
211-020.020
----
XS05
10 10 20 FT0
NORTH
PLAN
0 1010 0 55
VERTICALHORIZONTAL
20 FT 10 FT
PROFILE
ROSEMAN DIVERSION
1.00'1.00'
EXISTING GRADE
SEDIMENT SLUICE
CHANNEL WIDTH 3.00'
REVEGETATION:
UPLAND SEED
7.00'
CHANNEL
HEIGHT
VARIESSTRUCTURE
HEIGHT VARIES
1.00'
1.00'
MINIMUM 2' COVER
BETWEEN PROPOSED
GRADE AND TOP OF
FOOTER
VOID-FILLED RIPRAP
(D50 = 18"), 3' THICK
PROPOSED CHANNEL GRADE
MATCH EXISTING GRADE
CONTRACTOR TO COORDINATE BEDDING
MATERIAL BELOW SEDIMENT SLUICE
WITH STRUCTURAL ENGINEER
4:1
4:1
EXISTING GRADE
1' DEEP CHANNEL
REVEGETATION:
UPLAND SEED
30.0' WIDE CHANNEL
VOID-FILLED RIPRAP (D50 = 18"), 3' THICK. MIX TOP
6" WITH TOPSOIL AND REVEGETATE
PROPOSED GRADEMATCH EXISTING GRADE
MATCH EXISTING GRADE
NEDIA KOIRMAT 700 OR APPROVED
EQUAL TO EXTEND FULL WIDTH OF
OVERFLOW CHANNEL
JBH/DTL
JBH/DTL
SDS
4/26/2024
SHOWN
MEMBER UTILITIES
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 3-BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
OR CALL UTILITY NOTIFICATION
1-800-922-1987
811
CALL COLORADO
NO.BY DATE COMMENTS
SCALE
DETAIL
CHECK
DESIGN
Pl
o
t
D
a
t
e
/
T
i
m
e
:
0
4
/
2
5
/
2
0
2
4
,
0
8
:
3
2
:
0
8
P
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S
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S
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1
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P
R
O
J
4
SHEET NO.
JOB NO.
REVISION NO.
DATE
DESCRIPTIONWRIGHT WATER ENGINEERS, INC.
GLENWOOD SPRINGS, CO 81602
(970)945-7755 FAX(970)945-9210
818 COLORADO AVE. P.O. BOX 219
DRAFT
NOT FOR
CONSTRUCTION
BID SET
4/26/2024
4/26/2024
TYPICAL SECTIONS
211-020.020
----
TS01
ROSEMAN DIVERSION
TYPICAL SECTION B - SEDIMENT SLUICE CHANNEL
TYPICAL SECTION A - OVERFLOW CHANNEL
NOTES:
1.REFER TO STRUCTURAL SHEETS FOR ALL
STRUCTURE DETAILS.
36" PARSHALL FLUME WITH FLOW
MEASUREMENT AND TELEMETRY ,
UPSTREAM OF FIRST TURNOUT
CONCRETE HEADGATE
STRUCTURE WITH FRESNO 12"X12"
SERIES 8200 FABRICATED SLIDE
GATE WITH ACTUATORS
CONCRETE HEADGATE
STRUCTURE WITH FRESNO 12"X12"
SERIES 8200 FABRICATED SLIDE
GATE WITH ACTUATORS
CONCRETE HEADGATE
STRUCTURE WITH FRESNO
12"X12" SERIES 8200 FABRICATED
SLIDE GATE WITH ACTUATORS36" PARSHALL FLUME WITH
FLOW MEASUREMENT AND
TELEMETRY DOWNSTREAM OF
LAST TURNOUT
EXISTING DITCH
EXISTING LATERAL
VOID-FILLED RIPRAP
(D50 = 12") CHECK DAM
ROSEMAN DIVERSION
TO THE NORTH
EXISTING LATERAL
EXISTING LATERAL
VOID-FILLED RIPRAP
(D50 = 12") CHECK DAM
VOID-FILLED RIPRAP
(D50 = 12") CHECK DAM
VOID-FILLED RIPRAP
(D50 = 12") CHECK DAM
CONCRETE HEADGATE
STRUCTURE WITH FRESNO 12"X12"
SERIES 8200 FABRICATED SLIDE
GATE WITH ACTUATORS
ACCESS ROAD
REVEGETATION:
WILLOW STAKES
REVEGETATION:
WILLOW STAKES
REVEGETATION:
WILLOW STAKES
ACCESS ROAD
ACCESS ROAD
PROPOSED
GRADE PROFILE,
SEE TD02
EXISTING
DITCH
EXISTING
LATERAL
EXISTING DITCH
