09_Combined_Drawings.pdf
PDF 9 MB Posted
- Attached to
- BACA FISH PASSAGE WATER CONTROL STRUCTURES Federal contract opportunity
- Solicitation number
- F17PS00757
About this file
Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| wage_rates.pdf | ||
| 05_Project_Submittal_List_Baca_FP_Proj.pdf | ||
| 08_COMBINED_SPECS.pdf | ||
| Sol_F17PS00757.pdf | ||
| 06_Bid_Schedule_-_Baca_FP_Proj.pdf | ||
| sf_1442_.pdf | ||
| Instruction_to_Offerors.doc | DOC document |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
CULVERT 9.5
FLUME 9.3
CULVERT 9.2
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
AutoCAD SHX Text
FISH AND WILDLIFE SERVICE
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
REGION 6 ENGINEERING - DENVER, COLORADO
AutoCAD SHX Text
REGIONAL ENGINEER
AutoCAD SHX Text
ASS'T. REGIONAL DIR.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET 1 OF 18
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
VICINITY MAP
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
OR
AutoCAD SHX Text
RI
AutoCAD SHX Text
ME
AutoCAD SHX Text
RT
AutoCAD SHX Text
PA
AutoCAD SHX Text
DE
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text
NT
AutoCAD SHX Text
TE
AutoCAD SHX Text
IN
AutoCAD SHX Text E
AutoCAD SHX Text
TH
AutoCAD SHX Text
FISH AND WILDLIFE
AutoCAD SHX Text
SERVICE
AutoCAD SHX Text U.S.
AutoCAD SHX Text
U.S. FISH & WILDLIFE SERVICE
AutoCAD SHX Text
SERVICE
AutoCAD SHX Text
FISH AND WILDLIFE
AutoCAD SHX Text
TH
AutoCAD SHX Text
ME
AutoCAD SHX Text
RT
AutoCAD SHX Text
PA
AutoCAD SHX Text
DE
AutoCAD SHX Text
NT
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text
OR
AutoCAD SHX Text
RI
AutoCAD SHX Text
TE
AutoCAD SHX Text
IN
AutoCAD SHX Text E
AutoCAD SHX Text U.S.
AutoCAD SHX Text
DRAWING INDEX
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PROGRAM SUPERVISOR
AutoCAD SHX Text
DIV. INITIALS / DATE
AutoCAD SHX Text
RESOURCES
AutoCAD SHX Text
CULTURAL
AutoCAD SHX Text
SAFETY/IND
AutoCAD SHX Text
HYGIENIST
AutoCAD SHX Text
FACILITIES
AutoCAD SHX Text
ANY PRINT ACCOMPANYING THIS INVITATION TO BID MAY BE A REDUCED
AutoCAD SHX Text
REPRODUCTION OF THE WORKING DRAWINGS. IF LINE BELOW DOES NOT
AutoCAD SHX Text
MEASURE SIX INCHES IN LENGTH, THE INDICATED SCALES ARE TO BE
AutoCAD SHX Text
ADJUSTED ACCORDINGLY.
AutoCAD SHX Text
%%UNOTE TO BIDDERS:%%
AutoCAD SHX Text
6R-CO-1313-17-014
AutoCAD SHX Text 04/2017
AutoCAD SHX Text
L.HARPER
AutoCAD SHX Text
A.MARTIN
AutoCAD SHX Text
W.RICE
AutoCAD SHX Text
COLORADO
AutoCAD SHX Text
SAGUACHE
AutoCAD SHX Text
BACA NATIONAL WILDLIFE REFUGE
AutoCAD SHX Text
DITCH 9 FISH PASSAGE PROJECTS
AutoCAD SHX Text
BACA
AutoCAD SHX Text
NATIONAL WILDLIFE REFUGE
AutoCAD SHX Text
DITCH 9 FISH PASSAGE PROJECTS
AutoCAD SHX Text
VICINITY MAP, SITE PLAN
AutoCAD SHX Text
AND DRAWING INDEX
AutoCAD SHX Text A2
AutoCAD SHX Text
EXISTING CULVERT 9.2 SITE LAYOUT
AutoCAD SHX Text A3
AutoCAD SHX Text
EXISTING CULVERT 9.2 PLAN & PROFILE
AutoCAD SHX Text A4
AutoCAD SHX Text
NEW CULVERT 9.2 PLAN & PROFILE
AutoCAD SHX Text A5
AutoCAD SHX Text
NEW CULVERT 9.2 CROSS SECTION
AutoCAD SHX Text A6
AutoCAD SHX Text A7
AutoCAD SHX Text
EXISTING CULVERT 9.5 SITE LAYOUT
AutoCAD SHX Text A8
AutoCAD SHX Text
EXISTING CULVERT 9.5 PLAN & PROFILE
AutoCAD SHX Text A9
AutoCAD SHX Text
NEW CULVERT 9.5 PLAN & PROFILE
AutoCAD SHX Text A10
AutoCAD SHX Text
NEW CULVERT 9.5 CROSS SECTION
AutoCAD SHX Text A11
AutoCAD SHX Text
NEW CULVERT 9.5 ROCK RIFFLE
AutoCAD SHX Text A12
AutoCAD SHX Text
EXISTING FLUME SITE LAYOUT
AutoCAD SHX Text A13
AutoCAD SHX Text
EXISTING FLUME PLAN & PROFILE
AutoCAD SHX Text A14
AutoCAD SHX Text
DISCHARGE MEASUREMENT CHANNEL PLAN & PROFILE
AutoCAD SHX Text A15
AutoCAD SHX Text
DISCHARGE MEASUREMENT CHANNEL
AutoCAD SHX Text A16
AutoCAD SHX Text
SHEETPILE DETAILS
AutoCAD SHX Text
NEW CULVERT 9.2 GUIDE RAIL PLAN
AutoCAD SHX Text A17
AutoCAD SHX Text A18
AutoCAD SHX Text
NEW CULVERT 9.2 SHEETPILE PLAN
AutoCAD SHX Text
NEW CULVERT 9.5 SHEETPILE PLAN
TEMPORARY BENCHMARK
ELEVATION=7636.10'
VERTICAL DATUM=NAVD88
CUVERT INLET
SIDE
CRESTONE CREEK
A C
C
ESS R
O A
D A
CCESS RO
A
D
Culvert Replacement Location
Existing Maintenance Facility
Existing Metal Flume
NOTES: EXISTING SITE CONDITIONS CULVERT 9.2
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 A FENCE CORNER
LATITUDE= 37.984136974° N
