HomeMy WebLinkAbout1.06 Middle Colorado Ag Collaborative - CO & CP Pierson (Project 1)_Part2w
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FLO
W
ELK
C
R
E
E
K
5933
593
2
593
1
5931
5930
5933
5932
593
0
59
3
0
5
9
3
1
5932
5933
593
2
593
3
5934
5931
593
0
5930 593
1
5932
5931
593
2
5931
5
9
3
4
5934
5933
5932
5930
5931
5929
5928
5927
5926
5925
5926
5927
5928
5929
593
0
5935
5940
5945
59
4
5
59
4
6
59
4
7
59
4
8
5936
593
7
5
9
3
6
5934
593
0
59
3
1
593
2
5
9
3
3
5
9
3
4
59
3
5
5935593
6
59
3
7
5
9
3
8
5938
5937
5934
5933
593
2
59
3
1
5935
5940
5945
5950
5
9
5
5
5935
5936
5936
593
0
5
9
2
9
CO & CP PIERSON DIVERSION STRUCTURE CREST
CO & CP PIERSON CONCRETE DIVERSION STRUCTURE WALL
BOULDERS
REMOVABLE TRASH RACK
AND FISH SCREEN
STREAM SUBSTRATE (D50=18")
PLACE BOULDERS AT GRADE IN
FRONT OF TRASH RACK
PROVIDE SMOOTH ACCESS
AREA 15' WIDE FOR FUTURE
MAINTENANCE
CARE TO BE TAKEN WHEN EXCAVATING INTO HILL SLOPE TO ONLY EXCAVATE
WHAT NEEDED TO PLACE BOULDERS. ADDITIONAL PLACEMENT OF BOULDERS
AROUND TIE IN MIGHT BE REQUIRED BASED ON FIELD CONDITIONS
2+26
1
+
0
0
2+00
2
+
3
9
1
+
0
0
2+00
EL
E
V
A
T
I
O
N
,
(
F
T
)
STA. (FT)
CO & CP PIERSON DIVERSION STRUCTURE CREST
5915
5920
5925
5930
5935
5940
5945
5915
5920
5925
5930
5935
5940
5945
0+90 1+00 2+00 2+26
EXISTING
GRADE
FOOTER,
SEE STRUCTURAL
STA: 1+13.85
EL: 5931.3
MATCH EXISTING
GRADE
STA: 1+11.30
EL: 5933.7
MATCH EXISTING
GRADE
STA: 2+18.16
EL: 5931.0
STA: 1+31.60
EL: 5931.0
STA: 1+34.00
EL: 5929.8
STA: 1+36.44
EL: 5931.0
STA: 1+43.94
EL: 5931.1
STA: 1+45.53
EL: 5933.0
STA: 1+50.22
EL: 5933.0
STA: 1+51.22
EL: 5932.0
STA: 1+81.22
EL: 5932.0
STA: 1+83.22
EL: 5934.0
STA: 1+98.24
EL: 5931.7
STA: 2+00.07
EL: 5929.0
STA: 2+03.07
EL: 5929.0
STA: 2+09.07
EL: 5928.7
PROPOSED
GRADE
BOULDER
STREAM
SUBSTRATE
(D50=18")
LARGER BOULDERS TO BE USED AT
LOW FLOW CHANNEL
CONCRETE WALL SHOWN SUPERMIPOSED,
SEE SECTION THIS SHEET
CONTRACTOR
TO CAREFULLY
INSTALL
BOULDERS INTO
HILLSLOPE
EL
E
V
A
T
I
O
N
,
(
F
T
)
STA. (FT)
CO & CP PIERSON CONCRETE DIVERSION STRUCTURE WALL
5915
5920
5925
5930
5935
5940
5945
5915
5920
5925
5930
5935
5940
5945
1+00 2+00 2+50
EXISTING
GRADE
10'
4'
FOOTER,
SEE STRUCTURAL
ST
A
:
1
+
3
0
.
0
0
AL
I
G
N
M
E
N
T
C
H
A
N
G
E
ST
A
:
1
+
3
9
.
7
9
AL
I
G
N
M
E
N
T
C
H
A
N
G
E
ST
A
:
1
+
4
5
.
7
5
AL
I
G
N
M
E
N
T
C
H
A
N
G
E
ST
A
:
2
+
0
9
.
1
7
AL
I
G
N
M
E
N
T
C
H
A
N
G
E
DIVERSION INVERT
STA: 1+37.29
EL: 5929.7
SEDIMENT SLUICE INVERT
STA: 1+48.29
EL: 5928.7
MATCH EXISTING
GRADE
STA: 2+29.46
EL: 5934.2
STA: 1+15.39
EL: 5934.0
STA: 1+15.39
EL: 5929.0
STA: 1+29.39
EL: 5922.0
STA: 2+18.46
EL: 5922.0
STA: 2+32.46
EL: 5929.0
STA: 2+32.46
EL: 5934.0
STA: 2+19.96
EL: 5933.0
STA: 2+04.17
EL: 5933.0
STA: 2+03.17
EL: 5932.0
STA: 1+73.17
EL: 5932.0
STA: 1+71.17
EL: 5934.0
STA: 2+27.86
EL: 5934.0
TRASH RACK AND
FISH SCREEN
STA: 2+14.96
EL: 5928.5
CONCRETE
WALL
PROPOSED
GRADE
PROPOSED BOULDER WALL
SHOWN SUPERMIPOSED,
SEE SECTION 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
5
/
2
0
2
4
,
0
5
:
0
4
:
5
0
P
M
;
G
:
\
W
W
E
\
2
1
1
-
0
2
0
\
0
2
0
\
C
A
D
\
0
2
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D
W
G
S
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X
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0
1
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P
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O
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1
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
COMBINE RYDEN NO. 1 AND CO & CP
PIERSON DIVERSIONS
10 10 20 FT0
NORTH
PLAN
0 1010 0 55
VERTICALHORIZONTAL
20 FT 10 FT
PROFILE
A
TS02
B
TS02
NOTES:
1.PLACEMENT OF ALL BOULDERS SHOULD BE
REVIEWED AND ACCEPTED BY THE ENGINEER.
BOULDERS PLACED WITHOUT ENGINEER
APPROVAL ARE SUBJECT TO REMOVAL AND
REPLACEMENT.
2.CONTRACTOR SHALL WORK IN CLOSE
COORDINATION WITH ENGINEER ON
IMPLEMENTATION OF PROPOSED CREST
ELEVATION. CONTRACTOR SHALL VERIFY
CREST ELEVATION WITH ENGINEER PRIOR TO
CONSIDERING WORK COMPLETE.
3.CREST ELEVATION ONLY BE MODIFIED
SLIGHTLY BUT TOP OF CREST ELEVATION
SHALL BE ACHIEVED WITH BOULDERS AT THE
TOP (I.E. NOT STREAM SUBSTRATE).
4.CONTRACTOR SHALL LIMIT WORK TO AREA
NEEDED TO LIMIT DISTURBANCE.
5.STREAM SUBSTRATE SHALL BE USED AS BASE
FOR BOULDERS AND TO FILL ANNULAR
SPACES TO ACHIEVE GRADE AT TOP OF
BOULDER OR BEDDING. CONTRACTOR TO
COORDINATE WITH ENGINEER AS NEEDED.
6.ALL VOIDS BETWEEN BOULDERS SHALL BE
BACKFILLED WITH STREAM SUBSTRATE. ROCK
SHALL BE COMPACTED WITH AN EXCAVATOR
BUCKET OR EQUIVALENT AND WASHED IN TO
CREATE AN INTERLOCKING MASS OF
BOULDERS AND STREAM SUBSTRATE.
7.SEE STRUCTURAL SHEETS FOR CONCRETE
WALL DETAILS.
HDPE PIPE
HDPE PIPE
5927
5928
5929
5930
5927
5927
5926
5925
5929
5930
5928
5927
5926
5930
592259215920
5919
5918
5923
5
9
2
4
5
9
2
3
5
9
2
2
592
1
5920
CO & CP PIERSON SPLITTER SECTION A
CO & CP PIERSON SPLITTER SECTION B
CONCRETE SPLITTER
STRUCTUREFRESNO 30" X 30" SERIES 8200
FABRICATED SLIDE GATE
VOID-FILLED RIPRAP (D50 = 12")
24" PARSHALL FLUME
OPEN DITCH DOWNSTREAM
OF SPLITTER BOX
FRESNO 36" X 36" SERIES 8200
FABRICATED SLIDE GATE
1
+
0
0
1
+
4
4
1+00
1+29
EL
E
V
A
T
I
O
N
,
(
F
T
)
STA. (FT)
CO & CP PIERSON SPLITTER SECTION A
5910
5915
5920
5925
5930
5935
5940
5910
5915
5920
5925
5930
5935
5940
1+00 1+50
EL
E
V
A
T
I
O
N
,
(
F
T
)
STA. (FT)
CO & CP PIERSON SPLITTER SECTION B
5910
5915
5920
5925
5930
5935
5940
5910
5915
5920
5925
5930
5935
5940
1+00 1+40
102.42' OF 30" HDPE PIPE @ 0.50%
0.6%
EXISTING
GRADE
EXISTING GRADE 30"
MATCH EXISTING
GRADE
STA: 1+05.21
EL: 5930.9
MATCH EXISTING GRADE
STA: 1+23.32
EL: 5924.7
STA: 1+11.00
EL: 5930.0
STA: 1+12.00
EL: 5930.0
STA: 1+11.00
EL: 5924.7
STA: 1+12.00
EL: 5925.7
STA: 1+16.66
EL: 5925.7
STA: 1+16.66
EL: 5930.0
STA: 1+17.66
EL: 5930.0
STA: 1+22.32
EL: 5930.0
STA: 1+23.32
EL: 5930.0
STA: 1+16.66
EL: 5924.7
STA: 1+16.66
EL: 5918.6
STA: 1+23.32
EL: 5918.6
STA: 1+17.66
EL: 5919.6
STA: 1+22.32
EL: 5919.6
INV EL: 5926.16
INV EL: 5926.16
INV EL: 5920.32
STA: 1+17.66
EL: 5930.0
STA: 1+16.66
EL: 5930.0
STA: 1+12.00
EL: 5930.0
STA: 1+11.00
EL: 5930.0
STA: 1+11.00
EL: 5924.7
STA: 1+17.66
EL: 5924.7
STA: 1+11.00
EL: 5918.6
STA: 1+17.66
EL: 5918.6
INV EL: 5926.16
INV EL: 5926.16
INV EL: 5926.16
FRESNO 30" X 30" SERIES 8200
FABRICATED SLIDE GATE
VOID-FILLED RIPRAP (D50 = 12"),
2' THICK AND 5' LONG
GRATE
FRESNO 30" X 30" SERIES 8200
FABRICATED SLIDE GATE
GRATE
PROPOSED GRADE
CONCRETE SHOWN SUPERIMPOSED
FOR REFERENCE,
SEE SECTION A
MANHOLE STEP,
(TYP.)
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
5
:
0
5
:
0
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
\
X
S
X
X
-
S
E
C
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I
O
N
S
.
D
W
G
-
X
S
0
2
S
E
C
T
I
O
N
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
SECTIONS
211-020.020
----
XS02
COMBINE RYDEN NO. 1 AND CO & CP
PIERSON DIVERSIONS
0 5 10 FT5
NORTH
PLAN
0 0
VERTICALHORIZONTAL
55 2.52.510 FT 5 FT
PROFILE
NOTES:
1.SEE STRUCTURAL SHEETS FOR CONCRETE WALL DETAILS.
STANDARD 60" CDOT
CONCRETE MANHOLE
30" HDPE
STRAIGHT ALIGNMENT
TO EXISTING DITCH
5' SECTION OF
30" STEEL PIPE
CO & CP PIERSON SPLITTER SECTION A
CO & CP PIERSON SPLITTER SECTION B
CONCRETE SPLITTER
STRUCTUREFRESNO 30" X 30" SERIES 8200
FABRICATED SLIDE GATE
VOID-FILLED RIPRAP (D50 = 12")
24" PARSHALL FLUME
OPEN DITCH DOWNSTREAM
OF SPLITTER BOX
FRESNO 36" X 36" SERIES 8200
FABRICATED SLIDE GATE
1
+
0
0
1
+
4
4
1+00
1+29
EL
E
V
A
T
I
O
N
,
(
F
T
)
STA. (FT)
CO & CP PIERSON SPLITTER SECTION A
5910
5915
5920
5925
5930
5935
5940
5910
5915
5920
5925
5930
5935
5940
1+00 1+50
EXISTING
GRADE
1' COVER
MATCH EXISTING
GRADE
STA: 1+05.21
EL: 5930.9
STA: 1+11.00
EL: 5930.0
STA: 1+12.00
EL: 5930.0
STA: 1+11.00
EL: 5924.7
STA: 1+12.00
EL: 5925.7
STA: 1+16.66
EL: 5925.7
STA: 1+16.66
EL: 5930.0
STA: 1+17.66
EL: 5930.0
STA: 1+17.66
EL: 5924.7
INV EL: 5926.16
INV EL: 5926.16
FRESNO 30" X 30" SERIES 8200
FABRICATED SLIDE GATE
STANDARD 60" CDOT
CONCRETE MANHOLE
30" HDPE TO
EXISTING DITCH
5' SECTION OF 30" STEEL PIPE
EXISTING GRADE
TO REMAIN
FRESNO 36" X 36" SERIES 8200
FABRICATED SLIDE GATE
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
5
:
0
5
:
2
2
P
M
;
G
:
\
W
W
E
\
2
1
1
-
0
2
0
\
0
2
0
\
C
A
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\
0
2
_
D
W
G
S
\
X
S
X
X
-
S
E
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S
.