INVERT
CONCRETE
STRUCTURE
SET BOTTOM OF CONCRETE
STRUCTURE TO 2' BELOW
INVERT OF EXISTING DITCH
16"
8"
12"
8"
12"
24"
24"
12"
60"
24"
FRESNO 12"x12" SERIES 8200
24"
6"
12"
6"
48"
24"
12"
SUBGRADE
VOID-FILLED
RIPRAP (D50 = 12")
24"
EXISTING DITCH
FLOW
EXISTING LATERAL
FLOW
36"
VOID-FILLED RIPRAP
(D50 = 12") CHECK DAM
TO EXTEND TO EACH
BANK WHERE THE
PROPOSED ELEVATION
TIES INTO EXISTING
GRADE
CONCRETE HEADGATE
STRUCTURE WITH FRESNO
12"X12" SERIES 8200
FABRICATED SLIDE GATE
WITH ACTUATORS
EX
I
S
T
I
N
G
D
I
T
C
H
FL
O
W
EXI
S
T
I
N
G
L
A
T
E
R
A
L
FLO
W
CHECK DAM TO BE
INSTALLED APPROXIMATELY
2.00' DOWNSTREAM OF
PROPOSED HEADGATE
REVEGETATION:
WILLOW STAKES
JBH/DTL
JBH/DTL
SDS
4/26/2024
SHOWN
MEMBER UTILITIES
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 3-BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
OR CALL UTILITY NOTIFICATION
1-800-922-1987
811
CALL COLORADO
NO.BY DATE COMMENTS
SCALE
DETAIL
CHECK
DESIGN
Pl
o
t
D
a
t
e
/
T
i
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e
:
0
4
/
2
5
/
2
0
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,
0
8
:
3
3
:
3
4
P
M
;
G
:
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W
W
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\
2
1
1
-
0
2
0
\
0
2
0
\
C
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\
0
2
_
D
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S
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X
X
-
T
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C
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N
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S
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D
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G
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T
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P
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C
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U
R
N
O
U
T
S
SHEET NO.
JOB NO.
REVISION NO.
DATE
DESCRIPTIONWRIGHT WATER ENGINEERS, INC.
GLENWOOD SPRINGS, CO 81602
(970)945-7755 FAX(970)945-9210
818 COLORADO AVE. P.O. BOX 219
DRAFT
NOT FOR
CONSTRUCTION
BID SET
4/26/2024
4/26/2024
A
TD01
B
TD01
SECTION A
SECTION B
60 60 120 FT0
NORTH
PLAN
211-020.020
----
TD01
THOMPKINS DITCH TURNOUTS
NOTES:
1.INTENT IS TO INSTALL 2 PARSHALL FLUMES AND A SERIES OF HEAGATES ALONG EXISTING ROSEMAN DITCH FOR THOMPKINS WATER RIGHTS.
2.CONCRETE STRUCTURE AND HEADGATES TO BE INSTALLED TO DIVERT WATER TO LATERALS. ANY DISTURBED AREAS TO BE REVEGETATED WITH SEED AND HYDROMULCH.
3.DETAILS WILL BE FURTHERED PRIOR TO CONSTRUCTION. CONCRETE TO BE INSTALLED WITH REINFORCING FOLLOWING TYPICAL CDOT DETAIL.
4.CONTRACTOR TO PROVIDE SHOP DRAWINGS TO ENGINEER FOR REVIEW.
5.VOID-FILLED (D50 = 12") RIPRAP CHECK DAM TO BE COORDINATED WITH ENGINEER.
