Atch_2_Baca_Fish_Passage_Drawings.pdf
PDF 3 MB Posted
- Attached to
- CO-BACA NWR-PASSAGE DITCH 9&10 PROJ Federal contract opportunity
- Solicitation number
- 140F0122R0009
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140F0122R0009_Amd_0003.pdf | ||
| Sol_140F0122R0009_Amd_0002.pdf | ||
| Sol_140F0122R0009_Amd_0001.pdf | ||
| Atch_5_Baca_Fish_Passage_Past_Perf_Quest.doc | DOC document | |
| Atch_3_Baca_Fish_Passage_Submittals.pdf | ||
| Atch_4_Baca_Fish_Passage_DB_Wage_Det.pdf | ||
| Atch_1_Baca_Fish_Passage_Specifications.pdf | ||
| Sol_140F0122R0009.pdf |
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Text version
CLIFF
SILVER
ALAMOSA
SAN ANTONIO
ANTONITO
LA JARA
ROMEO
CAPULIN
MONT
VISTA
SANFORD
MANASSA
MOSCA
MOFFAT
SALIDA
COLORADO
NEW MEXICO
ALAMOSA
N.W.R
FORT
GARLAND
VIGIL
TRINIDAD
CANON CITY
CITY
COLORADO
RED
WING
WALSENBURG
PUEBLO
BACA
N.W.R
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FISH AND WILDLIFE SERVICE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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REGION 6 ENGINEERING - DENVER, COLORADO
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REGIONAL ENGINEER
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ASS'T. REGIONAL DIR.
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DATE
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DATE
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DESIGNED:
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DATE:
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DRAWN:
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DRAWING NO.
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SHEET 1 OF 18
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CHECKED:
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VICINITY MAP
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OR
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RI
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ME
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RT
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PA
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DE
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NT
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TE
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IN
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TH
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FISH AND WILDLIFE
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SERVICE
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U.S. FISH & WILDLIFE SERVICE
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SERVICE
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FISH AND WILDLIFE
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TH
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ME
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RT
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IN
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DATE
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PROGRAM SUPERVISOR
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DIV. INITIALS / DATE
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RESOURCES
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CULTURAL
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SAFETY/IND
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HYGIENIST
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FACILITIES
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ANY PRINT ACCOMPANYING THIS INVITATION TO BID MAY BE A REDUCED
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REPRODUCTION OF THE WORKING DRAWINGS. IF LINE BELOW DOES NOT
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MEASURE SIX INCHES IN LENGTH, THE INDICATED SCALES ARE TO BE
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ADJUSTED ACCORDINGLY.
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%%UNOTE TO BIDDERS:%%
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BACA NATIONAL WILDLIFE REFUGE
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DITCH 9 & 10 AT CRESTONE CREEK
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BACA
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NATIONAL WILDLIFE REFUGE
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FISH PASSAGE PROJECTS
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VICINITY MAP, SITE PLAN
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AND DRAWING INDEX
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SAGUACHE
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COLORADO
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W.RICE
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JBM
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EGH
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6R-CO-1313-21-060
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DRAWING INDEX
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SHEET
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TITLE
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COVER
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EXISTING CULVERT 9.1 SITE LAYOUT
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EXISTING CULVERT 9.1 PLAN & PROFILE
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NEW CULVERT 9.1 LAYOUT, PLAN AND PROFILE
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NEW CULVERT 9.1 STREAMBED AND BANKFULL BENCH
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NEW CULVERT 9.1 CROSS SECTION
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NEW CULVERT 9.1 SHEETPILE PLAN
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EXISTING CRESTONE WCS-1 SITE LAYOUT
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EXISTING CRESTONE WCS-1 PLAN AND PROFILE
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NEW CRESTONE WCS-1 PLAN AND PROFILE
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NEW CRESTONE WCS-1 CROSS SECTION
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NEW CRESTONE WCS-1 SHEETPILE PLAN
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TYPICAL CULVERT GATES CULVERT 9.1 & CRESTONE WCS-1
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EXISTING CULVERT 10.1 PLAN AND PROFILE
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NEW CULVERT 10.1 PLAN & PROFILE
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NEW CULVERT 10.1 SHEETPILE PLAN
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NEW CULVERT 10.1 WCS GATE
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SHEETPILE DETAILS
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NO SCALE
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FISH PASSAGE PROJECTS
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DITCH 9 & 10 AT CRESTONE CREEK
NOTES: EXISTING SITE CONDITIONS CULVERT 9.1
1.) ELEVATIONS & LOCATIONS ARE TIED TO A TEMPORARY BENCHMARK (TBM) AS
NORTH AMERICAN VERTICAL DATUM 1988
2.) TBM LOCATION & ELEVATION: A #6 REBAR SET NEAR THE SOUTH LIMITS OF A ROAD
LATITUDE= 37.984143053° N
LONGITUDE=-105.757058319° W
ELEVATION=7643.59'
3.) TOP OF ROAD 7644.0'±, WIDTH: APPROXIMATELY 15'
4.) 60" DIAMETER, 30' LONG CULVERT
INVERT IN (EAST)= 7637.42'
INVERT OUT (WEST)=7636.44'
5.) CHANNEL WIDTH UPSTREAM OF CULVERT: 12'
6.) CHANNEL WIDTH DOWNSTREAM OF CULVERT: 30' to 12'
7.) NO INFORMATION ON SOIL TYPE OR CONDITION
8.) NO INFORMATION ON ROAD BASE
9.) ROAD SURFACE= DIRT
EXISTING SITE
NO SCALE
Ditch 9.1 Outlet Looking Downstream
CUVERT INLET SIDE
A
CC
ES
S
RO
A
D
ACCESS ROAD
TEMPORARY BENCHMARK
ELEVATION=7643.60'
VERTICAL DATUM=NAVD88
CRESTONE CREEK
Culvert Replacement Location
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DESIGNED
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DRAWN
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DRAWING NO.