D
W
G
-
X
S
0
3
-
P
R
O
J
1
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
SPLITTER STRUCTURE BID ALTERNATE
211-020.020
----
XS03
COMBINE RYDEN NO. 1 AND CO & CP
PIERSON DIVERSIONS
0 5 10 FT5
NORTH
PLAN
0 0
VERTICALHORIZONTAL
55 2.52.510 FT 5 FT
PROFILE
NOTES:
1.SEE STRUCTURAL SHEETS FOR CONCRETE WALL DETAILS.
1:
1
1:1
2.0% (MIN.)2.0% (MIN.)
2:12:1
DIVERSION CREST WIDTH
36.2'
LOW FLOW CHANNEL
TOP WIDTH 4.8'
LOW FLOW
CHANNEL DEPTH
1.2'
REVEGETATION AREA:
UPLAND SEED
STREAM SUBSTRATE (D50 = 18")
MATCH EXISTING GRADE
BOULDERS
STREAM SUBSTRATE
TO BE USED TO AS
BEDDING AND TO FILL
ANNULAR SPACE
DENOTES FINISHED
GRADE BETWEEN
BOULDERS
1% (MIN.)
3H:1V (MAX.)
2H:1
V
(MA
X
.
)
1
H
:
1
V
1H:
1
V
EXISTING GRADE
3.00'
7.00'
2.00'
VOID-FILLED RIPRAP (D50 = 12", 2' THICK
(AS APPLICABLE)
PROPOSED GRADE
MATCH EXISTING GRADE
MATCH EXISTING GRADE
1% (MIN.)
3H:1V (MAX.)
2H:
1
V
(M
A
X
.
)
EXISTING GRADE
1' COVER ON PIPE,
(MIN.)
30-INCH HDPE PIPE,
SEE PIPE TRENCH DETAIL ON SHEET DT02
PROPOSED GRADE
MATCH EXISTING GRADE
MATCH EXISTING GRADE
1% (
M
I
N
.
)
3H:1
V
(
M
A
X
.
)
2H:
1
V
(MA
X
.
)
1
H
:
1
V
1H:
1
V
EXISTING GRADE
VOID-FILLED RIPRAP
(D50 = 12", 2' THICK
(AS APPLICABLE)
PROPOSED GRADE
MATCH
EXISTING
GRADE
MATCH
EXISTING
GRADE
2.00'
6.00'
2.00'
1
H
:
1
V
1H:
1
V
EXISTING GRADE
MATCH EXISTING GRADE
MATCH
EXISTING
GRADE
PROPOSED GRADE
VOID-FILLED RIPRAP
(D50 = 12", 2' THICK
(AS APPLICABLE)
1% (MIN.)
3H:1V (MAX.)
4.00'
8.00'
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
o
t
D
a
t
e
/
T
i
m
e
:
0
4
/
2
5
/
2
0
2
4
,
0
5
:
0
6
:
5
1
P
M
;
G
:
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W
W
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\
2
1
1
-
0
2
0
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0
2
0
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0
2
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\
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1
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
COMBINE RYDEN NO. 1 AND CO & CP
PIERSON DIVERSIONS
SECTION A
DIVERSION CREST SECTION
SECTION B
CO & CP PIERSON TYPICAL COMBINED
FLOW DITCH SECTION
DIVERSION CREST SECTION NOTES:
1.PLACEMENT OF ALL BOULDERS SHOULD
BE REVIEWED AND ACCEPTED BY THE
ENGINEER. BOULDERS PLACED WITHOUT
ENGINEER APPROVAL ARE SUBJECT TO
REMOVAL AND REPLACEMENT.
2.ALL WORK SHALL BE COMPACTED AND
WATERED IN.
3.CONTRACTOR SHALL WORK IN CLOSE
COORDINATION WITH ENGINEER ON
IMPLEMENTATION OF PROPOSED CREST
ELEVATION. CONTRACTOR SHALL VERIFY
CREST ELEVATION WITH ENGINEER PRIOR
TO CONSIDERING WORK COMPLETE.
4.CREST ELEVATION ONLY BE MODIFIED
SLIGHTLY BUT TOP OF CREST ELEVATION
SHALL BE ACHIEVED WITH BOULDERS AT
THE TOP (I.E. NOT STREAM SUBSTRATE).
5.CONTRACTOR SHALL LIMIT WORK TO AREA
NEEDED TO LIMIT DISTURBANCE.
6.STREAM SUBSTRATE SHALL BE USED AS
BASE FOR BOULDERS AND TO FILL
ANNULAR SPACES TO ACHIEVE GRADE AT
TOP OF BOULDER OR BEDDING.
CONTRACTOR TO COORDINATE WITH
ENGINEER AS NEEDED.
7.ALL VOIDS BETWEEN BOULDERS SHALL BE
BACKFILLED WITH STREAM SUBSTRATE.
ROCK SHALL BE COMPACTED WITH AN
EXCAVATOR BUCKET OR EQUIVALENT AND
WASHED IN TO CREATE AN INTERLOCKING
MASS OF BOULDERS AND STREAM
SUBSTRATE.
SECTION C
CO & CP PIERSON TYPICAL PIPED
DITCH SECTION
SECTION D
CO & CP PIERSON TYPICAL DITCH SECTION
DOWNSTREAM OF FLOW SPLIT
SECTION E
RYDEN NO. 1 TYPICAL DITCH SECTION
EXISTING GRADE
REVEGETATION AREA:
UPLAND SEED
HEIGHT
VARIES
OFFLINE DIVERSION CHANNEL,
WIDTH VARIES
PROPOSED CONCRETE
WALL EL = 5932,
SEE SHEET XS01
MATCH EXISTING GRADE
PROPOSED GRADE
CONCRETE WALL FOOTERS,
SEE STRUCTURAL PLANS (TYP.)
STREAM SUBSTRATE
(D50 = 18"), 3' THICK
STREAM SUBSTRATE
(D50 = 18"), 3' THICK
STREAM
SUBSTRATE TO
MIMIC AND TIE
INTO NATURAL
CREEK
MATERIAL
BOULDERS
COMPACT
SUBGRADE
EXISTING GRADE
OFFLINE DIVERSION
CHANNEL, 5.00'
REVEGETATION AREA:
UPLAND SEED
HEIGHT
VARIES
PROPOSED CONCRETE
WALL EL = 5934,
SEE SHEET XS01
BOULDERS
STREAM SUBSTRATE
(D50 = 18"), 3' THICK
PROPOSED GRADE
CONCRETE WALL FOOTERS,
SEE STRUCTURAL PLANS (TYP.)
BACKFILL BETWEEN
EXISTING GRADE AND WALL
STREAM
SUBSTRATE TO
MIMIC AND TIE
INTO NATURAL
CREEK
MATERIAL
COMPACT
SUBGRADE
w
w
w
w
w
w
w
5935
5936
5937
5938
5936
5934
5933
5932
5931
5930
5929
5930
5930
5931 5932
5932
5931
5930 593
1
5
9
3
0
5
9
2
9
593
0
593
1
5932
5933
5
9
3
1
5
9
3
0
59
3
4
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
5
:
0
7
:
1
6
P
M
;
G
:
\
W
W
E
\
2
1
1
-
0
2
0
\
0
2
0
\
C
A
D
\
0
2
_
D
W
G
S
\
T
S
X
X
-
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
S
.
D
W
G
-
T
S
0
2
-
P
R
O
J
1
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
----
TS02
COMBINE RYDEN NO. 1 AND CO & CP
PIERSON DIVERSIONS
SECTION B - OFFLINE DIVERSION CHANNEL
SECTION A - OFFLINE DIVERSION CHANNEL
NOTES:
1.CONTRACTOR SHALL USE GEI STRUCTURAL DRAWINGS FOR CONCRETE STRUCTURES.
2.PLACEMENT OF ALL BOULDERS SHOULD BE REVIEWED AND ACCEPTED BY THE ENGINEER. BOULDERS PLACED WITHOUT
ENGINEER APPROVAL ARE SUBJECT TO REMOVAL AND REPLACEMENT.
3.CONTRACTOR SHALL WORK IN CLOSE COORDINATION WITH ENGINEER ON IMPLEMENTATION OF PROPOSED CREST
ELEVATION. CONTRACTOR SHALL VERIFY CREST ELEVATION WITH ENGINEER PRIOR TO CONSIDERING WORK COMPLETE.
4.CREST ELEVATION ONLY BE MODIFIED SLIGHTLY BUT TOP OF CREST ELEVATION SHALL BE ACHIEVED WITH BOULDERS AT
THE TOP (I.E. NOT STREAM SUBSTRATE).
5.CONTRACTOR SHALL LIMIT WORK TO AREA NEEDED TO LIMIT DISTURBANCE.
6.STREAM SUBSTRATE SHALL BE USED AS BASE FOR BOULDERS AND TO FILL ANNULAR SPACES TO ACHIEVE GRADE AT TOP
OF BOULDER OR BEDDING. CONTRACTOR TO COORDINATE WITH ENGINEER AS NEEDED.
7.ALL VOIDS BETWEEN BOULDERS SHALL BE BACKFILLED WITH STREAM SUBSTRATE. ROCK SHALL BE COMPACTED WITH AN
EXCAVATOR BUCKET OR EQUIVALENT AND WASHED IN TO CREATE AN INTERLOCKING MASS OF BOULDERS AND STREAM
SUBSTRATE.
10 10 20 FT0
NORTH
PLAN
A
TS02
B
TS02
ELK
C
R
E
E
K
D
FABRICATED SLIDEGATES WITH ACTUATORS,
SEE NOTES AND EQUIPMENT LIST THIS SHEET
RYDEN NO. 1 DITCH
CO & CP PIERSON DITCH
24" FLUME WITH RADAR SENSOR ON FLUME
FOR FLOW MEASUREMENT,
SEE EQUIPMENT LIST THIS SHEET
DITCH HEADGATE AND SLUICE
GATE CONTROLLER STATION,
SEE EQUIPMENT LIST THIS SHEET
DIRECT BURIAL CABLE (TYP.),
APPROXIMATELY 670 LF REQUIRED
FOR PROJECT 1 (SEE NOTES)
FABRICATED SLIDEGATES
WITH ACTUATORS AT FLOW
SPLITTER STRUCTURE,
SEE NOTES AND EQUIPMENT
LIST THIS SHEET
FLOW SPLITTER STRUCTURE
CONTROLLER STATION,
SEE NOTES AND EQUIPMENT
LIST THIS SHEET
24" FLUME WITH RADAR SENSOR ON FLUME
FOR FLOW MEASUREMENT,
SEE EQUIPMENT LIST THIS SHEET
24" FLUME WITH RADAR SENSOR ON FLUME
FOR FLOW MEASUREMENT,
SEE 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
:
3
8
:
5
9
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
K
P
R
O
J
E
C
T
O
V
E
R
A
L
L
P
L
A
N
S
.
D
W
G
-
T
E
0
1
-
P
R
O
J
1
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
30 30 60 FT0
OVERALL PLAN
COMBINE RYDEN NO. 1 AND CO & CP
PIERSON DIVERSIONS
TELEMETRY EQUIPMENT LIST
ACTUATORS
ITEM NO.ITEM QUANTITY
1 WT200 HEADGATE ACTUATOR 4
CONTROLLER STATIONS
ITEM NO.ITEM QUANTITY
2 12 VDC SOLAR POWER SUPPLY, STATION SUPPLIES, AND
MATERIALS 2
3 CR1000X DATALOGGER/CONTROLLER 2
4 RADIO, RF407, CAMPBELL SCIENTIFICE 1
5 DIRECTIONAL RADIO ANTENNA AND ACCESSORIES 1
6 7" HMI DISPLAY, WEINTEK MT SERIES (NEMA-4X)2
7 FABRICATION AND CONSTRUCTION SUPPLIES FOR MOUNTING
ACTUATORS 4
8 CONTROLLER STATION INSTALLATION PARTS AND SUPPLIES 2
9 SYSTEM ASSEMBLY PARTS AND SUPPLIES 2
FLUME RADAR
ITEM NO.ITEM QUANTITY
10 RADAR LEVEL SENSOR, VEGA C21 3
11 RADAR SPECIFIC INSTALLATION PARTS AND SUPPLIES 3
12 DIRECT BURIAL CABLE (INSULATED, 16/4C)670 (LF)
NOTES:
1.FLOW MEASUREMENT, TELEMETRY AND ACTUATORS ALL TO BE COORDINATED WITH
HYDROLOGIK, INC.