6.ALL WORK IN ROSEMAN DITCH TO BE CONFIRMED WITH ROSEMAN DITCH COMPANY.
7.INSTALLATION OF FLUME TO FOLLOWING DETAIL AND SPECIFICATIONS. ANY MODIFICATION REQUIRED TO EXISTING ROSEMAN DITCH SLOPE TO PROVIDE FREE OUTFALL
FROM FLUME FOR ACCURATE FLOW MEASUREMENTS.
CONCRETE HEADGATE STRUCTURE AND CHECK DAM DETAIL
ROSEMAN DIVERSION
NTS
NTS
TYPICAL PLAN
NTS
THOMPKINS DITCH PROFILE (STA:0+00' - 8+50')
5680
5685
5690
5680
5685
5690
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50
THOMPKINS DITCH PROFILE (STA: 8+50' - 17+00')
5680
5685
5690
5680
5685
5690
8+50 9+00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
PARSHALL FLUME
STA: 0+23.15
EL: 5686.08
TURNOUT
STA: 0+73.80
EL: 5686.33 TURNOUT
STA: 6+50.00
EL: 5685.40
TURNOUT
STA: 11+39.76
EL: 5683.81
TURNOUT
STA: 16+42.56
EL: 5682.27
EXISTING GRADE
EXISTING GRADE
1' DROP FOR FLUME
1' DROP FOR FLUME
PROPOSED GRADE
PROPOSED GRADE
PARSHALL FLUME
STA: 16+50.81
EL: 5683.45
ADDITIONAL SURVEY
UPSTREAM TO BE ACQUIRED
TO UNDERSTAND HYDRAULICS
0.10%
0.10%
2' TO 3' HEIGHT
3.00' TO 5.00' BOTTOM WIDTH
3H : 1
V
3H :
1
V
TOP WIDTH: 15' TO 23' WIDTH
REVEGETATION TO BE COORDINATED WITH LANDOWNEREXISTING GRADE
PROPOSED GRADE
EXISTING SUBGRADE
JBH/DTL
JBH/DTL
SDS
4/26/2024
SHOWN
MEMBER UTILITIES
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 3-BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
OR CALL UTILITY NOTIFICATION
1-800-922-1987
811
CALL COLORADO
NO.BY DATE COMMENTS
SCALE
DETAIL
CHECK
DESIGN
Pl
o
t
D
a
t
e
/
T
i
m
e
:
0
4
/
2
5
/
2
0
2
4
,
0
8
:
3
3
:
4
3
P
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;
G
:
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W
W
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1
1
-
0
2
0
\
0
2
0
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C
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\
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2
_
D
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S
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T
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X
X
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T
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P
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N
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S
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O
F
I
L
E
SHEET NO.
JOB NO.
REVISION NO.
DATE
DESCRIPTIONWRIGHT WATER ENGINEERS, INC.
GLENWOOD SPRINGS, CO 81602
(970)945-7755 FAX(970)945-9210
818 COLORADO AVE. P.O. BOX 219
DRAFT
NOT FOR
CONSTRUCTION
BID SET
4/26/2024
4/26/2024
211-020.020
----
TD02
THOMPKINS DITCH PROFILE
ROSEMAN DIVERSION
0 3030 0 33
VERTICALHORIZONTAL
60 FT 6 FT
PROFILE
NOTES:
1.ADDITIONAL SURVEY TO BE ACQUIRED TO VERIFY GRADING AND TIE-INS
2.PLAN AND PROFILE TO PROVIDE GENERAL INTENT OF WORK REQUIRED TO REGRADE DITCH
THROUGH THIS SECTION.
3.APPROXIMATE LENGTH OF DITCH GRADING IS 1,650 LF.
