HomeMy WebLinkAbout1.11 Middle Colorado Ag Collaborative - Roseman (Project 4)_Part2DocuSign Envelope ID: 46674887-F14F-4F6F-9C1F-E4E6C5C66633
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5689
5687
5689
5691
5693
5695
5
6
9
6
5
6
9
3
5690
5691
5692
5693
5694
5695
569
9
570
0
570
1
56
9
5
57
0
2
57
0
3
57
0
4
57
0
5
57
0
6
5707
5692
5691
5693
5694
56
9
5
56
9
5
5694
5689
5690
5690
5689
5695
5696
5
6
9
5
5696
5697
569
8
569
0
5691
5692
5691
5692
5690
56
9
1
569
0
569
1
569
2
569
3
5
6
9
3
56
9
4
56
9
3
56
9
2
56
9
1
5
6
9
2
5
6
9
3
5
6
9
4
56
9
3
5
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4
56
9
6
5
6
9
0
5
6
9
0
56
9
5
56
9
6
56
9
7
56
9
8
569
4
5695
5696
56
9
5
56
9
4
56
9
6
569
8
1+00
2+
0
0
2+3
0
2+91
1+00
2+00
2+10
1+00
2+
0
0
1+
0
0
1+
8
5
C1
C2
C3
C4
C5
C6
C7
C8
L1 L2
L3 L4
L
5
L6 L
7
L8
L9
L
1
0
L12
L1
1
L14
L15
L16
L1
7
L18
L1
9
L20
L2
1
L2
2
L2
3
L24
L2
5
L2
6
BEGIN ROSEMAN - FISH PASSAGE ALIGNMENT
STA: 1+00.00
N: 1648912.99
E: 2416511.06
END ROSEMAN - FISH PASSAGE ALIGNMENT
STA: 2+91.30
N: 1649019.29
E: 2416415.10
BEGIN ROSEMAN - DIVERSION ALIGNMENT
STA: 1+00.00
N: 1648888.86
E: 2416452.92
END ROSEMAN - DIVERSION ALIGNMENT
STA: 2+30.42
N: 1649017.33
E: 2416450.91
BEGIN ROSEMAN - SEDIMENT SLUICE ALIGNMENT
STA: 1+00.00
N: 1648967.10
E: 2416497.77
END ROSEMAN - SEDIMENT SLUICE ALIGNMENT
STA: 2+10.39
N: 1649019.29
E: 2416415.10
BEGIN ROSEMAN - OVERFLOW CHANNEL ALIGNMENT
STA: 1+00.00
N: 1648936.78
E: 2416428.56
END ROSEMAN - OVERFLOW CHANNEL ALIGNMENT
STA: 1+85.00
N: 1648943.61
E: 2416513.28
1+0
0
2
+
0
0
2
+
1
6
2+02
1+00
2+
0
0
L27
L2
8
L29
L
3
0
L31
L3
2
L3
3
L34
L
3
5
L3
6
BEGIN ROSEMAN - DIVERSION CREST AND CONCRETE WALL SECTION ALIGNMENT
STA: 1+08.82
N: 1648999.24
E: 2416407.98
END ROSEMAN - DIVERSION CREST AND CONCRETE WALL SECTION ALIGNMENT
STA: 2+15.59
N: 1649057.37
E: 2416492.02
BEGIN ROSEMAN - DIVERSION AND SEDIMENT SLUICE WALL ALIGNMENT
STA: 1+00.00
N: 1648963.44
E: 2416486.14
BEGIN ROSEMAN - DIVERSION AND SEDIMENT SLUICE WALL ALIGNMENT
STA: 2+02.48
N: 1648999.83
E: 2416410.00
FISH PASSAGE ALIGNMENT DIVERSION ALIGNMENT SEDIMENT SLUICE ALIGNMENT
OVERFLOW CHANNEL
LINE DATA
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
LENGTH
13.66'
9.20'
16.82'
3.29'
3.15'
2.75'
4.31'
0.12'
2.38'
5.20'
4.48'
1.00'
DIRECTION
N19°03'30"W
N7°40'52"W
N3°20'44"E
N49°20'41"W
N34°57'39"E
N56°22'49"W
N30°21'37"E
N80°11'22"W
N52°56'18"W
S46°01'48"W
N79°33'36"W
N79°33'36"W
START STATION
1+00.00
1+13.66
1+22.86
1+49.42
1+63.14
1+76.37
1+89.71
2+07.29
2+13.25
2+28.44
2+43.02
2+47.50
END STATION
1+13.66
1+22.86
1+39.68
1+52.71
1+66.29
1+79.11
1+94.02
2+07.41
2+15.63
2+33.64
2+47.50
2+48.50
CURVE DATA
CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
RADIUS
