BLM_38_Wildcat_Canyon_Culvert_Construction_Drawings.pdf
PDF 18 MB Posted
- Attached to
- LABARGE WATERSHED Federal contract opportunity
- Solicitation number
- 140L6222R0009
About this file
This document provides details on a federal contract opportunity for watershed restoration work. The Bureau of Land Management Wyoming Region is soliciting bids under solicitation number 140L6222R0009 for the LaBarge Watershed Restoration Project. The project involves construction drawings for culvert installation in Wildcat Canyon to support watershed restoration efforts. Bids are due by the date listed in the related solicitation documentation. The contract is intended to address watershed restoration needs through specified culvert construction work.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140L6222R0009_Amd_0002.pdf | ||
| Attch_13_Bid_Schedule_Revised_0002.xlsx | XLSX spreadsheet | |
| Attch_10_Site_Visit_Roster_0001.pdf | ||
| Attch_12_140L6222R0009_Solicitation_Revised_0001.pdf | ||
| Attch_7_Bid_Schedule_0001.pdf | ||
| Attch_11_SF1442_Directions_0001.pdf | ||
| Sol_140L6222R0009_Amd_0001.pdf | ||
| Attch_9_Contractor_Q_A_0001.pdf | ||
| Attch_8_Limitations_on_Subcontracting_0001.xlsx | XLSX spreadsheet | |
| BLM_38_39_Bid_Schedule.pdf | ||
| BLM_38_39_Appendix_B_Stipulations.pdf | ||
| BLM_39_Upper_Bird_Draw_Culvert_Construction_Drawings.pdf | ||
| BLM_38_39_Statement_of_Work.pdf | ||
| Sol_140L6222R0009.pdf | ||
| Appendix5_ProjectDocuments.pdf |
Show all 15
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
IN 2019, THE BLM COMPLETED A WATERSHED ASSESSMENT AND RESTORATION PLAN FOR THE LABARGE WATERSHED IN SUBLETTE AND LINCOLN COUNTIES IN SOUTHWEST WYOMING. THE STUDY AREA INCLUDED APPROXIMATELY 250 SQUARE MILES IN THE DRY BASIN DRAW, DRY PINEY CREEK AND BIRCH CREEK WATERSHEDS. THE SUBJECT WATERSHEDS ARE LOCATED WITHIN AN EXISTING 100-YEAR OLD OIL AND GAS FIELD WITH MORE THAN 1,800 ACTIVE WELLS OF VARYING AGE AND CONSTRUCTION. SURFACE DISTURBANCE FROM ROAD AND DRILLING PAD DEVELOPMENT HAS CONCENTRATED STORMWATER RUNOFF AND CAUSED ACCELERATED EROSION OF THE HIGHLY SENSITIVE LANDSCAPE, RESULTING IN EXCESS FINE SEDIMENT DELIVERY TO
THE UPPER GREEN RIVER.
THE LABARGE WATERSHED RESTORATION PLAN PRIORITIZED 19 SITES FOR RESTORATION INCLUDING SITE BLM-38 WILDCAT CANYON CULVERT. THE PURPOSE OF THIS PROJECT IS TO REPLACE THE UNDERSIZED CULVERTS AND MODIFY THE DITCHES THAT CONCENTRATE FLOW FROM AN ADJACENT ALLUVIAL FAN. THE PROJECT GOAL IS TO PREVENT FURTHER DEGRADATION AND EROSION WITHIN THE STUDY AREA WATERSHEDS AND RE-ESTABLISH, MAINTAIN AND/OR IMPROVE EPHEMERAL CHANNEL FUNCTIONS. THE FOLLOWING OBJECTIVES WERE DEVELOPED COLLABORATIVELY BY BLM AND THE PROJECT STAKEHOLDERS TO GUIDE RESTORATION ACTIONS:
· ADDRESS THE PROCESSES RESPONSIBLE FOR LANDSCAPE DEGRADATION;
· PROTECT RESOURCES WITHIN THE PROJECT WATERSHEDS INCLUDING INFRASTRUCTURE, ECONOMIC RESOURCES, PRIVATE LAND, WATER RESOURCES AND ECOLOGICAL RESOURCES;
· MANAGE SEDIMENT DELIVERY TO THE UPPER GREEN RIVER; AND
· IDENTIFY OPPORTUNITIES FOR CONSERVATION AND STEWARDSHIP.
PROJECT DESCRIPTION
PROJECT SPONSOR
WILDCAT CANYON CULVERT - CONSTRUCTION DRAWINGS
PROJECT VICINITY MAP
DRAWING INDEX
5.1 12-IN/18-IN CULVERT DETAILS
5.2 STILLING BASIN DETAILS
5.3 RECLAMATION PLAN
6.0 CROSS SECTIONS
6.1 CROSS SECTIONS
7.0 MATERIALS AND QUANTITIES
U.S. DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
PINEDALE FIELD OFFICE
1625 WEST PINE STREET
PINEDALE, WY 82941
AP
PR
O
VE
D B
Y:
AU
TO
CA
D
N
AM
E:
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
CH
EC
KE
D
B Y:
D
ES
IG
N
O
FF
IC
E:
D
AT
E:
D
AT
E:
D
AT
E:
D
AT
E:
AD
DR
ES
S1
AD
DR
ES
S2
1.0
TH M
D
M D
RR
/M
D
RI
VE
RD
ES
IG
N
GR
O
U P, IN
C.
1 13
RE
V1
RE
V1
DA
TE
RE
V2
RE
V2
DA
TE
RE
V3
RE
V3
DA
TE
RE
V4
RE
V4
DA
TE
RE
V5
RE
V5
DA
TE
1.0 COVER PAGE
2.0 EXISTING CONDITIONS
3.0 ACCESS AND STAGING PLAN
3.1 SURVEY CONTROL SHEET
4.0 SITE PLAN
4.1 GRADING PLAN
5.0 66-IN CULVERT AND CATCH
BASIN DETAIL
W
IL
DC
AT
C
AN
YO
N
C U
LV
ER
T
6/ 4/
CO
VE
R
P
AG
E
1. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. IF NECESSARY, ADJUSTMENTS TO THE DRAWINGS WILL BE MADE AS DIRECTED BY THE
ENGINEER.