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SHEET
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SUB-SHEET
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6R-CO-1313-21-060
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EGH
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JBM
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W.RICE
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SITE LAYOUT
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BACA NWR
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FISH PASSAGE PROJECTS
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DITCH 9
EXISTING CULVERT 9.1
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60" CORRUGATED METAL PIPE
INVERT IN EAST=7637.42'
INVERT OUT WEST=7636.44'
HIGH SPOT=7635.59'
LOW SPOT=7632.99'
LOW SPOT=7634.22'
LOW SPOT=7631.81'
HIGH SPOT=7634.62'
HIGH SPOT=7632.97'
HIGH SPOT=7632.26'
LOW SPOT=7631.59'
LOW SPOT=7630.36'
HIGH SPOT=7632.32'
LOW SPOT=7631.62'
HIGH SPOT=7632.46'
HIGH SPOT=7632.88'
LOW SPOT=7631.33'
INTERSECTION=7632.88'
PROJECT BENCHMARK No.3, A#6 REBAR, ELEVATION=7643.60'
LOW SPOT=7638.05'
HIGH SPOT=7638.50'
LOW SPOT=7632.34'
LOW SPOT=7634.41'
40+00 40+20.33
+37
.87 40+48.04 40+82.34 40+88.31
41+09.12
+4
3.1
+56
.24 36+68.69 36+85.41
37+00.34
37+18.48 37+36.50 37+51.90
37+69
37+98.93
38+37.45
38+54.39
38+71.41 38+96.64 39+08.09 39+26.79
39+49.60 39+68.93
NOTES: EXISTING CONDITIONS CULVERT 9
1.) TOP OF ROAD 7644.0'±, WIDTH: APPROXIMATELY 15'
2.) NORTH 60" DIAMETER, 30' LONG CULVERT
INVERT IN (EAST)= 7637.42'
INVERT OUT (WEST)=7636.44'
3.) CHANNEL WIDTH UPSTREAM OF CULVERT: 12'
4.) CHANNEL WIDTH DOWNSTREAM OF CULVERT: 12' TO 30'
5.) SOIL IS TYPICALLY SAND AND SMALL GRAVEL
6.) NO INFORMATION ON ROAD BASE
7.) ROAD SURFACE= DIRT
EXISTING
ROAD
EXISTING
THALWEG
WATER LEVEL
(05/28/19)
SCOUR
POOL
EXISTING
THALWEG
WATER LEVEL
(05/28/19)
EXISTING 60" CORRUGATED METAL PIPE
INV IN(EAST)=7637.42'
INV OUT(WEST)=7636.44'
SLOPE=3.3%
STATION
40+48.04
STATION
40+82.34
EXISTING
SLOTTED ,
WOOD BOARD
HEADGATE
EXISTING PLAN VIEW
NTS
EXISTING PROFILE VIEW
NOTES: EXISTING CONDITIONS CULVERT 9.1
1.) TOP OF ROAD 7644.0'±, WIDTH: APPROXIMATELY 15'
2.) NORTH 60" DIAMETER, 30' LONG CULVERT
INVERT IN (EAST)= 7637.42'
INVERT OUT (WEST)=7636.44'
3.) CHANNEL WIDTH UPSTREAM OF CULVERT: 12'
4.) CHANNEL WIDTH DOWNSTREAM OF CULVERT: 12' TO 30'
5.) SOIL IS TYPICALLY SAND AND SMALL GRAVEL
6.) NO INFORMATION ON ROAD BASE
7.) ROAD SURFACE= DIRT
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DESIGNED
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DRAWING NO.
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SHEET
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SUB-SHEET
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6R-CO-1313-21-060
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EGH
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JBM
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W.RICE
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LAYOUT PLAN & PROFILE
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BACA NWR
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FISH PASSAGE PROJECTS
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DITCH 9
76407640 è è è è èèè èè è è è è è è è è è è èè è è èè è è è
HIGH SPOT=7635.59'
LOW SPOT=7632.99'
LOW SPOT=7634.22'
LOW SPOT=7631.81'
HIGH SPOT=7634.62'
HIGH SPOT=7632.97'
HIGH SPOT=7632.26'
LOW SPOT=7631.59'
LOW SPOT=7630.36'
HIGH SPOT=7632.32'
LOW SPOT=7631.62'
HIGH SPOT=7632.46'
HIGH SPOT=7632.88'
LOW SPOT=7631.33'
INTERSECTION=7632.88'
PROJECT BENCHMARK No.3, A#6 REBAR, ELEVATION=7643.60'
LOW SPOT=7638.05'
HIGH SPOT=7638.50'
LOW SPOT=7632.34'
LOW SPOT=7634.41'
40+00 40+20.33
+37
.87 40+48.04 40+82.34 40+88.31
41+09.12
+4
3.1
+56
.24 36+68.69 36+85.41
37+00.34
37+18.48 37+36.50 37+51.90
37+69
37+98.93
38+37.45
38+54.39
38+71.41 38+96.64 39+08.09 39+26.79
39+49.60 39+68.93
41+41.51
