Drawings-Eagle_Cr_Rd-All_tjs_20220721.pdf
PDF 23 MB Posted
- Attached to
- EAGLE CREEK ROAD RECONSTRUCTION Federal contract opportunity
- Solicitation number
- 140L2622R0008
About this file
This document provides details on a federal contract opportunity for road reconstruction work. The solicitation number is 140L2622R0008 and seeks bids for the Eagle Creek Road Reconstruction project. The work involves reconstructing Eagle Creek Road and is being conducted by the Department of the Interior Bureau of Land Management Idaho Region. Interested bidders should review the attached drawings file Drawings-Eagle_Cr_Rd-All_tjs_20220721.pdf for project specifications and submit bids in response to solicitation 140L2622R0008. The opportunity type is listed as a solicitation, indicating the government is openly accepting proposals for this reconstruction work to be awarded as a contract.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Eagle_Creek_Bid_Schedule_Amendment_0002_0002.pdf | ||
| Sol_140L2622R0008_Amd_0002.pdf | ||
| Pre-bid_tour-Rev_1_tjs_20220815_0001.pdf | ||
| Sol_140L2622R0008_Amd_0001.pdf | ||
| Encl_2-Amended_Drawing_Sheets-Rev_1_0001.pdf | ||
| Encl_1-Amended_Bid_Schedule_and_Section_F_2_0001.pdf | ||
| SF-24_Bid_Bond.pdf | ||
| FP-14_SS_Eagle_Cr_Rd_tjs_20220422.pdf | ||
| Sol_140L2622R0008.pdf |
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Text version
NO. DATEBYREVISION DESCRIPTION
SHEET NO.
SET NO.
PROJECT:
DATE:SHEET INDEX
CONSTRUCTION PLANS:
SHEET DRAWING NAME
1 T01 TITLE
2-7 P01-P06 PROJECT AREA MAPS - 1 TO 6
8 S01 SUMMARY OF QUANTITIES & CULVERT INSTALLATION DETAILS
9-17 W01-W09 BASE ITEMS WORKLISTS -1 TO 18
18-22 W10-W14 ADDITIVE 1 ITEMS WORKLISTS -19 TO 27
23-27 W15-W19 ADDITIVE 2 ITEMS WORKLISTS -28 TO 37
28-30 C01-C03 TYPICAL SECTIONS - 1 TO 3
31 C04 REALIGN PLAN WITH POINTS
32 C05 REALIGN PLAN & PROFILE
33-34 C06-07 REALIGN SECTIONS - 1 TO 2
35 C08 TURNOUT & TURNAROUND DETAILS
36 C09 DRAIN DIP DETAIL
37 C10 CULVERT IN CHANNEL DETAILS
38 C11 DEWATERING TYPICAL DETAILS
39 C12 CULVERT WITH CATCH BASIN DETAILS
40 C13 CATCH BASIN DETAILS
41 C14 OUTLET DITCH DETAILS
42-44 C15-C17 CULVERT BAND DETAILS - 1 TO 3
45-46 C18-C19 GATE DETAILS - 1 TO 2
47 C20 BENTON MEADOWS PIT
48 C21 STAKING NOTES
49 C22 SIGN PLAN
APRIL 21, 2022
3501-2022
EAGLE CREEK ROAD RECONSTRUCTION
CONSTRUCTION/RECONSTRUCTION PLANS FOR ROADS
U.S. DEPARTMENT OF INTERIOR
BUREAU OF LAND MANAGEMENT
IDAHO STATE OFFICE
COEUR D'ALENE DISTRICT
COTTONWOOD FIELD OFFICE
NEZ PERCE COUNTY
DATE
APPROVED BY:
RECOMMENDED BY:
DATE
APPROVED BY:
DESIGNED BY:
DATE
DATE
APPROVED BY:
DATE
PROJECT LOCATION
PROJECT LOCATION
PROJECT LOCATION
BENTON MEADOWS PIT,
AGGREGATE SOURCE
DWG SHEET NO.