1.ACTUATOR SIZE AND GEARING ARE SUBJECT TO CHANGE.
2.FLUME APPROACH CHANNEL SHOULD BE OPEN FOR A MINIMUM OF 10 TIMES THE FLUME'S
THROAT WIDTH, WITH TRANQUIL FLOW CONDITIONS LEADING INTO THE FLUME. FLUMES MAY
NEED A 4H:1V ENTRANCE RAMP DEPENDING ON HOW HIGH THE FLUME FLOOR IS SET ABOVE THE
DITCH CHANNEL INVERT.
3.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.
4.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.
CELLULAR TELEMETRY STATION (NOT SHOWN):
PROVIDES TELEMETRY FOR REMOTE MONITORING AND CONTROL OF PROJECT 1 MEASUREMENT
& CONTROL INFRASTRUCTURE. TO BE LOCATED ON ADJACENT HILLSLOPE, IN GOOD CELLULAR
COVERAGE (2 BARS LTE, OR BETTER), AND HAVE LINE-OF-SIGHT TO PROJECT 1 & PROJECT 2
HEADGATE CONTROLLER STATIONS. IF THE CELLULAR TELEMETRY STATION LOCATION IS NOT
ON RANCH PROPERTY, MAY NEED TO ACQUIRE PERMISSION TO INSTALL THIS STATION.
*EXACT LOCATION OF CELLULAR TELEMETRY STATION IS TBD AND MUST BE FIELD-VERIFIED FOR
CELLULAR COVERAGE AND FOR RADIO CONNECTIVITY TO PROJECT 1 & PROJECT 2 H.G.
STATIONS.
TRENCH FOR DIRECT-BURY CABLES :
ALL FLUMES & THEIR UPSTREAM CONTROLLER STATIONS TO BE HARD-WIRE CONNECTED, AS
WELL AS THE BIFURCATION STATION TO THE HEADGATE CONTROLLER STATION. TOTAL PROJECT
1 DIRECT-BURY CABLE LENGTH IS APPROX. 625 FT.
*TRENCH TO BE EXCAVATED BY GC, HYDROLOGIK TO LAY DIRECT-BURY CABLE, GC TO BACKFILL.
TRENCH FOR NEW PIPELINES CAN LIKELY BE USED FOR DIRECT-BURY CABLE.
**OPTION TO RADIO-LINK BIFURCATION STATION TO HEADGATE STATION, INSTEAD OF HARD-WIRE.
PROJECT PERSPECTIVE DETAILS
211-020.020
----
DT01
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
5
:
1
2
:
3
0
P
M
;
G
:
\
W
W
E
\
2
1
1
-
0
2
0
\
0
2
0
\
C
A
D
\
0
2
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D
W
G
S
\
D
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X
X
-
T
Y
P
D
E
T
A
I
L
S
.
D
W
G
-
1
-
D
T
0
1
T
Y
P
I
C
A
L
D
E
T
A
I
L
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
CO & CP PIERSON PERSPECTIVE
COMBINE RYDEN NO. 1 AND CO & CP
PIERSON DIVERSIONS
SPOT TREATMENT BOULDERS (D50 =36") TO CREATE
SMALL CHECK STRUCTURE AS DIRECTED BY ENGINEER
IN THE FIELD. ADJACENT BOULDERS SHALL HAVE
APPROX. 6" GAP TO ALLOW FOR FISH PASSAGE
REMOVE ROCK TO MINIMIZE DROP AT EACH
STEP THROUGH THE STRUCTURE AS DIRECTED
BY THE ENGINEER DURING CONSTRUCTION
EXISTING DIVERSION
STRUCTURE TO BE REPLACED
NOTES:
1.CONTRACTOR SHALL WORK WITH ENGINEER AND FISHERIES BIOLOGIST
IN THE FIELD OF REPLACEMENT OF SPOT TREATMENT BOULDERS.
SOME MINOR WORK NOT SHOWN ON PLANS MIGHT BE REQUIRED TO
REPOSITION EXISTING BOULDERS AND INSTALL NEW BOULDERS. ALL
BOULDER WORK SHALL BE BACKFILLED WITH STREAM SUBSTRATE.
2.BOULDERS LOCATED IN CENTER TO BE LOWER THAN BOULDERS ON
OUTSIDE EDGE. BOULDERS OUTSIDE CENTER TO BE 6 INCHES TO 1
FOOT HIGHER THAN CENTER.
TREE TO BE REMOVED
EXACT ELEVATION AND LOCATION OF
SPOT TREATMENT BOULDERS TO BE
DIRECTED BY ENGINEER IN THE FIELD
℄
BURY BOULDER (D50 = 36") HALFWAY
INTO STREAM SUBSTRATE
BOTTOM OF FEATURE BOULDER
TO BE BELOW ADJACENT
THALWEG
SUPPLEMENT EXISTING STREAM
SUBSTRATE (D50 = 18") AS NEEDED
ELK
C
R
E
E
K
FLO
W
SPOT TREATMENT
BOULDERS
BOULDERS
DEBRIS DEFLECTOR
BOULDERS
STREAM SUBSTRATE
(D50 = 18"), 3' THICK
TYPICAL DETAILS
211-020.020
----
DT02
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
5
:
1
2
:
4
6
P
M
;
G
:
\
W
W
E
\
2
1
1
-
0
2
0
\
0
2
0
\
C
A
D
\
0
2
_
D
W
G
S
\
D
T
X
X
-
T
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P
D
E
T
A
I
L
S
.
D
W
G
-
1
-
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T
0
2
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A
I
L
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
COMBINE RYDEN NO. 1 AND CO & CP
PIERSON DIVERSIONS
BOULDER PLACEMENT DETAILS
DEBRIS DEFLECTOR BOULDERS AND SPOT TREATMENT
BOULDERS
SECTION VIEW
NTS
NOTES:
1.BOULDERS TO BE PLACED IN ACCORDANCE WITH THE DIAGRAM.
2.SALVAGE EXISTING BOULDERS FOR USE WITHIN THE CHANNEL WHERE
POSSIBLE.
3.BOULDERS SHOULD BE APPROXIMATELY 1
2 TO 2
3 BURIED INTO
STREAMBED MATERIAL AND SET BELOW OR AT TOP OF BANK
ELEVATION.
4.BOULDERS SHALL BE OF METAMORPHIC OR IGNEOUS FORMATION (I.E.
NO SANDSTONE).
5.UTILIZATION OF ON-SITE BOULDERS MIGHT REQUIRE RESTORATION
FROM WHERE ACQUIRED.
BOULDER SIZE SPECIFICATIONS
NOTES:
1.BOULDER DETAIL IS APPLICABLE FOR PLACEMENT OF DEBRIS DEFLECTOR BOULDERS AND
SPOT TREATMENT BOULDERS. INTENT OF VARIOUS BOULDERS IS DIFFERENT BUT
PLACEMENT DETAILS ARE SIMILAR.
2.ALL BOULDER PLACEMENT SHALL BE DONE IN COORDINATION WITH ENGINEER.
3.CONTRACTOR SHALL ONLY EXCAVATE WHAT IS NECESSARY TO INSTALL BOULDERS.
4.ALL EXCAVATED AREAS AFTER BOULDER PLACEMENT SHALL BE BACKFILLED AND
COMPACTED WITH STREAM SUBSTRATE (D50 = 18").
5.TOP OF FEATURE BOULDERS SHOULD SLIGHTLY INCLINE IN THE DOWNSTREAM DIRECTION.
6.BOULDERS IN SERIES SHALL BE PLACED AS CLOSELY AS POSSIBLE TO EACH OTHER AND
THEN CHINKED WITH STREAM SUBSTRATE.
BOULDER
CLASSIFICATION
NOMINAL SIZE
(INCHES)
RANGE IN SMALLEST
DIMENSION OF INDIVIDUAL
ROCK BOULDERS
(INCHES)
MAXIMUM RATIO OF
LARGEST TO SMALLEST
ROCK DIMENSION OF
INDIVIDUAL BOULDERS
36" BOULDER 36 32 - 40 1.50
48" BOULDER 48 44 - 52 1.50
BOULDER SIZE LOCATION DETAIL
NTS
LEGEND
36" BOULDER
48" BOULDER
NOTES:
1.PLACEMENT OF ALL BOULDERS SHOULD BE REVIEWED AND ACCEPTED BY THE ENGINEER. BOULDERS
PLACED WITHOUT ENGINEER APPROVAL ARE SUBJECT TO REMOVAL AND REPLACEMENT.
2.CONTRACTOR SHALL WORK IN CLOSE COORDINATION WITH ENGINEER ON IMPLEMENTATION OF
PROPOSED CREST ELEVATION. CONTRACTOR SHALL VERIFY CREST ELEVATION WITH ENGINEER PRIOR TO
CONSIDERING WORK COMPLETE.
3.CREST ELEVATION ONLY BE MODIFIED SLIGHTLY BUT TOP OF CREST ELEVATION SHALL BE ACHIEVED WITH
BOULDERS AT THE TOP (I.E. NOT STREAM SUBSTRATE).
4.CONTRACTOR SHALL LIMIT WORK TO AREA NEEDED TO LIMIT DISTURBANCE.
5.STREAM SUBSTRATE SHALL BE USED AS BASE FOR BOULDERS AND TO FILL ANNULAR SPACES TO ACHIEVE
GRADE AT TOP OF BOULDER OR BEDDING. CONTRACTOR TO COORDINATE WITH ENGINEER AS NEEDED.
6.ALL VOIDS BETWEEN BOULDERS SHALL BE BACKFILLED WITH STREAM SUBSTRATE. ROCK SHALL BE
COMPACTED WITH AN EXCAVATOR BUCKET OR EQUIVALENT AND WASHED IN TO CREATE AN
INTERLOCKING MASS OF BOULDERS AND STREAM SUBSTRATE.
7.ALL BOULDERS ARE DRAWN IN PLAN AND PROFILE VIEW WITH A TYPICAL 36" DIAMETER. CONTRACTOR TO
MAKE NECESSARY CALCULATION ADJUSTMENTS TO REFLECT 48" BOULDERS WHERE SPECIFIED IN THIS
PLAN.
RIPRAP SPECIFICATIONS
VOID-FILLED RIPRAP
NOTES:
1.RIPRAP SHALL BE MIXED WITH THE MATERIALS AND ASSOCIATED PROPORTIONS
LISTED IN TABLE ABOVE.
2.MIX PROPORTIONS ARE APPROXIMATE AND ARE SUBJECT TO ADJUSTMENT BY
ENGINEER.
3.THE RIPRAP AND VOID FILLED MATERIALS SHALL BE STOCKPILED SEPARATELY AND
THOROUGHLY MIXED PRIOR TO PLACEMENT AND SHALL BE INSTALLED AND
COMPACTED SO THAT A DENSE INTERLOCKED LAYER OF RIPRAP AND VOID FILL
MATERIAL IS PROVIDED WITH RIPRAP VOIDS COMPLETELY FILLED.
4.COMPACTION OF THE ANGULAR VOID-FILLED RIPRAP SHALL BE PERFORMED BY
WHEEL ROLLING WITH HEAVY RUBBER-TIRED EQUIPMENT.
5.ALL ANGULAR VOID FILLED RIPRAP THAT IS BURIED WITH TOPSOIL SHALL BE
REVIEWED AND APPROVED BY THE ENGINEER BEFORE ANY TOPSOIL PLACEMENT.
6.IN AREAS WHERE ANGULAR VOID FILLED RIPRAP IS BEING PLACED IN COMBINATION
WITH EROSION CONTROL BLANKET, ADDITIONAL TOPSOIL SHALL BE MIXED IN TOP 9"
OF RIPRAP TO DEVELOP A 50/50 MIX.
NOMINAL SIZE (D50) = B
STREAMBED MATERIAL
*GRADATION TO
INCLUDE FINES
ALONG WITH
COBBLES
18"
GRADATION OF
COBBLE FOR
STREAMBED
MATERIAL
% SMALLER
THAN GIVEN
SIZE BY
WEIGHT
INTERMEDIATE ROCK
DIMENSIONS (INCHES)
D50 = 18"
70-100 30
50-70 24
35-50 18
2-10 6
NOTES:
1.STREAMBED MATERIAL SHALL HAVE D50 OF 18". STREAMBED MATERIAL SHALL
INCLUDE MAXIMUM 20% FINES. FINES ARE CONSIDERED SMALLER COBBLE, GRAVEL
AND SAND THAT CONSTITUTE A TYPICAL STREAM SUBSTRATE.
