B08_24R0004_Attachment_2_-_Drawings_-_Wildcat_Canyon_Dam.pdf
PDF 32 MB Posted
- Attached to
- Wildcat Canyon Dam Reconstruction Federal contract opportunity
- Solicitation number
- 140L0624R0004
About this file
This document outlines a federal contract opportunity for the reconstruction of Wildcat Canyon Dam. The Bureau of Land Management (BLM) is seeking a contractor to remove approximately 65,000 cubic yards of sediment that has accumulated in the stock pond and dam located in Sublette and Lincoln counties, Wyoming. Additional requirements include eliminating an advancing knickpoint by re-grading existing incised channels with excavated material, re-grading channels to re-establish a broad draw with numerous dispersed micro-channels, seeding disturbed areas with a reclamation seed mix, and using salvaged sage brush and rock for floodplain roughness to temporarily stabilize re-graded surfaces. The solicitation number for this opportunity is 140L0624R0004.
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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-60 WILDCAT CANYON DAM. THE PURPOSE OF THIS PROJECT IS TO REMOVE AN EARTHEN IMPOUNDMENT AND RE-GRADE EXISTING INCISED CHANNELS TO RE-ESTABLISH A BROAD EPHEMERAL DRAW WITH NUMEROUS STABLE MICRO CHANNELS. 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 DAM REMOVAL
CONSTRUCTION DRAWINGS
PROJECT VICINITY MAPDRAWING INDEX
1.0 COVER PAGE
2.0 EXISTING CONDITIONS
3.0 ACCESS AND STAGING
3.1 SURVEY CONTROL SHEET
4.0 SITE PLAN
4.1 GRADING PLAN AND PROFILE
5.0 CROSS SECTIONS
5.1 CROSS SECTIONS
5.2 CROSS SECTIONS
5.3 CROSS SECTIONS
6.0 RECLAMATION PLAN
ENGINEERS SEAL
U.S. DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
PINEDALE FIELD OFFICE
1625 WEST PINE STREET
PINEDALE, WY 82941
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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 LAND 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
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RIVER DESIGN GROUP, INC.
236 WISCONSIN AVE
WHITEFISH, MT 59937
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EXISTING CONDITIONS
WILDCAT CANYON DAM IS LOCATED ON AN EPHEMERAL DRAW IN THE BIRD DRAW
WATERSHED. THE SITE CONSISTS OF AN EARTHEN STOCK POND IMPOUNDMENT THAT IS
BEING FLANKED BY AN ADVANCING KNICKPOINT. THE KNICKPOINT HEIGHT IS GREATER THAN
10 FEET HIGH AND IS MIGRATING INTO A WIDE DRAW CHARACTERIZED BY NUMEROUS
SMALL MICRO CHANNELS. CONTINUED ADVANCEMENT OF THE KNICKPOINT WILL RESULT IN
CONCENTRATED RUNOFF AND HIGH SEDIMENT DELIVERY TO DOWNSTREAM AREAS.
SEDIMENT DELIVERY WILL BE EXACERBATED BY EROSION OF THE MATERIAL STORED
UPSTREAM OF THE IMPOUNDMENT AND FROM THE MATERIAL IN THE IMPOUNDMENT.
IMAGERY: RDG HILLSHADE 2019
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EXISTING CHANNEL
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LEGEND
STAGING AREA
ACCESS ROAD
GRADING EXTENTS
TURN RIGHT (WEST) ONTO BENEFICIAL OIL ROAD FROM HWY 189.
TRAVEL 2.4 MILES ON BENEFICIAL OIL ROAD, THEN TURN RIGHT (TO THE
NORTH) ONTO AN UNMARKED BLM ROAD.
CONTINUE 0.9 MILES TO PROJECT SITE, LOCATED ON THE RIGHT SIDE (TO
THE EAST) OF THE ROAD.
