A-10_Attachment_3_Maps_and_Drawings.pdf
PDF 6 MB Posted
- Attached to
- Trickle Park Culvert Replacement Federal contract opportunity
- Solicitation number
- 1282MK18Q0012
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Attachment 3 - Maps and Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| A-10_Attachment_5_Questions_&_Answers.docx | DOCX document | |
| A-10_1282MK18Q0012.pdf | ||
| A-10_Attachment_A1_UtilizationBioBasedProducts.docx | DOCX document | |
| A-10_Attachment_A3_Experience_Questionnaire.docx | DOCX document | |
| A-10_Attachment_1_Forest_Service_Supplemental_Specifications.docx | DOCX document | |
| A-10_Attachment_4_Wage_Determination.txt | TXT text file | |
| A-10_Attachment_A2_Payment_Bond_SF25A.pdf | ||
| A-10_Attachment_2_Index.docx | DOCX document |
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PROJECT LOCATION
VICINITY MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
INDEX OF SHEETS
SHEET SHEET TITLE DATE
CS-01 COVER SHEET
GN-01 GENERAL NOTES
EQ-01 ESTIMATE OF QUANTITIES
SP-01 SITE PLAN
RD-01 ROAD DETAILS
CD-01 CULVERT DETAILS
CD-02 ARMOR FLEX & ENERGY DISSIPATER
DYO
STRUCTURAL PLATE (CULVERT)
OPTIONAL BID ITEMS
CH-01 UPSTREAM CHANNEL SITE PLAN
CH-02
UPSTREAM CHANNEL PLAN + PROFILE
0+00-1+00
CH-03
UPSTREAM CHANNEL PLAN + PROFILE
1+00-1+40
CH-04
UPSTREAM CHANNEL TYPICAL
SECTIONS
CH-05
UPSTREAM CHANNEL TYPICAL
SECTIONS & GRADE DROP
FROM CEDAREDGE, COLORADO DRIVE NORTH ON STATE HIGHWAY
65 FOR 16.2 MILES TO THE INTERSECTION WITH NATIONAL FOREST
SERVICE ROAD (NFSR) 121 - TRICKEL PARK. TURN RIGHT. DRIVE
10.96 MILES ON NFSR 121. DRIVE AN ADDITIONAL 0.14 MILES PAST
THE INTERSECTION WITH NFSR 114 - ATKINSON RESERVOIR ROAD
FOR A TOTAL OF 11.2 MILES.
PROJECT IS LOCATED AT
LATITUDE 39.093833
LONGITUDE -107.894022
RECOMMENDED BY:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
FOREST SUPERVISOR DATE
3/2 8/1
8 0 9:
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CULVERT REPLACEMENT AT MP 11.2
TRICKLE PARK RD
COLORADO
MESA COUNTY
GRAND MESA, UNCOMPAHGRE, AND GUNNISON NATIONAL FORESTS
R2 ROCKY MOUNTAIN REGION
Estimate of Quantities
Item No.
Description
Method of Measure
Pay Unit Estimated Quantity
15101 Mobilization
Lump sum quantity Lump sum
15204
Drainage structure survey and staking Design quantity
Each 1
15713 Soil erosion and pollution control Lump sum quantity Lump sum
20301 Removal of culverts
Lump sum quantity Lump sum
20415 Excavation and embankment
Design quantity Cubic yards
20701
Earthwork geosynthetics Design quantity Square yards
25103
Class 1 rip rap Design quantity Cubic yard
30201
Aggregate base Actual quantity Cubic yards
30316
Roadway reconditioning Design quantity
Mile 0.15
60202
Structural plate bottomless culvert Lump sum quantity Lump sum
62501 Turf establishment
Lump sum quantity Lump sum
63501
Temporary traffic control Lump sum quantity Lump sum
OPTIONAL BID ITEMS
15204
Drainage structure survey and staking Design quantity
Each 1
15713 Soil erosion and pollution control Lump sum quantity Lump sum
20415 Excavation and embankment
Design quantity Cubic yards
20701
Earthwork geosynthetics Design quantity Square yards
25103
Class 1 rip rap Design quantity Cubic yards
25303
Gabion basket, Wire type, Coating Design quantity Cubic yards
25304 Revet Mattress
Design quantity Square yards
62501 Turf establishment
Lump sump quantity Lump sum
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/2 8/1
8 0 9:
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R02
ROCKY MOUNTAIN REGION
CULVERT
REPLACEMENT AT MP
11.2 TRICKLE PARK RD
GRAND MESA,
UNCOMPAHGRE, AND
GUNNISON NATIONAL
FORESTS
GRAND VALLEY RANGER
DISTRICT
ESTIMATE OF
QUANTITIES
03/23/2018
R020402
C. PHELPS
C. PHELPS
D. MARAH
TRI-121
EQ-01
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CONTROL
N. 4331157.561
E. 249720.261
EL. 9928.858
ENERGY DISSIPATER
20FT. LONG x
20FT. WIDE x
2FT. DEEP (MIN.)