TYPICAL DITCH SECTION
x
x
w
w
w
w
w
w
w
w
w
w
w
w
w
w
EXISTING 48-INCH CONCRETE FLUME TO REMAIN. INSTALL
RADAR SENSOR ON FLUME FOR FLOW MEASUREMENT,
SEE EQUIPMENT LIST THIS SHEET
FL
O
W
E
L
K
C
R
E
E
K
EL
K
C
R
E
E
K
DITCH HEADGATE AND SLUICE GATE
CONTROLLER STATION,
SEE EQUIPMENT LIST THIS SHEET
F
L
O
W
FABRICATED HEADGATES WITH ACTUATORS,
SEE NOTES AND EQUIPMENT LIST THIS SHEET
REGRADE FLUME APPROACH SECTION,
SEE NOTES
APPROXIMATELY 90 LF DIRECT BURIAL CABLE,
SEE NOTES AND EQUIPMENT LIST THIS SHEET
4H:1V CONCRETE RAMP,
SEE NOTES
JBH/DTL
JBH/DTL
SDS
4/26/2024
SHOWN
MEMBER UTILITIES
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 3-BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
OR CALL UTILITY NOTIFICATION
1-800-922-1987
811
CALL COLORADO
NO.BY DATE COMMENTS
SCALE
DETAIL
CHECK
DESIGN
Pl
o
t
D
a
t
e
/
T
i
m
e
:
0
4
/
2
6
/
2
0
2
4
,
0
1
:
4
6
:
3
1
P
M
;
G
:
\
W
W
E
\
2
1
1
-
0
2
0
\
0
2
0
\
C
A
D
\
0
2
_
D
W
G
S
\
O
V
X
X
-
H
Y
D
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O
L
O
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I
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P
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O
J
E
C
T
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R
A
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1
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P
R
O
J
4
SHEET NO.
JOB NO.
REVISION NO.
DATE
DESCRIPTIONWRIGHT WATER ENGINEERS, INC.
GLENWOOD SPRINGS, CO 81602
(970)945-7755 FAX(970)945-9210
818 COLORADO AVE. P.O. BOX 219
DRAFT
NOT FOR
CONSTRUCTION
BID SET
4/26/2024
4/26/2024
OVERALL TELEMETRY PLAN
211-020.020
----
TE01
NORTH
20 40 FT200
OVERALL PLAN
ROSEMAN DIVERSION
TELEMETRY EQUIPMENT LIST
ACTUATORS
ITEM NO.ITEM QUANTITY
1 ROTORK IQD10 HEADGATE ACTUATOR 2
CONTROLLER STATIONS
ITEM NO.ITEM QUANTITY
2 24 VDC SOLAR POWER SUPPLY, STATION SUPPLIES, AND
MATERIALS 1
3 CR1000X DATALOGGER/CONTROLLER 1
4 CELLULAR GATEWAY, AIRLINK RAVEN RV50X 1
5 DIRECTIONAL CELLULAR ANTENNA AND ACCESSORIES 1
6 7" HMI DISPLAY, WEINTEK MT SERIES (NEMA 4-X)2
7 FABRICATION AND CONSTRUCTION SUPPLIES FOR MOUNTING
ACTUATORS 2
8 CONTROLLER STATION AND ACTUATOR INSTALLATION PARTS AND
SUPPLIES 1
9 SYSTEM ASSEMBLY PARTS AND SUPPLIES 1
FLUME RADAR
ITEM NO.ITEM QUANTITY
10 RADAR LEVEL SENSOR, VEGA C21 1
11 RADAR SPECIFIC INSTALLATION PARTS AND SUPPLIES 1
12 DIRECT BURIAL CABLE (INSULATED, 16/4C)110 (LF)
NOTES:
1.ACTUATOR SIZE AND GEARING ARE SUBJECT TO CHANGE. RIGID CONDUIT SHALL BE ANCHORED
TO CONCRETE STRUCTURE FOR CONNECTION TO HEADGATE CONTROLLER STATION.
2.FLUME APPROACH CHANNEL SHALL BE DREDGED FOR APPROXIMATELY 50 FEET UPSTREAM OF
THE FLUME (8-FOOT WIDTH) TO AN ELEVATION 1-FOOT LOWER THAN THE FLAT FLOOR OF THE
FLUME TO IMPROVE APPROACH FLOW CONDITIONS. CONTRACTOR SHALL COORDINATE WITH
ENGINEER AND HYDROLOGIK, LLC.