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SHEET
PT #1013
6869.202'
SET RDG
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6916.218'
SET RDG
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SET RDG
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THE PROJECT COORDINATES ARE BASED ON THE FOLLOWING:
HORIZONTAL PROJECTION: WYOMING (WEST) STATE PLANE
HORIZONTAL DATUM: NAD83 (12N)
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 DAM REMOVAL
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RESTORATION STRATEGIES AND ACTIONS
THE PURPOSE OF THIS PROJECT IS TO REMOVE AN EARTHEN IMPOUNDMENT AND
RE-GRADE EXISTING INCISED CHANNELS TO RE-ESTABLISH A BROAD DRAW WITH
NUMEROUS STABLE MICRO CHANNELS. REMOVAL OF THE IMPOUNDMENT AND
STORED SEDIMENT WILL REDUCE DOWNSTREAM SEDIMENT DELIVERY. RE-GRADING
THE DRAW AND INCISED CHANNELS WILL REDUCE PEAK FLOWS BY SPREADING OUT
FLOW OVER A GREATER AREA. THE ADVANCING KNICKPOINT WILL BE ELIMINATED
BY FILLING THE INCISED CHANNELS WITH EXCAVATED MATERIAL. SAGE BRUSH WILL
BE SALVAGED DURING EXCAVATION AND USED FOR FLOODPLAIN ROUGHNESS TO
TEMPORARILY STABILIZE RE-GRADED SURFACES.
ROUGHNESS TREATMENT
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BASE SURFACE: EXISTING GROUND - 2020 TOPO SURFACE COMPARED TO: FINISHED GRADE-RDG DESIGN
FINISHED GRADE
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STATION 2+75 TO 15+00 64,465 CY
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0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'0'-1 0'
-2 0'
-3 0'
-4 0'
-5 0'
-6 0'
-7 0'
-8 0'
-9 0'
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-3
-3
-3
-3
-3
-3
-3
-3
-3
-3
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-7
EL
EV
AT
IO
N
ALIGNMENT OFFSET STATIONING
5+50
6868' 6870' 6872' 6874' 6876' 6878' 6880' 6882' 6884' 6886' 6888' 6890' 6892' 6894' 6896' 6898' 6900' 6902' 6904'
6868' 6870' 6872' 6874' 6876' 6878' 6880' 6882' 6884' 6886' 6888' 6890' 6892' 6894' 6896' 6898' 6900' 6902' 6904'
0' 10
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'0'-1 0'
-2 0'
-3 0'
-4 0'
-5 0'
-6 0'
-7 0'
-8 0'
-9 0'
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-3
-3
-3
-3
-3
-3
-3
-3
-3
-3
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-6
-6
-6
-6
EL
EV
AT
IO
N
ALIGNMENT OFFSET STATIONING
6+50
6868' 6870' 6872' 6874' 6876' 6878' 6880' 6882' 6884' 6886' 6888' 6890' 6892' 6894' 6896'
6868' 6870' 6872' 6874' 6876' 6878' 6880' 6882' 6884' 6886' 6888' 6890' 6892' 6894' 6896'
0' 10
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'0'-1 0'
-2 0'
-3 0'
-4 0'
-5 0'
-6 0'
-7 0'
-8 0'
-9 0'
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-3
-3
-3
-3
-3
-3
-3
-3
-3
-3
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-5
-5
-5
EL
EV
AT
IO
N
ALIGNMENT OFFSET STATIONING
4+50
6870' 6872' 6874' 6876' 6878' 6880' 6882' 6884' 6886' 6888' 6890' 6892' 6894' 6896' 6898' 6900' 6902' 6904' 6906'
6870' 6872' 6874' 6876' 6878' 6880' 6882' 6884' 6886' 6888' 6890' 6892' 6894' 6896' 6898' 6900' 6902' 6904' 6906'
0' 10
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'0'-1 0'
-2 0'
-3 0'
-4 0'
-5 0'
-6 0'
-7 0'
-8 0'
-9 0'
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-3
-3
-3
-3
-3
-3
-3
-3
-3
-3
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-7
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:
5.0
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
RR
/M
D
M D
M D
TH
AD
DR
ES
S2
AD
DR
ES
S1
CR
O
SS
S
EC
TI
O N
S W
IL
DC
AT
D
AM
R
EM
O
VA
L
RI
VE
R
DE
SI
GN
G
RO
U P, IN
C.
