C04f_5a_EOTW G-Z LTIRSC Appendix D-Jungle Bird Road Plans.pdf
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- Attached to
- End of the World Long Term Stewardship
- Solicitation number
- 12363N26R4016
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a reconstruction plan set for specified forest roads within the Nez Perce/Clearwater National Forests, Salmon River Ranger District in Idaho County, Idaho. The project is titled "EOTW - Jungle Bird IRSC" and was approved on July 17, 2026.
The reconstruction plans encompass multiple roads (642, 642A, 9302, 9302A, 9302A1, 9461, 9485, 9485C, 2026A, 9301, 9465, 9404, 9424, 9424B, and 243/243B) totaling approximately 24 miles of road work. The work includes selective clearing and roadside disposal, roadway reconditioning with aggregate surface compaction, turf establishment through seeding and mulching, and extensive culvert work involving removal and replacement of corrugated metal pipe ranging from 12 inches to 48 inches in diameter. Additional work items include drainage excavation for ditches, catch basins, and drain dips; aggregate base and surface course placement; roadway excavation for slope work; embankment construction; linear grading; signage installation; and turnaround/turnout construction. The plans contain detailed typical sections showing road width specifications (generally 14-16 feet), slope angles (1.5V:1H to 3V:1H), and specific construction details for culverts, gates, and drainage features. Government-furnished seed is specified for turf establishment on disturbed areas across approximately 12-15 acres total, with most individual road segments requiring 0.2 to 2.0 acres of seeding.
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NO. DATEBYREVISION DESCRIPTION
SHEET NO.
SET NO.
PROJECT:
DATE:SHEET INDEX 9/2/2025
RECONSTRUCTION PLANS FOR SPECIFIED ROADS
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REGION ONE
NEZ PERCE/CLEARWATER NATIONAL FORESTS
RIVER RANGER DISTRICT
IDAHO COUNTY, IDAHO
DATE
APPROVED BY:
RECOMMENDED BY:
DATE
APPROVED BY:
DESIGNED BY:
DATE
DATE
PROJECT
LOCATION
KALVEN
METZ
Digitally signed by
KALVEN METZ
Date: 2026.07.06 08:57:38 -07'00'
Quentin Smith
Digitally signed by Quentin Smith Date: 2026.07.17 10:40:21 -07'00'
Jonathan Word
Digitally signed by Jonathan Word Date: 2026.07.17 10:41:44 -07'00'
JEFFREY
SHINN
Digitally signed by
JEFFREY SHINN
Date: 2026.07.17 10:56:51 -07'00'
DWG SHEET NO.
OF
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NEZ PERCE/CLEARWATER NATIONAL FORESTS
RIVER RANGER DISTRICT
NORTHERN PROJECT MAP
SHEET
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
PROJECT NAME
NORTHERN SUMMARY OF
QUANTITIES &
GENERAL NOTES
SUMMARY OF QUANTITY
SHEET
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
DATEBYREVISION DESCRIPTION
PROJECT NAM
NEZ PERCE/CLEARWATER NATIONAL FORESTS
RIVER RANGER DISTRICT
NORTHERN TYPICAL SECTIONS
NOT TO SCALE
8'
7' 8'
1.5V:1H
FILL SLOPE
1%
1'
1'
CL
7'
NOT TO SCALE
8'
7' 8'
CUT SLOPE
CLEARING
OUTER LIMITS
FILL SLOPE
CLEARING
OUTER LIMITS
CL
7'
1%
NOT TO SCALE
1'
1'
CL
CL
NOT TO SCALE
INSLOPE, OUTSLOPE, OR CROWN WHEN
SPECIFIED IN THE WORKLIST. OTHERWISE
MAINTAIN EXISTING.