LONGITUDE=-105.791974624° W
ELEVATION=7636.10'
EXISTING SITE
NO SCALE
CULVERT 9.2 ROAD TOP LOOKING NORTH
CULVERT 9.2 LOOKING UPSTREAM
METAL FLUME LOOKING DOWNSTREAM
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text A2
AutoCAD SHX Text
6R-CO-1313-17-014
AutoCAD SHX Text 04/2017
AutoCAD SHX Text
L.HARPER
AutoCAD SHX Text
A.MARTIN
AutoCAD SHX Text
W.RICE
AutoCAD SHX Text
SITE LAYOUT
AutoCAD SHX Text
BACA NWR
AutoCAD SHX Text
FISH PASSAGE PROJECTS
AutoCAD SHX Text
DITCH 9
EXISTING CULVERT 9.2
AREA OF DENSE
VEGETATION
AREA OF DENSE
VEGETATION
AREA OF DENSE
VEGETATION
PROJECT BENCHMARK No.2, A#6 REBAR, ELEVATION=7636.10'
76357635
76357635
7630 7630
48" CORRUGATED METAL PIPE
INVERT IN EAST=7630.73'
INVERT OUT WEST=7629.84'
48" CORRUGATED METAL PIPE
INVERT IN EAST=7631.51'
INVERT OUT WEST=7628.49'
EXISTING
FLUME
è è èèè èè è è è è è èè è è è
METAL FLUME
INV IN(EAST)=7627.89'
INV OUT(WEST)=7627.41'
APPROXIMATE LOCATION
OF CRUSHED THIRD CULVERT
48" CORRUGATED METAL PIPE
OVERHEAD
POWER LINE
APPROXIMATE LOCATION
TELEPHONE BOX
NORTH EXISTING 48"
CORRUGATED METAL PIPE
INV IN(EAST)=7631.51'
INV OUT(WEST)=7628.49'
SOUTH EXISTING 48"
CORRUGATED METAL PIPE
INV IN(EAST)=7630.73'
INV OUT(WEST)=7629.84'
APPROXIMATE LOCATION OF
CRUSHED MIDDLE EXISITNG
48" CORRUGATED METAL PIPE
EXISTING
ROAD
EXISTING
THALWEG
EXISTING
THALWEG
WATER LEVEL
(09/16/16)
EXISTING
METAL FLUME
SCOUR
POOL
TAIL
CREST
WATER LEVEL
(09/16/16)
EXISTING PLAN VIEW
SCALE: 1"=20'
EXISTING PROFILE VIEW
NOTES: EXISTING CONDITIONS CULVERT 9.2
1.) TOP OF ROAD 7635.7'±, WIDTH: APPROXIMATELY 15'
2.) NORTH 48" DIAMETER, 31' LONG CULVERT
INVERT IN (EAST)= 7631.51'
INVERT OUT (WEST)=7628.49'
3.) MIDDLE CULVERT IS PLUGGED AND NO INFORMATION WAS
COLLECTED-LOCATION IS ESTIMATED
4.) SOUTH 48" DIAMETER, 30' LONG CULVERT
INVERT IN (EAST)=7630.73'
INVERT OUT (WEST)=7629.84'
5.) CHANNEL WIDTH UPSTREAM OF CULVERT: 17' TO 21'
6.) CHANNEL WIDTH DOWNSTREAM OF CULVERT: 12' TO 24'
7.) SOIL IS TYPICALLY SAND AND SMALL GRAVEL
8.) NO INFORMATION ON ROAD BASE
9.) ROAD SURFACE= DIRT
10.) AREAS DENOTED AS "AREA OF DENSE VEGETATION" WERE
NOT SURVEYED
AutoCAD SHX Text T
AutoCAD SHX Text 30+00
AutoCAD SHX Text 30+50
AutoCAD SHX Text 31+00
AutoCAD SHX Text 31+50
AutoCAD SHX Text 32+00
AutoCAD SHX Text 32+50
AutoCAD SHX Text 33+00
AutoCAD SHX Text 33+50
AutoCAD SHX Text 34+00
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text A3
AutoCAD SHX Text
6R-CO-1313-17-014
AutoCAD SHX Text 04/2017
AutoCAD SHX Text
L.HARPER
AutoCAD SHX Text
A.MARTIN
AutoCAD SHX Text
W.RICE
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text
BACA NWR
AutoCAD SHX Text
FISH PASSAGE PROJECTS
AutoCAD SHX Text
DITCH 9
EXISTING CULVERT 9.2
AREA OF DENSE
VEGETATION
AREA OF
DENSE
VEGETATION
PROJECT BENCHMARK No.2, A#6 REBAR ELEVATION=7636.10'
7630 7630
7630 7630
48" CORRUGATED METAL PIPE
TO BE REMOVED
48" CORRUGATED METAL PIPE
TO BE REMOVED
EXISTING
FLUME
è è èè è è è è è è è èè è è
METAL FLUME
TO BE REMOVED
INSTALL A 25' LONG
9'9" X 6'7"12 GAUGE PIPE ARCH
48" CORRUGATED METAL PIPE
TO BE REMOVED
INSTALL A DISHARGE
MEASUREMENT CHANNEL
NEW FILL
LIMIT ESTIMATES
INLET CENTER PT
NORTHING: 1480085.26'
EASTING: 2924498.30'
A
A'
76357635
RE-ALIGN ROAD
OUTLET CENTER PT
NORTHING: 1480085.16'
EASTING: 2924473.89'
SHEETPILE WALL
GUIDE RAIL
LAY BACK SLOPE
PER FIELD ENGINEER
DIRECTION
ACCESS
TO SITE
OVERHEAD POWER LINE
APPROXIMATE LOCATION
TELEPHONE BOX
STATION 31+87.5
ELEVATION= 7632.37'
EXISTING
THALWEG
EXISTING
THALWEG
REMOVE FLUME AND
INSTALL DISCHARGE
MEASUREMENT CHANNEL
(SEE SHEETS A14 - A17)
BED SLOPE
= 0.5%
STATION 31+87.5
ELEVATION= 7635.70' STATION 32+12.5
ELEVATION= 7635.70'
STATION 32+12.5
ELEVATION= 7632.37'
STATION 31+87.5
ELEVATION= 7627.29'
STATION 32+12.5
ELEVATION= 7627.39'
SCOUR
POOL
STATION 31+9.85
ELEVATION= 7630.45
STATION 31+15.85
ELEVATION= 7630.45
INSTALL A 25' LONG
9'9" X 6'7" 12 GAUGE
PIPE ARCH
STATION 32+12.5
ELEVATION= 7625.79'
STATION 31+87.5
ELEVATION= 7625.79'
CULVERT
SLOPE = 0.0%
APPROXIMATE
TIE-IN LOCATION
EXCAVATE
INSTALL GUIDE RAIL
(SEE SHEETS A6)
INSTALL HEADWALLS
(SEE SHEETS A5, A18)
PROPOSED CULVERT 9.2 PLAN VIEW
SCALE: 1"=20'
CULVERT 9.2 PROFILE VIEW
NOTES:
1.) ALL THREE ORIGINAL 48 INCH DIAMETER CULVERTS AND CONCRETE
HEADWALLS ARE TO BE REMOVED AND DISPOSED OF AT A PERMITTED
FACILITY.