2. TOPOGRAPHY SHOWN ON THE DRAWINGS IS BASED ON PHOTOGRAMMETRY AND GROUND SURVEY DATA. GROUND SURVEY WORK WAS PERFORMED IN AUGUST 2020 BY JACKOLA ENGINEERING AND ARCHITECTURE PC USING SURVEY GRADE GPS. PHOTOGRAMMETRY WAS PERFORMED BY RIVER DESIGN GROUP, INC. IN OCTOBER 2019 USING AN UNMANNED
AIRCRAFT SYSTEM.
3. UTILITIES IDENTIFIED ON THE DRAWINGS ARE APPROXIMATE AND DO NOT REPRESENT ABSOLUTE HORIZONTAL AND VERTICAL LOCATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY LOCATE SERVICE PRIOR TO CONSTRUCTION TO IDENTIFY UTILITY LOCATIONS.
4. THE OWNER WILL PROVIDE COPIES OF APPLICABLE PERMITS REQUIRED TO PERFORM THE WORK PRIOR TO THE START OF CONSTRUCTION.
5. THE CONTRACTOR SHALL COMPLY WITH ALL SAFETY REQUIREMENTS DESCRIBED IN THE CONTRACT DOCUMENTS.
6. THE CONTRACTOR SHALL PROTECT ALL AREAS NOT LOCATED WITHIN THE PROJECT CONSTRUCTION, STAGING OR CONSTRUCTION LIMITS. EXERCISE CARE IN AREAS NOT MARKED TO
AVOID DAMAGE TO EXISTING VEGETATION.
7. THE ENGINEER WILL PROVIDE SURVEY CONTROL AND GRADING SURFACES FOR EQUIPMENT WITH GPS MACHINE CONTROL CAPABILITY. THE CONTRACTOR SHALL PROVIDE SURVEY
STAKING AND LAYOUT FOR CONSTRUCTION.
8. VERTICAL TOLERANCE FOR CONSTRUCTION COMPLIANCE WILL BE 0.3 FEET. HORIZONTAL TOLERANCE WILL BE 1.0 FEET.
9. THE CONTRACTOR SHALL CONFIRM QUANTITIES SHOWN ON THE DRAWINGS AND FOR OWNER-SUPPLIED MATERIALS.
10.EARTHWORK QUANTITIES REPORTED ON THE DRAWINGS ARE NEAT LINE QUANTITIES CALCULATED FROM THE DIFFERENCE BETWEEN THE FINISHED GROUND SURFACE AND EXISTING
GROUND SURFACE.
11. THE VOLUME OF MATERIAL REQUIRED FOR FILL SURFACES MAY VARY DEPENDING ON COMPACTION AND MOISTURE CONTENT.
12.EARTHWORK QUANTITIES DO NOT INCLUDE SUBGRADE EXCAVATION QUANTITIES UNLESS NOTED OTHERWISE.
13. SLOPES DESIGNATED AS 2:1, 1.5:1, ETC., ARE THE RATIOS OF HORIZONTAL DISTANCE TO VERTICAL DISTANCE.
14.DIMENSIONS ARE GIVEN IN FEET AND TENTHS OF A FOOT.
15.EXCAVATION, TRENCHING, SHORING, AND SHIELDING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK, THESE DRAWINGS ARE NOT INTENDED TO PROVIDE
MEANS OR METHODS OF CONSTRUCTION.
GENERAL NOTES
PROJECT DESIGNER
RIVER DESIGN GROUP, INC.
236 WISCONSIN AVE
WHITEFISH, MT 59937
ENGINEERS SEAL
M
16954Pr ofe ssionalEngineer
AT
HEW S D
M
AN
WY O NI G
S
ELIT
6/ 4/
6/ 4/
6/ 4/
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
6935'
6925'
6910'
6955'
6920'
EXISTING CONDITIONS
THE PROJECT SITE IS LOCATED ON THE MAIN EPHEMERAL CHANNEL IN THE BIRD DRAW WATERSHED. THE SITE CONSISTS OF AN UNDERSIZED CULVERT CROSSING AT A ROADWAY INTERSECTION THAT BISECTS AN ALLUVIAL FAN. DRAINAGE DITCHES AND CULVERTS HAVE BEEN INSTALLED AT THIS SITE TO CONCENTRATE FLOW FROM THE ALLUVIAL FAN AND CONVEY THE FLOW TO THE MAIN CHANNEL. IN ADDITION, A KNICKPOINT IN THE MAIN CHANNEL IS ARRESTED AT THE CULVERT OUTLET. THERE IS HIGH SEDIMENT DELIVERY POTENTIAL AT THIS SITE FROM FLOW OVERTOPPING THE ROADWAY AND ADVANCEMENT OF THE KNICKPOINT THROUGH THE ROAD PRISM. SIMILAR RISKS EXIST AT THE ALLUVIAL FAN IF THE CULVERT UNDER THE INTERSECTION FAILS. UPSTREAM OF THE ROAD, THE MAIN EPHEMERAL CHANNEL IS IN GOOD CONDITION.
PLAN VIEW
0' 50' 100'
AP
PR
O
VE
D B
Y:
AU
TO
CA
D
N
AM
E:
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
CH
EC
KE
D
B Y:
D
ES
IG
N
O
FF
IC
E:
D
AT
E:
D
AT
E:
D
AT
E:
D
AT
E:
2.0
RE
V5
DA
TE
RE
V5
RE
V4
DA
TE
RE
V4
RE
V3
DA
TE
RE
V3
RE
V2
DA
TE
RE
V2
RE
V1
DA
TE
RE
V1
RR
/M
D
M D
M D
N W
AD
DR
ES
S2
AD
DR
ES
S1
FLOW
EX
IS
TI
N
G C
O N
D
IT
IO
N
S W
IL
DC
AT
C
AN
YO
N C
U
LV
ER
T
RI
VE
R
DE
SI
GN
G
RO
U P, IN
C.