6/ 4/
6/ 4/
6/ 4/
6/ 4/
X 1/
5/
M D
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
AT
IO
N
ALIGNMENT OFFSET STATIONING
8+50
6864'
6866'
6868'
6870'
6872'
6874'
6876'
6864'
6866'
6868'
6870'
6872'
6874'
6876'
0' 10
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'0'-1 0'
-2 0'
-3 0'
-4 0'
-5 0'
-6 0'
-7 0'
-8 0'
-9 0'
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-2
-2
-2
-2
EL
EV
AT
IO
N
ALIGNMENT OFFSET STATIONING
9+00
6864'
6866'
6868'
6870'
6872'
6864'
6866'
6868'
6870'
6872'
0' 10
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'0'-1 0'
-2 0'
-3 0'
-4 0'
-5 0'
-6 0'
-7 0'
-8 0'
-9 0'
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-2
-2
-2
-2
EL
EV
AT
IO
N
ALIGNMENT OFFSET STATIONING
9+50
6862'
6864'
6866'
6868'
6870'
6872'
6862'
6864'
6866'
6868'
6870'
6872'
0' 10
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'0'-1 0'
-2 0'
-3 0'
-4 0'
-5 0'
-6 0'
-7 0'
-8 0'
-9 0'
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-2
-2
-2
EL
EV
AT
IO
N
ALIGNMENT OFFSET STATIONING
10+00
6860'
6862'
6864'
6866'
6868'
6860'
6862'
6864'
6866'
6868'
0' 10
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'0'-1 0'
-2 0'
-3 0'
-4 0'
-5 0'
-6 0'
-7 0'
-8 0'
-9 0'
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-2
-2
-2
EL
EV
AT
IO
N
ALIGNMENT OFFSET STATIONING
8+00
6866'
6868'
6870'
6872'
6874'
6876'
6866'
6868'
6870'
6872'
6874'
6876'
0' 10
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'0'-1 0'
-2 0'
-3 0'
-4 0'
-5 0'
-6 0'
-7 0'
-8 0'
-9 0'
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-2
-2
-2
-2
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
RR
/M
D
M D
M D
TH
AD
DR
ES
S2
AD
DR
ES
S1
CR
O
SS
S
EC
TI
O N
S W
IL
DC
AT
D
AM
R
EM
O
VA
L
RI
VE
R
DE
SI
GN
G
RO
U P, IN
C.
6/ 4/
6/ 4/
6/ 4/
6/ 4/
X 1/
5/
M D
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
AT
IO
N
ALIGNMENT OFFSET STATIONING
10+50
6860'
6862'
6864'
6866'
6868'
6860'
6862'
6864'
6866'
6868'
0' 10
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'0'-1 0'
-2 0'
-3 0'
-4 0'
-5 0'
-6 0'
-7 0'
-8 0'
-9 0'
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-2
-2
EL
EV
AT
IO
N
ALIGNMENT OFFSET STATIONING
11+00
6858'
6860'
6862'
6864'
6866'
6868'
6858'
6860'
6862'
6864'
6866'
6868'
0' 10
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'0'-1 0'
-2 0'
-3 0'
-4 0'
-5 0'
-6 0'
-7 0'
-8 0'
-9 0'
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-2
-2
-2
EL
EV
AT
IO
N
ALIGNMENT OFFSET STATIONING
11+50
6856'
6858'
6860'
6862'
6864'
6866'
6868'
6856'
6858'
6860'
6862'
6864'
6866'
6868'
0' 10
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'0'-1 0'
-2 0'
-3 0'
-4 0'
-5 0'
-6 0'
-7 0'
-8 0'
-9 0'
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-2
-2
-2
-2
EL
EV
AT
IO
N
ALIGNMENT OFFSET STATIONING
12+00
6848'
6850'
6852'
6854'
6856'
6858'
6860'
6862'
6864'
6866'
6868'
6870'
6848'
6850'
6852'
6854'
6856'
6858'
6860'
6862'
6864'
6866'
6868'
6870'
0' 10
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'0'-1 0'
-2 0'
-3 0'
-4 0'
-5 0'
-6 0'
-7 0'
-8 0'
-9 0'
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-2
-2
-2
-2
-2
EL
EV
AT
IO
N
ALIGNMENT OFFSET STATIONING
12+50
6846'
6848'
6850'
6852'
6854'
6856'
6858'
6860'
6862'
6864'
6866'
6868'
6846'
6848'
6850'
6852'
6854'
6856'
6858'
6860'
6862'
6864'
6866'
6868'
0' 10
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'0'-1 0'
-2 0'
-3 0'
-4 0'
-5 0'
-6 0'
-7 0'
-8 0'
-9 0'
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-2
-2
-2
-2
-2
-2
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
RR
/M
D
M D
TH
AD
DR
ES
S2
AD
DR
ES
S1
CR
O
SS
S
EC
TI
O N
S W
IL
DC
AT
D
AM
R
EM
O
VA
L
RI
VE
R
DE
SI
GN
G
RO
U P, IN
C.