2.WHERE AVAILABLE, STREAMBED MATERIAL SHALL BE SALVAGED FROM EXISTING
CHANNEL AND STOCKPILED ON SITE TO BE INSTALLED WITHIN THE BASEFLOW
CHANNEL, AS SHOWN ON THE PLANS.
3.ADDITIONAL STREAMBED MATERIAL TO BE ACQUIRED AT LOCAL QUARRY AS PIT RUN
WITH COBBLE AND FINES.
4.OFFSITE MATERIAL WILL BE REQUIRED TO SUPPLEMENT ONSITE STREAMBED
MATERIAL. FINAL GRADATION OF STREAMBED MATERIAL SHALL GENERALLY MEET
THAT OUTLINED IN THE TABLE SHOWN ON THIS SHEET AND BE APPROVED BY THE
ENGINEER PRIOR TO PLACEMENT.
5.AFTER PLACEMENT OF STREAMBED MATERIAL WITHIN THE ACTIVE CHANNEL,
CONTRACTOR SHALL WASH IN FINES OF STREAMBED MATERIAL TO CREATE AN
INTERLOCKING MASS OF ROCK THAT IS CLEAR OF FINES AT SURFACE FINISHED
GRADE.
6.STREAM SUBSTRATE MATERIAL SHALL BE PLACED TO PROVIDE NATURAL SURFACE
VARIABILITY AND ROUGHNESS WITHIN THE STREAM CHANNEL.
TOP OF WALL
SHOWN ON
PROFILE
STREAMBED
MATERIAL (9" THICK)
COMPACTED SUBGRADECHINK ALL VOIDS
BETWEEN BOULDERS
WITH STREAMBED
MATERIAL
COMPACTED
SUBGRADE
BOULDERS
SEAT BOULDERS ON
STREAMBED
MATERIAL (9" THICK)
BOULDERS
PLACE BOULDERS AS CLOSELY
AS POSSIBLE (TOUCHING EACH
OTHER) CHINK ALL VOIDS WITH
STREAMBED MATERIAL.
KEY BOULDERS INTO
BANK 24" MIN.
5-10°
TOE OF
WALL
SHOWN ON
PROFILE
SET
BOULDERS
BACK 6"-12"
(TYP)
FOOTER
BOULDER TO
BE BURIED
12" MIN.
NOTES:
1.ENGINEER UTILIZED 3' X 3' X' 3' BOULDERS TO DEVELOP DESIGN AND QUANTITIES. ACTUAL DIMENSIONS OF
BOULDERS MIGHT VARY, THEREFORE CHANGING DETAILS OF INSTALLATION INCLUDING DEPTH AND
NUMBER OF BOULDERS REQUIRED.
2.CONTRACTOR SHALL PLACE BOULDERS ONLY IN THE PRESENCE OF THE ENGINEER. ANY BOULDERS
PLACED WITHOUT THE OBSERVATION AND CONCURRENCE OF THE ENGINEER SHALL BE SUBJECT TO
BEING REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE. EXPECT THE ENGINEER TO DIRECT
ADJUSTMENTS OF INDIVIDUAL BOULDERS AND EXCHANGES OF BOULDERS TO MINIMIZE VOIDS AND
ADJUST SURFACE TOPOGRAPHY.
3.INDIVIDUALLY PLACE BOULDERS AS CLOSE TOGETHER AS POSSIBLE MINIMIZING VOIDS. ADJUSTMENTS
DIRECTED BY THE ENGINEER WILL BE REQUIRED. BACKFILL VOIDS BETWEEN BOULDERS WITH
STREAMBED MATERIAL. COMPACT BOULDERS WITH FULL WEIGHT OF EXCAVATOR BUCKET. RESULTING
WALL SHALL CONSIST OF TIGHTLY INTERLOCKED BOULDERS AND STREAMBED MATERIAL.
4.CONSTRUCT WALL STARTING AT THE TOE (FOOTER BOULDERS) AND WORKING TO THE CREST. SEAT
BOULDERS ON COMPACTED MAT OF STREAMBED MATERIAL OR TYPE VH RIPRAP AS SHOWN ON THIS
PLAN. FOOTER BOULDER TO BE BURIED A MINIMUM 12" BELOW FINISHED GRADE AT THE TOE OF THE
WALL.
5.BOULDERS SHALL BE PLACED WITH THE FLATTEST SURFACE ON TOP. CREST BOULDERS SHALL CREATE A
CONTINUOUS FLAT SURFACE. APPROXIMATELY 3' OF BLUEGRASS SOD SHALL BE PLACED ATOP TOPSOIL
(6" THICK MIN.) BEHIND AND BETWEEN THE TOP BOULDERS TO THE FINISHED GRADE SHOWN ON THIS
PLAN. THE FINAL GRADE AT THE TOP OF WALL SHALL PROVIDE FOR POSITIVE DRAINAGE TOWARDS THE
CREEK. SEE REVEGETATION PLANS.
6.SEE SHEET DT02 AND SPECIFICATIONS FOR STREAMBED MATERIAL GRADATION.
7.BOULDERS SHALL BE ROUNDED ROCK MATCHING THE COLOR AND AESTHETIC OF THE ROCK PLACED
ELSEWHERE. SEE SHEET DT02.
8.STREAM SUBSTRATE TO BE INSTALLED BENEATH BOULDERS WHICH ARE EMBEDDED LESS THAN 1.5' DEEP.
(36" THICK).
PROVIDE 6" MINIMUM TOPSOIL COVER AT FINISHED
GRADE WITH BLUEGRASS SOD EXTENDING APPROX.
5' BACK FROM TOP OF BOULDER WALL. SEE
REVEGETATION PLANS.
TYPICAL DETAILS
211-020.020
----
DT03
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
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t
e
/
T
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e
:
0
4
/
2
5
/
2
0
2
4
,
0
5
:
1
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:
4
9
P
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;
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:
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W
W
E
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2
1
1
-
0
2
0
\
0
2
0
\
C
A
D
\
0
2
_
D
W
G
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\
D
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X
-
T
Y
P
D
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T
A
I
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S
.
D
W
G
-
1
-
D
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0
3
T
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A
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A
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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
COMBINE RYDEN NO. 1 AND CO & CP
PIERSON DIVERSIONS
STACKED BOULDER DETAIL
NTS
ELEVATION SECTION
TOE WALL
WINGWALL
WINGWALL
2-FOOT THICK VOID-FILLED
RIPRAP (D50 = 12") OUTLET
PROTECTION
WINGWALL
WINGWALL
LENGTH 1.0'
WINGWALL
WINGWALL
135° TYP.
2-FOOT THICK VOID-FILLED
RIPRAP (D50 = 12") OUTLET
PROTECTION
PARSHALL FLUME PLAN
PARSHALL FLUME SECTION
FLOW
FLOW
A
1'1'
W
THROAT
WIDTH
6'
E
G
5.00'D
N
Y
K
C
T B
HB POINT OF
MEASUREMENT
POINT OF
MEASUREMENT
(POM)
CUTOFF WALL TO
EXTEND 0.5' BELOW
EXISTING GRADE
1'
SUBGRADE
WINGWALL
2'
T
PARSHALL FLUME MASTER DIMENTIONS
SIZE (W)A POM B C D E T G K N X Y
1'-6"4'-9"3'-2"4'-7 7/8"2'-6"3 '- 4 3/8"1'-6"2'-0"3'-0"0'-3"0'-9"0'-2"0'-3"
2'-0"5'-0"3'-4"4'-10 7/8"3'-0"3'-11 1/2"2'-0"2'-0"3'-0"0'-3"0'-9"0'-2"0'-3"
3'-0"5'-6"3'-8"5'-4 3/4"4'-0"5'-1 7/8"3'-0"2'-0"3'-0"0'-3"0'-9"0'-2"0'-3"
4'-0"6'-0"4'5'-10 5/8"5'-0"6'-4 1/4"4'-0"2'-0"3'-0"0'-3"0'-9"0'-2"0'-3"
TYPICAL DETAILS
211-020.020
----
DT04
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
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e
/
T
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e
:
0
4
/
2
5
/
2
0
2
4
,
0
5
:
1
2
:
5
6
P
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;
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:
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W
W
E
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2
1
1
-
0
2
0
\
0
2
0
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A
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\
0
2
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X
-
T
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P
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T
A
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S
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D
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G
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1
-
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4
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A
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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
COMBINE RYDEN NO. 1 AND CO & CP
PIERSON DIVERSIONS
FRESNO SERIES 8200 FABRICATED SLIDE GATES
FRONT
ISOMETRIC VIEW
BACK
ISOMETRIC VIEW
NOTES:
1.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR
HEADAGTES FOR ENGINEERS REVIEW.
2.HEADGATES TO BE CONSTRUCTED OF ALUMINUM.
3.HEADGATES TO BE FRESNO SERIES 8200.
4.HEADGATES AT DIVERSION STRUCTURE HAVE DIFFERENT
INVERTS, BUT SHALL HAVE SAME HANDLE AND TOP OF FRAME
ELEVATIONS TO PROVIDE AESTHETIC SYMMETRY.
5.HEADGATES SHALL INCLUDE LOCKING BAR MECHANISM.
6.CONTRACTOR SHALL COORDINATE HEADAGET INSTALLATION
WITH HYDRLOGIK, INC AS IT RELATES TO ACTUATORS,
TELEMETRY AND WIRING.
7.HEADGATES SHALL BE BOLTED INTO CONCRETE, NOT PIPE.
8.HEADGATES SHALL BE WATER TIGHT.
HEADGATE LOCATION AND TYPE:
1.DIVERSION (30" HDPE PIPE): 36" X 36"
2.SEDIMENT SLUICE: 24"X24"
3.SPLITTER STRUCTURE (2 TOTAL): 30"X30"
THRUST BLOCKS
NOTES:
1.THRUST BLOCKS SHALL BE SIZED AND PLACED IN ACCORDANCE WITH SPECIFICATION SECTION 32 80 00 OF CAPITAL PROJECTS CONSTRUCTION
STANDARDS VOLUME 2 BY DENVER WATER.
2.DETAILS ORIGINATED IN JULY 2021 BY DENVER WATER.
PARSHALL FLUME AND CUTOFF WALL DETAIL
NTS
NOTES:
1.MINOR GRADING MIGHT BE REQUIRED AT INLET AND OUTLET TO PROVIDE TRANSITION INTO AND OUT OF THE FLUME.
TYPICAL BURIAL DEPTH BETWEEN 10' & 15'.
FOR HEIGHTS GREATER THAN 15'
OR WHERE GROUNDWATER WILL BE
ENCOUNTERED, PLEASE CONTACT
ADS ENGINEERING
12" MIN FROM
HP BASIN
OUTSIDE WALL
6" MIN BELOW
HP BASIN
WELDED BOTTOM
BEDDING THICKNESS MUST BE SPECIFIED BY
DESIGN ENGINEER TO BE ADEQUATE SUPPORT
FOR LOADING AND SOIL CONDITIONS, BUT NOT
LESS THAN 6" (150MM)
VARIES,
6" (150MM) MINIMUM
18" MINIMUM
WIDTH OF BACKFILL
CLASS I BACKFILL & BEDDING, PER ASTM D2321,
MATERIAL SHALL BE WELL PLACED UNIFORMILY
AROUND STRUCTURE AND INLET CONNECTIONS
AND COMPACTED IN 8" MAX LIFTS
12" - 36" HP PIPE STUB
4" - 10" INSERTA-TEE (NOT SHOWN)
SPECIFY DIAMETER, LOCATION &
CONNECTION TYPE
48" ADS TRIPLE WALL
POLYPROPYLENE RISER
MIN. AS SPECIFIED
BY OTHERS, BUT
NOT LESS THAN
18" (450mm)
MIN. AS SPECIFIED BY OTHERS,
BUT NOT LESS THAN 8" (200mm)
CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY.
ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO
CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER
APPLICABLE DESIGN FACTORS.
FRAME AND GRATE
(BY OTHERS). RISER OD
SHALL BE 32.0" (813mm)
ASPHALT OR TURF
LID & FRAME SUPPLIED BY ADS FOR LOADS NOT TO EXCEED HL-93;
SEE STD-414 FOR FURTHER DETAILS OF FRAME & COVER.
ALTERNATE LID & FRAME BY OTHERS AS ALLOWED PER DESIGN
ENGINEER. FRAME TO BE SUPPORTED BY CONCRETE COLLAR.