41+63.51
NEW ROAD
EXISTING
THALWEG
WATER
LEVEL
(05/28/19)
SCOUR
POOL
EXISTING
THALWEG
WATER
LEVEL
(05/28/19)
REMOVE
EXISTING
SLOTTED
WOOD
BOARD
HEADGATE
7643.35' (40+58, 7645.35')
763675' 7638.00'
7645.35'
7636.75' 7638.00'
EXISTING THALWEG
WATER
LEVEL
(05/28/19)
EXISTING
THALWEG
WATER
LEVEL
(05/28/19)
EXISTING THALWEG
WATER
LEVEL
(05/28/19)
MATCH LINE
EXISTING
THALWEG
WATER
LEVEL
(05/28/19)
(39+20, 7636.3) (39+50, 7636.9) (39+70, 7637.0) (40+00, 7637.6) (40+28, 7638.1)
TYPICAL RIFFLE SHEET A5
CULVERT INLET
(37+05, 7631)
END
(37+40, 7632.9) (37+60, 7633.3) (37+95, 7634.0) (38+10, 7634.2) (38+70, 7635.3)
(37+18, 7632.5)
(39+0, 7633.2) (39+37, 7633.2) (39+60, 7634.4) (39+80, 7635.2) (40+10, 7635.0)
(37+26, 7630.6) (37+83, 7631.7) (38+34, 7631.5) (39+80, 7632.4)
EXISTING PLAN VIEW
NTS
EXISTING PROFILE VIEW
NOTES: NEW CONDITIONS CULVERT 9.1
1.) TOP OF ROAD 7645.35'±, WIDTH: APPROXIMATELY 20'
2.) 9'9" X 6'7" X 20' LONG CULVERT
INVERT (EAST)= 7636.4'
INVERT (WEST)=7636.4'
3.) NEW CHANNEL WIDTH IN FILL AREAS IS 8'-12' WIDE
MAINTAIN EXISTING POOL WIDTHS
4.) SHEET A7 AND A13 HAVE ADDITIONAL DETAILS FOR
CULVERT, SHEETPILE, AND GATE
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EGH
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JBM
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PLAN & PROFILE
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BACA NWR
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FISH PASSAGE PROJECTS
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DITCH 9
SLOPE 50:14:1
B B'
ROCK RIPRAP
C'
C 4'
FLOW
2'
ROCK RIFFLE PLAN VIEW
NOT TO SCALE
8' 12
STREAM BED CONTINUES
CREST
EXISTING STREAM BED
EMERGENT BOULDERS
2.0' MINIMUM
(SEE PROFILE SHEET A4)
SECTION B-B'
NOT TO SCALE
2' M
IN
2'
NEW STREAM BOTTOM
1h3
2' MIN COVER
WIDTH TO SLOPE
BACK FILL
"V" SHAPED
CREST
CONTROL
AT RIFFLES
SECTION C-C'
NOT TO SCALE
8'
NOTES: STREAMBED DESIGN
1.) STREAMBED WILL BE CONSTRUCTED AS PER THE STREAM PROFILE
FOR FILL WITHIN THE STREAM
STREAMBED DIMENSIONS
1.) RIPRAP GRADATION REQUIREMENTS: SEE SPECIFICATIONS SECTION
313700 (RIPRAP).
2.) APPROXIMATE VOLUME OF BONE ROCK: 260 CY
3.) APPROXIMATE VOLUME OF STREAM MATERIAL: 130 CY
4.) CREST "V' SHAPE WILL BE FIELD VERIFIED BY FIELD
ENGINEER PRIOR TO BACKFILL.
5.) SECTION C-C' IS TYPICAL SECTION FOR STREAMBED INCREASE IN
PROFILE IN SHEET A4.
WITH RIFFLE MIX
2.0' MINIMUM
VARIES
BACK FILL
1' MINIMUM
1' MINIMUM
WIDTH TO SLOPE
VARIES
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NEW CULVERT 9.1 STREAMBED
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AND BANKFULL BENCH
A5
CULVERT 9.1 CROSS SECTION C - C' (TYPICAL)
NOT TO SCALE
NOTES: CULVERT EMBEDMENT
PIPE ARCH BEDDING & BACKFILL
1.) A YIELDING FOUNDATION UNDER THE CULVERT INVERT IN CONJUNCTION WITH WELL COMPACTED GRANULAR MATERIAL UP TO
THE SPRING-LINE IS ESSENTIAL FOR PIPE ARCH CULVERT INSTALLATIONS.
2.) BEDDING: BEDDING IS CONSTRUCTED BY EXCAVATING 6" BELOW THE CULVERT INVERT ELEVATION AND BACKFILLING WILL
WELL-GRADED GRANULAR MATERIAL MEETING REQUIREMENTS OF AASHTO A-3.
3.) INITIAL BACKFILL CULVERT INVERT TO SPRING-LINE: SEE SPECIFICATION SECTION 31200 (EARTH MOVING) AND SPECIFICATION
SECTION 334213 (PIPE CULVERT).
4.) FINAL BACKFILL (SPRING-LINE TO 1' ABOVE PIPE CROWNS): SEE SPECIFICATION SECTION 31200 (EARTH MOVING) AND
SPECIFICATION SECTION 334213 (PIPE CULVERT).
5.) NATIVE MATERIAL BACKFILL: BACKFILL REMAINDER OF TRENCH WITH NATIVE MATERIAL EXCAVATED DURING CULVERT
REMOVAL. COMPACT TO BACKFILL STANDARDS.
6.) COMPACTED BACKFILL MATERIAL MUST EXTEND TO TRENCH WALL OR TO COMPACTED EMBANKMENT.
7.) CULVERT INFILL MATERIAL CONSISTS OF 2 PARTS BY VOLUME BONE ROCK (TABLE 7) AND 1 PART BY VOLUME STREAM MATERIAL (TABLE 2). MIX MATERIAL ONSITE TO AVOID SEGREGATION BEFORE PLACING IN CULVERT.
8.) ENGINEER TO APPROVE INFILL MATERIAL PRIOR TO PLACEMENT. NOTIFY ENGINEER AT LEAST 48 HOURS IN ADVANCE.
9.) CONSTRUCT INFILL MATERIAL LEAVING A ROUGH SURFACE.