NATIVE SURFACE
NATIVE SURFACE
8'
ROADSIDE
CLEARING
OUTER LIMITS
8'
ROADSIDE
CLEARING
OUTER LIMITS
8'
ROADSIDE CLEARING
OUTER LIMITS
8'
ROADSIDE CLEARING
OUTER LIMITS
FILL SLOPE
CLEARING
OUTER LIMITS
CUT SLOPE
CLEARING OUTER
LIMITS
1.5V:1H
CUT SLOPE
1.5V:1H
FILL SLOPE
1.5V:1H
CUT SLOPE
LIMITS OF EXCAVATION,
EMBANKMENT, OR
SHAPING AND FINISHING
LIMITS OF EXCAVATION,
EMBANKMENT, OR
SHAPING AND FINISHING
LIMITS OF EXCAVATION,
EMBANKMENT, OR
SHAPING AND FINISHING
LIMITS OF EXCAVATION,
EMBANKMENT, OR
SHAPING AND FINISHING
*TYPICAL SECTION ROAD WIDTHS - ROAD WIDTH SHOWN IS CONSIDERED GENERAL ROAD WIDTH FOR THE TYPICAL SECTION. HOWEVER ADDITIONAL WIDTH MAY BE NECESSARY THROUGH SEGMENTS OF ROAD. ADDITIONAL WIDTH MAY INCLUDE:
CURVE WIDENING TO ACCOMMODATE TRUCK OFF-TRACKING - EXTRA WIDTH FOR CURVE WIDENING WILL BE STAKED ON THE GROUND
AND/OR SHOWN IN THE PLANS OR WORKLISTS.
TURNOUT AND TURNAROUNDS - EXTRA WIDTH FOR TURNOUT AND TURNAROUNDS WILL BE STAKED ON THE GROUND AND/OR SHOWN IN
THE PLANS OR WORKLISTS.
WASTE SITES - EXTRA WIDTH FOR WASTE SITES WILL BE STAKED ON THE GROUND AND/OR SHOWN IN THE PLANS OR WORKLISTS. WIDTH FOR WASTE SITES MAY VARY AS THE QUANTITY OF EXCESS MAY VARY BECAUSE OF CONSTRUCTION TOLERANCES.
FILL SLOPE WIDENING - FILL SLOPE WIDENING SHALL BE APPLIED DURING CONSTRUCTION. IF A CONSTRUCTED FILL SLOPE IS GREATER THAN 3' IN VERTICAL HEIGHT ADD 1' OF WIDTH TO THE ROAD. IF A CONSTRUCTED FILL SLOPE IS GREATER THAN 6' IN VERTICAL HEIGHT
ADD 2' OF WIDTH TO THE ROAD.
8'
7' 8'
1%
1'
1'
CL
7'
SUBGRADE
FILL SLOPE
CLEARING
OUTER LIMITS
CUT SLOPE CLEARING
OUTER LIMITS
4 INCH
COMPACTED THICKNESS
GRADING <FILL IN>
3V:1H
TYPICAL
1.5V:1H
FILL SLOPE
1.5V:1H
CUT SLOPE
NOT TO SCALE
LIMITS OF EXCAVATION,
EMBANKMENT, OR
SHAPING AND FINISHING
LIMITS OF EXCAVATION,
EMBANKMENT, OR
SHAPING AND FINISHING
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
PROJECT
NORTHERN CURVE WIDEN DETAIL
CL
NOT TO SCALE
CENTERLINE
30' MINIMUM
CL
NOT TO SCALE
TYPICAL SECTION
ROAD WIDTH
TYPICAL SECTION
ROADWAY WIDTH
CURVE
WIDEN
CURVE
WIDEN
TOTAL ROADWAY WIDTH
CENTRAL
ANGLEΔ
RADIUS
EDGE OF ROADWAY
PT/PC
PT/PC
TA
PE
R (T
YP
TOTAL ROADWAY WIDTH
TOTAL ROADWAY WIDTH
CURVE WIDEN
AS SPECIFIED
NOTES:
1. ADD HORIZONTAL CURVE WIDENING TO THE INSIDE OF CURVES.
WIDENING APPLIES TO THE ROADWAY THROUGH THE ENTIRE CURVE
FROM PC TO PT.