3.AFTER FLUME APPROACH CHANNEL GRADING IS COMPLETE, CONTRACTOR SHALL INSTALL A
4H:1V CONCRETE ENTRANCE RAMP.
4.CONTRACTOR SHALL VERIFY THAT EXISTING FLUME IS LEVEL FRONT-TO-BACK AND SIDE-TO-SIDE.
LEVELING ADJUSTMENTS MAY BE REQUIRED IN COORDINATION WITH ENGINEER AND
HYDROLOGIK, LLC.
5.CONTRACTOR SHALL EXCAVATE RADAR CABLE TRENCH, HYDROLOGIK, LLC SHALL LAY CONDUIT
AND PULL CABLES, AND CONTRACTOR SHALL BACKFILL ONCE HYDROLOGIK'S WORK IS
COMPLETE. RADAR CABLE MAY BE LOCATED IN THE SAME TRENCH AS PROPOSED PIPE WHERE
APPLICABLE.
6.FABRICATED HEADGATES SHOULD INCLUDE STRIPS OF ULTRA HIGH MOLECULAR DENSITY (UHMD)
MATERIAL ADDED ALONG THE GATE'S BLADE-FRAME INTERFACE (SLIDES) TO REDUCE FRICTION
AND IMPROVE SEAL FOR LONG TERM RELIABILITY.
RADAR SENSOR ON FLUME,
SEE NOTES AND EQUIPMENT
LIST THIS SHEET
HEADGATE ACTUATOR,
CONTROLLER AND POWER
SUPPLY STATION,
SEE NOTES AND EQUIPMENT
LIST THIS SHEET
HEADGATE ACTUATOR,
CONTROLLER AND POWER
SUPPLY STATION,
SEE NOTES AND EQUIPMENT
LIST THIS SHEET
HEADGATE ACTUATOR,
CONTROLLER AND POWER
SUPPLY STATION,
SEE NOTES AND EQUIPMENT
LIST THIS SHEET
HEADGATE ACTUATOR,
CONTROLLER AND POWER
SUPPLY STATION,
SEE NOTES AND EQUIPMENT
LIST THIS SHEET
RADAR SENSOR ON FLUME,
SEE NOTES AND EQUIPMENT
LIST THIS SHEET
APPROXIMATELY 1,700 LF DIRECT BURIAL CABLE,
SEE NOTES AND EQUIPMENT LIST THIS SHEET
JBH/DTL
JBH/DTL
SDS
4/26/2024
SHOWN
MEMBER UTILITIES
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 3-BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
OR CALL UTILITY NOTIFICATION
1-800-922-1987
811
CALL COLORADO
NO.BY DATE COMMENTS
SCALE
DETAIL
CHECK
DESIGN
Pl
o
t
D
a
t
e
/
T
i
m
e
:
0
4
/
2
6
/
2
0
2
4
,
0
1
:
5
1
:
1
0
P
M
;
G
:
\
W
W
E
\
2
1
1
-
0
2
0
\
0
2
0
\
C
A
D
\
0
2
_
D
W
G
S
\
O
V
X
X
-
H
Y
D
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O
L
O
G
I
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P
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O
J
E
C
T
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V
E
R
A
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A
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D
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E
0
2
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P
R
O
J
4
SHEET NO.
JOB NO.
REVISION NO.
DATE
DESCRIPTIONWRIGHT WATER ENGINEERS, INC.