M D
6/ 4/
6/ 4/
6/ 4/
6/ 4/
X 1/
5/
M D
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
AT
IO
N
ALIGNMENT OFFSET STATIONING
13+00
6846'
6848'
6850'
6852'
6854'
6856'
6858'
6860'
6862'
6864'
6866'
6846'
6848'
6850'
6852'
6854'
6856'
6858'
6860'
6862'
6864'
6866'
0' 10
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'0'-1 0'
-2 0'
-3 0'
-4 0'
-5 0'
-6 0'
-7 0'
-8 0'
-9 0'
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-2
-2
-2
-2
-2
-2
-2
EL
EV
AT
IO
N
ALIGNMENT OFFSET STATIONING
13+50
6844'
6846'
6848'
6850'
6852'
6854'
6856'
6858'
6860'
6862'
6864'
6866'
6868'
6844'
6846'
6848'
6850'
6852'
6854'
6856'
6858'
6860'
6862'
6864'
6866'
6868'
0' 10
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'0'-1 0'
-2 0'
-3 0'
-4 0'
-5 0'
-6 0'
-7 0'
-8 0'
-9 0'
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-2
-2
-2
-2
-2
-2
-2
-2
EL
EV
AT
IO
N
ALIGNMENT OFFSET STATIONING
14+00
6840'
6842'
6844'
6846'
6848'
6850'
6852'
6854'
6856'
6858'
6860'
6862'
6864'
6866'
6840'
6842'
6844'
6846'
6848'
6850'
6852'
6854'
6856'
6858'
6860'
6862'
6864'
6866'
0' 10
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'0'-1 0'
-2 0'
-3 0'
-4 0'
-5 0'
-6 0'
-7 0'
-8 0'
-9 0'
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-2
-2
-2
-2
-2
-2
-2
-2
-2
EL
EV
AT
IO
N
ALIGNMENT OFFSET STATIONING
14+50
6844'
6846'
6848'
6850'
6852'
6854'
6856'
6858'
6860'
6844'
6846'
6848'
6850'
6852'
6854'
6856'
6858'
6860'
0' 10
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'
0'0'-1 0'
-2 0'
-3 0'
-4 0'
-5 0'
-6 0'
-7 0'
-8 0'
-9 0'
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-2
-2
-2
-2
-2
-2
-2
-2
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
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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MARK
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REVISION
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DATE
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APPROVED
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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SHEET
2+00 3+00
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PLAN VIEW
0' 150' 300'
LEGEND
DESIGN ALIGNMENT
WILDCAT DAM
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).
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FURROW 2 RIDGE 2
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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
· 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
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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APPROVED
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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SHEET
| 1.0 Title Page |
| 2.0 Existing Conditons |
| 3.0 Access and Staging |
| 3.1 Survey Control |
| 4.0 Site Plan |
| 4.1 Grading Plan |
| 5.0 Cross Sections |
| 5.1 Cross Sections |
| 5.2 Cross Sections |
| 5.3 Cross Sections |
| 6.0 Roughness Treatment Detail |
File details come from the government source that posted it. Updated .