TYPICAL SECTION WIDTH
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NORTHERN FILL SLOPE
BENCHING
IN
C H
C O
M
PA
C
TE
D
LI
FT
FI
LL
H
EI
G H
TS
G
R
EA
TE
R
T H
AN
FE
ET
R
EQ
U
IR
E
SL
O
PE
B
EN
C
H
IN
G
APPROXIMATELY 10' OR AS NEEDED
FOR COMPACTION EQUIPMENT
VA
R
IE
S
NOTES:
1. SLOPE BENCHING DETAILS ARE INTENDED TO PROVIDE CONSTRUCTION GUIDANCE FOR MEETING THE
REQUIREMENTS OF SECTION 204.09(d). PIONEER ROADS NEAR THE TOE OF THE FILL ARE ANTICIPATED
AND BENCH SIZES MAY VARY.
2. FILL SLOPE BENCHING WILL NOT BE MEASURED FOR PAYMENT. BENCHING IS CONSIDERED AN INDIRECT
COST OF THE PAY ITEM REQUIRING THE WORK.
3. CONTRACTOR IS RESPONSIBLE FOR THE SLOPE STABILITY OF ALL TEMPORARY CUTS.
EXISTING GROUND
SLOPE BENCHING
CONSTRUCTED FILL SLOPE
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
PRO
NEZ PERCE/CLEARWATER NATIONAL FORESTS
RIVER RANGER DISTRICT
NORTHERN TURNOUT AND TURNAROUND
DETAILS
TY
PI
C
AL
SE
C
TI
O
N R
O
AD
W
ID
TH
NOT TO SCALE
15'
EDGE OF ROAD
A
A
PLAN VIEW
50'
2%
2-4%
SECTION A-A
TYPICAL
SECTION
ROAD WIDTH
C/L ROAD
25'
25' 50' 25'
0'
TOL = TURNOUT LEFT
25' 50' 25'
TOR = TURNOUT RIGHT
25' 50' 25'
STO = SPLIT TURNOUT
8' 8'
N O
R M
AL
R
O
AD
W
ID
TH
NOT TO SCALE
CENTERLINE ROAD
EDGE OF ROAD
1V:1.5H
FILL SLOPE
1V:2H
CUT SLOPE
UNLESS OTHERWISE SPECIFIED DO NOT RAISE
OUTLET ABOVE ORIGINAL GROUND OR STREAMBED.
INSTALL ENERGY DISSIPATER OR OUTLET DITCH
WHEN SPECIFIED
ORIGINAL GROUND
OR STREAMBED
NOT TO SCALE
DWG SHEET NO.
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NORTHERN CULVERT DETAIL
MINIMUM COVER PER
MANUFACTURER'S
SPECIFICATIONS
ROAD FINISHED GRADE
2% MINIMUM
CULVERT GRADE
ROAD C AHEAD STATION
SKEW 120°SKEW 60°
L
OUTLINE OF RIPRAP
WHEN SPECIFIED. SEE
DETAIL THIS SHEET
1V: 1.5H 1V: 1.5H
"T"
NOT TO SCALE
INSTALL RIPRAP
WHERE SPECIFIED
A
A
1V: 1.5H
SECTION A-A
CULVERT
ROADWAY
FINISHED
GRADE
RIPRAP
RIPRAP CLASS "T"
0 1'-0"
1 1'-6"
2 2'-6"
3 3'-0"
4 3'-6"
NOT TO SCALE
120°
BEDDING
NOT TO SCALE
1'6" TYPICAL
UNCOMPACTED BEDDING
THICKNESS ACCORDING TO
SECTION 209 OF THE SPECIFICATIONS
CULVERT
1.5 X PIPE DIA.
OR 2' MIN.
OUTLET DRAIN TO NATURAL GROUND UNLESS
OTHERWISE SPECIFIED. INSTALL ENERGY
DISSIPATER OR OUTLET DITCH WHEN
SPECIFIED.
NOT TO SCALE
DWG SHEET NO.
OF
SHEET
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
PROJECT NA
NORTHERN CULVERT WITH CATCH
BASIN DETAIL
MINIMUM COVER PER
MANUFACTURER'S
SPECIFICATIONS
ROAD FINISHED GRADE
2% MINIMUM
CULVERT GRADE
EXISTING GROUND
EXISTING DITCH
CUT SLOPE
CATCH BASIN
CUT SLOPE
1V: 1H MAX.