EXCESS
EMBANKMENT
LOCATION
EXCAVATION LIMITS
EXCAVATION LIMITS
STRUCTURAL PLATE
ELLIPTICAL CULVERT
10FT. 6IN. SPAN x
5FT. 7IN. RISE x
36FT. LENGTH
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITY LOCATES PRIOR TO BEGINNING ANY WORK.
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/2 8/1
8 0 9:
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R02
ROCKY MOUNTAIN REGION
CULVERT
REPLACEMENT AT MP
11.2 TRICKLE PARK RD
GRAND MESA,
UNCOMPAHGRE, AND
GUNNISON NATIONAL
FORESTS
GRAND VALLEY RANGER
DISTRICT
SITE PLAN
03/23/2018
R020402
C. PHELPS
C. PHELPS
D. MARAH
TRI-121
SP-01
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/2 8/1
8 0 9:
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RI
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T.
DW
G;
R02
ROCKY MOUNTAIN REGION
CULVERT
REPLACEMENT AT MP
11.2 TRICKLE PARK RD
GRAND MESA,
UNCOMPAHGRE AND
GUNNISON NATIONAL
FORESTS
GRAND VALLEY RANGER
DISTRICT
ROAD DETAILS
03/23/2018
R020402
Y.RIVERA
Y.RIVERA
D.MARAH
TRI-121
RD-01
20'
5'
5'
CDOT CLASS 6
AGGREGATE (TYP).
COMPACTION IN
LIFTS NO MORE
THAN SIX (6) INCHES
PER LIFT
ENERGY DISSIPATER SEE
SHEET CD-02 FOR DETAILS
FLOW
NOTES:
1. STRUCTURAL PLATE CULVERT
SLOPE: TWO (2) PERCENT MINIMUM
AND FIVE (5) PERCENT MAXIMUM
DOWN GRADE.
BACKFILL MATERIAL
PER MANUFACTURER
SPECIFICATIONS
(TYP)
H3:V1
H1:V1
TYP
HEADWALL
22'
25'
6"
H1
:V1
H3:V1
H1:V1 OR AS
PREVIOUSLY
CONSTRUCTED
5'
H3:V1 RETURN SLOPE TO
ROAD SHOULDER ON ALL
DITCHES. DITCH WIDTH DEPTH
MINIMUM 0.5' OR AS EXISTS,
WHICH EVER IS GREATER
NONWOVEN SEPARATION
GEOTEXTILE
HEADWALL
CLEARING LIMITS
CDOT CLASS 6
AGGREGATE (TYP)
2' MIN
22' TRAVEL WAY
25'
3'
2'
36'
6"
5'-6"
BOTH SIDES
5'
PAST THE SHOULDER
OF ROADWAY OR TOE
OF FILL, WHICHEVER
IS GREATER
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/2 8/1
8 0 9:
Y
RI
VE
RA
RO
DR
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C:
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T.