10.59'
7.09'
6.32'
7.00'
6.88'
12.28'
9.06'
9.88'
LENGTH
9.74'
10.43'
10.08'
10.60'
13.27'
5.84'
12.81'
9.38'
CHORD DIRECTION
N22°59'59"W
N7°11'31"W
N10°42'35"W
N13°00'36"W
N24°54'52"W
N66°33'50"W
S86°32'45"W
S73°14'06"W
START STATION
1+39.68
1+52.71
1+66.29
1+79.11
1+94.02
2+07.41
2+15.63
2+33.64
END STATION
1+49.42
1+63.14
1+76.37
1+89.71
2+07.29
2+13.25
2+28.44
2+43.02
LINE DATA
LINE #
L14
L15
L16
L17
L18
LENGTH
28.24'
36.20'
30.56'
10.42'
25.00'
DIRECTION
N13°48'09"W
N8°09'25"W
N7°14'58"E
N11°21'08"E
N9°06'19"E
START STATION
1+00.00
1+28.24
1+64.44
1+94.99
2+05.42
END STATION
1+28.24
1+64.44
1+94.99
2+05.42
2+30.42
LINE DATA
LINE #
L19
L20
L21
L22
L23
L24
L25
LENGTH
12.46'
30.13'
10.38'
9.11'
12.48'
6.12'
29.70'
DIRECTION
N78°08'30"W
N23°55'17"W
N77°38'11"W
N79°29'30"W
N78°57'56"W
N10°37'45"E
N70°43'41"W
START STATION
1+00.00
1+12.46
1+42.59
1+52.97
1+62.08
1+74.57
1+80.69
END STATION
1+12.46
1+42.59
1+52.97
1+62.08
1+74.57
1+80.69
2+10.39
LINE DATA
LINE #
L26
LENGTH
85.00'
DIRECTION
N85°23'19"E
START STATION
1+00.00
END STATION
1+85.00
LINE DATA
LINE #
L27
L28
L29
L30
LENGTH
20.00'
25.71'
28.79'
41.09'
DIRECTION
N9°20'45"E
S80°50'19"E
N10°26'24"E
N50°26'24"E
START STATION
1+00.00
1+20.00
1+45.71
1+74.50
END STATION
1+20.00
1+45.71
1+74.50
2+15.59
LINE DATA
LINE #
L31
L32
L33
L34
L35
L36
LENGTH
35.00'
10.00'
8.00'
1.84'
6.05'
41.59'
DIRECTION
N23°55'17"W
N80°06'52"W
N79°59'31"W
S8°43'09"W
S31°42'07"W
N78°33'24"W
START STATION
1+00.00
1+35.00
1+45.00
1+52.99
1+54.83
1+60.88
END STATION
1+35.00
1+45.00
1+52.99
1+54.83
1+60.88
2+02.48
DIVERSION CREST AND CONCRETE WALL
DIVERSION AND SEDIMENT SLUICE WALL
ALIGNMENT
ALIGNMENT
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
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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
10 10 20 FT0
NORTH
PLAN
HORIZONTAL CONTROL PLAN
211-020.020
----
HZ01
ROSEMAN DIVERSION
ALIGNMENT TABLE
ALIGNMENT NAME SHEET NUMBER
FISH PASSAGE PP01
DIVERSION PP02
SEDIMENT SLUICE PP03
OVERFLOW CHANNEL PP04
DIVERSION CREST AND
CONCRETE WALL XS01
DIVERSION STRUCTURE
CREST XS01
DIVERSION AND SEDIMENT
SLUICE WALL XS02
x
x
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w
w w w
w
w
w w w w w w
w
w w
w
w
ww
w
w
w
w
5690
5691
5692
5689
5688
5687
568
9
569
1
569
3
5695
5
6
9
6
5
6
9
5
5
6
9
3
5690
5691
5692
5693
5694
5695
5691
5692
569
9
5700
5701
56
9
5
57
0
2
57
0
3
57
0
4
57
0
5
57
0
6
STREAM SUBSTRATE
(D50 = 18"), 3' THICK
BOULDERS
REVEGETATION:
WILLOW STAKES
DIVERSION DAM
STRUCTURE
CONCRETE
WALL
ELK C
R
E
E
K
FLOW
FLOW
ROSEMAN - FISH PASSAGE,
SEE PROFILE BELOW
5' WIDE LOW FLOW NOTCH,
REMOVE EXISTING WINGWALL IN FRONT
OF PROPOSED LOW FLOW CHANNEL
EXISTING CONCRETE SEDIMENT
SLUICE STRUCTURE TO REMAIN.