OF
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CHECKEDDESIGNERDATEDRAWING TITLE
NO. DATEBYREVISION DESCRIPTION
United States Department of Interior Bureau of Land Management
COTTONWOOD FIELD OFFICE
COEUR D'ALENE DISTRICT
EAGLE CREEK ROAD RECONSTRUCTION
STATE OFFICE
IDAHO PROJECT MAP 1
APRIL 1, 2022 TJ SYVERSON TE PARDY 2
P01
MP 0.00: BEGIN RECONSTRUCTION,
EAGLE CREEK ROAD.
LAT 46.10423°
LONG -116.81887°
MP 3.7, ZAZA ROAD, CR 540: BENTON MEADOWS PIT,
LEFT. IDAHO FISH & GAME LAND.
LAT 46.11788°
LONG -116.80605°
T 32 N
R
W
T 32 N
T 32 N
T 32 N
N
SCALE: 1" = 14 MILE
MP 0.38: WASTE AREA UP OLD BERMED ROAD, LEFT.
IDAHO FISH & GAME LAND.
LAT 46.09866°
LONG -116.81780°
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United States Department of Interior Bureau of Land Management
COTTONWOOD FIELD OFFICE
COEUR D'ALENE DISTRICT
EAGLE CREEK ROAD RECONSTRUCTION
STATE OFFICE
IDAHO PROJECT MAP 2
APRIL 1, 2022 TJ SYVERSON TE PARDY 3
P02
MP 0.38: WASTE AREA UP OLD BERMED ROAD, LEFT.
IDAHO FISH & GAME LAND.
LAT 46.09866°
LONG -116.81780°
MP 2.44: WASTE AREA UP OLD BERMED ROAD, LEFT.
IDAHO FISH & GAME LAND.
LAT 46.080083°
LONG -116.80183°
T 32 N
T 32 N
T 32 N
SCALE: 1" = 14 MILE
MP 0.00: BEGIN RECONSTRUCTION,
EAGLE CREEK ROAD.
LAT 46.10423°
LONG -116.81887°
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CHECKEDDESIGNERDATEDRAWING TITLE
NO. DATEBYREVISION DESCRIPTION
United States Department of Interior Bureau of Land Management
COTTONWOOD FIELD OFFICE
COEUR D'ALENE DISTRICT
EAGLE CREEK ROAD RECONSTRUCTION
STATE OFFICE
IDAHO PROJECT MAP 3
APRIL 1, 2022 TJ SYVERSON TE PARDY 4
P03
MP 3.71: WASTE AREA UP OLD BERMED ROAD, LEFT.
IDAHO DEPT. OF LANDS LAND.
LAT 46.06882°
LONG -116.78474°
T 32 N
T 31 N
T 32 N
T 31 N
T 31 N
T 32 N
T 31 N
SCALE: 1" = 14 MILE
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BUREAU OF LAND MANAGEMENT
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CHECKEDDESIGNERDATEDRAWING TITLE
NO. DATEBYREVISION DESCRIPTION
United States Department of Interior Bureau of Land Management
COTTONWOOD FIELD OFFICE
COEUR D'ALENE DISTRICT
EAGLE CREEK ROAD RECONSTRUCTION
STATE OFFICE
IDAHO PROJECT MAP 4
APRIL 1, 2022 TJ SYVERSON TE PARDY 5
P04
MP 6.71: WASTE AREA UP OLD BERMED ROAD, LEFT.
IDAHO FISH & GAME LAND.
LAT 46.03609°
LONG -116.76518°
ON OLD ROAD GRADE STARTING AT MP 6.71:
WASTE AREA ON LARGE LANDING, WITH
ROOM TO TURN AROUND.
IDAHO FISH & GAME LAND.
LAT 46.03517°
LONG -116.76426°
MP 7.15: WIDE FLAT, LEFT. STAGING/WASTE AREA.
IDAHO FISH & GAME LAND.
LAT 46.03047°
LONG -116.76118°
T 31 N
T 31 N
T 31 N
SCALE: 1" = 14 MILE
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U.S. DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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CHECKEDDESIGNERDATEDRAWING TITLE
NO. DATEBYREVISION DESCRIPTION
United States Department of Interior Bureau of Land Management
COTTONWOOD FIELD OFFICE
COEUR D'ALENE DISTRICT
EAGLE CREEK ROAD RECONSTRUCTION
STATE OFFICE
IDAHO PROJECT MAP 5
APRIL 1, 2022 TJ SYVERSON TE PARDY 6
P05
MP 9.41: STAGING/STOCKPILE AREA, LEFT.