DW
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R02
ROCKY MOUNTAIN REGION
CULVERT
REPLACEMENT AT MP
11.2 TRICKLE PARK RD
GRAND MESA,
UNCOMPAHGRE AND
GUNNISON NATIONAL
FORESTS
GRAND VALLEY RANGER
DISTRICT
CULVERT DETAILS
03/23/2018
R020402
Y.RIVERA
Y.RIVERA
D.MARAH
TRI-121
CD-01
13'-6"
2'
9'-4"
5'-7"
3'
6"
6"
3'
6"
FOOTING
PADS
40'-9"
10'-6"
3'
3'
BACKFILL MATERIAL
PER MANUFACTURER
SPECIFICATIONS (TYP)
CDOT CLASS 6
AGGREGATE (TYP)
18"
CDOT CLASS 6
AGGREGATE (TYP)
APPROXIMATE INVERT
CROSS SECTION (TYP)
CDOT CLASS 6
AGGREGATE
(TYP)
WING
WING
CORRUGATED
METAL HEADWALL
CDOT CLASS 6
AGGREGATE (TYP)
CORRUGATED
METAL HEADWALL
2' WIDE ARMOR FLEX
OR APPROVED EQUAL
(BOTH SIDES) (TYP)
2'
BACKFILL MATERIAL
PER MANUFACTURER
SPECIFICATIONS (TYP)
BACKFILL
MATERIAL PER
MANUFACTURER
SPECIFICATIONS
(TYP)
NOTES:
1. STRUCTURE FOOTINGS TO BE BURIED 2'-7"
TO PREVENT SCOUR.
HEADWALL
HEADWALL
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INLET END
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OUTLET END
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CROSS SECTION
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PLAN VIEW
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FLOW
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/2 8/1
8 0 9:
Y
RI
VE
RA
RO
DR
IG
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Z
C:
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\Y
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CU
LV
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T.
DW
G;
R02
ROCKY MOUNTAIN REGION
CULVERT
REPLACEMENT AT MP
11.2 TRICKLE PARK RD
GRAND MESA,
UNCOMPAHGRE AND
GUNNISON NATIONAL
FORESTS
GRAND VALLEY RANGER
DISTRICT
ARMOR FLEX &
ENERGY DISSIPATOR
03/23/18
R020402
Y.RIVERA
Y.RIVERA
D.MARAH
TRI-121
CD-02
NOTES:
1. PRIOR TO THE PLACEMENT OF GEOSYNTHETIC MATERIALS AS SPECIFIED IN THE GENERAL NOTES
SECTION GN-01 ENSURE THE EXCAVATED SITE IS PROPERLY COMPACTED OPERATING ROLLERS
OVER THE ENTIRE SURFACE UNTIL THERE IS NO VISIBLE EVIDENCE OF FURTHER CONSOLIDATION.
REFER TO FSSS 204.11 COMPACTION METHOD 2.
2. PLACE APPROVED GEOSYNTHETIC EVENLY ACROSS COMPACTED SURFACE.
3. PLACE RIP RAP IN EVEN LAYERS ACROSS APPROVED GEOSYNTHETIC. RIP RAP SHALL BE HARD
DURABLE ANGULAR ROCK RESISTANT TO WEATHERING AND WATER ACTION AND FREE OF ORGANIC
MATERIAL OR OTHER UNSUITABLE MATERIAL(S). DO NOT USE SHALE, SHALE ROCK WITH SEAMS, OR
OTHER FISSURE ROCK THAT MAY BREAK INTO SMALLER PIECES IN THE PROCESS OF HANDLING AND
PLACING. REFER TO TABLE 705-1 GRADATION REQUIREMENTS FOR RIP RAP IN FP-14. TYPE OF RIP
RAP SHALL MEET CLASS 1 SPECIFICATIONS. EXCESS EXCAVATION ENCOUNTERED ON-SITE THAT
MEETS THE SPECIFICATIONS MAY BE USED.