2.) CALL BEFORE YOU DIG - UTILITIES EXIST AT THE ROAD CROSSING.
3.) CULVERT LAYOUT TO BE FIELD VERIFIED BY FIELD ENGINEER PRIOR
TO BEING BACKFILLED.
4.) EXISTING ROAD GRADE IS TO BE RECONSTRUCTED TO ITS ORIGINAL
ELEVATION AND RE-ALIGNED PER DRAWINGS.
5.) NEW CULVERT MATERIAL: SEE SPECIFICATIONS SECTION 334213
(PIPE CULVERTS)
6.) APPROXIMATE TIE-IN LOCATION WILL BE DETERMINED BY FIELD
ENGINEER ON SITE.
NEW CULVERT SUMMARY TABLE
SIZE
LENGTH
SLOPE
CORRUGATION
MATERIAL
PLATE THICKNESS
9'-9" X 6'-7" 25'-0"
0.0 %
5" X 1"
STEEL
12 GAUGE
TYPE PIPE ARCH
AREA OF NEW ROAD RE-ALIGNMENT WILL BE SCARIFIED
AND ROAD FILL USED TO BRING NEW ROAD AREA TO
GRADE WITH ELEVATION PER FIELD ENGINEER
DIRECTION.
DISTURBED AREA RE-FORMED TO PRE-CONSTRUCTION
STREAMBANKS WITH RIP-RAP MIX AND NATIVE
MATERIAL (2:1 RATIO). INCORPORATE SLASH AS
DIRECTED IN STREAMBANKS. AREA BEHIND WINGWALLS
WILL BE FILLED TO TOP ELEVATION AND SLOPED AT 2:1
WITH MIXED RIP-RAP TO MEET NATIVE SLOPE.
POST DISTURBED AREA TO BE COVERED WITH JUTE MAT
(60-65% OPEN AREA, 0.45 LBS/SF SHEAR STRESS) AND
STAKED PER MANUFACTURER RECOMMENDATIONS.
AREA OF CHANNEL TO BE EXCAVATED PER DRAWINGS.
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text 30+00
AutoCAD SHX Text 30+50
AutoCAD SHX Text 31+00
AutoCAD SHX Text 31+50
AutoCAD SHX Text 32+00
AutoCAD SHX Text 32+50
AutoCAD SHX Text 33+00
AutoCAD SHX Text 33+50
AutoCAD SHX Text 34+00
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text A4
AutoCAD SHX Text
6R-CO-1313-17-014
AutoCAD SHX Text 04/2017
AutoCAD SHX Text
L.HARPER
AutoCAD SHX Text
A.MARTIN
AutoCAD SHX Text
W.RICE
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text
BACA NWR
AutoCAD SHX Text
FISH PASSAGE PROJECTS
AutoCAD SHX Text
DITCH 9
NEW CULVERT 9.2
CULVERT 9.2 CROSS SECTION A - A' (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: 7635.70 FT
FINAL BACKFILL
INITIAL BACKFILL
BEDDING
NATIVE MATERIAL BACKFILL
TABLE 1.
BONE ROCK
TABLE 2.
STREAM MATERIAL
CULVERT 9.2 INFILL CROSS SECTION B - B' (TYPICAL)
NOT TO SCALE
CULVERT 9.2 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
4"
3"
1"
8 "
#10
D100
D85
D50
D30
D15
18"
15"
9"
7"
4"
D100
D85
D50
D30
D15
% PASSING MATERIAL SIZE
MATERIAL
SIZE% PASSING
D10 #40
CULVERT
OUTLET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text
BACA NWR
AutoCAD SHX Text
DITCH 9
AutoCAD SHX Text
FISH PASSAGE PROJECTS
AutoCAD SHX Text
W.RICE
AutoCAD SHX Text
E.RYAN
AutoCAD SHX Text
L.HARPER
AutoCAD SHX Text 04/2017
AutoCAD SHX Text
6R-CO-1313-17-014
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NEW CULVERT 9.2
AutoCAD SHX Text
CROSS SECTION
AutoCAD SHX Text A5
AutoCAD SHX Text 6"
AutoCAD SHX Text B
AutoCAD SHX Text B'
AutoCAD SHX Text 1'
1.5' (MIN)
AREA OF DENSE VEGETATION
PROJECT BENCHMARK No.2, A#6 REBAR
ELEVATION=7636.10'
7630 7630 è è è è
LOW SPOT=7627.84'LOW SPOT=7623.81'
LOW SPOT=7626.95'
RE-ALIGN ROAD
INSTALL A 25' LONG
9'9" X 6'7" 12 GAUGE PIPE ARCH
SHEETPILE WALL
GUIDE RAIL
OVERHEAD POWER LINE
APPROXIMATE LOCATION
TELEPHONE BOX
PROPOSED CULVERT 9.2 PLAN VIEW
SCALE: 1" = 15'
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.