1V: 1.5H 1V: 1.5H
OUTLINE OF HEADWALL
RIPRAP WHEN SPECIFIED.
SEE DETAIL THIS SHEET
NOT TO SCALE
NOT TO SCALE
OUTLINE OF CUT SLOPE
RIPRAP WHEN SPECIFIED.
SEE DETAIL THIS SHEET
1'-6"1'-6"
1V: 1H MAX.
1V: 1.5H
CATCH BASIN
CUT SLOPE
INSTALL HEADWALL
RIPRAP WHERE
SPECIFIED
CULVERT
INSTALL CUT
SLOPE RIPRAP
WHERE SPECIFIED
SEE CATCH BASIN DETAIL FOR
ADDITIONAL INFORMATION
ROAD C AHEAD STATION
SKEW 120°SKEW 60°
L
120°60
NOT TO SCALE
1'6" TYPICAL
UNCOMPACTED BEDDING
THICKNESS ACCORDING TO
SECTION 209 OF THE SPECIFICATIONS
CULVERT
BEDDING
NOT TO SCALE
OF
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NORTHERN CATCH BASIN DETAIL
PLAN VIEW
SUBGRADE
SHOULDER
TOP OF CUT
CULVERT
NORMAL DITCH LINE
DITCH DAM
RIPRAP.
(20' MIN.)
TOP OF CUT
SECTION A-A
CATCH BASIN ELEVATION
1.5 x DIA.
CULVERT
SUBGRADE
D
IA
6"
A
A
2H:1V
6"
12"
DIA.
CULVERT
SUBGRADE
1.5H:1V
RIPRAP
WHERE
SPECIFIED
DITCH DAM
NATIVE MATERIAL
1'-6"
<FILL IN>
HEADWALL RIPRAP
CUT SLOPE
RIPRAP
1 INSTALL RIPRAP WHEN SPECIFIED
NOT TO SCALE
OF
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NORTHERN OUTLET DITCH DETAIL
A
A
ROAD SURFACE
CULVERT
EXISTING GROUND
DITCH GRADE =CULVERT GRADE + 1%
SECTION ALONG CENTERLINE CULVERT/OUTLET DITCH
SECTION A-A
CULVERT
DIA.
1V : 1 .5H1V : 1.5H
1' -6
M
IN
EXCAVATED MATERIAL
FROM DITCH SECTION.
SEE NOTE THIS SHEET
CULVERT
EXISTING GROUND
RIPRAP
(WHERE SPECIFIED)
NOTES:
1. DITCH AND BERM SHALL BE SEEDED
2. MATERIAL SHALL BE DEPOSITED
UNIFORMLY ON BOTH SIDES OF DITCH
3. INSTALL RIPRAP WHERE SPECIFIED
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NORTHERN DRAIN DIP DETAIL
NOTES:
1. CROSS SLOPE OF THE LOW POINT DRAINLINE SHALL BE 5%.
2. SKEW OF DRAINLINE SHALL BE 0-25 DEGREES.
3. UNLESS OTHERWISE SPECIFIED IN THE WORKLIST DO NOT INTERCEPT THE ROADWAY DITCH.
70' 40' 90'
40'
40'
DRAIN DIP PROFILE
EXISTING ROAD PROFILE
NOT TO SCALE
60' 30' 75'
30'
30'
DRAIN DIP PROFILE
EXISTING ROAD PROFILE
NOT TO SCALE
4" MINIMUM
3" MINIMUM
SHEET
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CHECKEDDESIGNERDATEDRAWING TITLE
United States Department of Agriculture Forest Service
NO. DATEBYREVISION DESCRIPTION
NEZ PERCE/CLEARWATER NATIONAL FORESTS
RIVER RANGER DISTRICT
NORTHERN 13
Road # 642
BEG M.P. END M.P. PAY ITEM WORK DESCRIPTION QTY UNIT NOTES
20203-0000 SELECTIVE CLEARING, TYPE ROADSIDE, DISPOSAL METHOD (b) 2.02 MILE BEGINNING OF PROJECT, JUNCT. WITH
NFSR #9302A1
30301-5000 ROADWAY RECONDITIONING, AGGREGATE SURFACE, COMPACTION (d) 2.02 MILE
CLEAN DITCHES, CULVERT CATCH BASINS,
INLETS, AND OUTLETS ACCORDING TO
SPECIFICATION
62501-0000 TURF ESTABLISHMENT, DRY METHOD SEEDING, DRY METHOD MULCHING,
GOV'T FURNISHED SEED 2.00 ACRE* Seed disturbed areas
1.80 EXISTING 18" CMP
1.91
REMOVE MATERIAL FROM DITCH,
INCIDENTAL TO ROADWAY
RECONDITIONING
63303-0900 MILE MARKER SIGN, ALUMINUM PANEL, TYPE 3 SHEETING 1 EACH INSTALL "MILE 2" SIGN ON METAL U-POST
ACCORDING TO MUTCD STANDARDS
63306-0100 U - CHANNEL POST 1 EACH INSTALL METAL U POST
2.02 EXISTING 18" CMP
2.21 EXISTING 18" CMP
2.27 JUNCT. WITH NFSR #9301 - LEFT
2.35 EXISTING 18" CMP
2.54 EXISTING 18" CMP
2.68 EXISTING 18" CMP
2.81 EXISTING 18" CMP
63303-0900 MILE MARKER SIGN, ALUMINUM PANEL, TYPE 3 SHEETING 1 EACH INSTALL "MILE 3" SIGN ON METAL U-POST
ACCORDING TO MUTCD STANDARDS
63306-0100 U - CHANNEL POST 1 EACH INSTALL METAL U POST
3.41 JUNCT. WITH NFSR #9302 - RIGHT
3.55 7.25 30301-5000 ROADWAY RECONDITIONING, AGGREGATE SURFACE, COMPACTION (d) 3.70 MILE BLADE AND SHAPE ROAD EDGE TO EDGE
3.56 EXISTING 18" CMP
3.58 JUNCT. WITH NFSR #76272 - RIGHT
3.85 EXISTING 18" CMP
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 44 FOOT REMOVE AND REPLACE 18" X 44' CMP WITH
18" X 44' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 20 CUBIC
YARD*
ADDITIONAL EXCAVATION REQUIRED DUE
TO DEEP FILL CULVERT REPLACEMENT
63303-0900 MILE MARKER SIGN, ALUMINUM PANEL, TYPE 3 SHEETING 1 EACH INSTALL "MILE 4" SIGN ON METAL U-POST
ACCORDING TO MUTCD STANDARDS
63306-0100 U - CHANNEL POST 1 EACH INSTALL METAL U POST
4.01 EXISTING 18" CMP
4.00
3.00
2.00
WORKLIST
1.53 3.55
3.91
JUNGLE BIRD (EOTW) G-Z
NEZ PERCE CLEARWATER NAT'N FORESTS
SALMON RIVER RANGER DISTRICT
WORKLIST
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH LIVE WATER
60201-1200 48 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 90 FOOT REMOVE AND REPLACE 18" X 86' CMP WITH
48" X 90' CMP
20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 750 CUBIC
YARD*
ADDITIONAL EXCAVATION REQUIRED DUE
TO DEEP FILL CULVERT REPLACEMENT
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
4.30 EXISTING 18" CMP
4.44 20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 225 CUBIC
YARD*
CONSTRUCT TURNAROUND - FILL 20'
WIDTH X 4' HEIGHT X 75' LENGTH WITH
BORROW
4.52 EXISTING 18" CMP
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 34 FOOT REMOVE AND REPLACE 18" X 34' CMP WITH
18" X 34" CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
4.58 JUNCT. WITH NFSR #9301 - LEFT
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 64 FOOT REMOVE AND REPLACE 18" X 64' CMP WITH
18" X 64' CMP
20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 200 CUBIC
YARD*
ADDITIONAL EXCAVATION REQUIRED DUE
TO DEEP FILL CULVERT REPLACEMENT
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
4.75 EXISTING 18" CMP