INSTALL FABRICATED HEADGATE,
TELEMETRY, AND ACTUATOR
PROPOSED CONCRETE STRUCTURE WITH
REMOVABLE TRASH RACK AND FISH SCREEN
ROCK VANE
ELK CREEK
OVERFLOW CHANNEL,
SEE SHEET PP04
5692
5691
5693
5694
56
9
5
56
9
5
5694
5689
5690
5690
5689
5695
5696
5
6
9
5
569
6
569
7
56
9
8
569
0
569
1
569
2
5691
5692
5690
56
9
1
5
6
8
9
569
0
569
1
5692
569
3
5
6
9
3
56
9
4
56
9
3
569
2
56
9
1
56
9
2
56
9
3
5
6
9
4
56
9
3
56
9
6
5693
5
6
9
0
5
6
9
0
56
9
5
56
9
6
56
9
7
56
9
8
56
9
4
5695
5696
56
9
5
56
9
4
56
9
6
56
9
8
56
9
4
56
9
5
569
5
569
3
5694
5696
569
7
5699 569
8
POOLS TO BE DEVELOPED
BETWEEN BOULDER SILLS
FEATURE BOULDER
2+9
1
1+00
2+00
56
9
5
56
9
7
56
9
8
5692
5693
EL
E
V
A
T
I
O
N
,
(
F
T
)
STA. (FT)
ROSEMAN - FISH PASSAGE PROFILE
5675
5680
5685
5690
5695
5700
5705
5675
5680
5685
5690
5695
5700
5705
1+00 2+00 3+00
EXISTING GRADE
SCOUR POOL
AVERAGE FISH PASSAGE SLOPE = 4.1%,
SEE SHEETS DT04 AND DT05
2.0'2.0'2.0'2.0'2.0'
2.0'
2.0'
PROJECTED CONCRETE STRUCTURE,
SEE PLAN VIEW
MATCH EXISTING GRADE
STA: 1+37.06
EL: 5690.16
LOW FLOW CHANNEL CREST INVERT
STA: 2+47.50
EL: 5694.65
DIVERSION DAM CREST ELEVATION
STA: 2+47.50
EL: 5695.15
MATCH EXISTING GRADE
STA: 2+86.47
EL: 5693.48
BOULDER SILL
CREST
STA: 1+51.07
EL: 5690.39
BOULDER SILL
CREST
STA: 1+64.71
EL: 5690.66
BOULDER SILL
CREST
STA: 1+77.90
EL: 5691.29
BOULDER SILL
CREST
STA: 1+91.83
EL: 5691.97
BOULDER SILL
CREST
STA: 2+10.24
EL: 5692.85
BOULDER SILL
CREST
STA: 2+31.27
EL: 5693.87
PROPOSED GRADE
STREAM SUBSTRATE
(D50 = 18"), 3' THICK
STREAM SUBSTRATE MIXED WITH ON-SITE
MATERIAL WHERE ADDITIONAL FILL IS
REQUIRED BEYOND BOULDERS AND
STREAM SUBSTRATE
PLACE BOULDERS IN FRONT
OF LOW FLOW CHANNEL,
SEE NOTE 1
DIVERSION DAM STRUCTUREPOOL,
SEE PHOTO 1
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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t
D
a
t
e
/
T
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m
e
:
0
4
/
2
5
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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
10 10 20 FT0
0 1010 0 55
VERTICALHORIZONTAL
20 FT 10 FT
NORTH
PLAN
PROFILE
FISH PASSAGE PLAN & PROFILE
211-020.020
----
PP01
ROSEMAN DIVERSION
NOTES:
1.BOULDERS ALONG DIVERSION DAM TO BE INSTALLED IN
COORDINATION WITH ENGINEER.
2.THE INTENT OF THE PROPOSED ROCK FILL DOWNSTREAM OF
THE RAMP IS TO CREATE A SERIES OF POOLS TO PROMOTE FISH
PASSAGE AND PROVIDE AREAS OF REFUGIA.