IDAHO FISH & GAME LAND.
LAT 46.01470°
LONG -116.72359°
MP 9.73: PUMP CHANCE, RIGHT, BEHIND GATE.
IDAHO FISH & GAME LAND.
LAT 46.01096°
LONG -116.71940°
MP 9.78 TO 9.81: LARGE FLAT AREA, LEFT,
STAGING AREA.
IDAHO FISH & GAME LAND.
LAT 46.01022°
LONG -116.71861°
MP 10.51: WIDE FLAT, LEFT, STAGING AREA.
IDAHO FISH & GAME LAND.
LAT 46.00341°
LONG -116.70874°
T 31 N
T 31 N
T 31 N
SCALE: 1" = 14 MILE
MP 10.88: SOUTH APPROACH, EAGLE CREEK BRIDGE.
END ALL RECONSTRUCTION WORK ITEMS.
LAT 45.99992°
LONG -116.70336°
MP 10.68: WIDE FLAT, LEFT, STAGING & PILE BURNING AREA.
IDAHO FISH & GAME LAND.
LAT 46.00213°
LONG -116.70679°
MP 10.80: WIDE FLAT, LEFT, STAGING & PILE BURNING AREA.
IDAHO FISH & GAME LAND.
LAT 46.00059°
LONG -116.70434°
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U.S. DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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CHECKEDDESIGNERDATEDRAWING TITLE
NO. DATEBYREVISION DESCRIPTION
United States Department of Interior Bureau of Land Management
COTTONWOOD FIELD OFFICE
COEUR D'ALENE DISTRICT
EAGLE CREEK ROAD RECONSTRUCTION
STATE OFFICE
IDAHO PROJECT MAP 6
APRIL 1, 2022 TJ SYVERSON TE PARDY 7
P06
T 31 N
T 31 N
T 31 N
SCALE: 1" = 14 MILE
MP 11.83: BEGIN FULL DEPTH SURFACING OVER GEOTEXTILE
SEPARATION FABRIC, ARCHEOLOGICAL SITE 10NP125.
LAT 45.990993°
LONG -116.716917°
MP 11.86: END FULL DEPTH SURFACING OVER GEOTEXTILE
SEPARATION FABRIC, ARCHEOLOGICAL SITE 10NP125.
LAT 45.990614°
LONG -116.717249°
MP 12.36: BEGIN FULL DEPTH SURFACING OVER GEOTEXTILE
SEPARATION FABRIC, ARCHEOLOGICAL SITE 10NP124.
LAT 45.984203°
LONG -116.723782°
MP 12.40: END FULL DEPTH SURFACING OVER GEOTEXTILE
SEPARATION FABRIC, ARCHEOLOGICAL SITE 10NP124.
LAT 45.983746°
LONG -116.724284°
MP 12.71: BEGIN FULL DEPTH SURFACING OVER GEOTEXTILE
SEPARATION FABRIC, ARCHEOLOGICAL SITE 10NP122.
LAT 45.979214°
LONG -116.726941°
MP 12.76: END FULL DEPTH SURFACING OVER GEOTEXTILE
SEPARATION FABRIC, ARCHEOLOGICAL SITE 10NP122.
LAT 45.978571°
LONG -116.727829°
T 30 N T 30 N
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PROJECT NAME
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U.S. DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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YIELDING FOUNDATION
D
D
D
ROCK FOUNDATION
TYPICAL BACKFILL DETAIL
ONE HALF INCH PER FOOT OF FILL ABOVE
TOP OF PIPE, 12" MINIMUM OR
3/4 D MAXIMUM.
12"12"
(D + 4') MINIMUM
2'
EMBANKMENT ABOVE THIS
HEIGHT SHALL BE COMPACTED
AS SPECIFIED IN SPEC. 204
12" MIN.
24" MIN.