10.) SELECT (1.0'-1.5') DIAMETER ROCK FOR HABITAT ROCK PLACEMENT. EMBED 1/2 DIAMETER AND SPACE ACCORDING TO
DRAWINGS AND AS DIRECTED BY ENGINEER.
SPRING-LINE
TOP OF FINISHED ROAD @ CENTERLINE
ELEVATION: 7645.35 FT
FINAL BACKFILL
INITIAL BACKFILL
BEDDING
NATIVE MATERIAL BACKFILL
% PASSING MATERIAL SIZE
MATERIAL
SIZE% PASSING
D10 #40
CULVERT
OUTLET
TABLE 1.
D100
D85
D50
D30
D15
18"
15"
9"
7"
4"
BONE ROCK
TABLE 2.
D100
D85
D50
D30
D15
4"
3"
1"
8 "
#10
STREAM MATERIAL
CULVERT 9.1 INFILL CROSS SECTION D - D' (TYPICAL)
NOT TO SCALE
CULVERT 9.1 INFILL PLAN VIEW
NOT TO SCALE
CULVERT INFILL MATERIAL
(SEE TABLE 1 AND 2)
HABITAT ROCKS
1.0-1.5 FT DIA
SPACING ~1.5 FT
AND EMBED 50%
CULVERT INLET
FLOW
TRANSITION
TO STREAM
TRANSITION
TO STREAM
CULVERT INFILL
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NEW CULVERT 9.1
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CROSS SECTION
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5' GATED WCS
NOTES: HEADWALL DESIGN
1.) HEADWALL MATERIAL: SEE SPECIFICATIONS SECTION 055000 (METAL FABRICATION).
2.) SHEETPILE MATERIAL ARE ATTACHED TO HEADWALL BY EITHER WELDING OR
STAINLESS STEEL FASTENER AS WELL AS TO CULVERT.
3.) SHEETPILE MATERIAL: SEE SPECIFICATIONS SECTION 314116 (SHEET PILING).
4.) RE-ALIGN ROAD TO BE ACROSS MIDDLE OF NEW CROSSING.
5.) SHEETPILE IS CENTERED OVER CENTERLINE OF NEW CULVERT.
6.) INLET SHEETPILE CONNECTS TO GATES WCS AS PER PICTURE EXAMPLE OF A SIDE
GATE ARRANGEMENT
7.) SHEETPILE IS EXPECTED TO BE STRAIGHT AND TRUE. WELD A METAL BEAM ALONG
THE BACK TO ENSURE STRAIGHT CONSTRUCTION.
CULVERT 9.1 INLET ELEVATION VIEW
NOT TO SCALE
CULVERT 9.1 OUTLET ELEVATION VIEW
NOT TO SCALE
13.0'
2.0'
3.4'
12.0'
4.0' WINGWALL
4.0' WINGWALL25.0' HEADWALL
2'
3.4'
12.0'
4.0' WINGWALL
4.0' WINGWALL25.0' HEADWALL
INVERT
ELEVATION = 7636.75'
INVERT
ELEVATION = 7636.75'
TOP OF HEADWALL
ELEVATION = 7645.35'
TOP OF HEADWALL
ELEVATION = 7645.35'
BOTTOM OF HEADWALL
ELEVATION = 7633'
BOTTOM OF HEADWALL
ELEVATION = 7633'
7.63' 7.63'
7.63' 7.63'
13.0'
SHEETPILE
SHEETPILE
SHEETPILE
SHEETPILE
METAL SHEET
METAL SHEET
è è èèè è
LOW SPOT=7638.05'
HIGH SPOT=7638.50'
LOW SPOT=7632.34'
LOW SPOT=7634.41'
40+20.33
+37
.87 40+48.04 40+82.34 40+88.31
41+09.12
PROPOSED CULVERT 9.1 PLAN VIEW
SLOPE NEW ROAD FILL TO MEET ORIGINAL,
ENSURING 2 FEET OVER CULVERT AREA
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DESIGNED
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DRAWN
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CHECKED
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DATE
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DRAWING NO.
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SHEET
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OF
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SUB-SHEET
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BACA NWR
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DITCH 9
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FISH PASSAGE PROJECTS
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W.RICE
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JBM
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EGH
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6R-CO-1313-21-060
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NEW CULVERT 9.1
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SHEETPILE PLAN
A7
A
CCESS RO
A D
CUVERT INLET SIDE
Culvert Replacement Location
NOTES: EXISTING SITE CONDITIONS CRESTONE WCS-1
EXISTING SITE
NO SCALE
TEMPORARY BENCHMARK
ELEVATION=7643.60'
VERTICAL DATUM=NAVD88
A C
C
ESS R
O A
D
CUVERT INLET SIDE
Culvert Replacement Location
1.) ELEVATIONS & LOCATIONS ARE TIED TO A TEMPORARY BENCHMARK (TBM) AS
NORTH AMERICAN VERTICAL DATUM 1988
2.) TBM LOCATION & ELEVATION: A #6 REBAR SET NEAR THE SOUTH LIMITS OF A ROAD
LATITUDE= 37.984143053° N
LONGITUDE=-105.757058319° W
ELEVATION=7643.59'
3.) TOP OF ROAD 7645.6'±, WIDTH: APPROXIMATELY 15'
4.) 60" DIAMETER, 31' LONG CULVERT
INVERT IN (EAST)= 7638.19'
INVERT OUT (WEST)=7638.15'
5.) CHANNEL WIDTH UPSTREAM OF CULVERT: 10'
6.) CHANNEL WIDTH DOWNSTREAM OF CULVERT: 24' to 10'
7.) NO INFORMATION ON SOIL TYPE OR CONDITION
8.) NO INFORMATION ON ROAD BASE