3.) SHEETPILE MATERIAL: SEE SPECIFICATIONS SECTION 314116 (SHEET PILING).
4.) RE-ALIGN ROAD TO BE ACROSS MIDDLE OF NEW CROSSING.
5.) SHEETPILE AND GUIDE RAIL ARE CENTERED OVER CENTERLINE OF NEW CULVERT.
CULVERT 9.2 INLET ELEVATION VIEW
NOT TO SCALE
CULVERT 9.2 OUTLET ELEVATION VIEW
NOT TO SCALE
TYPICAL ROAD CROSSING LAYOUT
3.33'
2.08'
12.0'
4.0' WINGWALL 4.0' WINGWALL
25.0' HEADWALL
3.33'
2.08'
12.0'
4.0' WINGWALL 4.0' WINGWALL
25.0' HEADWALL
INVERT
ELEVATION = 7625.79'
INVERT
ELEVATION = 7625.79'
TOP OF HEADWALL
ELEVATION = 7635.70'
TOP OF HEADWALL
ELEVATION = 7635.70'
BOTTOM OF HEADWALL
ELEVATION = 7623.70'
BOTTOM OF HEADWALL
ELEVATION = 7623.70'
7.63' 7.63'
7.63' 7.63'
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text
BACA NWR
AutoCAD SHX Text
DITCH 9
AutoCAD SHX Text
FISH PASSAGE PROJECTS
AutoCAD SHX Text
W.RICE
AutoCAD SHX Text
E.RYAN
AutoCAD SHX Text
L.HARPER
AutoCAD SHX Text 04/2017
AutoCAD SHX Text
6R-CO-1313-17-014
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NEW CULVERT 9.2
AutoCAD SHX Text
SHEETPILE PLAN
A6
PROJECT BENCHMARK No.2, A#6 REBAR
ELEVATION=7636.10'
7630 7630 è è è
LOW SPOT=7627.84'LOW SPOT=7623.81'
RE-ALIGN ROAD
INSTALL A 25' LONG
9'9" X 6'7" 12 GAUGE PIPE ARCH
SHEETPILE WALL
GUIDE RAIL
OVERHEAD POWER LINE
APPROXIMATE LOCATION
TELEPHONE BOX
CULVERT 9.2 GUIDE RAIL PLAN VIEW
SCALE: 1" = 10'
NOTES: GUIDE RAIL DESIGN
1.) GUIDE RAIL ARE FABRICATED FROM 6" DIAMETER STEEL PIPE, MINIMUM THICKNESS
OF 6 GAGE.
2.) ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AWS D1.1.
3.) RAILS WILL BE PAINTED WHITE WITH A PRIME COAT AND TOP COAT(S) AS APPLICABLE
TO REACH CONSISTENT COLOR. PIPES WILL BE PREPARED FOR PAINTING AND PAINTED
AND IN ACCORDANCE WITH STEEL STRUCTURES PAINTING COUNCIL (SSPC) AND AASHTO.
GUIDE RAIL PLAN DETAIL
NOT TO SCALE
GUIDE RAIL CROSS SECTION DETAIL
NOT TO SCALE
GUIDERAIL PROFILE DETAIL
NOT TO SCALE
EXAMPLE OF COMPLETED GUIDE RAIL AT DITCH 9
25.0'
BETWEEN HEADWALLS
1.0' 1.0'
4.0'
25.0'4.33' 4.33'
4.0' 4.0' 4.0' 4.0' 4.0'
TOP OF
ROAD2.0'
2.5'
TOP OF FINISHED ROAD
@ CENTERLINE
ELEVATION = 7635.70 FT
5.0' LONG
25.0'
LEGS SPACED
4.0' ON CENTER
2.0'
2.5'
5.0' LONG
30°
30°
ON ROAD TO REFUGE OFFICES
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text
BACA NWR
AutoCAD SHX Text
DITCH 9
AutoCAD SHX Text
FISH PASSAGE PROJECTS
AutoCAD SHX Text
W.RICE
AutoCAD SHX Text
E.RYAN
AutoCAD SHX Text
L.HARPER
AutoCAD SHX Text 03/2017
AutoCAD SHX Text
6R-CO-1313-17-014
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NEW CULVERT 9.2
AutoCAD SHX Text
GUIDE RAIL PLAN
A7
A C
C
ESS R
O A
D
ACCESS ROAD
CRESTONE CREEK
CUVERT INLET
SIDE
Culvert Replacement Location
TEMPORARY BENCHMARK
ELEVATION=7630.12'
VERTICAL DATUM=NAVD88
NOTES: EXISTING SITE CONDITIONS CULVERT 9.5
1.) ELEVATIONS & LOCATIONS ARE TIED TO A
TEMPORARY BENCHMARK (TBM) AS NORTH
AMERICAN VERTICAL DATUM 1988
2.) TBM LOCATION & ELEVATION: A 3.25" ALUMINUM CAP
MARKED "AP23 BNWR" LOCATED IN FENCE CORNER
LATITUDE= 37.983100407° N
LONGITUDE=-105.767186669° W
ELEVATION=7630.12'
EXISTING SITE
NO SCALE
CULVERT 9.5 LOOKING UPSTREAM AT CULVERT-POOL
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text A8
AutoCAD SHX Text
6R-CO-1313-17-014
AutoCAD SHX Text 04/2017
AutoCAD SHX Text
L.HARPER
AutoCAD SHX Text
A.MARTIN
AutoCAD SHX Text
W.RICE
AutoCAD SHX Text
SITE LAYOUT
AutoCAD SHX Text
BACA NWR
AutoCAD SHX Text
FISH PASSAGE PROJECTS
AutoCAD SHX Text
DITCH 9
EXISTING CULVERT 9.5
AREA
OF
DENSE
VEGETATION
762076207620
42" CORRUGATED METAL PIPE
INVERT IN EAST=7622.48'
INVERT OUT WEST=7621.03'