20'
5'
CULVERT
FOOTING PADS
HEADWALL
HEADWALL
1'
2'
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ARMOR FLEX OR APPROVED EQUAL NOT TO SCALE
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ENERGY DISSIPATER PLAN VIEW
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STANDARD TERMINATION NOT TO SCALE
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
-3 -2
8 0 9:
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-0
1-
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R02
ROCKY MOUNTAIN REGION
CULVERT
REPLACEMENT AT MP
11.2 TRICKLE PARK RD
GRAND MESA,
UNCOMPAHGRE AND
GUNNISON NATIONAL
FORESTS
GRAND VALLEY RANGER
DISTRICT
UPSTREAM CHANNEL
SITE PLAN
03/23/2018
R020402
M.WOODY
D.RUBALCAVA
M.WOODY
TRI-121
CH-01
RESUME ROADSIDE DITCH
APPROX. 20' DOWNSTREAM
OF NEW CULVERT
APPROXIMATE EXCAVATION
EXTENTS. SEE SHEETS CH-04
& CH-05 FOR TYPICAL SECTIONS.
DIVERT ROADSIDE DITCH
AROUND WINGWALL TO FEED
INTO NEW CULVERT INLET
STRUCTURAL PLATE
ELLIPTICAL CULVERT
CHANNEL STATION 1+40 = END OF PROJECT.
BLEND NEW CHANNEL SECTION TO MATCH EXISTING
Feet
0 20 40
N
S
W
N
F
S
R
T
I
C
K
L
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C
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EXISTING CHANNEL BOTTOM
EXISTING CHANNEL BANK
CHANNEL STATION 0+00 = START OF PROJECT.
AT CULVERT INLET.
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2.00% 0.00%
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0+00
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0+20
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
-3 -2
8 0 9:
Y
RI
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CH
-0
1-
SI
TE
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W G;
R02
ROCKY MOUNTAIN REGION
CULVERT
REPLACEMENT AT MP
11.2 TRICKLE PARK RD
GRAND MESA,
UNCOMPAHGRE AND
GUNNISON NATIONAL
FORESTS
GRAND VALLEY RANGER
DISTRICT
UPSTREAM CHANNEL
PLAN & PROFILE
STATION 0+00 - 1+00
03/23/2018
R020402
M.WOODY
D.RUBALCAVA
M.WOODY
TRI-121
CH-02
PLAN VIEW
PROFILE VIEW (2X VERTICAL EXAGERATION)
CULVERT SHALL BE INSTALLED
AT A SLOPE BETWEEN 2% AND 5%
SLOPE SHALL BE FLAT FOR FIRST
5 FEET UPSTREAM OF CULVERT INLET
ENERGY DISSIPATION GRADE DROP.
SEE SHEET CH-04 FOR DETAILS.
EXISTING GROUND ALONG PROPOSED
CHANNEL CENTERLINE
PROPOSED CENTERLINE CHANNEL BOTTOM
Feet
0 20 40
N
S W
E
EXISTING CHANNEL BOTTOM
EXISTING CHANNEL BANK
NOTE:GRADE CONTROL LOCATIONS ARE
APPROXIMATE AND SHALL BE STAKED
IN THE FIELD BY CONTRACTOR.
GRADE CONTROL
GRADE CONTROL
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2.6 8%
0.7%
0.7%
0+90 1+00 1+10 1+20 1+30 1+40 1+50
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
-3 -2
8 0 9:
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-0
1-
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.D
W G;
R02
ROCKY MOUNTAIN REGION
CULVERT
REPLACEMENT AT MP
11.2 TRICKLE PARK RD
GRAND MESA,
UNCOMPAHGRE AND
GUNNISON NATIONAL
FORESTS
GRAND VALLEY RANGER
DISTRICT
UPSTREAM CHANNEL
PLAN & PROFILE
STATION 1+00 - 1+40
03/23/2018
R020402
M.WOODY
D.RUBALCAVA
M.WOODY
TRI-121
CH-03
PLAN VIEW
PROFILE VIEW (2X VERTICAL EXAGERATION)
ENERGY DISSIPATION GRADE DROP.
SEE SHEET CH-05 FOR DETAILS.
STATION 1+40 = END OF PROJECT.
TRANSITION TO MATCH EXISTING
CHANNEL SHAPE AND SIZE.