9.) ROAD SURFACE= DIRT
Ditch 12 Inlet Facing Upstream
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EGH
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JBM
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W.RICE
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SITE LAYOUT
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BACA NWR
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EXISTING CRESTONE WCS-1
è è è è èèèèè è
60" CORRUGATED METAL PIPE
INVERT IN EAST=7638.19'
INVERT OUT WEST=7638.15'
HIGH SPOT=7638.98'
INTERSECTION=7637.70'
HIGH SPOT=7637.51'
LOW SPOT=7635.41'
LOW SPOT=7636.65'
LOW SPOT=7638.07'
PROJECT BENCHMARK No.3, A#6 REBAR, ELEVATION=7643.60'
50+00 50+24.87 50+62.57 50+99.49 51+06.79
51+29.11
EXISTING
THALWEG
WATER LEVEL
(05/28/19)
EXISTING
ROAD
EXISTING
THALWEG
WATER LEVEL
(05/28/19)
SCOUR
POOL
EXISTING 60" CORRUGATED METAL PIPE
INV IN(EAST)=7638.19'
INV OUT(WEST)=7638.15'
SLOPE=0.1%
STATION
50+62.57
STATION
50+99.49
EXISTING
HEADGATE
EXISTING PLAN VIEW
NTS
EXISTING PROFILE VIEW
NOTES: EXISTING CONDITIONS CRESTONE WCS-1
1.) TOP OF ROAD 7645.6'±, WIDTH: APPROXIMATELY 15'
2.) NORTH 60" DIAMETER, 30' LONG CULVERT
INVERT IN (EAST)= 7638.19'
INVERT OUT (WEST)=7638.15'
5.) CHANNEL WIDTH UPSTREAM OF CULVERT: 10'
6.) CHANNEL WIDTH DOWNSTREAM OF CULVERT: 10' TO 24'
7.) SOIL IS TYPICALLY SAND AND SMALL GRAVEL
8.) NO INFORMATION ON ROAD BASE
9.) ROAD SURFACE= DIRT
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EGH
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JBM
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W.RICE
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PLAN & PROFILE
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BACA NWR
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EXISTING CRESTONE WCS-1
è è è è èèèèè è
HIGH SPOT=7638.98'
INTERSECTION=7637.70'
HIGH SPOT=7637.51'
LOW SPOT=7635.41'
LOW SPOT=7636.65'
LOW SPOT=7638.07'
50+00 50+24.87 50+62.57 50+99.49 51+06.79
51+29.11
51+43.67
41+97.10
EXISTING
THALWEG
WATER LEVEL
(05/28/19)
EXISTING
ROAD
EXISTING
THALWEG
WATER LEVEL
(05/28/19)
SCOUR
POOL
REMOVE
EXISTING
SLOTTED
WOOD BOARD
HEADGATE
(50+72.5, 7643.35)
(50+72.5, 7645.35)
(50+92.5, 7636.75)
(50+92.5, 7638) (50+92.5, 7643.35)
(50+92.5, 7645.35)
(50+53, 7638.2)
EXISTING PLAN VIEW
NTS
EXISTING PROFILE VIEW
NOTES: NEW CONDITIONS CRESTONE WCS-1
1.) TOP OF ROAD 7645'±, WIDTH: APPROXIMATELY 20'
2.) 9'9" X 6'7" x 20' LONG CULVERT
INVERT (EAST) = 7636.75'
INVERT (WEST) = 7636.75'
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EGH
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JBM
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W.RICE
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PLAN & PROFILE
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BACA NWR
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DITCH 12
NEW CRESTONE WCS-1
CRESTONE WCS-1 CROSS SECTION C - C' (TYPICAL)
NOTES: CULVERT EMBEDMENT
PIPE ARCH BEDDING & BACKFILL
1.) A YIELDING FOUNDATION UNDER THE CULVERT INVERT IN CONJUNCTION WITH WELL COMPACTED GRANULAR MATERIAL UP TO
THE SPRING-LINE IS ESSENTIAL FOR PIPE ARCH CULVERT INSTALLATIONS.
2.) BEDDING: BEDDING IS CONSTRUCTED BY EXCAVATING 6" BELOW THE CULVERT INVERT ELEVATION AND BACKFILLING WILL
WELL-GRADED GRANULAR MATERIAL MEETING REQUIREMENTS OF AASHTO A-3.
3.) INITIAL BACKFILL CULVERT INVERT TO SPRING-LINE: SEE SPECIFICATION SECTION 31200 (EARTH MOVING) AND SPECIFICATION
SECTION 334213 (PIPE CULVERT).
4.) FINAL BACKFILL (SPRING-LINE TO 1' ABOVE PIPE CROWNS): SEE SPECIFICATION SECTION 31200 (EARTH MOVING) AND
SPECIFICATION SECTION 334213 (PIPE CULVERT).
5.) NATIVE MATERIAL BACKFILL: BACKFILL REMAINDER OF TRENCH WITH NATIVE MATERIAL EXCAVATED DURING CULVERT
REMOVAL. COMPACT TO BACKFILL STANDARDS.
6.) COMPACTED BACKFILL MATERIAL MUST EXTEND TO TRENCH WALL OR TO COMPACTED EMBANKMENT.
7.) CULVERT INFILL MATERIAL CONSISTS OF 2 PARTS BY VOLUME BONE ROCK (TABLE 7) AND 1 PART BY VOLUME STREAM MATERIAL (TABLE 2). MIX MATERIAL ONSITE TO AVOID SEGREGATION BEFORE PLACING IN CULVERT.
8.) ENGINEER TO APPROVE INFILL MATERIAL PRIOR TO PLACEMENT. NOTIFY ENGINEER AT LEAST 48 HOURS IN ADVANCE.
9.) CONSTRUCT INFILL MATERIAL LEAVING A ROUGH SURFACE.