è è è è è è è è èè è è è èè è è èè è è
EXISTING ROAD
CENTERLINE
STATION=14+06.7
EXISTING
THALWEG
EXISTING 42" CORRUGATED METAL PIPE
INV IN(EAST)=7622.48'
INV OUT(WEST)=7621.03' WATER LEVEL
(9/16/16)
EXISTING
THALWEG
SCOUR
POOL
TAIL
CREST
WATER LEVEL
(9/16/16)
EXISTING PLAN VIEW
SCALE: 1"=20'
EXISTING PROFILE VIEW
NOTES: EXISTING CONDITIONS CULVERT 9.5
1.) TOP OF ROAD 7630.5'±, WIDTH: APPROXIMATELY 17'
2.) 42" DIAMETER, 65' LONG CULVERT
INVERT IN (EAST)= 7622.48'
INVERT OUT (WEST)=7621.03'
3.) CHANNEL WIDTH UPSTREAM OF CULVERT: 12'
4.) CHANNEL WIDTH DOWNSTREAM OF CULVERT: 55' to 12'
5.) SOIL IS TYPICALLY SAND AND SMALL GRAVEL
6.) NO INFORMATION ON ROAD BASE
7.) ROAD SURFACE= DIRT
AutoCAD SHX Text 11+50
AutoCAD SHX Text 12+00
AutoCAD SHX Text 12+50
AutoCAD SHX Text 13+00
AutoCAD SHX Text 13+50
AutoCAD SHX Text 14+00
AutoCAD SHX Text 14+50
AutoCAD SHX Text 15+00
AutoCAD SHX Text 15+50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text A9
AutoCAD SHX Text
6R-CO-1313-17-014
AutoCAD SHX Text 04/2017
AutoCAD SHX Text
L.HARPER
AutoCAD SHX Text
A.MARTIN
AutoCAD SHX Text
W.RICE
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text
BACA NWR
AutoCAD SHX Text
FISH PASSAGE PROJECTS
AutoCAD SHX Text
DITCH 9
EXISTING CULVERT 9.5
762076207620
42" CORRUGATED METAL PIPE
TO BE REMOVED
è è è è è è è è èè è è è è èè è è
INSTALL A 30' LONG
9'9" X 6'7" 12 GAUGE
PIPE ARCH
INSTALL A
ROCK RIFFLE
OUTLET CENTER PT
NORTHING: 1479798.53'
EASTING: 2922974.34' C'
C
INLET CENTER PT
NORTHING: 1479801.98'
EASTING: 2923004.14'
RE-ALIGN ROAD
SHEETPILE
WALL
LAY BACK SLOPE
PER FIELD ENGINEER
DIRECTION
EXISTING
THALWEG
INSTALL A 30' LONG
9'9" X 6'7" 12 GAUGE
PIPE ARCH
EXISTING
THALWEG
SCOUR
POOL
INSTALL ROCK RIFFLE
(SEE SHEET A13)
CULVERT
SLOPE = 3.0%
STATION 14+17.85
ELEVATION= 7630.52'
STATION 14+17.85
ELEVATION= 7626.55'
STATION 13+89.35
ELEVATION= 7625.65'
STATION 13+68.75
ELEVATION= 7620.20'
STATION 14+17.85
ELEVATION= 7621.72'
STATION 14+17.85
ELEVATION= 7619.97'
STATION 12+74.90
ELEVATION= 7620.20'STATION 12+57.90
ELEVATION= 7619.95'
PROPOSED ROAD CENTERLINE
STATION=14+04.35STATION 13+89.35
ELEVATION= 7630.52'
STATION 14+77.90
ELEVATION= 7622.30'
EXCAVATE
STREAMBED
RIFFLE
SLOPE = 3.0%
CULVERT RIFFLE MATERIAL
1.75' AVG DEPTH
RIFFLE MATERIAL
1.0' DEPTH AT
UPSTREAM ENDSTATION 13+89.35
ELEVATION= 7619.07'
STATION 13+89.35
ELEVATION= 7620.82'
INSTALL HEADWALLS
(SEE SHEETS A12, A18)
PROPOSED CULVERT 9.5 PLAN VIEW
SCALE: 1"=20'
CULVERT 9.5 PROFILE VIEW
NOTES:
1.) REMOVE ORIGINAL 42 INCH DIAMETER CULVERT AND
DISPOSE OF AT A PERMITTED FACILITY.
2.) CALL BEFORE YOU DIG
3.) CULVERT LAYOUT TO BE FIELD VERIFIED BY FIELD
ENGINEER PRIOR TO BEING BACKFILLED.
4.) EXISTING ROAD GRADE IS TO BE RECONSTRUCTED TO
ITS ORIGINAL ELEVATION AND RE-ALIGNED PER DRAWINGS.
5.) APPROXIMATE TIE-IN LOCATIONS WILL BE
DETERMINED BY FIELD ENGINEER ON SITE.
NEW CULVERT SUMMARY TABLE
SIZE
LENGTH
SLOPE
CORRUGATION
MATERIAL
PLATE THICKNESS
9'-9" X 6'-7"
30'-0"
3.0 %
5" X 1"
STEEL
12 GAUGE
TYPE PIPE ARCH
AREA OF NEW ROAD RE-ALIGNMENT WILL BE SCARIFIED
AND ROAD FILL USED TO BRING NEW ROAD AREA TO
GRADE OR PER FIELD ENGINEER DIRECTION.
DISTURBED AREA RE-FORMED TO PRE-CONSTRUCTION
STREAMBANKS WITH RIP-RAP MIX AND NATIVE
MATERIAL (2:1 RATIO). INCORPORATE SLASH AS
DIRECTED IN STREAMBANKS. AREA BEHIND WINGWALLS
WILL BE FILLED TO TOP ELEVATION AND SLOPED AT 2:1
WITH MIXED RIP-RAP TO MEET NATIVE SLOPE.
POST DISTURBED AREA TO BE COVERED WITH JUTE MAT
(60-65% OPEN AREA, 0.45 LBS/SF SHEAR STRESS) AND
STAKED PER MANUFACTURER RECOMMENDATIONS.