Feet
0 20 40
N
SW
E
EXISTING GROUND
ALONG PROPOSED
CHANNEL CENTERLINE
PROPOSED CENTERLINE
CHANNEL BOTTOM
EXISTING CHANNEL BOTTOM
EXISTING CHANNEL BANK
PROPOSED
CHANNEL
CENTERLINE
NOTE:GRADE CONTROL LOCATIONS ARE
APPROXIMATE AND SHALL BE STAKED
IN THE FIELD BY CONTRACTOR.
GRADE CONTROL
GRADE CONTROL
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
-3 -2
8 0 9:
Y
RI
VE
RA
RO
DR
IG
UE
Z
C:
\U
SE
RS
\Y
RI
VE
RA
RO
DR
IG
UE
Z\
DE
SK
TO
P\
PR
OJ
EC
TS
\B
AX
TE
R
CR
EE
K
AO
P\
CH
-0
3-
TY
P.
DW
G;
R02
ROCKY MOUNTAIN REGION
CULVERT
REPLACEMENT AT MP
11.2 TRICKLE PARK RD
GRAND MESA,
UNCOMPAHGRE AND
GUNNISON NATIONAL
FORESTS
GRAND VALLEY RANGER
DISTRICT
UPSTREAM CHANNEL
TYPICAL SECTIONS
03/23/2018
R020402
M.WOODY
D.RUBALCAVA
M.WOODY
TRI-121
CH-04
STATION 0+00 : INLET WITH CULVERT
OVERLAY FOR REFERENCE
EXISTING GROUND
FINISHED GROUND
NOTES:
1. VERTICAL SCALE EXAGERATED 2X THE HORIZONTAL SCALE.
2. SLOPES ARE IN HORIZONTAL : VERTICAL NOTATION.
STATION 0+00 - 0+17 : INLET RIFFLE SECTION
DAYLIGHT CUT
OR FILL AT 3:1
24'
18'
12'
6'
5'
8'
17.5'
STATION 0+17 - 0+51 : NARROW RIFFLE SECTION
DAYLIGHT
CUT AT 1.5:1
VARIES
STATION 0+51 - 0+61 : RIGHT POOL SECTION IN CURVE
3'
3'
VARIES
3' 3' 1'
5'
1' 1.25'
DAYLIGHT
CUT AT 1.5:1
STATION 0+61 - 0+78 : RIFFLE SECTION
DAYLIGHT
CUT AT 1.5:1
5'
11'
18.8'
STATION 0+78 - 0+81 : WIDE RIFFLE SECTION
4.5' 3.5'
13'
3.5'3'
25.5'
DAYLIGHT
CUT AT 1.5:1
2'
ADJUST DAYLIGHT
SLOPE TO KEEP RIGHT
CATCHPOINT WITHIN
15' OF CENTERLINE
BETWEEN STATIONS
0+78 AND 1+01
10.5'
6'
REINFORCE OUTSIDE
WITH CLASS 1 RIP RAP
MINIMUM THICKNESS
18"
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
-3 -2
8 0 9:
Y
RI
VE
RA
RO
DR
IG
UE
Z
C:
\U
SE
RS
\Y
RI
VE
RA
RO
DR
IG
UE
Z\
DE
SK
TO
P\
PR
OJ
EC
TS
\B
AX
TE
R
CR
EE
K
AO
P\
CH
-0
3-
TY
P.
DW
G;
R02
ROCKY MOUNTAIN REGION
CULVERT
REPLACEMENT AT MP
11.2 TRICKLE PARK RD
GRAND MESA,
UNCOMPAHGRE AND
GUNNISON NATIONAL
FORESTS
GRAND VALLEY RANGER
DISTRICT
UPSTREAM CHANNEL
TYPICAL SECTIONS &
GRADE DROP DETAILS
03/23/2018
R020402
M.WOODY
D.RUBALCAVA
M.WOODY
TRI-121
CH-05
EXISTING GROUND
NOTES:
1. VERTICAL SCALE EXAGERATED 2X THE HORIZONTAL SCALE.
2. SLOPES ARE IN HORIZONTAL : VERTICAL NOTATION.
STATION 1+01 - 1+38 : WIDE RIFFLE SECTION
6'
STATION 1+38 - 1+40 : EXISTING CONDITION
(DIMENSIONS WILL VARY)
FINISHED
GROUND
2'
ADJUST DAYLIGHT
SLOPE TO KEEP RIGHT
CATCHPOINT WITHIN
15' OF CENTERLINE
BETWEEN STATIONS
0+78 AND 1+01
STATION 0+81 - 1+01 : LEFT POOL SECTION IN CURVE
3'
3'
3'
3' 3.5'
5'
1'1.25'
3'
4.5' 3.5'
13'
3.5'3'
25.5'
DAYLIGHT
CUT AT 1.5:1
FINISHED
GROUND
10 GABION BASKETS @ 3' WIDE = 30'
(3' X 3' X 6' PLACED AS DIRECTED BY ENGINEER)
3' X 3' X 6' GABION
BASKETS
CHANNEL BOTTOM @
0.7%
BANKFULL ELEVATIO
N
FLOODPLAIN
ELEVATIO
N
GRADE DROP STRUCTURES - SECTION VIEW
CHANNEL BOTTOM @
0.7%
BANKFULL ELEVATIO
N
FLOODPLAIN
ELEVATIO
N
GRADE DROP STRUCTURES - PROFILE VIEW
NONWOVEN GEOTEXTILE
CONTINOUSLY UNDERNEATH
ARMORING BLOCKS & GABION BASKET
GRANULAR
UNDERDRAIN
3'
15'
REVET MATTRESS OF ARMORFLEX
BLOCKS OR EQUAL
FLOW
GRADE DROP STRUCTURES - PLAN VIEW
D I T
C H
B O
T T
O M
N O
R M
B
N
K S
A P
P R
O X
I M
A T
E
F
L O
O D
P
A
I N
GABION BASKET APPROX.
PERPENDICULAR TO FLOW
GABION BASKET APPROX.
PARALLEL TO FLOW
REVET MATTRESS FOR 15'
DOWNSTREAM OF GRADE DROP
DROP STRUCTURE NOTES:
1. ROCK IN GABION BASKETS SHALL
BE WELL GRADED, WITH SIZES UP
TO 12" WITH 75 DEGREE
FRACTURED FACES.
2. REVET MATTRESS SHALL CONSIST
OF 8.5" HIGH ARMORFLEX
TAPERED OPEN-CELL BLOCKS AS
MANUFACTURED BY CONTECH,
OR APPROVED EQUAL.
3. REVET MATTRESS UNDERDRAIN
SHALL COMPLY WITH FP-14
SECTION 703.03(A).
CLASS 1
RIP RAP
MINIMUM
THICKNESS
18"
3' X 3' X 9' GABION
BASKETS
3' X 3' X 9'
GABION
BASKETS
NOT TO SCALE
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PROJECT NAME
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AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
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| 001_Title_Sheet |
| Sheets and Views |
| 001_Title_Sheet-Baxter_Creek_AOP |
| 002_General_Notes |
| 003_Estimate_of_Quantities |
| Sheets and Views |
| 003_Estimate_of_Quantities-17X11 EXPANDED |
| 004_Site_Plan |
| Sheets and Views |
| 004_Site_Plan-17X11 EXPANDED |
| RD-01 |
| Sheets and Views |
| Culvert-17X11 EXPANDED (3) |
| CD-01 |
| Sheets and Views |
| Culvert-17X11 EXPANDED |
| CD-02 |
| Sheets and Views |
| Culvert-17X11 EXPANDED (2) |
| CH-01 - 03 |
| Sheets and Views |
| CH-01-SITE-Site |
| CH-01-SITE-PROF |
| CH-01-SITE-PROF (2) |
| CH-04 - 05 |
| Sheets and Views |
| CH-03-Typ-TYP |
| CH-03-Typ-TYP (2) |
File details come from the government source that posted it.