3.PLACEMENT OF ALL BOULDERS SHOULD BE REVIEWED AND
ACCEPTED BY THE ENGINEER. BOULDERS PLACED WITHOUT
ENGINEER APPROVAL ARE SUBJECT TO REMOVAL AND
REPLACEMENT.
PHOTO 1
EXAMPLE CONSTRUCTED STEP POOL SYSTEM
x
x
x
xx
^
^
^^
^
^
^
^^
^
^
^
^
^^
^
^
^
^
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
56985697
5696
5695 5694
5693
5694
5696
5698
5695
5697
5699
569
5
56
9
4
5
6
9
6
5
7
0
0
5
6
9
9
57
0
1
57
0
2
57
0
3
5
7
0
4
5
7
0
5
5
7
0
6
5
7
0
7
5
7
0
8
57
0
0
57
0
5
571
0
571
5
56
9
9
56
9
8
56
9
7
56
9
6
56
9
5
56
9
4
5
6
9
9
PROTECT EXISTING 48-INCH CONCRETE FLUME IN
PLACE AND ADD FLOW MEASUREMENT TELEMETRY
REVEGETATION
AREA (TYP.)
PROPOSED CONCRETE STRUCTURE WITH CONCRETE
FLOOR AND REMOVABLE TRASH RACK AND FISH SCREEN
DIVERSION DAM SHEET PILE
WITH CONCRETE CAP
CONCRETE WALL
ROSEMAN - DIVERSION
ROCK VANE
ELK
C
R
E
E
K
FLO
W
3' X 3' CONCRETE PAD
FOR DAVIT CRANE
INSTALL RAILING ON CONCRETE WALL,
SEE SHEET XS01
PROPOSED GRATE
BOULDERS
5694
5695
5696
569
6
569
5
569
4
5693
5694
5695
5696
5693 5694
5695
OVERFLOW CHANNEL,
SEE SHEET PP04
5694
5
6
9
5
56
9
5
5694
5693
5692
5695
5696
5697
5698
5692
56
9
3
5691
56
9
5
5
6
9
6
56
9
4
56
9
3
56
9
2
56
9
1
5
6
9
2
5
6
9
3
5694
5
6
9
5
VOID-FILLED RIPRAP,
(D50 = 18"), 3' THICK
VOID-FILLED RIPRAP,
(D50 = 18"), 3' THICK
4H:1V CONCRETE
ENTRANCE RAMP
AT FLUME
56
9
3
5
6
9
4
569
4
56
9
5
5696
56
9
7
569
9
57
0
0
1+00
2+00
2+30
5693
56935692
STA. (FT)
ROSEMAN - DIVERSION PROFILE
5680
5685
5690
5695
5700
5705
5710
5680
5685
5690
5695
5700
5705
5710
1+00 2+00 2+60
EXISTING GRADE
1.0%4.0
:
1
REGRADE DITCH DOWNSTREAM OF DIVERSION TO PROPOSED FLUME
EXISTING CONCRETE DIVERSION
STRUCTURE TO REMAIN
5' WIDE, 6" DEEP
LOW FLOW CHANNEL
INV EL: 5694.65
(SUPERIMPOSED)
RAISE EXISTING CONCRETE WALL 4.0',
SEE SHEET XS02
PROPOSED DIVERSION
AT EXISTING INVERT ELEVATION
INV EL: 5692.91
PROPOSED SEDIMENT SLUICE
AT EXISTING INVERT ELEVATION
INV EL: 5691.51
PROPOSED DIVERSION BOX FLOOR
EL: 5691.18
STA: 1+23.75
EL: 5692.77
STA: 1+27.75
EL: 5691.77
STA: 1+93.04
EL: 5692.87
STA: 1+91.15
EL: 5692.40
PROTECT EXISTING 48-INCH CONCRETE
FLUME IN PLACE AND ADD FLOW
MEASUREMENT TELEMETRY
PROPOSED GRADE
EXISTING FOOTER,
SEE NOTE 1
SHEET PILE DIVERSION DAM
WITH CONCRETE CAP
BENCH EL: 5695.15
(SUPERIMPOSED)
FRESNO 54" X 54" SERIES 8200
FABRICATED SLIDE GATE RAISE EXISTING CONCRETE WALL,
SEE SHEET XS02
REMOVABLE TRASH RACK
AND FISH SCREEN,
SEE NOTES
GRATE
VOID-FILLED RIPRAP
(D50 = 18"), 3' THICK
FRESNO 30" X 30" SERIES 8200
FABRICATED SLIDE GATE
CONCRETE ENTRANCE
RAMP AT FLUME,
MATCH EXISTING
CONCRETE THICKNESS
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
,
1
0
:
0
5
:
3
4
P
M
;
G
:
\
W
W
E
\
2
1
1
-
0
2
0
\
0
2
0
\
C
A
D
\
0
2
_
D
W
G
S
\
P
P
X
X
-
D
I
V
E
R
S
I
O
N
A
N
D
F
I
S
H
P
A
S
S
A
G
E
P
&
P
.