AutoCAD SHX Text 11+50
AutoCAD SHX Text 12+00
AutoCAD SHX Text 12+50
AutoCAD SHX Text 13+00
AutoCAD SHX Text 13+50
AutoCAD SHX Text 14+00
AutoCAD SHX Text 14+50
AutoCAD SHX Text 15+00
AutoCAD SHX Text 15+50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text A10
AutoCAD SHX Text
6R-CO-1313-17-014
AutoCAD SHX Text 04/2017
AutoCAD SHX Text
L.HARPER
AutoCAD SHX Text
A.MARTIN
AutoCAD SHX Text
W.RICE
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text
BACA NWR
AutoCAD SHX Text
FISH PASSAGE PROJECTS
AutoCAD SHX Text
DITCH 9
NEW CULVERT 9.5
CULVERT 9.5 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: 7630.52 FT
FINAL BACKFILL
INITIAL BACKFILL
BEDDING
NATIVE MATERIAL BACKFILL
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 9.5 INFILL CROSS SECTION D - D' (TYPICAL)
NOT TO SCALE
CULVERT 9.5 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
% PASSING MATERIAL SIZE
MATERIAL
SIZE% PASSING
D10 #40
CULVERT
OUTLET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text
BACA NWR
AutoCAD SHX Text
DITCH 9
AutoCAD SHX Text
FISH PASSAGE PROJECTS
AutoCAD SHX Text
W.RICE
AutoCAD SHX Text
E.RYAN
AutoCAD SHX Text
L.HARPER
AutoCAD SHX Text 04/2017
AutoCAD SHX Text
6R-CO-1313-17-014
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NEW CULVERT 9.5
AutoCAD SHX Text
CROSS SECTION
AutoCAD SHX Text A11
AutoCAD SHX Text 6"
AutoCAD SHX Text D
AutoCAD SHX Text D'
AutoCAD SHX Text 1.25'
1.75'
42" CORRUGATED METAL PIPE
TO BE REMOVED
è è è è è
LOW SPOT=7616.63'
LOW SPOT=7622.55'
INSTALL A 30' LONG
9'9" X 6'7" 12 GAUGE
PIPE ARCHINSTALL A
ROCK RIFFLE
OUTLET CENTER PT
NORTHING: 1479798.53'
EASTING: 2922974.34'
C'
C
INLET CENTER PT
NORTHING: 1479801.98'
EASTING: 2923004.14'
RE-ALIGN ROAD
SHEETPILE
WALL
PROPOSED CULVERT 9.5 PLAN VIEW
SCALE: 1" = 15'
CULVERT 9.5 INLET ELEVATION VIEW
NOT TO SCALE
CULVERT 9.5 OUTLET ELEVATION VIEW
NOT TO SCALE
TYPICAL ROAD CROSSING LAYOUT
3.97'
3.45'
14.0'
4.0' WINGWALL 4.0' WINGWALL
25.0' HEADWALL
4.87'
2.55'
14.0'
4.0' WINGWALL 4.0' WINGWALL
25.0' HEADWALL
INVERT
ELEVATION = 7619.97'
INVERT
ELEVATION = 7619.07'
TOP OF HEADWALL
ELEVATION = 7630.52'
TOP OF HEADWALL
ELEVATION = 7630.52'
BOTTOM OF HEADWALL
ELEVATION = 7616.52'
BOTTOM OF HEADWALL
ELEVATION = 7616.52'
7.63' 7.63'
7.63' 7.63'
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.
3.) SHEETPILE MATERIAL: SEE SPECIFICATIONS SECTION 314116 (SHEET PILING).
4.) RE-ALIGN ROAD TO BE ACROSS MIDDLE OF NEW CROSSING.
5.) SHEETPILE AND GUIDE RAIL ARE CENTERED OVER CENTERLINE OF NEW CULVERT.
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text
BACA NWR
AutoCAD SHX Text
DITCH 9
AutoCAD SHX Text
FISH PASSAGE PROJECTS
AutoCAD SHX Text
W.RICE
AutoCAD SHX Text
E.RYAN
AutoCAD SHX Text
L.HARPER
AutoCAD SHX Text 04/2017
AutoCAD SHX Text
6R-CO-1313-17-014
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NEW CULVERT 9.5
AutoCAD SHX Text
SHEETPILE PLAN
A12
SLOPE 68:14:1
E E'
ROCK RIPRAP
F'
F 4'
FLOW
2'
ROCK RIFFLE PLAN VIEW
NOT TO SCALE
8' 12
EXISTING STREAM BED
CREST
EXISTING STREAM BED
EMERGENT BOULDERS
1.0'
SECTION E-E'
NOT TO SCALE
2' M
IN
2'
ORIGINAL STREAM BOTTOM
1h3
1' MIN COVER
BACK FILL
BACK FILL
"V" SHAPED
CREST
CONTROL
SECTION F-F'
NOT TO SCALE
8'
NOTES: ROCK RIFFLE DESIGN
1.) RIFFLE WILL BE CONSTRUCTED AT THE APPROXIMATE LOCATION
WHERE THE TAILCREST EXISTS. EXACT LOCATION WILL BE STAKED
BEFORE CONSTRUCTION BEGINS.
RIFFLE DIMENSIONS
1.) RIFFLE CREST HEIGHT: 0.25 FEET
2.) RIFFLE CREST ELEV: 7620.20'
3.) EMBEDMENT DEPTH: 2 FEET
4.) ROCK RIFFLE BASE WIDTH (PARALLEL TO CHANNEL): 18 FEET
5.) ROCK RIFFLE LENGTH (PERPENDICULAR TO CHANNEL): 12 FEET
6.) RIPRAP GRADATION REQUIREMENTS: SEE SPECIFICATIONS SECTION
313700 (RIPRAP).
7.) APPROXIMATE VOLUME OF RIPRAP: 9 CYD
8.) APPROXIMATE VOLUME OF GRAVEL: 4 CYD
9.) RIFFLE CREST "V' SHAPE WILL BE FIELD VERIFIED BY FIELD
ENGINEER PRIOR TO BACKFILL.