CONCRETE FOOTING DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY.
ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION
LOCAL SOIL CONDITIONS & OTHER APPLICABLE DESIGN FACTORS.
NOTES:
1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536
GRADE 70-50-05.
2 - FRAMES & REDUCING PLATE SHALL BE DUCTILE IRON PER ASTM A536
GRADE 70-50-05.
3 - 48" HP DRAIN BASINS ARE TO BE CUSTOM MANUFACTURED
ACCORDING TO PLAN DETAILS.
4 - ADAPTERS CAN BE MOUNTED ON ANGLES 0° TO 359°. TO
DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.
7009-110-026
5 - FOR BURIAL DEPTHS GREATER THAN 15', OR WHERE GROUND
WATER WILL BE ENCOUNTERED, CONTACT ADS ENGINEERING.
6 - AVOID CONSTRUCTION LOADING ON REDUCING PLATE AND
STRUCTURE PRIOR TO CONCRETE COLLAR INSTALLATION.
BUTYL SEALANT RECOMMENDED
TYPICAL DETAILS
211-020.020
----
DT05
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
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t
e
/
T
i
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e
:
0
4
/
2
5
/
2
0
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4
,
0
5
:
1
3
:
0
7
P
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;
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:
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W
W
E
\
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1
1
-
0
2
0
\
0
2
0
\
C
A
D
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0
2
_
D
W
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S
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D
T
X
X
-
T
Y
P
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T
A
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S
.
D
W
G
-
1
-
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5
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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
COMBINE RYDEN NO. 1 AND CO & CP
PIERSON DIVERSIONS
48" HP MANHOLE INSTALLATION DETAIL
NOTES:
1.TYPICAL DETAIL PROVIDED BY ADS.
2.CONCRETE WILL NOT BE USED ON THE MANHOLE COVER.
TRENCH INSTALLATION DETAIL (N-12 PER AASHTO)
NOTES:
1.TYPICAL DETAIL PROVIDED BY ADS.
2.BEDDING MAY NOT BE REQUIRED, CONTRACTOR TO COORDINATE WITH ENGINEER.
TYPICAL DETAILS
211-020.020
----
DT06
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
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e
/
T
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e
:
0
4
/
2
5
/
2
0
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:
1
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:
1
3
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W
W
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1
1
-
0
2
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2
0
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2
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X
-
T
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A
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S
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D
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G
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1
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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
COMBINE RYDEN NO. 1 AND CO & CP
PIERSON DIVERSIONS
STANDARD END SECTION FOR HDPE PIPES
NOTES:
1.TYPICAL DETAIL PROVIDED BY ADS.
TYPICAL DETAILS
211-020.020
----
DT07
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
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/
T
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:
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:
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7
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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
COMBINE RYDEN NO. 1 AND CO & CP
PIERSON DIVERSIONS
TRASH GUARDS FOR HDPE END SECTIONS
NOTES:
1.TYPICAL DETAIL PROVIDED BY ADS.
2.DETAILS SHOWN ARE INTENT OF TRASH GUARD. CONTRACTOR TO PROVIDE SHOP
DRAWINGS OF TRASH GUARD.
3.TRASH GUARD SHALL BE METAL. TRASH GUARD SHALL BE HINGED OR EASILY
REMOVABLE.
PLACE COIR MAT
OVER STRAW, PLACED
AT 2000 LB/AC. SEED
AREA PRIOR TO
PLACING STRAW.CONTINUE
BLANKET
THROUGH
BANKFULL
CHANNEL
ANCHOR COIR MAT
WITH 2"x4" WOODEN
STAKES @ 24" O.C.
(SEE TRENCH C DETAIL)
ANCHOR COIR MAT
WITH 2"x4" WOODEN
STAKES @ 24" O.C.
(SEE TRENCH C DETAIL)
EROSION CONTROL BLANKET (AS NOTED),
6.5' OR 13' WIDE ROLL. TRIM AS NECESSARY
TO END AT LIMITS SHOWN ON PLAN VIEWS.
ANCHOR COIR MAT
WITH 2"x4" WOODEN
STAKES @ 24" O.C.
(SEE TRENCH B DETAIL)
2"x4" STAKE
(TYP.)
COMPACTED
BACKFILL (TYP.)
6"
EROSION CONTROL
BLANKET, TYP.
12" MIN.
6" MIN.
EROSION CONTROL BLANKET INSTALLATION NOTES:
1.ALL DISTURBED AREAS TO BE REVEGETATED TO THEIR NATIVE CONDITION OUTSIDE OF
BANKFULL CHANNEL.
2.EROSION CONTROL FABRIC (AS SPECIFIED ON THIS PLAN) SHALL BE PLACED ATOP STRAW
UNDERLAYMENT AND SEEDED WITH TOPSOIL. EROSION CONTROL BLANKET PATTERN
STAKING SHOULD BE CONSISTENT WITH SUPPLIER RECOMMENDATIONS AND COMPLETED IN
A MANNER SUCH THAT THE BLANKET IS FLUSH AGAINST EACH GRADE BREAK.
EROSION CONTROL BLANKET MAINTENANCE NOTES
1.INSPECT BMP'S EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION.
MAINTENANCE OF BMP'S SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMP'S AS SOON AS
POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE
EROSION, AND PERFORM NECESSARY MAINTENANCE.
2.FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMP'S IN
EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE
DOCUMENTED THOROUGHLY.
3.WHERE BMP'S HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON
DISCOVERY OF THE FAILURE.
4.ECB'S SHALL BE LEFT IN PLACE TO EVENTUALLY BIODEGRADE, UNLESS REQUESTED TO BE
REMOVED BY THE LOCAL JURISDICTION.
5.ANY ECB PULLED OUT, TORN, OR OTHERWISE DAMAGED SHALL BE REPAIRED OR
REINSTALLED. ANY SUBGRADE AREAS BELOW THE EROSION CONTROL BLANKET THAT HAVE
ERODED TO CREATE A VOID UNDER THE BLANKET, OR THAT REMAIN DEVOID OF GRASS SHALL
BE REPAIRED, RESEEDED AND MULCHED AND ECB REINSTALLED.
EROSION CONTROL BLANKET PLACEMENT DETAIL
NOT TO SCALE
ANCHOR TRENCH FOR EROSION CONTROL BLANKET
NOT TO SCALE
ECB
REVEGETATION NOTES:
1.ALL DISTURBED AREAS TO BE REVEGETATED IN COORDINATION WITH ENGINEER.
2.ALL REVEGETATED AREA'S TO BE RESEEDED WITHOUT AN EROSION CONTROL BLANKET MUST
INCLUDE TOPSOIL, MULCH, AND STRAW CRIMPING.
3.AREAS WITHIN THE RIPARIAN AREA BUT OUTSIDE OF THE ACTIVE CHANNEL WILL BE REVEGETATED
WITH TOPSOIL AND AN UPLAND SEED MIX, PASTURE SEED MIX OR RIPARIAN SEED MIX APPLICABLE TO
THE AREA AND THEN COVERED WITH EROSION CONTROL BLANKET, IF SPECIFIED, OR ADD MULCHING
IN CONJUNCTION WITH STRAW CRIMPING.
4.AREAS OUTSIDE OF THE RIPARIAN AREA, SUCH AS STAGING AND ACCESS AREAS, TO BE
REVEGETATED TO ORIGINAL CONDITION.
5.CONTRACTOR SHALL PROVIDE A 2-YEAR, 70% COVER WARRANTY ON ALL REVEGETATION
COMPONENTS.
MAKE 45° ANGLED CUT AT
BUTT-END, PLANT BUTT-END
DOWN
1
4 " - 1
2 " DIAMETER STAKE
PLACED IN HOLE.
WATER TABLE
TRIM BRANCHES CLOSE
CUT TOP OF STAKE
SQUARE
PLACE WILLOW STAKES
3' O.C. (1 PER HOLE)
BACKFILL WITH A THICK MUD /
WATER SLURRY TO PREVENT
FORMATION OF AIR POCKETS.
EXTEND COBBLE 24" MIN.
OUTSIDE OF CHANNEL
2X SUBSTRATE
D50 MIN. (TYP.)
STAKE 1'-3' O.C.
BOULDER
SEE PLAN FOR SIZEWATER TABLE
EX. SUBGRADE TO
REMAIN
PLACE ENDS OF WILLOW
STAKES 6" MIN. INTO THE
SEASONALLY SATURATED
ZONE
DRIVE OR PLANT WILLOW
STAKES THROUGH
OPENINGS IN COBBLE
STREAM SUBSTRATE
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
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/
T
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:
0
4
/
2
5
/
2
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4
,
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:
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3
:
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:
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0
2
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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
SWMP DETAILS
211-020.020
----
DT08
COMBINE RYDEN NO. 1 AND CO & CP
PIERSON DIVERSIONS
WILLOW NOTES:
1.INTEGRATE STAKE PLANTING TECHNIQUES DURING ROCK PLACEMENT TO ENSURE CONTACT WITH NATIVE GROUND.
2.PLACE SOIL FILL AROUND CUTTINGS AND 'WATER IN'.
3.2 STAKES PER LINEAR FOOT.
4.CONTRACTOR SHALL WATER IN INITIALLY DURING IMPLEMENTATION.
5.WILLOWS SHALL BE HARVESTED WHILE DORMANT AND STORED IN PROPER CONDITIONS UNTIL PLACEMENT.
6.WILLOWS CAN BE HARVESTED ONSITE IN COORDINATION WITH ENGINEER.
WILLOW PLANTING DETAIL
TYPICAL STAKE DETAIL
NTS
WILLOW PLANTING BANK PLACEMENT
NTS
6" MIN
STABILIZED CONSTRUCTION ENTRANCE/EXIT INSTALLATION NOTES
1. SEE PLAN VIEW FOR
-LOCATION OF CONSTRUCTION ENTRANCE(S)/EXIT(S).
-TYPE OF CONSTRUCTION ENTRANCE(S)/EXITS(S) (WITH/WITHOUT WHEEL WASH,
CONSTRUCTION MAT OR TRM).
2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE USED ON
SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) WHERE THERE
WILL BE LIMITED VEHICULAR ACCESS.
3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS WHERE
VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS.
4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING
ACTIVITIES.
5. A NON-WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED CONSTRUCTION
ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK.
6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT SECT. #703,
AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK.
STABILIZED CONSTRUCTION ENTRANCE/EXIT MAINTENANCE NOTES
1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION.
MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE
(AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM
NECESSARY MAINTENANCE.
2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN
EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE
DOCUMENTED THOROUGHLY.
3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON
DISCOVERY OF THE FAILURE.
4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED
ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH.
5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND AT THE END
OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED DOWN STORM SEWER
DRAINS.
NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS.
CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN
DIFFERENCES ARE NOTED.
(DETAILS ADAPTED FROM CITY OF BROOMFIELD, COLORADO, NOT AVAILABLE IN AUTOCAD)
UNLESS OTHERWISE SPECIFIED
BY LOCAL JURISDICTION, USE
CDOT SECT. #703, AASHTO #3
COARSE AGGREGATE OR 6" MINUS
ROCK
NON-WOVEN GEOTEXTILE FABRIC
BETWEEN SOIL AND ROCK
SIDEWALK OR OTHER
PAVED SURFACE 50 FOOT (MIN.)
20 FOOT
(WIDTH CAN BE
LESS IF CONST.
VEHICLES ARE
PHYSICALLY
CONFINED ON
BOTH SIDES)
UNLESS OTHERWISE SPECIFIED BY LOCAL
JURISDICTION, USE CDOT SECT. #703, AASHTO
#3 COARSE AGGREGATE
OR 6" MINUS ROCK
PUBLIC
ROADWAY
9" (MIN.)
A
VTC-1. AGGREGATE VEHICLE TRACKING CONTROL
SECTION A
INSTALL ROCK FLUSH WITH
OR BELOW TOP OF PAVEMENT
NON-WOVEN GEOTEXTILE
FABRIC
COMPACTED SUBGRADE
9" (MIN.)
STABILIZED
CONSTRUCTION
ENTRANCE (SEE
DETAILS VTC-1
TO VTC-3)
CONSTRUCTION
TRAILERS
3" MIN. THICKNESS
GRANULAR MATERIAL
EXISTING ROADWAY
STABILIZED STAGING AREA INSTALLATION NOTES
1. SEE PLAN VIEW FOR
-LOCATION OF STAGING AREA(S).
-CONTRACTOR MAY ADJUST LOCATION AND SIZE OF STAGING AREA WITH APPROVAL FROM THE
LOCAL JURISDICTION.
2. STABILIZED STAGING AREA SHOULD BE APPROPRIATE FOR THE NEEDS OF THE SITE.
OVERSIZING RESULTS IN A LARGER AREA TO STABILIZE FOLLOWING CONSTRUCTION.