10.) SELECT (1.0'-1.5') DIAMETER ROCK FOR HABITAT ROCK PLACEMENT. EMBED 1/2 DIAMETER AND SPACE ACCORDING TO
DRAWINGS AND AS DIRECTED BY ENGINEER.
SPRING-LINE
TOP OF FINISHED ROAD @ CENTERLINE
ELEVATION: 7645.35 FT
FINAL BACKFILL
INITIAL BACKFILL
BEDDING
NATIVE MATERIAL BACKFILL
% PASSING MATERIAL SIZE
MATERIAL
SIZE% PASSING
D10 #40
CULVERT
OUTLET
TABLE 1.
D100
D85
D50
D30
D15
18"
15"
9"
7"
4"
BONE ROCK
TABLE 2.
D100
D85
D50
D30
D15
4"
3"
1"
8 "
#10
STREAM MATERIAL
CRESTONE WCS-1 INFILL CROSS SECTION D - D'
NOT TO SCALE
CRESTONE WCS-1 INFILL PLAN VIEW
NOT TO SCALE
CULVERT INFILL MATERIAL
(SEE TABLE 1 AND 2)
HABITAT ROCKS
1.0-1.5 FT DIA
SPACING ~1.5 FT
AND EMBED 50%
CULVERT INLET
FLOW
TRANSITION
TO STREAM
TRANSITION
TO STREAM
CULVERT INFILL
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BACA NWR
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DITCH 9
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FISH PASSAGE PROJECTS
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W.RICE
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JBM
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EGH
AutoCAD SHX Text 5/12/2021
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6R-CO-1313-21-060
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NEW CRESTONE WCS-1
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CROSS SECTION
AutoCAD SHX Text A11
AutoCAD SHX Text 6"
AutoCAD SHX Text D
AutoCAD SHX Text D'
AutoCAD SHX Text 1.25'
AutoCAD SHX Text 1.75'
5' GATED WCS
CRESTONE WCS-1 INLET ELEVATION VIEW
CRESTONE WCS-1 OUTLET ELEVATION VIEW
NOT TO SCALE
13.0'
2.0'
3.4'
12.0'
4.0' WINGWALL
4.0' WINGWALL25.0' HEADWALL
2'
3.4'
12.0'
4.0' WINGWALL
4.0' WINGWALL25.0' HEADWALL
INVERT
ELEVATION = 7638'
INVERT
ELEVATION = 7638'
TOP OF HEADWALL
ELEVATION = 7645.35'
TOP OF HEADWALL
ELEVATION = 7645.35'
BOTTOM OF HEADWALL
ELEVATION = 7633.35'
BOTTOM OF HEADWALL
ELEVATION = 7633.35'
7.63' 7.63'
7.63' 7.63'
13.0'
SHEETPILE
SHEETPILE
SHEETPILE
SHEETPILE
METAL SHEET
METAL SHEET
NOTES: HEADWALL DESIGN
1.) HEADWALL MATERIAL: SEE SPECIFICATIONS SECTION 055000 (METAL FABRICATION).
2.) SHEETPILE MATERIAL ARE ATTACHED TO HEADWALL BY EITHER WELDING OR
STAINLESS STEEL FASTENER AS WELL AS TO CULVERT.
3.) SHEETPILE MATERIAL: SEE SPECIFICATIONS SECTION 314116 (SHEET PILING).
4.) RE-ALIGN ROAD TO BE ACROSS MIDDLE OF NEW CROSSING.
5.) SHEETPILE IS CENTERED OVER CENTERLINE OF NEW CULVERT.
6.) INLET SHEETPILE CONNECTS TO GATES WCS AS PER PICTURE EXAMPLE OF A SIDE
GATE ARRANGEMENT
7.) SHEETPILE IS EXPECTED TO BE STRAIGHT AND TRUE. WELD A METAL BEAM ALONG
THE BACK TO ENSURE STRAIGHT CONSTRUCTION.
è è è è èèèè
HIGH SPOT=7638.98'
INTERSECTION=7637.70'
LOW SPOT=7635.41'
LOW SPOT=7636.65'
LOW SPOT=7638.07'
50+62.57 50+99.49 51+06.79
51+29.11
51+43.67
41+97.10
PROPOSED CRESTONE WCS-1 PLAN VIEW
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DESIGNED
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W.RICE
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JBM
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EGH
AutoCAD SHX Text 5/12/2021
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6R-CO-1313-21-060
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NEW CRESTONE WCS-1
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SHEETPILE PLAN
A12
20'-0" 5.0'
24" 24"
2" DIAMETER PIPE HANDRAIL
GATE
STOPLOG CHANNEL
WOOD STOP LOGS
METAL RISER FLOOR
STEEL PLATE RISER
STREAMBEDSTREAMBED
CMP SURFACE
ROAD
SURFACE
OUTLET
HEADWALL
TOP OF WCS
SLIDE GATE
16" DIAMETER
SLIDE GATE
HANDWHEEL
STREAMBED
WELDED METAL ON CULVERT
UP TO TOP OF STREAMBED
GATE METAL
FOOTER
CULVER INLETS
METAL FLOOR
GRATING
4.6'
6.0'
24.0"
TOP OF ROAD
6.0'
6'-0"
8.0"13.5"
6'-0"
2'-0"
2'-0"
13.5"
5'-0"
3.0"
WINGWALL & STEEL SHEETPILE WALL
1'-0"
PLAN VIEW: WATER CONTROL STRUCTURE
PROFILE SECTION VIEW: WATER CONTROL STRUCTUREINLET ELEVATION
NOTES:
WATER CONTROL STRUCTURE FABRICATION
1.) FABRICATE WCS SIMILAR TO PHOTOS DEPICTED ON SHEET A12.