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text
BACA NWR
AutoCAD SHX Text
DITCH 9
AutoCAD SHX Text
FISH PASSAGE PROJECTS
AutoCAD SHX Text
B.RICE
AutoCAD SHX Text
W.STANCILL
AutoCAD SHX Text
L.HARPER
AutoCAD SHX Text 04/2017
AutoCAD SHX Text
6R-CO-1313-17-014
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NEW CULVERT 9.5
AutoCAD SHX Text
ROCK RIFFLE
A13
TEMPORARY BENCHMARK
ELEVATION=7636.10'
VERTICAL DATUM=NAVD88
CUVERT INLET
SIDE
CRESTONE CREEK
A C
C
ESS R
O A
D A
CCESS RO
A
D
Culvert Replacement Location
Existing Maintenance Facility
Existing Metal Flume
NOTES: EXISTING SITE CONDITIONS FLUME
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 A
FENCE CORNER
LATITUDE= 37.984136974° N
LONGITUDE=-105.791974624° W
ELEVATION=7636.10'
EXISTING SITE
NO SCALE
EXISTING METAL FLUME LOOKING DOWNSTREAM
EXAMPLE OF COMPLETED DISCHARGE MEASUREMENT CHANNEL
(INSTALLED IN 2016 ON DITCH 12)
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text A14
AutoCAD SHX Text
6R-CO-1313-17-014
AutoCAD SHX Text 04/2017
AutoCAD SHX Text
L.HARPER
AutoCAD SHX Text
A.MARTIN
AutoCAD SHX Text
W.RICE
AutoCAD SHX Text
SITE LAYOUT
AutoCAD SHX Text
BACA NWR
AutoCAD SHX Text
FISH PASSAGE PROJECTS
AutoCAD SHX Text
DITCH 9
EXISTING FLUME
AREA OF DENSE VEGETATION7635
48" CORRUGATED METAL PIPE
INVERT IN EAST=7630.73'
INVERT OUT WEST=7629.84'
EXISTING
FLUME
è è èèè è è è è è
METAL FLUME
INV IN(EAST)=7627.89'
INV OUT(WEST)=7627.41'
APPROXIMATE LOCATION
OF CRUSHED THIRD CULVERT
48" CORRUGATED METAL PIPE
48" CORRUGATED METAL PIPE
INVERT IN EAST=7631.51'
INVERT OUT WEST=7628.49'
EXISTING
ROAD
EXISTING
THALWEG
WATER LEVEL
(9/16/16)
SCOUR
POOL
TAIL
CREST
EXISTING METAL FLUME
INV IN(EAST)=7627.89'
INV OUT(WEST)=7627.41'
THREE EXISTING
CORRUGATED METAL PIPES
EXISTING PLAN VIEW
SCALE: 1"=10'
EXISTING PROFILE VIEW
NOTES: EXISTING SITE CONDITIONS FLUME
1.) 13' LONG METAL FLUME
INVERT IN (EAST)= 7627.89'
INVERT OUT (WEST)=7627.41'
2.) CHANNEL WIDTH UPSTREAM OF FLUME: 12' TO 24'
3.) CHANNEL WIDTH DOWNSTREAM OF FLUME: 12' TO 15'
4.) NO INFORMATION ON SOIL TYPE OR CONDITION
BUT TYPICALLY SAND AND GRAVEL.
AutoCAD SHX Text 30+00
AutoCAD SHX Text 30+50
AutoCAD SHX Text 31+00
AutoCAD SHX Text 31+50
AutoCAD SHX Text 32+00
AutoCAD SHX Text 32+50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text A15
AutoCAD SHX Text
6R-CO-1313-17-014
AutoCAD SHX Text 04/2017
AutoCAD SHX Text
L.HARPER
AutoCAD SHX Text
A.MARTIN
AutoCAD SHX Text
W.RICE
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text
BACA NWR
AutoCAD SHX Text
FISH PASSAGE PROJECTS
AutoCAD SHX Text
DITCH 9
EXISTING FLUME
EXISTING
FLUME
è è èè è è è è
METAL FLUME
TO BE REMOVED
INSTALL A DISHARGE
MEASUREMENT CHANNEL
NEW FILL
LIMIT ESTIMATES
SHEETPILE WALL
RE-ALIGN
ROAD
INSTALL A 25' LONG
9'9" X 6'7" 12 GAUGE PIPE ARCH
GUIDE RAIL
ACCESS
TO SITE
EXISTING
THALWEG
SCOUR
POOL
NEW
CULVERT
REMOVE FLUME AND
INSTALL DISCHARGE
MEASUREMENT CHANNEL
(SEE SHEETS A14 - A17)
STATION 31+9.85
ELEVATION= 7630.45
STATION 31+15.85
ELEVATION= 7630.45
STATION 31+87.5
ELEVATION= 7627.29'
EXCAVATE
PROPOSED DISCHARGE MEASUREMENT PLAN VIEW
SCALE: 1"=10'
DISCHARGE MEASUREMENT CHANNEL PROFILE VIEW
NOTES:
1.) EXISTING METAL FLUME IS TO BE REMOVED AND
DISPOSED OF AT A PERMITTED FACILITY.
2.) CALL BEFORE YOU DIG
3.) NEW DISCHARGE MEASUREMENT CHANNEL LAYOUT
AND LOCATION TO BE FIELD VERIFIED BY FIELD
ENGINEER PRIOR TO BEING BACKFILLED.
AutoCAD SHX Text 30+00
AutoCAD SHX Text 30+50
AutoCAD SHX Text 31+00
AutoCAD SHX Text 31+50
AutoCAD SHX Text 32+00
AutoCAD SHX Text 32+50
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text A16
AutoCAD SHX Text
6R-CO-1313-17-014
AutoCAD SHX Text 04/2017
AutoCAD SHX Text
L.HARPER
AutoCAD SHX Text
A.MARTIN
AutoCAD SHX Text
W.RICE
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text
BACA NWR
AutoCAD SHX Text
FISH PASSAGE PROJECTS
AutoCAD SHX Text
DITCH 9
DISCHARGE MEASUREMENT CHANNEL
NOTES: DISCHARGE MEASUREMENT CHANNEL DESIGN
1.) DISCHARGE CHANNEL FABRICATION: SEE SPECIFICATIONS SECTION 055000
METAL FABRICATION). WINGWALLS AND CHANNEL ARE ONE UNIT.
2.) DISCHARGE CHANNEL FABRICATED WITH FIVE 6" HIGH RIBS ORIENTATED
PERPENDICULAR WITH BANKLINE.
3.) AREA BETWEEN RIBS WILL BE FILLED WITH GRAVEL.
4.) EXCAVATE CHANNEL AND BANKLINE TO BACKFILL WITH FLOWABLE FILL.
EMBED STEEL EMBEDMENT- LEGS & WALL EXTENSION INTO FLOWABLE
FILL SO TOP OF RIBS ARE FLUSH WITH CHANNEL SURFACE.