4.81 EXISTING 18" CMP
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0800 24 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 60 FOOT REMOVE AND REPLACE 24" X 58" CMP
WITH 24" X 60' CMP
20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 90 CUBIC
YARD*
ADDITIONAL EXCAVATION REQUIRED DUE
TO DEEP FILL CULVERT REPLACEMENT
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
63303-0900 MILE MARKER SIGN, ALUMINUM PANEL, TYPE 3 SHEETING 1 EACH INSTALL "MILE 5" SIGN ON METAL U-POST
ACCORDING TO MUTCD STANDARDS
63306-0100 U - CHANNEL POST 1 EACH
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 40 FOOT REMOVE AND REPLACE 18" X 40' CMP WITH
18" X 40' CMP
20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 25 CUBIC
YARD*
ADDITIONAL EXCAVATION REQUIRED DUE
TO DEEP FILL CULVERT REPLACEMENT
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
JUNCT. WITH NFSR #2026B
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 48 FOOT REMOVE AND REPLACE 18" X 48' CMP WITH
18" X 48' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 48 FOOT
REMOVE AND REPLACE 18" X 48' CMP WITH
18" X 48' CMP - PLACE INLET 1' LOWER
THAN EXISTING
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
5.00
4.56
4.65
4.93
4.21
5.04
5.21
5.44
JUNGLE BIRD (EOTW) G-Z
WORKLIST
5.48 EXISTING 18" CMP
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 44 FOOT REMOVE AND REPLACE 18" X 44' CMP WITH
18" X 44' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 40 FOOT
REMOVE AND REPLACE 18" X 38' CMP WITH
18" X 40' CMP - PLACE INLET 1' LOWER
THAN EXISTING
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
5.68 EXISTING 18" CMP
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 60 FOOT
20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 55 CUBIC
YARD*
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD*
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 50 FOOT
20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 40 CUBIC
YARD*
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD*
5.85 EXISTING 18" CMP
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 52 FOOT
20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 20 CUBIC
YARD*
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD*
63303-0900 MILE MARKER SIGN, ALUMINUM PANEL, TYPE 3 SHEETING 1 EACH INSTALL "MILE 6" SIGN ON METAL U-POST
ACCORDING TO MUTCD STANDARDS
63306-0100 U - CHANNEL POST 1 EACH
6.10 EXISTING 18" CMP
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 50 FOOT
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD*
6.33 EXISTING 18" CMP
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 36 FOOT
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD*
6.49 EXISTING 36" CMP
5.52
6.40
6.00
5.59
5.73
5.77
5.92
6.24
JUNGLE BIRD (EOTW) G-Z
WORKLIST
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH LIVE WATER
60201-0800 24 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 54 FOOT
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD*
6.71 EXISTING 18" CMP
6.80 EXISTING 18" CMP
6.88 EXISTING 18" CMP
6.95 EXISTING 18" CMP
63303-0900 MILE MARKER SIGN, ALUMINUM PANEL, TYPE 3 SHEETING 1 EACH INSTALL "MILE 7" SIGN ON METAL U-POST
ACCORDING TO MUTCD STANDARDS
63306-0100 U - CHANNEL POST 1 EACH
7.05 EXISTING 18" CMP
7.12 EXISTING 18" CMP
JUNCT. WITH NFSR #1870 - LEFT
EXISTING "HEAVY TRUCK TRAFFIC" SIGN -
RIGHT
7.22 EXISTING "VEHICLE WITH LUGS
PROHIBITED" SIGN
7.25 END OF PROJECT
6.55
7.20
7.00
JUNGLE BIRD (EOTW) G-Z
WORKLIST
JUNGLE BIRD (EOTW) G-Z
Road # 642A
BEGINNING OF PROJECT - JUNCT. WITH
NFSR #642
21201-0000 LINEAR GRADING, COMPACTION (e), DISPOSAL METHOD (f) 1.68 MILE
BEGIN REALIGNMENT - FOLLOW FLAGLINE
STARTING AT MP 4.26 ON NFSR #642.