2.) WCS MATERIALS: SEE SPECIFICATIONS SECTION 055000 (METAL FABRICATION).
3.) SLIDE GATE HAND WHEEL SHALL BE 16" MINIMUM DIAMETER
4.) WOOD STOP LOGS: SEE SPECIFICATION SECTION 061063 (EXTERIOR ROUGH
CARPENTRY).
5.) WELD METAL BARS TO INSIDE OF METAL GATES:
SEE SECTION 055000 (METAL FABRICATION)
CONDUIT (CULVERT) DIMENSIONS AND MATERIALS
1.) CULVERT DIMENSIONS: 9'9" x 6'7" x 20'
2.) CULVERT MATERIALS: SEE SPECIFICATIONS 334213 (PIPE CULVERT).
SHEET PILE WINGWALL FABRICATION AND ATTACHMENT
1.) WINGWALL FABRICATION: SEE SPECIFICATIONS SECTION 314116 (SHEET PILING).
2.) SHEET PILE WALLS ATTACHED TO WCS BY WELDING OR STAINLESS STEEL BOLTS.
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EGH
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JBM
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W.RICE
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CULVERTS 9.1 & CRESTONE WCS-1
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BACA NWR
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FISH PASSAGE PROJECTS
TYPICAL CULVERT GATES
è è è è
54" CORRUGATED METAL PIPE
INVERT IN EAST (PLUGGED)=7639.64'
INVERT OUT WEST=7639.57'
EXISTING
THALWEG
WATER LEVEL
(05/28/19)
EXISTING
ROAD
EXISTING 54" CORRUGATED METAL PIPE
INV IN(EAST) PLUGGED=7639.64'
INV OUT(WEST)=7639.57'
EXISTING PLAN VIEW
NTS
EXISTING PROFILE VIEW
NOTES: EXISTING CULVERT 10.1
1.) TOP OF ROAD 7644.3'±, WIDTH: APPROXIMATELY 20'
2.) NORTH 54" DIAMETER, 31' LONG CULVERT
INVERT IN (EAST)= 7637.42'
INVERT OUT (WEST)=7636.44'
3.) CHANNEL WIDTH UPSTREAM OF CULVERT: 12'
4.) CHANNEL WIDTH DOWNSTREAM OF CULVERT: NO DATA COLLECTED
5.) SOIL IS TYPICALLY SAND AND SMALL GRAVEL
6.) NO INFORMATION ON ROAD BASE
7.) ROAD SURFACE= DIRT
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6R-CO-1313-21-060
AutoCAD SHX Text 5/12/2021
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EGH
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JBM
AutoCAD SHX Text
W.RICE
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PLAN & PROFILE
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BACA NWR
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SIDE DITCH
EXISTING CULVERT 10.1
è è è
EXISTING
THALWEG
WATER LEVEL
(05/28/19)
EXISTING
ROAD
7646' TOP OF ROAD
7644' TOP OF CULVERT
NEW 60" INV OUTLET
AND INLET ARE 7639.0'
EXISTING PLAN VIEW
NTS
EXISTING PROFILE VIEW
1.) TOP OF NEW ROAD 7646' AND 20' WIDE
2.) 5' x 20' CMP
INVERT (EAST) = 7639'
INVERT (WEST) = 7639'
NOTES: NEW CONDITIONS SIDE DITCH CULVERT 10.1
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EGH
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JBM
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W.RICE
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BACA NWR
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SIDE DITCH
NEW CULVERT 10.1
NEW CULVERT 10.1 INLET & OUTLET ELEVATION VIEW
13.0'
2.0'
5.0'
20.0' HEADWALL
INVERT
ELEVATION = 7639'
TOP OF HEADWALL
ELEVATION = 7646.0'
BOTTOM OF HEADWALL
ELEVATION = 7634'
7.0' 7.0'
SHEETPILE
SHEETPILE
HEADWALL
12.0'
NOTES: HEADWALL DESIGN
1.) HEADWALL MATERIAL: SEE SPECIFICATIONS SECTION 055000 (METAL FABRICATION).
2.) SHEETPILE MATERIAL ARE ATTACHED TO HEADWALL BY EITHER WELDING OR
STAINLESS STEEL FASTENER AS WELL AS TO CULVERT.
3.) SHEETPILE MATERIAL: SEE SPECIFICATIONS SECTION 314116 (SHEET PILING).
4.) RE-ALIGN ROAD TO BE ACROSS MIDDLE OF NEW CROSSING.
5.) SHEETPILE IS CENTERED OVER CENTERLINE OF NEW CULVERT.
6.) INLET SHEETPILE CONNECTS TO GATES WCS AS PER PICTURE EXAMPLE OF A SIDE
GATE ARRANGEMENT
7.) SHEETPILE IS EXPECTED TO BE STRAIGHT AND TRUE. WELD A METAL BEAM ALONG
THE BACK TO ENSURE STRAIGHT CONSTRUCTION.
è è è
HIGH SPOT=7638.30'
LOW SPOT=7637.71'
CULVERT 10.1 PLAN VIEW
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DESIGNED
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BACA NWR
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DITCH 9
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W.RICE
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JBM
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EGH
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6R-CO-1313-21-060
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NEW CULVERT 10.1
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SHEETPILE PLAN
A16
LC
6'-0"
2'-0"
2'-0" 8.0"6.0"
6.0"
3.0"
1'-0"
20'-0" 5.0'
24" 24"
60"
2" DIAMETER PIPE HANDRAIL
INLET INVERTOUTLET INVERT
ELEV: 7639.0'
STOPLOG CHANNEL
WOOD STOP LOGS
METAL RISER FLOOR
STEEL PLATE RISER
STREAMBED
STREAMBED
CMP SURFACE
ROAD
SURFACE
OUTLET
HEADWALL
TOP OF WCS
SLIDE GATE
16" DIAMETER
SLIDE GATE
HANDWHEEL
WELDED METAL ON CULVERT
UP TO TOP OF STREAMBED
CULVERT INLET
METAL FLOOR GRATING
6.0'
24.0"
TOP OF ROAD
INLET INVERT
5.0'
6.0'
24.0"
TOP OF ROAD
OUTLET INVERT
66"
PLAN VIEW: WATER CONTROL STRUCTURE
PROFILE SECTION VIEW: WATER CONTROL STRUCTURE
INLET ELEVATION OUTLET ELEVATION
NOTES:
WATER CONTROL STRUCTURE FABRICATION
1.) FABRICATE WCS SIMILAR TO PHOTOS DEPICTED ON SHEET A16.