3. STAGING AREA SHALL BE STABILIZED PRIOR TO OTHER OPERATIONS ON THE SITE.
4. THE STABILIZED STAGING AREA SHALL CONSIST OF A MINIMUM 3" THICK GRANULAR
MATERIAL.
5. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT SECT. #703,
AASHTO #3 COARSE AGGREGATE OR 6" (MINUS) ROCK.
6. ADDITIONAL PERIMETER BMPs MAY BE REQUIRED INCLUDING BUT NOT LIMITED TO SILT FENCE AND
CONSTRUCTION FENCING.
STABILIZED STAGING AREA MAINTENANCE NOTES
1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION.
MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS
POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION,
AND PERFORM NECESSARY MAINTENANCE.
2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE
OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED
THOROUGHLY.
3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON
DISCOVERY OF THE FAILURE.
4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY IF RUTTING OCCURS OR
UNDERLYING SUBGRADE BECOMES EXPOSED.
CONSTRUCTION
SITE ACCESS
SSA-1. STABILIZED STAGING AREA
STABILIZED STAGING AREA MAINTENANCE NOTES
5. STABILIZED STAGING AREA SHALL BE ENLARGED IF NECESSARY TO CONTAIN PARKING,
STORAGE, AND UNLOADING/LOADING OPERATIONS.
6. THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE
GRANULAR MATERIAL SHALL BE REMOVED OR, IF APPROVED BY THE LOCAL JURISDICTION, USED
ON SITE, AND THE AREA COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN
A MANNER APPROVED BY LOCAL JURISDICTION.
NOTE: MANY MUNICIPALITIES PROHIBIT THE USE OF RECYCLED CONCRETE AS GRANULAR MATERIAL FOR
STABILIZED STAGING AREAS DUE TO DIFFICULTIES WITH RE-ESTABLISHMENT OF VEGETATION IN AREAS
WHERE RECYCLED CONCRETE WAS PLACED.
NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS.
CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN
DIFFERENCES ARE NOTED.
(DETAILS ADAPTED FROM DOUGLAS COUNTY, COLORADO, NOT AVAILABLE IN AUTOCAD)
SF/CF SF/CF
SF/CF SF/CF
SF
/
C
F
S
F
/
C
F
SF
/
C
F
SILT FENCE OR CONSTRUCTION
FENCING AS NEEDED
ONSITE
CONSTRUCTION
VEHICLE
PARKING (IF
NEEDED)
MATERIAL
STORAGE
AREA
LENGTH, L
CREST LENGTH, CL
SECTION
A
1' 6"
(MIN)
D
(1' 6"
MIN")
CHANNEL GRADE
UPSTREAM AND
DOWNSTREAM TOP OF CHECK DAM
SECTION
B (TYP.)
A
B
COMPACTED
BACKFILL,
(TYP.)
6'
2'
1' 6"
MIN.
1' MIN.
CHANNEL
GRADE
EXCAVATION TO NEAT
LINE, AVOID OVER-EXCAVATION,
(TYP.)
8'
1' MIN.
CHANNEL GRADE
EXCAVATION TO NEAT
LINE, AVOID OVER-EXCAVATION
(TYP.)
2
1
D50 = 12" RIPRAP, TYPE M OR TYPE L
D50=9" (SEE TABLE MD-7, MAJOR
DRAINAGE, VOL. 1 FOR GRADATION)
D50 = 12" RIPRAP, TYPE M OR TYPE L
D50= 9" (SEE TABLE MD-7, MAJOR
DRAINAGE, VOL. 1 FOR GRADATION)
FLOW
FLOW
A
B
SPACING BETWEEN CHECK DAMS SUCH THAT A
AND B ARE EQUAL ELEVATION
CHANNEL GRADE
CHECK DAM ELEVATION VIEW
SECTION A
SECTION B
CD-1. CHECK DAM
PROFILE
SSA VTC
CD
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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9
-
S
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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
SWMP DETAILS
211-020.020
----
DT09
COMBINE RYDEN NO. 1 AND CO & CP
PIERSON DIVERSIONS
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
5
:
1
3
:
4
6
P
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;
G
:
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\
2
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1
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0
2
0
\
0
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0
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D
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-
1
-
D
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1
0
-
S
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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
SWMP DETAILS
211-020.020
----
DT10
COMBINE RYDEN NO. 1 AND CO & CP
PIERSON DIVERSIONS
ConsultantsGEI
GEI CONSULTANTS, INC.
Enter office contact information in the type
propterties
Attention:
If this scale bar
does not measure
1" then drawing is
not original scale.
0 1"
SHEET NO.SHEET NAMEDesigned:
Drawn:
Checked:
Approved:
P.E. No:
GEI Project
4/
2
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WRIGHT WATER
ENGINEERS
818 COLORADO AVE.
GLENWOOD
SPRINGS, CO 81602
MCAC FISH PASSAGE
DIVERSION
GARFIELD COUNTY, COLORADO2303806
S-01
Enter PE No
Approver
K. DEBELEN
Checker
K. DEBELEN
NOT FOR CONSTRUCTION
BID SET
STRUCTURAL
NOTES
(SHEET 1 OF 2)
GENERAL STRUCTURAL AND ARCHITECTURAL NOTES
1. EXISTING STRUCTURES
1.A.CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE
OBSERVATION AS PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN.
1.B.DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS
THAT ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION.
CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL CONDITIONS NOT PER THE CONTRACT
DOCUMENTS. EXAMPLES INCLUDE:
-SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN.
-DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS.
-CONDITIONS OF INSTABILITY OR LACK OF SUPPORT.
1.C. PREPARE DIMENSIONAL DRAWINGS OF ALL DISCOVERED ITEMS.
1.D.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS
PRIOR TO SUBMITTING SHOP DRAWINGS.
1.E.CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH
DISCOVERIES IN THE CONSTRUCTION SCHEDULE.
2. USE OF DRAWINGS
2.A.DO NOT SCALE DRAWINGS.
2.B.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, NOTES, AND
SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN.
DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND
TYPICAL DETAILS. DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS
3. TEMPORARY CONDITIONS
3.A.THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE
CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING
AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE
CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES.
3.B.CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL
RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF
STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD.
3.C.FOUNDATION WALLS SHALL NOT BE BACKFILLED UNTIL THE SLABS-ON-GRADE
ARE IN-PLACE AND REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS
PROVIDED. USE ONLY HAND OPERATED TOOLS FOR COMPACTION ADJACENT TO
FOUNDATION WALLS. GRADE BEAMS SHALL BE BACKFILLED EVENLY ON BOTHS
SIDES.
4. SUBMITTALS:
4.A. SEE SPECIFICATION SECTION 01 33 00 FOR SUBMITTAL REQUIREMENTS.
4.B. SHOP DRAWINGS:
-IF THE CONTRACTOR REQUESTS A CHANGE FROM THE DRAWINGS, IT
SHALL BE APPROVED BY THE ENGINEER AND DESIGNED BY
THE ENGINEER OF RECORD PRIOR TO SUBMITTING SHOP DRAWINGS.
VARIATION SHALL BE INDICATED ON THE SHOP DRAWINGS. CONTRACTOR
SHALL COMPENSATE GEI CONSULTANTS, INC. FOR MAKING THE CHANGE.
-CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN
SUBMITTALS.
-ALL SHOP DRAWINGS SHALL REFERENCE THE DRAWING NUMBER AND
DETAIL USED TO PREPARE THE SUBMITTAL.
5. SUBSTITUTIONS
5.A. ENGINEER'S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS.
5.B. NONCONFORMANCE: NOTIFY ENGINEER OF CONDITIONS NOT CONSTRUCTED
PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK.
SUBMIT PROPOSED REPAIR TO THE ENGINEER FOR ACCEPTANCE.
6. OSHA STANDARDS
6.A.THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING
SHOWN ON THE DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE
CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS.
6.B.THE CONTRACTOR SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, PLATES,
STIFFENER PLATES, BRIDGING, BRACING, BEARING SEATS, ETC. AS WELL AS CLOSURES
FOR OPENINGS. IN ADDITION, FIELD WELD ANYTHING THAT MAY BE CONSIDERED A
TRIP HAZARD.
6.C.WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA
REQUIREMENTS, THE STRUCTURAL DRAWINGS REPRESENT FINAL CONDITIONS ONLY.
THE CONTRACTOR SHALL ADD ALL ERECTION FRAMING NECESSARY TO COMPLY WITH
OSHA.
7. CONSTRUCTION ENGINEERING
7.A.THE STRUCTURE DEFINED ON THE CONTRACT DOCUMENTS HAS BEEN DESIGNED ONLY
FOR LOADS ANTICIPATED ON THE STRUCTURE DURING ITS SERVICE LIFE. PROVIDE ALL
REQUIRED ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS,
AND SEQUENCES OF WORK. SUCH ENGINEERING MAY INCLUDE, BUT IS NOT LIMITED
TO:
-LAYOUT,
-DESIGN FOR FORMWORK, SHORING, AND RESHORING.
-DESIGN OF CONCRETE MIXES.
-DESIGN OF TEMPORARY BRACING.
-SURVEYING TO VERIFY CONSTRUCTION TOLERANCES.
-EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO
EQUIPMENT AND MATERIALS.
-STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON
DESIGN DRAWINGS.
8. COORDINATION
8.A.STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO
BE USED IN CONJUNCTION WITH DRAWINGS FROM OTHER DISCIPLINES. THE
CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT
DOCUMENTS INTO SHOP DRAWINGS AND WORK.
9. CONSTRUCTION STAGING
9.A. INSTALL HOLLOW METAL DOOR FRAMES AS SHOWN AND SPECIFIED IN SECTION 08 11 13 AS THE
WORK PROGRESSES. DO NOT HANG DOORS AND INSTALL FINISH HARDWARE UNTIL ALL WORK
BY ALL CONTRACTORS HAS BEEN COMPLETED IN AN AREA AND THERE IS NO FURTHER
CONSTRUCTION ACTIVITIES OR REQUIRED ENTRY BY A CONTRACTOR. DOORS AND
FINISHED HARDWARE INSTALLED AND SUBSEQUENTLY DAMAGED IN ANY WAY FOR ANY
REASON SHALL BE IMMEDIATELY REPLACED BY GENERAL CONTRACTOR AT NO
ADDITIONAL COST TO THE CLIENT. IMMEDIATELY MEANS FROM THE TIME THE DAMAGE
IS OBSERVED AND REPORTED TO THE GENERAL CONTRACTOR BY CONSTRUCTION
MANAGEMENT TO THE TIME OF REINSTALLED SHALL NOT BE MORE THAN ONE
MONTH.
9.B. DOOR FRAMES SHALL BE BOXED OUT IN WOOD TO PREVENT CONSTRUCTION DAMAGE.
9.C.INSTALL TEMPORARY 3/4" PLYWOOD DOORS AND LOCKS. REMOVE WHEN
CONSTRUCTION ACCESS AND ACTIVITIES ARE FINISHED IN AN AREA AT THE TIME
WHEN STAINLESS STEEL DOORS AND FINISH HARDWARE ARE INSTALLED.
DEFERRED SUBMITTAL
1. GENERAL
1.A. THE FOLLOWING PORTIONS OF THE STRUCTURAL DESIGN WILL NOT BE SUBMITTED AT
THE TIME OF PERMIT APPLICATION. WHEN RECEIVED AND REVIEWED, THESE
DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL BY THE
CONTRACTOR:
-EXCAVATION SHORING
STEEL NOTES
1. GENERAL
1.A. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO CURRENT.
AISC MANUAL OF STEEL CONSTRUCTION.
2. BOLTED CONNECTIONS
2.A. ANCHORS AND STRUCTURAL BOLTS SHALL BE STRUCTURAL STEEL, ASTM A325,
STRUCTURAL NUTS SHALL BE STRUCTURAL STEEL ASTM A563. ALL BOLTED
STRUCTURAL CONNECTIONS SHALL CONFORM TO THE AISC SPECIFICATION FOR
STRUCTURAL JOINTS. ALL STRUCTURAL BOLTED CONNECTIONS SHALL BE
BEARING-TYPE CONNECTIONS.
3. ANCHOR BOLTS AND EMBEDDED THREADED RODS
3.A.ANCHOR BOLTS AND EMBEDDED THREADED RODS SHALL BE STRUCTURAL STEEL,
ASTMF 1554, GRADE 55.
4. WELDING REQUIREMENTS:
4.A. WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE
APPROPRIATE AWS QUALIFICATION TESTS.
4.B. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16-INCH FILLET,
CONTINUOUS UNLESS OTHERWISE NOTED.
4.C. WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE
REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT THE FAYING SURFACE.