D
W
G
-
P
P
0
4
-
2
-
R
O
S
E
M
A
N
D
I
V
E
R
S
I
O
N
P
&
P
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
DIVERSION PLAN & PROFILE
211-020.020
----
PP02
10 10 20 FT0
0 1010 0 55
VERTICALHORIZONTAL
20 FT 10 FT
NORTH
PLAN
PROFILE
NOTES:
1.FOOTER LOCATION SHOWN CONCEPTUALLY
ONLY. CONTRACTOR TO LOCATE AND PROTECT
FOOTER IN PLACE.
2.REMOVABLE TRASH RACK AND FISH SCREEN
STRUCTURE DESIGN TO BE COORDINATED WITH
DIVERSION COMPANY.
3.CONTRACTOR TO EVALUATE UNDERCUT
SEDIMENT SLUICE IN DRY CONDITIONS WITH
ENGINEER PRIOR TO CONSTRUCTING SEDIMENT
SLUICE TO DETERMINE BEST APPROACH TO
STABILIZING UNDERCUT. CONTRACTOR TO
ASSUME PLACEMENT OF STREAM SUBSTRATE
BENEATH EXISTING STRUCTURE.
4.BOULDERS ALONG DIVERSION DAM TO BE
INSTALLED IN COORDINATION WITH ENGINEER.
5.PLACEMENT OF ALL BOULDERS SHOULD BE
REVIEWED AND ACCEPTED BY THE ENGINEER.
BOULDERS PLACED WITHOUT ENGINEER
APPROVAL ARE SUBJECT TO REMOVAL AND
REPLACEMENT.
ROSEMAN DIVERSION
A
SECTION A
(NTS)
PROPOSED
GRADE
EXISTING
GRADE
VOID-FILLED RIPRAP
(D50 = 18"), 3' THICK
MIX TOP 6" OF VOID-FILLED RIPRAP WITH ON-SITE SOIL
AND REVEGETATE WITHIN OVERFLOW CHANNEL
MATCH EXISTING
GRADE
4'
1H:
1
V
(M
A
X
.
)
1H:1V
(MAX
.
)
x
x
^
^
^
^
^
^
^
^
^
^^
^
^
^
^^
^
^
^
^
^
^
^
^^
^
^
w
w w w
w
w
w w w w w w
w
w w
w
w
ww
w
w
w
w
5690
5691
5692
5689
5688
5687
568
9
569
1
569
3
5695
5
6
9
6
5
6
9
5
5
6
9
3
5690
5691
5692
5693
5694
5695
5691
5692
569
9
5700
5701
56
9
5
57
0
2
57
0
3
57
0
4
57
0
5
57
0
6
STREAM SUBSTRATE
(D50 = 18"), 3' THICK
BOULDERS
REVEGETATION:
WILLOW STAKES
DIVERSION DAM
STRUCTURE
CONCRETE
WALL
ELK C
R
E
E
K
FLOW
FLOW
5' WIDE LOW FLOW NOTCH,
REMOVE EXISTING WINGWALL IN FRONT
OF PROPOSED LOW FLOW CHANNEL
EXISTING CONCRETE SEDIMENT
SLUICE STRUCTURE TO REMAIN.