6/ 4/
EXISTING 18" CMP
EXISTING 44" CMP
INCISED DITCH
FLOW
FLOW
EXISTING 18" CMP
MAIN EPHEMERAL
DRAINAGE CHANNEL
EXISTING CHEVRON
WELL HEAD
EXISTING INCISED DITCH WITH 5 FOOT KNICKPOINT
EXISTING 44" CMP INLET CONDITION
EXISTING 44" CULVERT OUTLET CONDITION
CONTOUR INTERVAL = 1 FT
IMAGERY: JACKOLA 2020 SURVEY DATA AND RDG 2019 HILLSHADE
6/ 4/
6/ 4/
6/ 4/
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
SHEET
IMAGERY: DIGITALGLOBE 2020
PLAN VIEW
0' 600' 1200'
AP
PR
O
VE
D B
Y:
AU
TO
CA
D
N
AM
E:
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
CH
EC
KE
D
B Y:
D
ES
IG
N
O
FF
IC
E:
D
AT
E:
D
AT
E:
D
AT
E:
D
AT
E:
3.0
RE
V5
DA
TE
RE
V5
RE
V4
DA
TE
RE
V4
RE
V3
DA
TE
RE
V3
RE
V2
DA
TE
RE
V2
RE
V1
DA
TE
RE
V1
RR
/M
D
M D
M D
TH
AD
DR
ES
S2
AD
DR
ES
S1
LEGEND
STAGING AREA
PROJECT AREA TURN RIGHT (WEST) ONTO BENEFICIAL OIL ROAD FROM HWY 189 NEAR
MILEPOST 90.
TRAVEL 2.4 MILES ON BENEFICIAL OIL ROAD, THEN TURN RIGHT (TO THE
NORTH) ONTO AN UNMARKED BLM ROAD.
CONTINUE 1.3 MILES TO BEGINNING OF THE PROJECT SITE, WHERE THE
MAIN CHANNEL CROSSES THE ROAD.
DIRECTIONS TO PROJECT SITE
A
CC
ES
S
A N
D S
TA
G
IN
G
W
IL
DC
AT
C
AN
YO
N
C U
LV
ER
T
RI
VE
R
DE
SI
GN
G
RO
U P, IN
C.
6/ 4/
BENEFICIAL OIL ROAD
0' 150' 300'IMAGERY: RDG HILLSHADE 2019
ACCESS AND STAGING DETAIL
6/ 4/
6/ 4/
6/ 4/
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
SHEET
© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS
PT #1013
6869.202'
SET RDGPT #1014
6916.218'
SET RDG
PT #1015
6983.300'
SET RDG
IMAGERY: DIGITALGLOBE 2020
PLAN VIEW
0' 200' 400'
AP
PR
O
VE
D B
Y:
AU
TO
CA
D
N
AM
E:
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
CH
EC
KE
D
B Y:
D
ES
IG
N
O
FF
IC
E:
D
AT
E:
D
AT
E:
D
AT
E:
D
AT
E:
3.1
RE
V5
DA
TE
RE
V5
RE
V4
DA
TE
RE
V4
RE
V3
DA
TE
RE
V3
RE
V2
DA
TE
RE
V2
RE
V1
DA
TE
RE
V1
RR
/M
D
M D
M D
N W
AD
DR
ES
S2
AD
DR
ES
S1
THE PROJECT COORDINATES ARE BASED ON THE FOLLOWING:
HORIZONTAL PROJECTION: UTM ZONE 12 NORTH
HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983
UNITS: US SURVEY FEET
VERTICAL DATUM: NAVD88 (GEOID 12B)
PROJECT DATUM
POINT NUMBER
EASTING
1852205.1890'
1851666.3130'
1850314.2870'
NORTHING
15382259.4610'
15384710.6820'
15387110.2650'
POINT ELEVATION
6869.202'
6916.218'
6983.300'
RAW DESCRIPTION
5/8" REBAR WITH A 2" ALUMINUM CAP MARKED "RDG"
5/8" REBAR WITH A 2" ALUMINUM CAP MARKED "RDG"
5/8" REBAR WITH A 2" ALUMINUM CAP MARKED "RDG"
CONTROL POINT
WILDCAT CANYON
CULVERT PROJECT AREA
SU
RV
EY
C
O N
TR
O
L W
IL
DC
AT
C
AN
YO
N C
U
LV
ER
T
RI
VE
R
DE
SI
GN
G
RO
U P, IN
C.
6/ 4/
6/ 4/
6/ 4/
6/ 4/
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
SHEET
0+
0+
1+
1+
2+
2+
3+
3+
4+
4+
5+
5+
6+
6+
7+
7+
8+
8+
9+
9+
10+
10+
11+
11+
0+
0+50
1+00
1+
2+00
2+50
3+
3+
4+00
4+29
0+00
0+50
1+
1+50
2+00
2+50
3+00
3+32
PLAN VIEW
AP
PR
O
VE
D B
Y:
AU
TO
CA
D
N
AM
E:
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
CH
EC
KE
D
B Y:
D
ES
IG
N
O
FF
IC
E:
D
AT
E:
D
AT
E:
D
AT
E:
D
AT
E:
PROJECT ELEMENTS
THE PURPOSE OF THIS PROJECT IS TO REPLACE THE UNDERSIZED CULVERTS AND MODIFY THE
DITCHES THAT CONCENTRATE FLOW FROM THE ADJACENT ALLUVIAL FAN. CULVERT REPLACEMENT WOULD MITIGATE THE RISK OF OVERTOPPING AND ROADWAY FAILURE. STILLING BASINS WOULD BE
INSTALLED AT THE CULVERT OUTLETS TO DISSIPATE ENERGY AND MINIMIZE EROSION AT THE
OUTLETS. PROPOSED STRATEGIES WOULD PROVIDE SEDIMENT REDUCTION, PEAK FLOW REDUCTION
AND PROTECT THE ROADWAY. SAGE BRUSH COULD BE SALVAGED DURING EXCAVATION AND USED
FOR FLOODPLAIN ROUGHNESS TO TEMPORARILY STABILIZE RE-GRADED SURFACES. PROJECT
ELEMENTS INCLUDE:
· REPLACEMENT OF AN EXISTING UNDERSIZED CULVERT WITH A 66-INCH DIAMETER PIPE;
· RESTORING ALLUVIAL FAN FLOW PATHS AND FILLING DITCHES THAT CONCENTRATE FLOW; AND
· INSTALLING TWO NEW 12-INCH DIAMETER CULVERTS AND ONE NEW 18-INCH DIAMETER
CULVERT WITH OUTLET STILLING BASINS TO CONVEY FLOW FROM THE ALLUVIAL FAN TO A
STABLE LOCATION ON THE MAIN CHANNEL
PROPOSED 12"W X 30'L CMP
(SEE SHEET 5.1)
PROPOSED 12"W
X 30'L CMP
(SEE SHEET 5.1) PROPOSED 18"W X 40'L CMP
(SEE SHEET 5.1)
ROADWAY ALIGNMENT HEADCUT DITCH ALIGNMENT
EXISTING CHANNEL ALIGNMENT
EXISTING CULVERT
(TO BE REMOVED)
66"W X 60'L CMP
0' 40' 80'
4.0
RE
V5
DA
TE
RE
V5
RE
V4
DA
TE
RE
V4
RE
V3
DA
TE
RE
V3
RE
V2
DA
TE
RE
V2
RE
V1
DA
TE
RE
V1
RI
VE
RD
ES
IG
N
GR
O
U P, IN
C.