5.) WINGWALLS 5' LONG AND ORIENTATED 45 DEGREES FROM CHANNEL BANK.
0.5'
2.0' WALL EXTENSTION
2.0' WALL EXTENSION8.0'
3.0'
2.0'
TOP OF BANK
TOP OF BANKTOP OF RIB
SET COINCIDENT
WITH CHANNEL
SURFACE
TOP OF RIB
(1.5' SPACING)
WINGWALL (5' LONG)
2' WALL EXTENSION
2' WALL EXTENSION
PLAN VIEW: DISCHARGE-MEASUREMENT CHANNEL
FRONT ELEVATION VIEW: DISCHARGE-MEASUREMENT CHANNEL G-G'
6.0'
WINGWALL
(5' LONG)
8.0'
CHANNEL
WINGWALL
(5' LONG)
FLOW
PROFILE VIEW: OUTSIDE EDGE OF DISCHARGE-MEASUREMENT CHANNEL
EMBEDMENT LEG
EXTERIOR EDGE OF EMBEDMENT LEG
COINCIDENT WITH TOP OF BANK
TOP OF RIB
COINCIDENT WITH CHANNEL SURFACE
0.5'
WALL EXTENSION ATTACHED
PERPENDICULAR TO THIS POINT EXTERIOR EDGE CHANNEL WALL
INTERIOR EDGE CHANNEL WALL
CHANNEL WALL
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text
BACA NWR
AutoCAD SHX Text
DITCH 9
AutoCAD SHX Text
FISH PASSAGE PROJECTS
AutoCAD SHX Text
W.RICE
AutoCAD SHX Text
W.STANCILL
AutoCAD SHX Text
L.HARPER
AutoCAD SHX Text 04/2017
AutoCAD SHX Text
6R-CO-1313-17-014
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DISCHARGE MEASUREMENT
AutoCAD SHX Text
CHANNEL
AutoCAD SHX Text A17
AutoCAD SHX Text G
G'
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 INTERVALS STARTING AT THE TERMINAL END.
3.) TIE RODS ARE FABRICATED FROM 1" DIAMETER STEEL AND INCLUDE A
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.
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 NOT PARALLEL
CROSS-SECTION H-H'
TYPICAL CAP ON SHEETPILE
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text A18
AutoCAD SHX Text
6R-CO-1313-17-014
AutoCAD SHX Text 04/2017
AutoCAD SHX Text
L.HARPER
AutoCAD SHX Text
W.STANCILL
AutoCAD SHX Text
B.RICE
AutoCAD SHX Text
BACA NWR
AutoCAD SHX Text
FISH PASSAGE PROJECTS
AutoCAD SHX Text
DITCH 9
AutoCAD SHX Text
SHEETPILE DETAILS
AutoCAD SHX Text
TIE ROD
AutoCAD SHX Text
TURN BUCKLE
AutoCAD SHX Text
STEEL BEAM WELDED TO SHEET METAL WALL
AutoCAD SHX Text
SHEET METAL WALL
AutoCAD SHX Text
TURN BUCKLE
AutoCAD SHX Text
STEEL EYE WELDED TO SHEET METAL WALL
AutoCAD SHX Text
SHEETPILE ANCHOR
AutoCAD SHX Text H
H'
| Sheets and Views |
| B&W_ER_4-22-17_R01751 US FISH AND WILDLIFE BACA 2-7-2017-SITE MAP |
| B&W_ER_4-22-17_R01751 US FISH AND WILDLIFE BACA 2-7-2017-SHEET 2 EXISTING 9.2 |
| B&W_ER_4-22-17_R01751 US FISH AND WILDLIFE BACA 2-7-2017-SHEET 3 PLAN & PROFILE 9.2 |
| B&W_ER_4-22-17_R01751 US FISH AND WILDLIFE BACA 2-7-2017-SHEET 4 NEW PLAN & PROFILE 9.2 |
| B&W_ER_4-22-17_R01751 US FISH AND WILDLIFE BACA 2-7-2017-SHEET 5 CULVERT 9.2 CROSS SECTION |
| B&W_ER_4-22-17_R01751 US FISH AND WILDLIFE BACA 2-7-2017-SHEET 6 SHEETPILE 9.2 |
| B&W_ER_4-22-17_R01751 US FISH AND WILDLIFE BACA 2-7-2017-SHEET 7 GUIDERAIL 9.2 |
| B&W_ER_4-22-17_R01751 US FISH AND WILDLIFE BACA 2-7-2017-SHEET 8 EXISTING 9.5 |
| B&W_ER_4-22-17_R01751 US FISH AND WILDLIFE BACA 2-7-2017-SHEET 9 PLAN & PROFILE 9.5 |
| B&W_ER_4-22-17_R01751 US FISH AND WILDLIFE BACA 2-7-2017-SHEET 10 NEW PLAN & PROFILE 9.5 |
| B&W_ER_4-22-17_R01751 US FISH AND WILDLIFE BACA 2-7-2017-SHEET 11 CULVERT 9.5 CROSS SECTION |
| B&W_ER_4-22-17_R01751 US FISH AND WILDLIFE BACA 2-7-2017-SHEET 12 SHEETPILE 9.5 |
| B&W_ER_4-22-17_R01751 US FISH AND WILDLIFE BACA 2-7-2017-SHEET 13 RIFFLE 9.5 |
| B&W_ER_4-22-17_R01751 US FISH AND WILDLIFE BACA 2-7-2017-SHEET 14 EXISTING FLUME |
| B&W_ER_4-22-17_R01751 US FISH AND WILDLIFE BACA 2-7-2017-SHEET 15 PLAN & PROFILE FLUME |
| B&W_ER_4-22-17_R01751 US FISH AND WILDLIFE BACA 2-7-2017-SHEET 16 NEW PLAN & PROFILE DISCHARGE |
| B&W_ER_4-22-17_R01751 US FISH AND WILDLIFE BACA 2-7-2017-SHEET 17 DISCHARGE |
| B&W_ER_4-22-17_R01751 US FISH AND WILDLIFE BACA 2-7-2017-SHEET 18 SHEETPILE DETAIL |
| 2017-06-05T12:27:14-0600 | |
| LORRI HARPER |
File details come from the government source that posted it. Updated .