MAXIMUM 6 INCH COMPACTED LAYERS USING
COMPACTION METHODS 6 AND 2 PER SECTION 209.
BEDDING SHALL BE SUITABLE MATERIAL, UNIFORMLY
COMPACTED AND SHAPED TO FIT THE BOTTOM OF
THE PIPE PER SECTION 209 OF THE SPECIFICATIONS.
METAL THICKNESS AND GAGE TABLES
STEEL
ZINC
COATED
UN-
COATED
ALUMINUM APPROX.
GAGE
Metal Thickness in inches 0.064 0.079 0.109 0.138 0.168 0.188 0.218 0.249
0.0598 0.0747 0.1046 0.1345 0.1644 0.1838 0.2145 0.2451 0.27580.280
0.060 0.075 0.105 0.135 0.164
GENERAL NOTES:
TREATMENT OF DAMAGED SPELTER: THE DAMAGED OR CORRODED ENDS OF METAL PIPE TO BE
EXTENDED SHALL BE REMOVED. IF THE DAMAGED END IS FLAME CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE WIRE BRUSHED TO CLEAN METAL AND THE AREA SHALL BE PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC CONTENT, FOR REPAIR OF THE GALVANIZED SURFACES.
SETTLEMENT AND CAMBER: PIPES SHALL BE CAMBERED AS NECESSARY TO COMPENSATE FOR ANY ANTICIPATED SETTLEMENT IN THE FOUNDATION OR BED. CAMBER SHALL BE ON A PARABOLIC CURVE
WITH NO POINT ALONG THE INVERT BEING HIGHER THAN THE INVERT AT THE INLET.
EMBANKMENT AND FOUNDATION SOIL CONDITION CAMBER
EXISTING FILLS, REGARDLESS OF FOUNDATION SOILS
NEW EMBANKMENT
1% OF PIPE LENGTH, NOT
TO EXCEED 3/4 OF PIPE
SPAN.ROADLC
CAMBER
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT NAME
United States Department of Interior Bureau of Land Management
NO. DATEBYREVISION DESCRIPTION
COTTONWOOD FIELD OFFICE
COEUR D'ALENE DISTRICT
EAGLE CREEK ROAD RECONSTRUCTION
STATE OFFICE
IDAHO SUMMARY OF QUANTITIES & CULVERT
INSTALLATION DETAILS
JUNE 9, 2022 TJ SYVERSON TE PARDY 8
S01
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT NAME
United States Department of Interior Bureau of Land Management
NO. DATEBYREVISION DESCRIPTION
COTTONWOOD FIELD OFFICE
COEUR D'ALENE DISTRICT
EAGLE CREEK ROAD RECONSTRUCTION
STATE OFFICE
IDAHO BASE ITEMS WORKLISTS 1 & 2
JUNE 7, 2022 TJ SYVERSON TE PARDY 9
W01
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United States Department of Interior Bureau of Land Management
NO. DATEBYREVISION DESCRIPTION
COTTONWOOD FIELD OFFICE
COEUR D'ALENE DISTRICT
EAGLE CREEK ROAD RECONSTRUCTION
STATE OFFICE
IDAHO BASE ITEMS WORKLISTS 3 & 4
JUNE 7, 2022 TJ SYVERSON TE PARDY 10
W02
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United States Department of Interior Bureau of Land Management
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COTTONWOOD FIELD OFFICE
COEUR D'ALENE DISTRICT
EAGLE CREEK ROAD RECONSTRUCTION
STATE OFFICE
IDAHO ADDITIVE 2 ITEMS WORKLISTS 32 & 33
JUNE 7, 2022 TJ SYVERSON TE PARDY 25
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EAGLE CREEK ROAD RECONSTRUCTION
STATE OFFICE
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EAGLE CREEK ROAD RECONSTRUCTION
STATE OFFICE
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1.
5'
, M
IN
3'
5'
5'
1.67'
MP 1.77
6'6'
2'
EX.
ROAD
2', MIN.