RR
/M
D
M D
M D
TH
6/ 4/
AD
DR
ES
S2
AD
DR
ES
S1
W
IL
DC
AT
C
AN
YO
N
C U
LV
ER
T
STILLING BASIN
(SEE SHEET 5.0)
DITCH FILL 1
DITCH FILL 2
DITCH FILL 3
STILLING BASIN
INV.= 6946'
STILLING BASIN
INV.= 6929' STILLING BASIN
INV.= 6921.7'
SI
TE
P
LA
N
IMAGERY: JACKOLA 2020 SURVEY DATA AND RDG 2019 HILLSHADE
REGRADE ROADWAY DITCH
TO INVERT ELEVATION
MATERIALS AND QUANTITIES
ITEM QUANTITY
ROUGHNESS TREATMENT AREA 3.34 AC
ROUGHNESS ELEMENTS 1,546 EA
EARTHWORK CUT 3,731 CY
EARTHWORK FILL 8,136 CY
MATERIAL TO BE IMPORTED 4,339 CY
FLOW
MAIN EPHEMERAL
DRAINAGE CHANNEL
GRADING EXTENTS
GRADING EXTENTS
GRADING EXTENTS
UNNAMED OIL AND GAS ROAD
ROAD EMBANKMENT
RE-GRADING
6/ 4/
6/ 4/
6/ 4/
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
SHEET
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
9+25
EL
EV
AT
IO
N
STATIONS ALONG ALIGNMENT
6908'
6912'
6916'
6920'
6924'
6928'
6932'
6936'
6940'
6944'
6948'
6908'
6912'
6916'
6920'
6924'
6928'
6932'
6936'
6940'
6944'
6948'
0+
0+
1+
1+
2+
2+
3+
3+
4+
4+
5+
5+
6+
6+
7+
7+
8+
8+
9+
9+
AP
PR
O
VE
D B
Y:
AU
TO
CA
D
N
AM
E:
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
CH
EC
KE
D
B Y:
D
ES
IG
N
O
FF
IC
E:
D
AT
E:
D
AT
E:
D
AT
E:
D
AT
E:
4.1
RE
V5
DA
TE
RE
V5
RE
V4
DA
TE
RE
V4
RE
V3
DA
TE
RE
V3
RE
V2
DA
TE
RE
V2
RE
V1
DA
TE
RE
V1
RI
VE
RD
ES
IG
N
GR
O
U P, IN
C.
RR
/M
D
M D
M D
TH
6/ 4/
AD
DR
ES
S2
AD
DR
ES
S1
CUT
FILL
BASE SURFACE: EXISTING GROUND - 2020 JACKOLA TOPO SURFACE
COMPARED TO: FINISHED GRADE-RDG DESIGN
EARTHWORK QUANTITIES
A 15 CY
FILL
0 CY
CUT
PLAN VIEW
G R
AD
IN
G P
LA
N
80'40'0'IMAGERY: JACKOLA 2020 SURVEY DATA AND RDG 2019 HILLSHADE AND HEAT RAMP
AREA
B 44 CY0 CY
C 656 CY0 CY
D 1,628 CY222 CY
E 5,786 CY3,304 CY
A
B
C
D
E
TOTAL 8,070 CY3,731 CY
UNNAMED OIL AND GAS ROAD
FLOW
MAIN EPHEMERAL
DRAINAGE CHANNEL
DESIGN SURFACE PROFILE
EXISTING GROUND
SURFACE PROFILE
AREA E PROFILE
AREA E ALIGNMENT
W
IL
DC
AT
C
AN
YO
N
C U
LV
ER
T 6/
4/
6/ 4/
6/ 4/
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
SHEET
1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00
9+00
9+50
10+00
1+
2+ 00 2+
3+
IMAGERY: JACKOLA 2020 SURVEY DATA
AP
PR
O
VE
D B
Y:
AU
TO
CA
D
N
AM
E:
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
CH
EC
KE
D
B Y:
D
ES
IG
N
O
FF
IC
E:
D
AT
E:
D
AT
E:
D
AT
E:
D
AT
E:
ROADWAY ALIGNMENT
EXISTING CHANNEL ALIGNMENT
66"W X 60'L CORRUGATED STEEL PIPE
5.0
RE
V5
DA
TE
RE
V5
RE
V4
DA
TE
RE
V4
RE
V3
DA
TE
RE
V3
RE
V2
DA
TE
RE
V2
RE
V1
DA
TE
RE
V1
RI
VE
RD
ES
IG
N
GR
O
U P, IN
C.
RR
/M
D
M D
M D
TH
AD
DR
ES
S2
AD
DR
ES
S1
W
IL
DC
AT
C
AN
YO
N
C U
LV
ER
T
CONSTRUCTED STILLING BASIN
FILL LOW AREAS TO
MATCH EXISTING GROUND
FILL LOW AREAS TO
MATCH EXISTING GROUND
66 INCH CULVERT DATA
· 66 LF OF CORRUGATED METAL PIPE
· 12 GAUGE METAL (0.109" THICKNESS)
· 3" X 1" CORRUGATIONS
· UPSTREAM INVERT ELEVATION: 6908.4 FT
· DOWNSTREAM INVERT ELEVATION: 6902.1 FT
· CULVERT SLOPE: 11%
· OUTLET VELOCITY AT 150 CFS = 19.9 FT/S
· MAXIMUM FLOW BEFORE OVERTOPPING ROADWAY = 203 CFS
IN
CH
C
UL
VE
R T
AN
D
C
AT
CH
B
AS
IN
D
ET
AI
L
UNNAM
ED OIL AND GAS ROAD
66"W X 60'L CORRUGATED METAL PIPE
EXISTING ROADWAY CREST
CONSTRUCTED STILLING BASIN
EXISTING
CHANNEL BED
BED PIPE WITH 6 INCHES
OF 34 IN CRUSHED
GRAVEL
STILLING BASIN AND FLOODPLAIN
GRADING EXTENTS
EXCAVATE STILLING BASIN TO SUBGRADE ELEVATION PER DESIGN
SURFACE.