4.D.WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY
ANSI/AISC 360-05 TABLES J2.3 AND J2.4.
4.E. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED.
4.F. FIELD WELDING SYMBOLS INDICATE SUGGESTED CONSTRUCTION PROCEDURES.
4.G.WELDING ELECTRODES FOR PLAIN STRUCTURAL STEEL SHALL BE AWS SERIES
E-70.WELDING ELECTRODES FOR GALVANIZED STEEL SHALL BE AWS SERIES E6010 OR
E6011.
5.STRUCTURAL STEEL INSTALLATION:
5.A. ALL BOLTS USED IN CONNECTIONS SHALL BE INSTALLED SNUG TIGHT AS DEFINED BY
AISC. UNLESS NOTED OTHERWISE.
NO DATE ISSUE/REVISION APP
MINIMUM STEEL REINFORCING COVER REQUIREMENTS
CONCRETE SECTION
CONCRETE POURED DIRECTLY
AGAINST EARTH
MINIMUM CLEAR COVER
CONCRETE EXPOSED TO EARTH
NO. 6 OR GREATER
CONCRETE POURED EXPOSED TO
EARTH NO. 5 OR SMALLER
CONCRETE NOT EXPOSED TO
EARTH
3 INCHES
2 INCHES
1 1/2 INCHES
1 1/2 INCHES
UNLESS NOTED OTHERWISE
LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE
(INCHES)
BA
R
S
I
Z
E
(
U
S
)
BA
R
DI
A
M
E
T
E
R
F'c = 4500 PSI
COMP TENSION
LC
E
LC
E
LC
S
LD
H
LT
E
TO
P
LT
E
LT
S
TO
P
LT
S
#3
#4
#5
#6
#7
#8
#9
#10
#11
0.375
0.500
0.625
0.750
0.875
1.000
1.128
1.270
1.410
8
9
11
13
15
18
20
22
25
6
6
8
9
11
13
14
16
18
12
15
18
22
26
30
33
38
42
17
23
29
34
50
58
65
73
82
13
17
22
26
39
44
50
56
63
23
30
38
45
66
76
85
96
107
17
23
29
35
51
58
66
74
82
ConsultantsGEI
GEI CONSULTANTS, INC.
Enter office contact information in the type
propterties
Attention:
If this scale bar
does not measure
1" then drawing is
not original scale.
0 1"
SHEET NO.SHEET NAMEDesigned:
Drawn:
Checked:
Approved:
P.E. No:
GEI Project
4/
2
6
/
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4
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WRIGHT WATER
ENGINEERS
818 COLORADO AVE.
GLENWOOD
SPRINGS, CO 81602
MCAC FISH PASSAGE
DIVERSION
GARFIELD COUNTY, COLORADO2303806
S-02
Enter PE No
Approver
K. DEBELEN
Checker
K. DEBELEN
NOT FOR CONSTRUCTION
BID SET
STRUCTURAL
NOTES
(SHEET 2 OF 2)
CONCRETE NOTES
1. GENERAL
1.A. ALL WORK SHALL CONFORM TO ACI 301, LATEST EDITION, UNLESS NOTED OTHERWISE
IN DRAWINGS OR PROJECT SPECIFICATIONS.
1.B. DETAILING SHALL FOLLOW THE RECOMMENDATIONS OF ACI 315 UNLESS OTHERWISE
NO CHANGES SHALL BE MADE WITHOUT PRIOR APPROVAL.
1.C. DETAIL BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF PUBLICATION SP-66: “ACI
DETAILING MANUAL”WITH ADDED REQUIREMENTS OF THE PROJECT SPECIFICATION
AND ACI 318: “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.”
1.D. BEFORE PLACING CONCRETE, CHECK ALL APPLICABLE DRAWINGS RELEASED AS
SUITABLE FOR CONSTRUCTION INCLUDING MANUFACTURER'S DRAWINGS TO VERIFY
THE PRESENCE OF ALL EMBEDDED MATERIAL REQUIRED IN THE PLACEMENT.
2. DIMENSIONS
2.A. DIMENSIONS ARE TO THE CENTERLINES OF THE BARS UNLESS OTHERWISE SHOWN.
CLEAR COVER DIMENSIONS ARE MARKED “CLR”. ALL DIMENSIONS TO A JOINT ARE TO
THE CENTERLINE OF THE JOINT. BEAMS AND WALLS ARE CENTERED ON REFERENCED
LINES UNLESS SHOWN OTHERWISE.
2.B. THICKNESSES SHOWN FOR WALLS AND SLABS ADJACENT TO UNDISTURBED SOIL OR
ROCK ARE MINIMUM DIMENSIONS.
3. STRUCTURAL CONCRETE MIX REQUIREMENTS
3.A. SEE SPECIFICATIONS SECTION 03 30 00.
4. SLAB-ON-GRADE
4.A. TAKE PRECAUTIONS TO MINIMIZE SLAB CURLING. GRIND SLAB OR USE LEVELING
COMPOUND IF FLOOR FLATNESS AND LEVELNESS VALUES ARE NOT ACCEPTABLE TO
THE ENGINEER.
4.B.SEE SPECIFICATIONS SECTION 03 30 00 FOR FLOOR FLATNESS AND LEVELNESS
REQUIREMENTS.
5. NON-SHRINK GROUT:
5.A. SEE SPECIFICATIONS SECTION 03 62 00.
6. REINFORCING MATERIALS
6.A. TYPICAL REINFORCING SHALL BE ASTM A615, GRADE 60.
6.B. FIELD BENT REINFORCING SHALL BE ASTM A706, GRADE 60.
7. REINFORCING FABRICATION
7.A. SPLICES:
-NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON
DRAWINGS. MAKE BARS CONTINUOUS AROUND CORNERS. WHERE PERMITTED,
SPLICES MAY BE MADE BY CONTACT LAPS OR MECHANICAL CONNECTORS.
-SPLICES ARE TO BE MADE SO THAT GIVEN CLEAR DISTANCES TO THE FACE OF
CONCRETE WILL BE MAINTAINED.
-SEE 'LAP SPLICE SCHEDULE' FOR LAP LENGTHS.
7.B.HOOK EMBEDMENT NOTES
-SIDE COVER IS 2 1/2 INCHES OR GREATER
-COVER BEYOND IS 2 INCHES OR GREATER
-IF SIDE COVER IS LESS THAN 2 1/2 INCHES, INCREASE LENGTHS BY 40%
8. PLACING REINFORCEMENT
8.A.PLACE REINFORCEMENT IN ACCORDANCE WITH APPROVED REINFORCEMENT SHOP
DRAWINGS. IN THE EVENT OF A CONFLICT BETWEEN THESE DRAWINGS AND THE
APPROVED SHOP DRAWINGS, THE APPROVED SHOP DRAWINGS SHALL GOVERN.
8.B.SEE ACI 318-19 26.6 AND ACI 301, SECTION 6.3 FOR REINFORCEMENT PLACING
TOLERANCES AND ACI 117 FOR ADDITIONAL REQUIREMENTS.
8.C.THE FIRST AND LAST BARS IN SLABS AND WALLS, AND STIRRUPS IN BEAMS ARE TO
START AND END AT A MAXIMUM OF ONE HALF THE ADJACENT BAR SPACING. ALL
REINFORCING TO BE EQUALLY SPACED UNLESS OTHERWISE SHOWN ON THE
DRAWINGS.
8.D.WHERE POSSIBLE, REINFORCEMENT SHALL BE PLACED TO MAINTAIN A CLEAR
DISTANCE OF AT LEAST 1 INCH BETWEEN OTHER REINFORCEMENT, ANCHOR BOLTS,
FORM TIES, OR OTHER EMBEDDED METALWORK. REINFORCEMENT PARALLEL TO
ANCHOR BOLTS OR OTHER EMBEDDED METAL WORKS SHALL BE PLACED TO MAINTAIN
A CLEAR DISTANCE OF AT LEAST 1-1/3 TIMES THE MAXIMUM SIZE AGGREGATE TO BE
USED.
8.E.REINFORCEMENT PROTECTION:
-SEE 'CONCRETE COVER TABLE'
-SEE ACI 318-19 26.6 FOR REINFORCEMENT PLACING TOLERANCES AND ACI 117
FOR ADDITIONAL REQUIREMENTS
8.F.PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT
POSITIONS SHOWN ON PLANS. ALL REINFORCING, DOWELS, BOLTS, AND EMBEDDED
PLATES SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED.
“STABBING”INTO PREVIOUSLY PLACED CONCRETE IS NOT PERMITTED.
8.G.PROVIDE ADDITIONAL BARS OR STIRRUPS REQUIRED TO SECURE REINFORCING IN
PLACE DURING CONCRETE PLACEMENT.
8.H.REINFORCEMENT MAY BE ADJUSTED IN THE FIELD TO CLEAR FORM TIES AND
ANCHOR BARS. IN SUCH CASES, RELOCATION OF THE EMBEDDED MATERIALS MUST BE
CONSIDERED. IN NO CASE SHOULD BARS BE BENT IN THE FIELD.
9. MISCELLANEOUS REINFORCING REQUIREMENTS:
9.A.MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR'S SHOP UNLESS NOTED.
9.B.NO WELDING OF REINFORCING PERMITTED UNLESS NOTED ON DRAWINGS. WHERE
PERMITTED, PERFORM WELDING IN ACCORDANCE WITH AWS D1.4, LATEST EDITION.
9.C.PROVIDE ADDED REINFORCING TO TRIM ALL OPENINGS, NOTCHES, AND REENTRANT
CORNERS AS NOTED IN TYPICAL DETAILS.
10. CONSTRUCTION/CONTROL JOINTS
10.A.SUBMIT DRAWINGS SHOWING CONSTRUCTION AND CONTROL JOINT LOCATIONS ALONG
WITH THE SEQUENCE OF PLACEMENTS. CONSTRUCTION JOINT LOCATIONS AND
CASTING SEQUENCE SHALL BE ARRANGED TO MINIMIZE THE EFFECTS OF ELASTIC AND
LONG-TERM SHORTENING/SHRINKAGE. NO OTHER JOINTS SHALL BE INTRODUCED
UNLESS APPROVED BY THE ENGINEER BEFORE CONCRETE IS PLACED.
10.B.CONTROL JOINTS SHALL CONFORM TO DETAILS PROVIDED ON DRAWINGS.
IMMEDIATELY BEFORE THE SECOND CONCRETE PLACEMENT, THE PROJECTING HALF
OF THE DOWEL SHALL BE GREASED TO PREVENT BOND TO THE CONCRETE.
10.C.CONSTRUCTION JOINTS IN SLABS-ON-GRADE, AND STRUCTURAL SLABS SHALL BE
LOCATED TO ACCOMMODATE THE MAXIMUM LENGTH AND AREA THE CONTRACTOR CAN
REASONABLY POUR, FINISH, AND JOINT IN THE SAME DAY, BUT SHALL NOT EXCEED A
LENGTH OF 150 FEET WITH A MAXIMUM AREA OF 15,000 SQUARE FEET
UNLESS APPROVED BY THE ENGINEER.
10.D.SHEAR FRICTION JOINTS: WHERE CONSTRUCTION JOINTS ARE LABELED AS
“ROUGHENED”ON THE DRAWINGS, THE ENTIRE JOINT SURFACE SHALL BE
MECHANICALLY ROUGHENED TO A 1/4”AMPLITUDE AND THOROUGHLY CLEANED.
EXPOSE THE COURSE AGGREGATE IN THE HARDENED CONCRETE AND REMOVE ALL
LOOSE MATERIAL
11. FINISHING
11.A.SEE SPECIFICATIONS SECTION 03 30 00.
11.B.UNLESS OTHERWISE INDICATED, CHAMFER EDGES OF ALL PERMANENTLY EXPOSED
CONCRETE SURFACES WITH A 45 DEGREE BEVEL, 3/4 INCH X 3/4 INCH. CHAMFER STRIP
MAY NOT BE SHOWN ON THE DESIGN DRAWINGS.
12. MEP AND OTHER OPENINGS AND EMBEDMENTS:
12.A.PROVIDE SLEEVES AT OPENINGS (SUCH AS THOSE REQUIRED FOR PLUMBING AND
ELECTRICAL PENETRATIONS) BEFORE PLACING CONCRETE. DO NOT CUT REINFORCING
WHICH MAY CONFLICT. CORING OF CONCRETE IS NOT PERMITTED.
12.B.REFER TO TYPICAL DETAILS FOR SPACING LIMITS ON SLEEVES AND FOR
REQUIREMENTS FOR EMBEDDED CONDUIT AND PIPE.