NEW
ROAD
EL. 100.00 EL. 100.00
EL. 95.14
EL. 96.25
EL. 100.60 EL. 99.76
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United States Department of Interior Bureau of Land Management
NO. DATEBYREVISION DESCRIPTION
COTTONWOOD FIELD OFFICE
COEUR D'ALENE DISTRICT
EAGLE CREEK ROAD RECONSTRUCTION
STATE OFFICE
IDAHO TYPICAL SECTIONS - 1
APRIL 1, 2022 TJ SYVERSON TE PARDY 28
C01
RECONSTRUCTION INSLOPED SECTION
NOT TO SCALE
1V:2H
1'
CL
CL
RECONSTRUCTION OUTSLOPED SECTION
NOT TO SCALE
INSLOPE, OUTSLOPE, OR CROWN AS SPECIFIED IN
THE WORKLIST.
5'
ROADSIDE
CLEARING
OUTER LIMITS
5'
ROADSIDE
CLEARING
OUTER LIMITS
5'
ROADSIDE CLEARING
OUTER LIMITS
5'
ROADSIDE CLEARING
OUTER LIMITS
RECONSTRUCTION CROWNED SECTION
NOT TO SCALE
3% MIN. TO 5 % MAX.
1V:2H
1'
CL
5'
5'
ROADSIDE CLEARING
OUTER LIMITS
3 MIN. TO 5% MAX.
3 MIN. TO 5% MAX.
ROADSIDE CLEARING
OUTER LIMITS
ARMORED FILL SLOPE, MP 1.77, CROWNED
SCALE: 1" = 5'
FILL SLOPE
CLEARING
OUTER LIMITS
ROADSIDE CLEARING
OUTER LIMITS
1V:2H
TYPICAL
1V:1H, MAX.
CLASS 3
RIPRAP
3% MIN. TO 5% MAX.
EXISTING ROAD SURFACE
12 INCH COMPACTED 2.5" MINUS
BASE COURSE AGGREGATE.
BASE COURSE SURFACING
SHALL BE FOR FULL EXTENTS
OF AREA EXCAVATED.
NOTES:
MP 1.70: SIMILAR. ESTIMATED RIPRAP QUANTITY IS 20 CY±.
MP 3.64: SIMILAR BUT EXISTING FILL SLOPE IS 9' LONG, SLOPE DISTANCE, FROM TOP OF FILL TO BREAK WHERE 2' EMBEDMENT BEGINS.
ESTIMATED RIPRAP QUANTITY IS 50 CY±.
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EX.
ROAD
NEW
ROAD
6'
2.37' 6'
6+25'
MP 3.87
2'
M
IN
5'
5'
1.
5'
, M
IN
2', MIN.
EL. 300.00
EL. 300.18
EL. 292.20
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COTTONWOOD FIELD OFFICE
COEUR D'ALENE DISTRICT
EAGLE CREEK ROAD RECONSTRUCTION
STATE OFFICE
IDAHO TYPICAL SECTIONS - 2
APRIL 1, 2022 TJ SYVERSON TE PARDY 29
C02
REALIGNMENT SECTION, CROWNED
NOT TO SCALE
5'
6'
5'
3 MIN. TO 5% MAX.
2' MIN.
1.
5'
M
IN
FILL SLOPE
CLEARING
OUTER LIMITS
CL
6'
CUT SLOPE
CLEARING
OUTER LIMITS
1V:1H
CUT SLOPE
1V:2H
TYPICAL
1V:1H, MAX.
2' B
EL
O
W E
X.
C
H
AN
N
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3'
CLASS 3
RIPRAP
GABION REPAIR SECTION, MP 3.87, CROWNED
SCALE: 1" = 5'
FILL SLOPE
CLEARING
OUTER LIMITS
ROADSIDE CLEARING
OUTER LIMITS
3' X 3' X 6' GABION BASKETS,
TYP. 2 PLACES
1.5' X 3' X 6' GABION BASKETS,
TYP. 2 PLACES
NOTES:
1. CROSS-SECTION MEASURED AT MOST SEVERE EROSION, 25' AHEAD OF MP 3.87.
EXISTING ROAD SURFACE
12 INCH COMPACTED 2.5" MINUS
BASE COURSE AGGREGATE.