INSTALL TWO ROWS OF A-JACKS FOR SCOUR PROTECTION.
LINE ENTIRE STILLING BASIN WITH A CONCRETE TEXTILE MAT FOR
SCOUR PROTECTION. BROADCAST SEED WITH ENGINEER
APPROVED SEED MIX (SEE SHEET 5.3) PRIOR TO INSTALLATION.
ALL SUBGRADE SURFACES PREPARED FOR PLACEMENT OF MATS
SHALL BE SMOOTH AND FREE OF ALL ROCKS, STICKS, ROOTS,
OTHER PROTRUSIONS, OR DEBRIS OF ANY KIND. EXTEND MAT AT
LEAST 24" PAST CREST OF SLOPE. AT TERMINAL POINTS,
CONSTRUCT 18" VERTICAL ANCHOR TRENCH. FILL ANCHOR
TRENCH WITH SOIL AND COMPACT FIRMLY TO ENSURE NO
FUTURE SETTLING OF FILL. FOR INSTALLATIONS THAT ARE WIDER
THAN 16', INSTALL MATS THAT INCLUDE EXTENSIONS. SECURE
THE OVERLAPS PERPENDICULAR WITH FLOW BY INSTALLING 18"
U-ANCHORS (FOR COHESIVE SOILS) IN 2' INCREMENTS THROUGH
THE EXTENSION OVERLAPS OR 20" STAINLESS STEEL ZIP TIES
(FOR NON-COHESIVE SOILS).
EXCAVATE ROAD PRISM TO CULVERT SUBGRADE ELEVATION.
INSTALL CRUSHED GRAVEL BED FOR CULVERT.
INSTALL 66 IN CONGREGATED STEEL CULVERT.
BACKFILL CULVERT. FILL TO ORIGINAL ROAD CREST ELEVATION IN 1
FOOT LIFTS USING NATIVE ROAD MATERIAL.
CONSTRUCTION NOTES
PURPOSE: THE PURPOSE OF THIS TREATMENT IS TO PREVENT THE
ROADWAY CULVERT FROM PLUGGING/OVERTOPPING AND TO STABILIZE
THE OUTLET CONDITION.
SUPPLEMENTAL INFORMATION: : THE EXISTING CULVERT HAS PLUGGED
AND OVERTOPPED THE ROAD. THE LARGER DIAMETER CULVERT TO BE
INSTALLED AIMS TO PASS LARGER DEBRIS THROUGH THE CROSSING AND
REDUCE THE RISK OF PLUGGING AND FURTHER EROSION. THROUGHOUT
THE DRAINAGE CULVERT PLUGGING IS COMMON DURING LARGE EVENTS
BUT DECREASES IN FREQUENCY WITH LARGER CULVERTS.
THE EXISTING CULVERT OUTLET IS HIGHLY DEGRADED AND UNSTABLE.
LARGE CONCRETE BLOCKS HAVE BEEN DUMPED INTO THE OUTLET AND
FAILED TO STABILIZE CONDITIONS. GIVEN THE SOILS SUSCEPTIBILITY TO
EROSION AT THIS SITE A CONCRETE STRUCTURE THAT LIMITS THE RISK OF
UNDERMINING, FLANKING, OR MOBILITY IS NEEDED TO ENSURE
STABILITY.
DESIGN INTENT
PLAN VIEW
0' 10'
20'
FLOW
MAIN EPHEMERAL
DRAINAGE CHANNEL
MATERIALS AND QUANTITIES
ITEM QUANTITY
66"W X 30'L CORRUGATED CIRCULAR METAL PIPE
(12 GAUGE - 0.109" WITH 3" X 1" CORR.)
66" CONGREGATE METAL PIPE COUPLING 1
4.5' CONTECH A-JACKS 18
4 IN CRUSHED GRAVEL 5 CY
LINE STILLING BASIN WITH FLEXAMAT
OR EQUAL PRODUCT APPROVED BY
ENGINEER AND INSTALL GRADE
CONTROL RIBS FOR SCOUR
PROTECTION
LINE STILLING BASIN WITH
FLEXAMAT OR EQUAL PRODUCT
APPROVED BY ENGINEER FOR
SCOUR PROTECTION
INSTALL TWO ROWS
OF 4.5 FT A-JACKS
CONCRETE TEXTILE MAT
(WITH NON-WOVEN GEOTEXTILE UNDERLAYMENT)
1,850 SQ-FT
5 6
18" ANCHOR
TRENCH
18" ANCHOR
TRENCH
CONCRETE TEXTILE MAT SHALL HAVE
NON-WOVEN GEOTEXTILE UNDERLAYMENT
FLARED END SECTION
FLARED END SECTION DETAIL
CMP FLARED END SECTION (3 PIECE) 1
36"
18"18"
CULVERT
66"
120"
87"
FLARED END SECTION
2:1
EXISTING CULVERT
2:1
ROAD EMBANKMENT
RE-GRADING EXTENTS
(MINIMIZE
DISTURBANCE WHEN
REMOVING CULVERT
AND ROAD BED)
BACKFILL CULVERT IN 1 FOOT
LIFTS TO ORIGINAL CREST
ELEVATION USING NATIVE
ROAD MATERIAL
6/ 4/
6/ 4/
6/ 4/
6/ 4/
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
SHEET
6945.0
6945.5
6946.0
6946.5
6947.0
6947.5
6948.0
6948.5
6945.0
6945.5
6946.0
6946.5
6947.0
6947.5
6948.0
6948.5
0+00 0+10 0+20 0+30 0+40
1+00
0+
0+
0+
0+
0+
0+
4+50
4+50
0+
0+
0+
0+
0+
0+
0+
0+
0+
0+
0+
0+
6928.5
6929.0
6929.5
6930.0
6930.5
6931.0
6931.5
6928.5
6929.0
6929.5
6930.0
6930.5
6931.0
6931.5
0+00 0+10 0+20 0+30 0+40 0+45
6921.5
6922.0
6922.5
6923.0
6923.5
6924.0
6924.5
6925.0
6925.5
6926.0
6921.5
6922.0
6922.5
6923.0
6923.5
6924.0
6924.5
6925.0
6925.5
6926.0
0+00 0+10 0+20 0+30 0+40 0+50 0+54
AP
PR
O
VE
D B
Y:
AU
TO
CA
D
N
AM
E:
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
CH
EC
KE
D
B Y:
D
ES
IG
N
O
FF
IC
E:
D
AT
E:
D
AT
E:
D
AT
E:
D
AT
E:
5.1
RE
V5
DA
TE
RE
V5
RE
V4
DA
TE
RE
V4
RE
V3
DA
TE
RE
V3
RE
V2
DA
TE
RE
V2
RE
V1
DA
TE
RE
V1
RI
VE
RD
ES
IG
N
GR
O
U P, IN
C.