INSTALL FABRICATED HEADGATE,
TELEMETRY, AND ACTUATOR
PROPOSED CONCRETE STRUCTURE WITH
REMOVABLE TRASH RACK AND FISH SCREEN
ROCK VANE
ELK CREEK
OVERFLOW CHANNEL,
SEE SHEET PP04
5692
5691
5693
5694
56
9
5
56
9
5
5694
5689
5690
5690
5689
5695
5696
5
6
9
5
569
6
569
7
56
9
8
569
0
569
1
569
2
5691
5692
5690
56
9
1
5
6
8
9
569
0
569
1
5692
569
3
5
6
9
3
56
9
4
56
9
3
569
2
56
9
1
56
9
2
56
9
3
5
6
9
4
56
9
3
56
9
6
5693
5
6
9
0
5
6
9
0
56
9
5
56
9
6
56
9
7
56
9
8
56
9
4
5695
5696
56
9
5
56
9
4
56
9
6
56
9
8
56
9
4
56
9
5
569
5
569
3
5694
5696
569
7
5699 569
8
POOLS TO BE DEVELOPED
BETWEEN BOULDER SILLS
FEATURE BOULDER
2+1
0
1+00
2+0
0
56
9
5
56
9
7
56
9
8
5692
5693
EL
E
V
A
T
I
O
N
,
(
F
T
)
STA. (FT)
ROSEMAN - SEDIMENT SLUICE PROFILE
5680
5685
5690
5695
5700
5705
5710
5680
5685
5690
5695
5700
5705
5710
0+75 1+00 2+00 2+50
2.60'7.28'
4.30'
EXISTING GRADE
0.9%
PROPOSED SEDIMENT SLUICE EXTENSION
EXISTING SEDIMENT SLUICE STRUCTURE
MATCH EXISTING GRADE
STA: 2+03.76
EL: 5693.48
PROPOSED SEDIMENT SLUICE
AT EXISTING INVERT ELEVATION
INV EL: 5691.51
PROPOSED DIVERSION
AT EXISTING INVERT ELEVATION
INV EL: 5692.91
STA: 1+12.46
EL: 5693.60
MATCH EXISTING SEDIMENT
SLIUICE CONCRETE ELEVATION
STA: 1+53.08
EL: 5698.65
STA: 1+12.46
EL: 5691.00
MATCH EXISTING SEDIMENT
SLUICE INVERT
STA: 1+53.08
EL: 5691.37
STA: 1+77.69
INV. EL: 5692.90
CONCRETE
WALL
PROPOSED
GRADE
EXISTING FOOTER,
SEE NOTE 1
BOULDERS
CONCRETE FOOTER,
SEE NOTES
REMOVABLE TRASH RACK AND FISH SCREEN,
SEE NOTES
RAISE EXISTING CONCRETE WALL,
SEE SHEET XS02
FRESNO 54" X 54" SERIES 8200
FABRICATED SLIDE GATE
STREAM SUBSTRATE
(D50 = 18"), 3' THICK BACKFILL WITH STREAM SUBSTRATE
UNDERNEATH EXISTING SEDIMENT
SLUICE AS FEASIBLE
BOULDER WALL SHOWN
SUPERIMPOSED
BOULDER WALL SHOWN
SUPERIMPOSED
FRESNO 30" X 30" SERIES 8200 FABRICATED SLIDE GATE
CONTRACTOR TO COORDINATE WITH STRUCTURAL
ENGINEER ON BEDDING BENEATH SEDIMENT SLUICE
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
:
2
5
:
5
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
\
P
P
X
X
-
D
I
V
E
R
S
I
O
N
A
N
D
F
I
S
H
P
A
S
S
A
G
E
P
&
P
.
D
W
G
-
P
P
0
4
-
3
-
R
O
S
E
M
A
N
R
E
T
U
R
N
F
L
O
W
P
&
P
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
RETURN FLOW PLAN & PROFILE
211-020.020
----
PP03
10 10 20 FT0
0 1010 0 55
VERTICALHORIZONTAL
20 FT 10 FT
NORTH
PLAN
PROFILE
NOTES:
1.EXISTING FOOTER LOCATIONS TO BE FIELD VERIFIED.
CONTRACTOR TO COORDINATE ANY DISCREPANCIES FROM
WHAT IS SHOWN ON THESE PLANS WITH ENGINEER.
2.REMOVABLE TRASH RACK AND FISH SCREEN STRUCTURE
DESIGN TO BE COORDINATED WITH DIVERSION COMPANY.
3.BOULDERS ALONG DIVERSION DAM TO BE INSTALLED IN
COORDINATION WITH ENGINEER.
4.THE INTENT OF THE PROPOSED ROCK FILL DOWNSTREAM OF
THE RAMP IS TO CREATE A SERIES OF POOLS TO PROMOTE FISH
PASSAGE AND PROVIDE AREAS OF REFUGIA.