BASE COURSE SURFACING
SHALL BE FOR FULL EXTENTS
OF AREA EXCAVATED.
12 INCH COMPACTED 2.5" MINUS
BASE COURSE AGGREGATE.
BASE COURSE SURFACING
SHALL BE FOR FULL EXTENTS
OF AREA EXCAVATED.
6" OF COMPACTED 1.5" MINUS
AGGREGATE
1V:2H
TYPICAL
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END GABION CELL
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BACK
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%%UINTERNAL TIE WIRE ISOMETRIC
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%%UTYPICAL GABION STRUCTURE ISOMETRIC
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INTERVALS
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TOP
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BASE
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FRONT
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END
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END
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FOLD
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FOLD
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%%UGABION BASKET ISOMETRIC
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%%ULACING WIRE DETAIL
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%%UGABION DEVELOPMENT
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%%UINTERNAL TIE WIRE DETAIL
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%%UNOTES:
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1. INTERNAL GABIONS SHALL HAVE ONE SET OF
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INTERNAL TIE WIRES PLACED AT MID-HEIGHT
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OF THE GABIONS.
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AutoCAD SHX Text (914 mm)
AutoCAD SHX Text THIS LACING WIRE DETAIL SHALL BE UTILIZED FOR VERTICAL EDGE SEAMS, VERTICAL DIAPHRAGM SEAMS, TOP SEAMS & EDGES WHERE ADJACENT GABIONS MEET.
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LACE ABUTTING PERIMETERS
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AutoCAD SHX Text (457 mm)
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END CELLS ARE TIED IN BOTH DIRECTIONS
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TIE WIRE ANCHOR, 3-TWIST
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END CELL
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AutoCAD SHX Text (457 mm)
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2. THE METRIC CONVERSIONS ARE PROVIDED IN
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PARENTHESIS FOLLOWING THE ENGLISH UNITS.
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SELECT ROCK FILL
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SECURE END BEFORE STRETCHING
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ALTERNATE INTERNAL CELL PATTERN
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ALTERNATE END CELL PATTERN
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FRONT FACE
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SPAN 2-MESH OPENINGS
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PLAN OF TYPICAL GABION SHOWING FOLDS NECESSARY TO ASSEMBLE & TIE
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SINGLE LOOP
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DOUBLE LOOP
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TRIPLE WRAP WHERE ENDS OF LACING WIRE ADJOIN
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SELVEDGED PERIMETER
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INTERNAL GABION CELL
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DIAPHRAGM
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LID
AutoCAD SHX Text LACING WIRE 1 1/2 TIMES LENGTH TO BE LACED BUT NOT EXCEEDING 5 FEET (1524 mm)
AutoCAD SHX Text ALTERNATE PLACING OF ROCK & CONNECTING TIE WIRES SHALL BE DONE IN 1/3 INCREMENTS, EXCEPT 1'-6" (457 mm) GABIONS REQUIRE ONLY 1 SET OF 4 CONNECTING WIRES.
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2'
14'
EX.
ROAD
MP 8.93
3'
5'
5'
EL. 800.00
EL. 799.68
EL.799.72
EL. 798.63
EL. 791.64
EL. 790.11, ESTIMATED
4'.
M
IN
. D
EPTH
16.2'
MACHINE STACKED CLASS 4
RIPRAP BUTTRESS FOR
WIDTH OF GULLY, 8'+/-
1V:3H
MAX
1V:1H, MAX.SLOPE: MATCH EXISTING
EXPOSED BEDROCK
EL. 700.00
EL. 700.21
EL. 699.41
EL. 699.54
EL. 698.45
EL. 686.99
4.74' 2.26' 3.07'
EX.
ROAD
NEW
ROAD
EL. 699.91
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United States Department of Interior Bureau of Land Management
NO. DATEBYREVISION DESCRIPTION
COTTONWOOD FIELD OFFICE
COEUR D'ALENE DISTRICT
EAGLE CREEK ROAD RECONSTRUCTION
STATE OFFICE
IDAHO TYPICAL SECTIONS - 3
APRIL 1, 2022 TJ SYVERSON TE PARDY 30
C03
ARMORED FILL SLOPE, MP 8.93. OUTSLOPED
SCALE: 1" = 5'
EXISTING ROAD SURFACE
12 INCH COMPACTED 2.5" MINUS
BASE COURSE AGGREGATE.