2.) WCS MATERIALS: SEE SPECIFICATIONS SECTION 055000 (METAL FABRICATION).
3.) SLIDE GATE HAND WHEEL SHALL BE 16" MINIMUM DIAMETER
4.) WOOD STOP LOGS: SEE SPECIFICATION SECTION 061063 (EXTERIOR ROUGH
CARPENTRY).
5.) WELD METAL BARS TO INSIDE OF METAL GATES:
SEE SECTION 055000 (METAL FABRICATION)
CONDUIT (CULVERT) DIMENSIONS AND MATERIALS
1.) CULVERT DIMENSIONS: 60" CMP ROUND BY 20' LONG
2.) CULVERT MATERIALS: SEE SPECIFICATIONS 334213 (PIPE CULVERT).
SHEET PILE WINGWALL FABRICATION AND ATTACHMENT
1.) WINGWALL FABRICATION: SEE SPECIFICATIONS SECTION 314116 (SHEET PILING).
2.) SHEET PILE WALLS ATTACHED TO WCS BY WELDING OR STAINLESS STEEL BOLTS.
AutoCAD SHX Text 5.0'
AutoCAD SHX Text 7.0'
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DESIGNED
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DRAWN
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CHECKED
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DATE
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DRAWING NO.
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SHEET
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SUB-SHEET
AutoCAD SHX Text A17
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6R-CO-1313-21-060
AutoCAD SHX Text 5/12/2021
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EGH
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JBM
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W.RICE
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BACA NWR
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FISH PASSAGE PROJECTS
NEW CULVERT 10.1 WCS GATE
STEEL BEAM WELDED TO
SHEET METAL WALL
TIE ROD
TURN BUCKLE
SHEET METAL WALL SHEET METAL WALL
SHEETPILE
ANCHOR
TURN
BUCKLE
STEEL EYE WELDED TO
SHEET METAL WALL
NOTES: ANCHORED SHEET METAL WALL DETAILS
1.) SHEET METAL WALL ANCHORS ARE LOCATED 1' BELOW
FINISHED TOP SURFACE
2.) SHEET METAL WALL ANCHORS ARE LOCATED AT EACH
TERMINAL END AND AT 5 FT INTERCALS STARTING AT THE
TERMINAL END.
3.) TIE RODS ARE FABRICATED FROM 1" DIAMETER STEEL AND
INCLUDE AT TURN BUCKLE FOR TENSIONING THE ROD.
4.) A STEEL EYE OR EQUIVALENT ATTACHMENT DEVICE IS
WELDED TO THE METAL WALL FOR TIE ROD ATTACHMENT.
5.) SHEETPILE WILL BE CAPPED PER MANUFACTURER
RECOMMENDATIONS.
6.) SHEET METAL WALL STEEL IS WELDED TO A METAL BEAM
THAT IS WELDED TO THE SHEETPILE WHICH HELPS
MAINTAIN STRAIGHTNESS. THE STEEL EYE IS ALSO WELDED
TO THE SHEET METAL WALL.
PLAN VIEW
SHEET METAL WALL ANCHOR SYSTEM WHEN WALLS ARE PARALLEL
CROSS SECTION VIEW
SHEET METAL WALL ANCHOR SYSTEM WHEN WALLS ARE PARALLEL
CROSS SECTION VIEW
SHEET METAL WALL ANCHOR SYSTEM WHEN WALLS ARE PARALLEL
CROSS - SECTION H-H'
TYPICAL CAP ON SHEETPILE
AutoCAD SHX Text
DESIGNED
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DRAWN
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CHECKED
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DATE
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DRAWING NO.
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SHEET
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SUB-SHEET
AutoCAD SHX Text A18
AutoCAD SHX Text
6R-CO-1313-21-060
AutoCAD SHX Text 5/12/2021
AutoCAD SHX Text
EGH
AutoCAD SHX Text
JBM
AutoCAD SHX Text
W.RICE
AutoCAD SHX Text
BACA NWR
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FISH PASSAGE PROJECTS
SHEETPILE DETAILS
| Sheets and Views |
| BACA AUTOCAD JBM-COVER |
| BACA AUTOCAD JBM-A2 |
| BACA AUTOCAD JBM-A3 |
| BACA AUTOCAD JBM-A4 |
| BACA AUTOCAD JBM-A5 |
| BACA AUTOCAD JBM-A6 |
| BACA AUTOCAD JBM-A7 |
| BACA AUTOCAD JBM-A8 |
| BACA AUTOCAD JBM-A9 |
| BACA AUTOCAD JBM-A10 |
| BACA AUTOCAD JBM-A11 |
| BACA AUTOCAD JBM-A12 |
| BACA AUTOCAD JBM-A13 |
| BACA AUTOCAD JBM-A14 |
| BACA AUTOCAD JBM-A15 |
| BACA AUTOCAD JBM-A16 |
| BACA AUTOCAD JBM-A17 |
| BACA AUTOCAD JBM-A18 |
File details come from the government source that posted it. Updated .