5.PLACEMENT OF ALL BOULDERS SHOULD BE REVIEWED AND
ACCEPTED BY THE ENGINEER. BOULDERS PLACED WITHOUT
ENGINEER APPROVAL ARE SUBJECT TO REMOVAL AND
REPLACEMENT.
6.SEE STRUCTURAL PLANS FOR DESIGN OF ALL CONCRETE
STRUCTURES. CONTRACTOR SHALL COORDINATE WITH
STRUCTURAL ENGINEER ON BEDDING BENEATH CONCRETE
STRUCTURES.
ROSEMAN DIVERSION
x
x
x
x
x
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
w
w
w
w
w
w
w
w
w
w
w
VOID-FILLED RIPRAP
(D50=18"), 3' THICK. MIX
TOP 6" WITH ONSITE SOIL
AND REVEGETATE
REVEGETATION:
UPLAND SEED
EXISTING ROSEMAN DITCH
CENTERLINE
ROSEMAN - OVERFLOW CHANNEL,
SEE PROFILE BELOW5
6
9
9
5
6
9
8
5
6
9
7
5
6
9
6
5
6
9
5
5
6
9
4
5
6
9
9
5
6
9
7
5
6
9
6
5
6
9
6
5
6
9
4
5
6
9
5
56
9
9
56
9
8
56
9
7
56
9
6
56
9
5
56
9
4
56
9
5
5
6
9
7
569
6
5
6
9
5
5
6
9
4
5
6
9
3
5
6
9
2
5
6
9
1
5
6
9
0
5690
56
9
0
56
8
9
5688
5
6
9
4
5695
5696
5695
5
6
9
5
56
9
4
5
6
9
3
5
6
9
2
56
9
1
56
9
0
5
6
8
9
569
1
5
6
9
0
5
6
8
9
569
1
5
6
9
0
5
6
9
1
56
9
2
56
9
1
56
9
0
569
2
1+00
1+85
EXISTING FLUME TO REMAIN,
27.6 CFS IS APROXIMATELY
1.6' OF DEPTH
30.0' WIDE OVERFLOW
CHANNEL56
9
4
EL
E
V
A
T
I
O
N
,
(
F
T
)
STA. (FT)
ROSEMAN - OVERFLOW CHANNEL PROFILE
5680
5685
5690
5695
5700
5705
5710
5680
5685
5690
5695
5700
5705
5710
0+85 1+00 2+00
EXISTING GRADE
4:1
0.24%
1.00'
VOID-FILLED RIPRAP (D50 = 18"),
3' THICK. MIX TOP 6" WITH
ONSITE SOIL AND REVEGETATE
PROPOSED GRADE
PROPOSED TOP OF
OVERFLOW CHANNEL
ROSEMAN DITCH CL
STA: 1+14.54
EL: 5692.00
MATCH EXISTING GRADE
STA: 1+08.67
EL: 5693.94
STA: 1+22.53
INV. EL: 5694.24
STA: 1+51.44
INV. EL: 5694.17
MATCH EXISTING GRADE
STA: 1+62.92
EL: 5691.00
VOID-FILLED RIPRAP
(D50 = 18"), 3' THICK
4.0'
(MIN.)
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
:
2
6
:
5
8
P
M
;
G
:
\
W
W
E
\
2
1
1
-
0
2
0
\
0
2
0
\
C
A
D
\
0
2
_
D
W
G
S
\
P
P
X
X
-
D
I
T
C
H
A
N
D
M
I
S
C
P
&
P
.
D
W
G
-
P
P
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
211-020.020
----
PP04
ROSEMAN DIVERSION
OVERFLOW CHANNEL PLAN & PROFILE
10 10 20 FT0
NORTH
PLAN
0 1010 0 55
VERTICALHORIZONTAL
20 FT 10 FT
PROFILE
A
TS02
NOTES:
1.INVERT OF OVERFLOW CHANNEL BASED ON MAXIMUM DITCH
CAPACITY PROVIDED BY DITCH COMPANY OF 27.6 CFS. INVERT
SET BASED ON CONVEYANCE OF 27.6 CFS AT FLUME.
2.CONTRACTOR TO VERIFY INVERT ELEVATION OF OVERFLOW
CHANNEL WITH ENGINEER BASED ON WATER LINE ON FLUME
PRIOR TO CONSTRUCTION.