BASE COURSE SURFACING
SHALL BE FOR FULL EXTENTS
OF AREA EXCAVATED.
3 MIN. TO 5% MAX.
1V:2H
TYPICAL
CL
FILL SLOPE
CLEARING
OUTER LIMITS
ROADSIDE CLEARING
OUTER LIMITS
EXISTING ROAD SURFACE
12 INCH COMPACTED 2.5" MINUS
BASE COURSE AGGREGATE.
BASE COURSE SURFACING
SHALL BE FOR FULL EXTENTS
OF AREA EXCAVATED.
BUTTRESSED FILL SLOPE SECTION, MP 7.89
SCALE: 1" = 5'
3 MIN. TO 5% MAX.
1V:2H
TYPICAL
CL CL
CLASS 3
RIPRAP
1V:1H, MAX.
NOTES:
MP 10.22: SIMILAR BUT EXISTING FILL SLOPE IS 8' LONG, SLOPE DISTANCE, FROM TOP OF FILL TO BREAK WHERE EMBEDMENT BEGINS.
ESTIMATED RIPRAP QUANTITY IS 24 CY±.
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ST
A
0+
ST
A
0+
ST
A
0+
ST
A
0+
ST
A
1+
ST
A
1+
ST
A
1+
ST
A
0+
.0
D
ES
IG
N
S
PE
ED
: 2 m i/h
L1 L2 L3 L4
L5 L6
C1
C2
C3
C4 C5
CP 2
CP 3
CP 4
CP 1
CP 5
CP 6
BP
: 0
+0 0.
EP
: 1
+3 5.
PC: 0+16.97
PC
: 0
+2 7.
PC
: 0
+4 6.
PC
: 0
+7 7.
PC: 1+07.94
PT: 0+19.19
PT
: 0
+4 2.
PT
: 0
+7 4.
PT
: 0
+9 4.
10 PT: 1+08.11
MID: 0+18.08
M
ID
: 0 +3
4.
M
ID
: 0 +6
0.
M
ID
: 0 +8
5.
MID: 1+08.03
EAGLE CREEK
2275 2270
2275 2270
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United States Department of Interior Bureau of Land Management
NO. DATEBYREVISION DESCRIPTION
COTTONWOOD FIELD OFFICE
COEUR D'ALENE DISTRICT
EAGLE CREEK ROAD RECONSTRUCTION
STATE OFFICE
IDAHO MP 7.56 REALIGN PLAN WITH POINTS
SCALE: 1" = 20'
APRIL 1, 2022 TJ SYVERSON TE PARDY 31
C04
N
CONTROL POINT TABLE
POINT #
CP 1
CP 2
CP 3
CP 4
CP 5
CP 6
NORTHING
1590764.20
1590825.67
1590806.90
1590744.67
1590742.07
1590675.56
EASTING
2369287.62
2369172.73
2369154.63
2369241.59
2369354.46
2369356.50
ELEVATION
2292.95
2316.66
2311.54
2290.82
2291.69
2271.75
DESCRIPTION
REPAR PINK CAP
REBAR PINK CAP
HUB WITH TACK
HUB WITH TACK
HUB WITH TACK
HUB WITH TACK
ALIGNMENT - MP 7.56
NUMBER
L1
C1
L2
C2
L3
C3
L4
C4
L5
C5
L6
STATION
0+00.0
PC 0+17.0
PI 0+18.1
PT 0+19.2
0+19.2
PC 0+27.0
PI 0+34.8
PT 0+42.4
0+42.4
PC 0+46.1
PI 0+60.9
PT 0+74.9
0+74.9
PC 0+77.7
PI 0+86.0
PT 0+94.1
0+94.1
PC 1+07.9
PI 1+08.0
PT 1+08.1
1+08.1
NORTHING
1590745.2
1590736.8
1590735.7
1590732.1
1590727.3
1590726.6
1590714.1
1590712.2
1590703.3
1590697.7
1590697.6
EASTING
2369195.7
2369210.4
2369212.4
2369219.3
2369233.8
2369237.5
2369263.0
2369265.0
2369278.7
2369291.4
2369291.5
RADIUS
50.00
50.00
50.00
50.00
50.00
DELTA
2-32-58
17-36-52
32-59-49
18-47-37
0-12-10
TANGENT
LENGTH
16.97
2.22
7.83
15.37
3.73
28.80
2.77
16.40
13.84
0.18
27.80
BEARING
S60° 09' 50.17"E
S61° 26' 19.24"E
S62° 42' 48.31"E