GLENWOOD SPRINGS, CO 81602
(970)945-7755 FAX(970)945-9210
818 COLORADO AVE. P.O. BOX 219
DRAFT
NOT FOR
CONSTRUCTION
BID SET
4/26/2024
4/26/2024
THOMPKINS DITCH TELEMETRY PLANS
211-020.020
----
TE02
NORTH
60 60 120 FT0
OVERALL PLAN
ROSEMAN DIVERSION
TELEMETRY EQUIPMENT LIST
ACTUATORS AND POWER SUPPLY FOR TURNOUT HEADGATES
ITEM NO.ITEM QUANTITY
1 WT100 HEADGATE ACTUATOR, WATCH TECHNOLOGIES 4
2 12 VDC SOLAR POWER SUPPLY, STATION SUPPLIES, AND
MATERIALS 4
3 RUG PLC CONTROLLER (RS-485)4
4 FABRICATION AND CONSTRUCTION SUPPLIES FOR MOUNTING
ACTUATORS 4
5 CONTROLLER STATION INSTALLATION PARTS AND SUPPLIES 4
6 SYSTEM ASSEMBLY PARTS AND SUPPLIES 4
DIRECT BURIAL RS-485 CABLE, RADIO PAIR, AND ACCESSORIES
ITEM NO.ITEM QUANTITY
7 RS-485 DIRECT BURIAL CABLE 1,700 (LF)
8 SGNALFIRE RAIDO PAIR AND ACCESSORIES 1
FLUME RADAR
ITEM NO.ITEM QUANTITY
9 RADAR LEVEL SENSOR, VEGA C21 2
10 RADAR SPECIFIC INSTALLATION PARTS AND SUPPLIES 2
NOTES:
1.RADAR SENSOR ON FLUME FOR FLOW MEASUREMENT IS HARD-WIRED TO NEAREST HEADGATE
CONTROLLER STATION.
2.IF FLUME SUBMURGANCE IS A SIGINIFICANT CONCERN DUE TO SHALLOW DITCH GRADE, OTHER
FLUME TYPES WITH HIGHER RESISTANCE TO SUBMERGENCE SHOULD BE CONSIDERED, SUCH AS
RAMP-TYPE OR CUTTHROAT FLUMES.
3.FLUME APPROACH CHANNEL SHALL BE DREDGED FOR APPROXIMATELY 50 FEET UPSTREAM OF
THE FLUME (8-FOOT WIDTH) TO AN ELEVATION 1-FOOT LOWER THAN THE FLAT FLOOR OF THE
FLUME TO IMPROVE APPROACH FLOW CONDITIONS. CONTRACTOR SHALL COORDINATE WITH
ENGINEER AND HYDROLOGIK, LLC.
4.CONTRACTOR TO INSTALL ONE 12 VDC HEADGATE ACTUATOR ON EACH 12"X12" SERIES 8200
SLIDE GATE
5.CONTRACTOR SHALL INSTALL NODE RATIO AND ANTENNA AT EACH LATERAL CONTROLLER
STATION, AND GATEWAY RADIO AT ROSEMAN CONTROLLER STATION. CELL MODEM AT THE
ROSEMAN DITCH WILL BE UTILIZED FOR TELEMETRY FOR THE TWO THOMPKINS DITCH FLUMES
AND FOUR HG ACTUATOR CONROLLERS.
6.FABRICATED HEADGATES SHOULD INCLUDE STRIPS OF ULTRA HIGH MOLECULAR DENSITY (UHMD)
MATERIAL ADDED ALONG THE GATE'S BLADE-FRAME INTERFACE (SLIDES) TO REDUCE FRICTION
AND IMPROVE SEAL FOR LONG TERM RELIABILITY.
7.RS-485 DIRECT-BURIAL CABLE WILL BE TRENCHED AND DAISY-CHAINED TO LINK EACH HEADGATE
CONROLLER AND BOTH FLUMES FOR THE THOMPKINS DITCH LATERALS. CABLE SHOULD BE ONE
TWISTED PAIR, 16AWG, 120-CHARACTERISTIC IMPEDANCE, PVC OR PE OUTER JACKET.
8.TOTAL TRENCHING AND DIRECT-BURY CABLE LENGTH IS APPROXIMATELY 1,650 FT.
9.IT IS RECOMMENDED TO SET TWO RS-485 CABLES, IN CASE ONE GETS DAMAGED.
10.TRENCH TO BE EXCAVATED BY GENERAL CONTRACTOR, HYDROLOGIC TO PROVIDE AND LAY
DIRECT-BURY CABLE, THEN BACKFILL TRENCH.