RR
/M
D
M D
M D
TH
AD
DR
ES
S2
AD
DR
ES
S1
W
IL
DC
AT
C
AN
YO
N
C U
LV
ER
T
IN
CH
/1
IN
CH
C
UL
VE
R
T D
ET
AI
LS
PLAN VIEW
0' 4' 8'
PLAN VIEW
0' 4' 8'
PLAN VIEW
0'
12 INCH CMP - ROAD STATION 1+10
12 INCH CMP - ROAD STATION 4+58
18 INCH CMP - ROAD STATION 6+18
PROFILE VIEW
0' 4' 8'
PROFILE VIEW
0' 4' 8'
PROFILE VIEW
0' 4' 8'
4' 8'
UNNAMED OIL AND GAS ROAD
UNNAMED OIL AND GAS ROAD
UNNAMED OIL AND GAS ROAD
12"W X 30'L CMP
12"W X 30'L CMP
PROPOSED 18"W X 40'L CMP
PROPOSED 18"W X 40'L CMP
12"W X 30'L CMP
12"W X 30'L CMP
FLOW
FLOW
FLOW
SLOPE = 0.0075 FT/FT
SLOPE = 0.007 FT/FT
INVERT ELEV. = 6923.0 FT
BED PIPE WITH 4 INCHES
OF 34 IN CRUSHED GRAVEL
BED PIPE WITH 4 INCHES
OF 34 IN CRUSHED GRAVEL
INVERT ELEV. = 6929.0 FT
INVERT ELEV. = 6922.7 FT
BED PIPE WITH 4 INCHES
OF 34 IN CRUSHED GRAVEL
INVERT ELEV. = 6946.2 FT
MATERIALS AND QUANTITIES
ITEM QUANTITY
12"W X 30'L CORRUGATED METAL PIPE
(14 GAUGE - 0.079" WITH 2 23 " X 12" CORR.)
INVERT ELEV. = 6929.2 FT
INVERT ELEV. = 6946.0 FT
PROVIDE A MINIMUM
OF 12" OF COVER
PROVIDE A MINIMUM
OF 12" OF COVER
PROVIDE A MINIMUM
OF 12" OF COVER
REGRADE ROADWAY DITCH
TO INVERT ELEVATION
SLOPE = 0.007 FT/FT
ITEM QUANTITY
1.5 CY3
4 IN CRUSHED GRAVEL
18"W X 40'L CORRUGATED METAL PIPE
(14 GAUGE - 0.079" WITH 2 23 " X 12" CORR.)
6/ 4/
6/ 4/
6/ 4/
6/ 4/
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
SHEET
0+00 0+05 0+10 0+13
0+00 0+05 0+10 0+15 0+20 0+25 0+27
AP
PR
O
VE
D B
Y:
AU
TO
CA
D
N
AM
E:
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
CH
EC
KE
D
B Y:
D
ES
IG
N
O
FF
IC
E:
D
AT
E:
D
AT
E:
D
AT
E:
D
AT
E:
5.2
RE
V5
DA
TE
RE
V5
RE
V4
DA
TE
RE
V4
RE
V3
DA
TE
RE
V3
RE
V2
DA
TE
RE
V2
RE
V1
DA
TE
RE
V1
RI
VE
RD
ES
IG
N
GR
O
U P, IN
C.
RR
/M
D
M D
M D
TH
AD
DR
ES
S2
AD
DR
ES
S1
W
IL
DC
AT
C
AN
YO
N
C U
LV
ER
T
DRAINAGE CULVERT (TYP)
ST
IL
LI
N
G B
AS
IN
D
ET
AI
L
UNNAMED OIL AND GAS ROAD
A'
A
B B'
PLAN VIEW
0' 2' 4'
SECTION A - A'
0' 1.5' 3'
SECTION B - B'
0' 1.5' 3'
DRAINAGE CULVERT (TYP)
EXISTING GROUND PROFILE
CONSTRUCTED
STILLING BASIN
FACE THE STILLING BASIN WITH
FLEXAMAT OR EQUAL PRODUCT
APPROVED BY ENGINEER FOR
SCOUR PROTECTION.
EXISTING GROUND PROFILE
CONSTRUCTED STILLING BASIN
CONSTRUCTED STILLING BASIN
LINED WITH FLEXAMAT OR
EQUAL PRODUCT APPROVED
BY ENGINEER FOR SCOUR
PROTECTION
PURPOSE: THE PURPOSE OF THIS TREATMENT IS TO DISSAPATE ENERGY
AT THE CULVERT OUTLET AND DISTRIBUTE WATER ACROSS THE TOE OF
THE BASIN.
SUPPLEMENTAL INFORMATION: THE STILLING BASIN WILL TIE INTO THE
GRADING PLAN ALLOWING WATER TO FLOW ACROSS BROAD AREAS AND
DISSIPATE ENERGY AND DEPOSIT SEDIMENT. THESE EFFORTS AIM TO
MINIMIZE THE POTENTIAL FOR KNICKPOINT DEVELOPMENT OR
HEADCUTTING BY LIMITING THE CONCENTRATION OF FLOW INTO A SINGLE
CHANNEL. THE BASINS WILL NEED OCCASIONAL MAINTENANCE WHERE
DEPOSITED SEDIMENT IS REMOVED AFTER LARGE STORM EVENTS.