EL
E
V
A
T
I
O
N
,
(
F
T
)
STA. (FT)
ROSEMAN - DIVERSION CREST AND CONCRETE WALL SECTION
5680
5685
5690
5695
5700
5705
5710
5715
5680
5685
5690
5695
5700
5705
5710
5715
0+75 1+00 2+00 2+50
2:1
2:1
12.7%
EXISTING GRADE
20'
5'
REMOVE EXISTING
CONCRETE WINGWALL
1.0'
ST
A
:
1
+
2
0
.
0
0
AL
I
G
N
M
E
N
T
C
H
A
N
G
E
ST
A
:
1
+
4
5
.
7
1
AL
I
G
N
M
E
N
T
C
H
A
N
G
E
ST
A
:
1
+
7
4
.
5
0
AL
I
G
N
M
E
N
T
C
H
A
N
G
E
STA: 1+07.89
EL: 5698.46
STA: 1+15.89
EL: 5690.00
STA: 1+95.12
EL: 5685.00
STA: 2+05.59
EL: 5699.09
STA: 1+51.58
EL: 5695.15
STA: 1+51.58
EL: 5694.65
STA: 1+46.58
EL: 5698.90
STA: 1+32.75
EL: 5697.90
STA: 1+32.75
EL: 5692.90
STA: 1+46.58
EL: 5685.00
STA: 1+07.89
EL: 5698.90
STA: 1+07.89
EL: 5694.00
STA: 2+13.31
EL: 5694.09
STA: 2+13.31
EL: 5699.09
STA: 1+46.58
EL: 5690.00
STA: 1+46.58
EL: 5694.65
TRASH RACK AND FISH SCREEN STRUCTURE
SHEET PILE WALL WITH
CONCRETE CAP
RAILING
BOULDERS SHOWN
SUPERIMPOSED
FOR REFERENCE
FOOTER,
SEE STRUCTURAL
x
x
xx
x
^
^
^
^
^
w
w
w
w
w
w
w
EL
K
C
R
E
E
K
FL
O
W
57
0
5
57
0
5
57
1
0
5
7
1
0
57
1
5
57
1
5
5720
5
7
2
0
5725
5
7
2
5
5698
56975696
569
5
569
4
56
9
9
5
7
0
0
569
3
5693
5694
5695
5696
5
6
9
7
57
0
0
5
6
9
9
5
6
9
8
56
9
7
56
9
6
56
9
5
56
9
4
5
6
9
4
56
9
5
5
6
9
5
56
9
6
56
9
7
5
6
9
8
56
9
9
5
7
0
0
5
7
0
1
5
7
0
2
57
0
3
5
7
0
4
5
6
9
7
5
6
9
8
5
6
9
9
57
0
0
57
0
1
57
0
2
5
6
9
5
5
6
9
3
5
6
9
5
5
6
9
8
5694
5
6
9
3
5
6
9
2
5
6
9
1
5
6
9
4
5693
5
7
0
0
56
9
9
5
6
9
8
5
6
9
7
5
6
9
6
5
6
9
5
56
9
4
5
6
9
3
5
6
9
4
REMOVABLE TRASH RACK
AND FISH SCREEN
REVEGETATION:
WILLOW STAKES
STREAM SUBSTRATE
(D50 = 18"), 3' THICK
ROCK VANE,
SEE SHEET DT01
ROSEMAN - DIVERSION CREST AND CONCRETE WALL SECTION
RAILING,
SEE PROFILE BELOW
1+00
2+0
0
2+1
6
1
+
0
0
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
:
2
9
:
0
3
P
M
;
G
:
\
W
W
E
\
2
1
1
-
0
2
0
\
0
2
0
\
C
A
D
\
0
2
_
D
W
G
S
\
X
S
X
X
-
S
E
C
T
I
O
N
S
.
D
W
G
-
X
S
0
1
-
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
----
XS01
10 10 20 FT0
NORTH
PLAN
0 1010 0 55
VERTICALHORIZONTAL
20 FT 10 FT
PROFILE
ROSEMAN DIVERSION
NOTES:
1.DEMOLITION AND CUTTING OF EXISTING CONCRETE WALL TO BE
COORDINATED WITH ENGINEER.
2.BOULDERS ALONG SHEETPILE CUTOFF WALL SHALL BE PLACED
SUCH THAT INTERSTITIAL SPACE IS SET AT TOP OF WALL
ELEVATION.
3.SHEETPILE SHALL BE PZ-22 OR APPROVED EQUIVALENT. SEE
STRUCTURAL DETAILS.
4.REFER TO STRUCTURAL SHEETS FOR ALL STRUCTURE DETAILS.