NO DATE ISSUE/REVISION APP
S-03
2
63'-3"
1
4
'
-
7
"
TRASHRACK, TYPE 1
8
"
1
0
'
-
0
"
WALL OPENING, TYP
S-05
5
S-07
13
9'-9 1/2"
3
'
-
1
1
/
2
"
9
'
-
6
"
6'
-
0
"
25'-5" 2'-0" 30'-0" 1'-0" 4'-10"
CJ
EL 5934'-0"EL 5932'-0"EL 5933'-0"
E
L
5
9
3
4
'
-
2
3
/
8
"
MCNICHOL'S 19-W -4
GALVANIZED GW -150
GRATING (SERRATED)
W10X15 (A992)5'-9"
4'
-
6
"
FISH SCREEN, TYPE 1
3
S-05
EL 5933'-0"
EL 5932'-0"
EL 5933'-0"
EL 5932'-0"
EL 5934'-0"
EL 5922'-0"
EL 5929'-0"
NOTES:
1. TRASHRACK AND FRAMING NOT SHOWN FOR CLARITY.
EL 5928'-8"
EL 5934'-2 3/8"
TRASHRACK OPENING
1
1
4'
-
0
"
TRASHRACK, TYPE 1
DIVERSION WALL, TYP
CJ
CJ
FISH SCREEN, TYPE 1
GRATING, TYP
S-03
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7 '-6 "
14
'
-
6
"
7 '-6 "
71'-5"
1
1
'
-
6
"
6
'
-
1
"
EL 5929'-0"
EL 5922'-0"
EL 5928'-8"
1
4
'
-
0
"
WALL CENTERLINE
ConsultantsGEI
GEI CONSULTANTS, INC.
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Attention:
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ENGINEERS
818 COLORADO AVE.
GLENWOOD
SPRINGS, CO 81602
MCAC FISH PASSAGE
DIVERSION
GARFIELD COUNTY, COLORADO2303806
S-03
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K. DEBELEN
Checker
K. DEBELEN
NOT FOR CONSTRUCTION
BID SET
PROJECT 1
DIVERSION
WALL
PLAN
SCALE:1/8" = 1'-0"
DIVERSION WALL PROJECT 1 PLAN VIEW
SECTION
S-03
SCALE: 1/8" = 1'-0"
2
WALL SECTION - PROJECT 1
PROJECT 1 WALL ISOMETRIC
NOTES:
1. ALIGNMENT CHANGES ARE TO BE COORDINATED THROUGH
CENTER OF WALL.
NO DATE ISSUE/REVISION APP
PLAN
SCALE: 1/8" = 1'-0"
DIVERSION WALL PROJECT 1 FOUNDATION PLAN VIEW
GRATING NOT SHOWN FOR CLARITY
S-04
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S-04
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2'-0" 1'-0" 4'-8" 1'-0" 2'-0"
10
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EL 5930'-0"
4'-1" 2'-6" 2'-1" 2'-0"
10'-8"
1'
-
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6
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3
'
-
1
0
"
5'
-
4
"
EL 5925'-8 1/2"
S-04
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1'
-
4
1
/
2
"
2'
-
5
1
/
2
"
6"
1'
-
0
"
5'
-
3
1
/
2
"
EL 5930'-0"
EL 5926'-2"
EL 5925'-8 1/2"
ConsultantsGEI
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1" then drawing is
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0 1"
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Drawn:
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ENGINEERS
818 COLORADO AVE.
GLENWOOD
SPRINGS, CO 81602
MCAC FISH PASSAGE
DIVERSION
GARFIELD COUNTY, COLORADO2303806
S-04
Enter PE No
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K. DEBELEN
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K. DEBELEN
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BID SET
PROJECT 1
SPLITTER
STRUCTURE
NO DATE ISSUE/REVISION APP
PROJECT 1 SPLITTER ISOMETRICPLAN
SCALE:3/8" = 1'-0"
SPLITTER STRUCTURE PROJECT 1
DETAIL
S-04
SCALE: 3/8" = 1'-0"
1
SPLITTER STRUCTURE PROJECT 1 - SECTION A
DETAIL
S-04
SCALE: 3/8" = 1'-0"
2
SPLITTER STRUCTURE PROJECT 1 - SECTION B
NOTE: PROPOSED SINGLE CHAMBER SPLITER STRUCTURE SHOWN.
FINAL CONFIGURATION TO BE UPGRADED TO MATCH STRUCTURE
DEVELOPED IN WWE DRAWINGS.
NOTE:
SPLITTER STRUCTURE STRUCTURAL DETAIL TO BE
UPDATED BASED ON OUTCOME OF BIDS. SPLITTER
STRUCTURE SHOWN ON THIS PAGE TO BE INCLUDED IN
EITHER BASE BID WITH INCLUSION OF ADDITIONAL CELL
OR BID ALTERNATE WITH CONCRETE MANHOLE. BID THE
QUANTITIES IN THE BID SCHEDULE.
HE
I
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#8 @ 12" OC, EF ABOVE
FIRST 6' OF WALL
4'-6" 1'-6" 4'-0"
2'
-
0
"
LT
S
#8 @ 9" OC, EF FIRST 6' OF WALL
#8 @ 12" OC, EF
10'-0"
3"
M
I
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3" MIN
3" MIN
#8 @ 12" OC, EW, EF
CJ TYP
2 1/2"
1 1/2"
1
1
/
2
"
1
1
/
2
"
1
1
/
2
"
3" 3"3" 3"
1
1
/
2
"
1
1
/
2
"
1
1
/
2
"
NOTE: STANDARD HORIZONTAL
SHORT SLOT CONNECTION AT ONE
END OF BEAM.
1" MIN
L6x4x3/8 6" LONG
A36 (2) PER CONNECTION
W10x15
A992
1/2" DIA HILTI KBTZ2
4" MIN EMBEDMENT
5" MIN EDGE DISTANCE
ASSUME MIN 30000psi NWC
1-3/4"x1-3/4"x1/4" STEEL
ANGLE
1/2" DIA THRU BOLTS
A325
1/2" DIA HEADED STUD x 6
LONG @ 12" O.C.
S-05
4
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SHEET NO.SHEET NAMEDesigned:
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ENGINEERS
818 COLORADO AVE.
GLENWOOD
SPRINGS, CO 81602
MCAC FISH PASSAGE
DIVERSION
GARFIELD COUNTY, COLORADO2303806
S-05
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Checker
K. DEBELEN
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BID SET
CONCRETE
DETAILS
(SHEET 1 OF 2)
SECTION
S-03
SCALE: 3/4" = 1'-0"
5
DIVERSION WALL REINFORCEMENT DETAIL
NO DATE ISSUE/REVISION APP
DETAIL
S-05
SCALE: 3" = 1'-0"
4
GRATING BEAM CONNECTION SECTION
DETAIL
S-03
SCALE: 1 1/2" = 1'-0"
3
GRATING BEAM CONNECTION
1
1
/
2
"
1
1
/
2
"
(2) 1/2" DIA FH SS BOLT
CONDITION CW
Fy>65ksi
2"2"
4x4x1/4" ALUM ANGL
6061-T6
6"
1
1
/
2
"
1 1/2"1 1/2"
(2) 1/2" DIA SS BOLT
CONDITION CW
Fy>=65ksi
SPACE 4" O.C.
(2) 3/8" DIA HILTI KH-EZ C
2-1/2" MIN EMBEDMENT
3" MIN EDGE DISTANCE
ASSUME 3000psi NW CONCRETE
4x4x1/4" ALUM ANGLE
6061-T6
1"
2 3/4"
1
1
/
2
"
1 1/2"1 1/2"
(2) 3/8" DIA HILTI KH-EZ C
2-1/2" MIN EMBEDMENT
3" MIN EDGE DISTANCE
ASSUME 3000psi NW CONCRETE
2 3/4"
(2) 3/8" DIA FH SS BOLT
CONDITION CW
Fy>65ksi
2x2x1/4" ALUM ANGL
6061-T6
4"
2"
(2) 1/4" DIA HILTI KH-EZ C
2-1/2" MIN EMBEDMENT
3" MIN EDGE DISTANCE
ASSUME 3000psi NW CONCRETE
1" 1" 1" 1"
1"
1" 1" 1" 1"
(2) 1/4" DIA HILTI KH-EZ C
2-1/2" MIN EMBEDMENT
3" MIN EDGE DISTANCE
ASSUME 3000psi NW CONCRETE
2x2x1/4" ALUM ANGLE
6061-T6
1/2" DIA SS BOLT
CONDITION CW
Fy>=65ksi
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SHEET NO.SHEET NAMEDesigned:
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ENGINEERS
818 COLORADO AVE.
GLENWOOD
SPRINGS, CO 81602
MCAC FISH PASSAGE
DIVERSION
GARFIELD COUNTY, COLORADO2303806
S-06
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Designer
NOT FOR CONSTRUCTION
BID SET
CONCRETE
DETAILS
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NO DATE ISSUE/REVISION APP
DETAIL
S-07
SCALE: 6" = 1'-0"
6
TRASHRACK CORNER CONNECTION
DETAIL
S-07
SCALE: 6" = 1'-0"
8
BOTTOM TRASHRACK CONNECTION
DETAIL
S-07
SCALE: 6" = 1'-0"
7
TOP TRASHRACK CONNECTION
DETAIL
S-08
SCALE: 6" = 1'-0"
9
FISH SCREEN CORNER CONNECTION
DETAIL
S-08
SCALE: 6" = 1'-0"
10
TOP FISH SCREEN CONNECTION
DETAIL
S-08
SCALE: 6" = 1'-0"
11
BOTTOM FISH SCREEN CONNECTION
RT4x6x1/4"
6061-T6
4x4x1/4" ALUM
ANGLE x 6"
LONG
COPED W10x7.3
6061-T6
AC9x4.98
6061-T6
1-1/2" ALUM BAR 5086-H34
4X4X1/4" Alum Angle
6061-T6
4"
4
'
-
4
3
/
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"
MA
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9
"
S-07
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3/
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"
4
'
-
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"
4" 3" 5'-0" 5'-0" 3" 4"
11'-2"
8
S-06
7
S-06 6
S-06
6" MAX, OC
3/16"1-1/2"
3/16" 1-1/2"
5356
TYP AT ALL
BAR-TUBE
CONNECTIONS
2'
-
4
"
RT4x6x1/4"
6061-T6
1-1/2" ALUM BAR 5086-H34
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Drawn:
Checked:
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3
.
r
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WRIGHT WATER
ENGINEERS
818 COLORADO AVE.
GLENWOOD
SPRINGS, CO 81602
MCAC FISH PASSAGE
DIVERSION
GARFIELD COUNTY, COLORADO2303806
S-07
Enter PE No
Approver
K. DEBELEN
Checker
Designer
NOT FOR CONSTRUCTION
BID SET
TYPE 1
TRASHRACK
DETAILS
TRASHRACK TYPE 1 ISO
DETAIL
S-07
SCALE: 1" = 1'-0"
14
TRASHRACK SECTION TYPE 1
DETAIL
S-03
SCALE: 1" = 1'-0"
13
TRASHRACK ELEVATION TYPE 1
DETAIL
SCALE: 1" = 1'-0"
12
TRASHRACK TYPE 1 PANEL ELEVATION
NO DATE ISSUE/REVISION APP
CS 2x1.07
2x2x3/8" 6061 T-6
ALUM ANGLE
MCNICHOLS PERFORATED
METAL FISH SCREEN
COPED W F 4x4.76
2x2x1/4" ALUM ANGLE
6061-T6
4'-11"
4'
-
0
"
4"
3
'
-
4
"
4
"
2"
5'-2"5'-2"
2"
10'-7"
1" MIN
1"
6"
11
S-06
9
S-06
10
S-06
ConsultantsGEI
GEI CONSULTANTS, INC.
Enter office contact information in the type
propterties
Attention:
If this scale bar
does not measure
1" then drawing is
not original scale.
0 1"
SHEET NO.SHEET NAMEDesigned:
Drawn:
Checked:
Approved:
P.E. No:
GEI Project
4/
2
6
/
2
0
2
4
3
:
5
5
:
5
5
P
M
C
:
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2
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_
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5
2
Q
Y
3
.
r
v
t
WRIGHT WATER
ENGINEERS
818 COLORADO AVE.
GLENWOOD
SPRINGS, CO 81602
MCAC FISH PASSAGE
DIVERSION
GARFIELD COUNTY, COLORADO2303806
S-08
Enter PE No
Approver
K. DEBELEN
Checker
Designer
NOT FOR CONSTRUCTION
BID SET
TYPE 1 FISH
SCREEN
DETAILS
NO DATE ISSUE/REVISION APP
FISH SCREEN TYPE 1 ISO DETAIL
SCALE: 1" = 1'-0"
15
FISH SCREEN TYPE 1 PANEL ELEVATION
DETAIL
SCALE: 1" = 1'-0"
16
FISH SCREEN TYPE 1 STRUCTURE ELEVATION