EFFORTS SHOULD BE MADE TO ENSURE THE REMOVAL OF MATERIAL
SHOULD NOT DAMAGE THE CONCRETE TEXTILE MAT AT THE BOTTOM OF
THE BASIN.
DESIGN INTENT
FLO
W
FLOW
FL
OW
EXCAVATE STILLING BASIN TO SUBGRADE ELEVATION PER DESIGN
SURFACE.
LINE ENTIRE STILLING BASIN WITH A CONCRETE TEXTILE MAT FOR
SCOUR PROTECTION. BROADCAST SEED WITH ENGINEER
APPROVED SEED MIX (SEE SHEET 5.3) PRIOR TO INSTALLATION.
ALL SUBGRADE SURFACES PREPARED FOR PLACEMENT OF MATS
SHALL BE SMOOTH AND FREE OF ALL ROCKS, STICKS, ROOTS,
OTHER PROTRUSIONS, OR DEBRIS OF ANY KIND. EXTEND MAT AT
LEAST 24" PAST CREST OF SLOPE. AT TERMINAL POINTS,
CONSTRUCT 18" VERTICAL ANCHOR TRENCH. FILL ANCHOR
TRENCH WITH SOIL AND COMPACT FIRMLY TO ENSURE NO FUTURE
SETTLING OF FILL.
CONSTRUCTION NOTES
(PER STRUCTURE)
ITEM QUANTITY
CONCRETE TEXTILE MAT* 450 SQ-FT
IMAGERY: JACKOLA 2020 SURVEY DATA
MATERIALS AND QUANTITIES
18" ANCHOR
TRENCH
18" ANCHOR
TRENCH
CONCRETE TEXTILE MAT SHALL HAVE
NON-WOVEN GEOTEXTILE UNDERLAYMENT
*WITH NON-WOVEN GEOTEXTILE UNDERLAYMENT
6/ 4/
6/ 4/
6/ 4/
6/ 4/
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
SHEET
0+
0+
1+
1+
2+
2+
3+
3+
4+
4+
5+
5+
6+
6+
7+
7+
8+
8+
9+
9+
10+
10+
0+00
0+50
1+
1+50
2+00
2+50
3+00
3+32
PLAN VIEW
ROUGHNESS TREATMENT
AND SEEDING
LEGEND
ROADWAY ALIGNMENT
CHANNEL ALIGNMENT
ROUGHNESS ELEMENTS* 3-5 436/ACREYES 10 FT 50%
ITEM LENGTH (FT) LIMBS SPACING BURIAL RATE
ROUGHNESS PLACEMENT CRITERIA
CONSTRUCT ROUGHNESS TREATMENTS AFTER GRADING IS COMPLETE.
GRADE FURROWS AND RIDGES (1 FT DEEP AND TALL, RESPECTIVELY) INTO THE FINISHED GROUND SURFACE.
PARTIALLY BURY ROUGHNESS ELEMENTS INTO FURROWS AND RIDGES AT SPACING OF 10 FEET WITH 50% BURIAL.
ROUGHNESS CONSTRUCTION NOTES
SAGE BRUSH PLACEMENT
FURROW
RIDGE
TYPICAL CROSS SECTION
ROUGHNESS TREATMENT DETAIL
NATIVE MATERIAL
1 FT
PLAN VIEW
ROUGHNESS TREATMENT DETAIL
RIDGE
FURROW 2
*ROUGHNESS ELEMENTS SHALL CONSIST OF SALVAGED OR IMPORTED SAGE
BRUSH, WHICH MAY BE SUBSTITUTED WITH SALVAGED BOULDERS (0.5 FT OR
GREATER IN DIAMETER).
AP
PR
O
VE
D B
Y:
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
CH
EC
KE
D
B Y:
D
ES
IG
N
O
FF
IC
E:
D
AT
E:
D
AT
E:
D
AT
E:
D
AT
E:
FURROW 2 RIDGE 2
CONTOURS = 0.5'
RIDGE 2 FURROW 2
SAGE BRUSH
SAGE BRUSH
3 BOULDER
3 BOULDER
1 FT
BOULDER PLACEMENT
RIDGE2
RE
CL
A M
A
TI
O N
P
LA
N W
IL
DC
AT
C
AN
YO
N C
U
LV
ER
T
RI
VE
R
DE
SI
GN
G
RO
U P, IN
C.
10 FT
10 FT
DESIGN SURFACE
THE GOAL OF THE RECLAMATION PLAN IS TO CREATE A SELF-SUSTAINING AND DIVERSE NATIVE PLANT COMMUNITY. THIS PLANT COMMUNITY WILL HAVE DENSITY AND COVER SUFFICIENT TO CONTROL EROSION, LIMIT NON-NATIVE PLANT INVASION, AND RE-ESTABLISH WILDLIFE HABITAT AND FORAGE PRODUCTION. THE FOLLOWING SUITE OF TREATMENTS WILL PROMOTE THE SHORT- AND LONG-TERM STABILITY OF THE PROJECT AREA. THE ROUGHNESS TREATMENTS PROVIDE IMMEDIATE EROSION PROTECTION FROM SURFACE WATER FLOW, WHILE THE REVEGETATION PROMOTES LONG-TERM GEOMORPHIC STABILITY AND ECOLOGICAL RECOVERY.
RECLAMATION DESCRIPTION
SEEDING
RE
V5
DA
TE
RE
V5
RE
V4
DA
TE
RE
V4
RE
V3
DA
TE
RE
V3
RE
V2
DA
TE
RE
V2
RE
V1
DA
TE
RE
V1
RR
/M
D
M D
M D
TH
5.3
AD
DR
ES
S2
AD
DR
ES
S1
8'4'0'
3'1.5'0'
6/ 4/
150'75'0'
· SEED MIX MUST BE SUBMITTED FOR REVIEW AND APPROVED BY THE ENGINEER.