S71° 31' 14.42"E
S80° 19' 40.52"E
S63° 49' 46.15"E
S47° 19' 51.78"E
S56° 43' 40.44"E
S66° 07' 29.09"E
S66° 13' 33.96"E
S66° 19' 38.82"E
ALIGNMENT CENTERLINE POINTS
STATION
0+00.0
0+16.97
0+18.08
0+19.19
0+27.02
0+34.71
0+42.40
0+46.13
0+60.52
0+74.92
0+77.70
0+85.90
0+94.10
1+07.94
1+08.03
1+08.11
1+35.92
NORTHING
1590745.21
1590736.77
1590736.22
1590735.70
1590732.11
1590729.13
1590727.26
1590726.63
1590722.22
1590714.11
1590712.23
1590707.19
1590703.27
1590697.67
1590697.63
1590697.60
1590686.44
EASTING
2369195.69
2369210.41
2369211.38
2369212.36
2369219.32
2369226.40
2369233.84
2369237.52
2369251.17
2369263.01
2369265.05
2369271.51
2369278.70
2369291.36
2369291.44
2369291.52
2369316.98
ELEVATION
2282.52
2281.49
2281.42
2281.36
2280.88
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2279.95
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EL
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STATION (FEET)
ALIGNMENT - MP 7.56 PROFILE
-0+05 0+00 0+50 1+00 1+36
-6.07%
ST
A
0+
B
EG
IN
A
LI
G N
M
EN
T
- M
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7.
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1+
ST
A
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ST
A
1+
ST
A
0+
.0
D
ES
IG
N
S
PE
ED
: 2 m i/h
L1 L2
L3 L4
L5 L6
C1
C2
C3
C4 C5
CP 4
BP
: 0
+0 0.
EP
: 1
+3 5.
PC: 0+16.97
PC
: 0
+2 7.
PC
: 0
+4 6.
PC
: 0
+7 7.
PC: 1+07.94
PT: 0+19.19
PT
: 0
+4 2.
PT
: 0
+7 4.
PT
: 0
+9 4.
PT: 1+08.11
MID: 0+18.08
M
ID
: 0 +3
4.
71 M
ID
: 0 +6
0.
M
ID
: 0 +8
5.
MID: 1+08.03
EAGLE CREEK
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CHECKEDDESIGNERDATEDRAWING TITLEPROJECT NAME
United States Department of Interior Bureau of Land Management
NO. DATEBYREVISION DESCRIPTION
COTTONWOOD FIELD OFFICE
COEUR D'ALENE DISTRICT
EAGLE CREEK ROAD RECONSTRUCTION
STATE OFFICE
IDAHO MP 7.56 REALIGN PLAN & PROFILE
SCALE: 1" = 10'
APRIL 1, 2022 TJ SYVERSON TE PARDY 32
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United States Department of Interior Bureau of Land Management
NO. DATEBYREVISION DESCRIPTION
COTTONWOOD FIELD OFFICE
COEUR D'ALENE DISTRICT
EAGLE CREEK ROAD RECONSTRUCTION
STATE OFFICE
IDAHO MP 7.56 REALIGN SECTIONS - 1
SCALE: 1" = 15'
APRIL 1, 2022 TJ SYVERSON TE PARDY 33
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COEUR D'ALENE DISTRICT
EAGLE CREEK ROAD RECONSTRUCTION
STATE OFFICE
IDAHO MP 7.56 REALIGN SECTIONS -2
SCALE: 1" = 15'
APRIL 1, 2022 TJ SYVERSON TE PARDY 34
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