· BROADCAST SEEDING SHOULD BE USED TO DISTRIBUTE SEEDS EVENLY THROUGHOUT THE SITE.
· IMPLEMENT SEEDING AFTER ROUGHNESS TREATMENT CONSTRUCTION.
SEEDING NOTES
6/ 4/
6/ 4/
6/ 4/
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
SHEET
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
3+22
6+18
AP
PR
O
VE
D B
Y:
AU
TO
CA
D
N
AM
E:
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
CH
EC
KE
D
B Y:
D
ES
IG
N
O
FF
IC
E:
D
AT
E:
D
AT
E:
D
AT
E:
D
AT
E:
EXISTING GROUND
LEGEND
CUT FILL
NOTE: CROSS SECTIONS ARE SHOWN
LOOKING DOWN VALLEY PERPENDICULAR
TO THE ROADWAY ALIGNMENT.
DESIGN SURFACE
6.0
RE
V5
DA
TE
RE
V5
RE
V4
DA
TE
RE
V4
RE
V3
DA
TE
RE
V3
RE
V2
DA
TE
RE
V2
RE
V1
DA
TE
RE
V1
RI
VE
RD
ES
IG
N
GR
O U P, IN
C.
RR
/M
D
M D
M D
TH
W
IL
DC
AT
CA
N
YO
N
CU
LV
ER
T
AD
DR
ES
S2
AD
DR
ES
S1
CR
O
SS
S
EC
TI
O N
S 6/ 4/
6/ 4/
6/ 4/
6/ 4/
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
SHEET
7+50
8+00
8+50
9+00
9+50
10+00
AP
PR
O
VE
D B
Y:
AU
TO
CA
D
N
AM
E:
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
CH
EC
KE
D
B Y:
D
ES
IG
N
O
FF
IC
E:
D
AT
E:
D
AT
E:
D
AT
E:
D
AT
E:
EXISTING GROUND
LEGEND
CUT
FILLDESIGN SURFACE
NOTE: CROSS SECTIONS ARE SHOWN LOOKING DOWN VALLEY
PERPENDICULAR TO THE ROADWAY ALIGNMENT.
6.1
RE
V5
DA
TE
RE
V5
RE
V4
DA
TE
RE
V4
RE
V3
DA
TE
RE
V3
RE
V2
DA
TE
RE
V2
RE
V1
DA
TE
RE
V1
RI
VE
RD
ES
IG
N
GR
O U P, IN
C.
RR
/M
D
M D
M D
TH
W
IL
DC
AT
CA
N
YO
N
CU
LV
ER
T
AD
DR
ES
S2
AD
DR
ES
S1
CR
O
SS
S
EC
TI
O N
S 6/ 4/
6/ 4/
6/ 4/
6/ 4/
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
SHEET
AP
PR
O
VE
D B
Y:
AU
TO
CA
D
N
AM
E:
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
CH
EC
KE
D
B Y:
D
ES
IG
N
O
FF
IC
E:
D
AT
E:
D
AT
E:
D
AT
E:
D
AT
E:
7.0
RE
V5
DA
TE
RE
V5
RE
V4
DA
TE
RE
V4
RE
V3
DA
TE
RE
V3
RE
V2
DA
TE
RE
V2
RE
V1
DA
TE
RE
V1
RI
VE
RD
ES
IG
N
GR
O U P, IN
C.
RR
/M
D
M D
M D
TH
W
IL
DC
AT
CA
N
YO
N
CU
LV
ER
T
AD
DR
ES
S2
AD
DR
ES
S1
M
AT
ER
IA
LS
A
N D
Q
UA
N
TI
TI
ES
ROCK QUANTITIES
ITEM QUANTITY
2 EA
66" CONGREGATE METAL PIPE COUPLING 1 EA
4 IN CRUSHED GRAVEL 6.5 CY
EARTHWORK
CUT IMPORT REQUIRED
INFRASTRUCTURE
ITEM QUANTITY
2 EA
1 EA
RECLAMATION
AREA QUANTITY
FILL
3.34 AC 1,546 EA
10 IN - 12 IN ROCK 1050 CY3,731 CY 8,070 CY 4,339 CY
66"W X 30'L CORRUGATED METAL PIPE
(12 GAUGE - 0.109" WITH 3" X 1" CORR.)
12"W X 30'L CORRUGATED CIRCULAR METAL PIPE
(14 GAUGE - 0.079" WITH 2 23 " X 12" CORR.)
18"W X 40'L CORRUGATED METAL PIPE
(14 GAUGE - 0.079" WITH 2 23 " X 12" CORR.)
4.5' CONTECH A-JACKS 18 EA
CONCRETE TEXTILE MAT WITH
NON-WOVEN GEOTEXTILE LAYER 3,200 SQ-FT
CMP FLARED END SECTION (3 PIECE) 1 EA
TREATMENT
ROUGHNESS ELEMENTS
3.39 AC 132 PLS LBSBROADCAST SEEDING
6/ 4/
6/ 4/
6/ 4/
6/ 4/
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
U.S. DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
MARK
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
UNITED STATES DEPARTMENT OF THE INTERIOR
AutoCAD SHX Text
BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text
SHEET
| 1.0 Cover Page |
| Sheets and Views |
| 11x17 |
| 2.0 Existing Conditons |
| Sheets and Views |
| 11x17 |
| 3.0 Access and Staging |
| Sheets and Views |
| 11x17 |
| 3.1 Survey Control |
| Sheets and Views |
| 11x17 |
| 4.0 Site Plan |
| Sheets and Views |
| SITE 38 |
| 4.1 Grading Plan and Profile |
| Sheets and Views |
| 11x17 |
| 5.0 66in Culvert and Catch Basin Detail |
| Sheets and Views |
| SITE 38 |
| 5.1 12 and 18 inch culvert details |
| Sheets and Views |
| SITE 38 |
| 5.2 Stilling Basin Detail |
| Sheets and Views |
| SITE 38 |
| 5.3 Reclamation Plan |
| Sheets and Views |
| SITE 38 |
| 6.0 Cross Sections |
| Sheets and Views |
| SITE 38 |
| 6.1 Cross Sections |
| Sheets and Views |
| SITE 38 |
| 7.0 Materials and Quantities |
| Sheets and Views |
| SITE 38 |
File details come from the government source that posted it. Updated .