ESTABLISH A MINIMUM 14' TRAVEL WAY
(GRADES NOT TO EXCEED 12% ON
STRAIGHT SEGMENTS / 6% ON CURVES)
62501-0000 TURF ESTABLISHMENT, DRY METHOD SEEDING, DRY METHOD MULCHING,
GOV'T FURNISHED SEED 1.25 ACRE* SEED DISTURBED AREAS
0.06 END REALIGNMENT - FOLLOW EXISTING
CENTERLINE
0.23 20425-2001 DRAINAGE EXCAVATION, TYPE II DRAIN DIP, TOLERANCE CLASS A,
COMPACTION (e) 1 EACH CONSTRUCT DRAIN DIP ACCORDING TO
SPECIFICATIONS
0.24 0.29 30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 55 CUBIC
YARD*
PLACE 4" ASC X ROAD WIDTH X 275'
LENGTH
0.33 EXISTING ROAD - LEFT
0.35 20425-2001 DRAINAGE EXCAVATION, TYPE II DRAIN DIP, TOLERANCE CLASS A,
COMPACTION (e) 1 EACH CONSTRUCT DRAIN DIP ACCORDING TO
SPECIFICATIONS
0.36 30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 10 CUBIC
YARD* PLACE 4" ASC +/- 25' X ROAD WIDTH
0.41 0.50 30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 95 CUBIC
YARD*
PLACE 4" ASC X ROAD WIDTH X 475'
LENGTH
0.43 EXISTING ROAD - RIGHT
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 50 FOOT INSTALL NEW 18" X 50' CMP
0.50 20425-1000 DRAINAGE EXCAVATION, TYPE ROADSIDE DITCH, TOLERANCE CLASS A,
COMPACTION (g) 265 FOOT INSLOPE ROAD AND CONSTRUCT NEW
DITCH TO DRAIN TO NEW CMP AT MP 0.45
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 40 FOOT INSTALL NEW 18" X 40' CMP
20425-2002 DRAINAGE EXCAVATION, TYPE CATCH BASIN, TOLERANCE CLASS A,
COMPACTION (g) 1 EACH CONSTRUCT CATCH BASIN
0.59 EXISTING ROAD - RIGHT
0.75 20425-2001 DRAINAGE EXCAVATION, TYPE II DRAIN DIP, TOLERANCE CLASS A,
COMPACTION (e) 1 EACH CONSTRUCT DRAIN DIP ACCORDING TO
SPECIFICATIONS
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH LIVE WATER
60201-0800 24 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 44 FOOT REMOVE AND REPLACE 12" X 38' CMP WITH
24" X 44' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
20425-2002 DRAINAGE EXCAVATION, TYPE CATCH BASIN, TOLERANCE CLASS A,
COMPACTION (g) 1 EACH CONSTRUCT CATCH BASIN - REMOVE
UNSUITABLE MATERIAL
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 54 FOOT INSTALL NEW 18" X 54' CMP - REMOVE
UNSUITABLE MATERIAL
20425-2002 DRAINAGE EXCAVATION, TYPE CATCH BASIN, TOLERANCE CLASS A,
COMPACTION (g) 1 EACH CONSTRUCT CATCH BASIN
20425-1000 DRAINAGE EXCAVATION, TYPE ROADSIDE DITCH, TOLERANCE CLASS A,
COMPACTION (g) 50 FOOT REMOVE UNSUITABLE MATERIAL AND
CONSTRUCT NEW DITCH
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
1.03 20425-2001 DRAINAGE EXCAVATION, TYPE II DRAIN DIP, TOLERANCE CLASS A,
COMPACTION (e) 1 EACH CONSTRUCT DRAIN DIP ACCORDING TO
SPECIFICATIONS
WORKLIST
0.45
0.56
0.96
0.95
0.00 1.68
JUNGLE BIRD (EOTW) G-Z
Road # 642A
WORKLIST
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 30 FOOT REMOVE AND REPLACE 12" X 30' CMP WITH
18" X 30' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 30 FOOT INSTALL NEW 18" X 30' CMP
20425-2002 DRAINAGE EXCAVATION, TYPE CATCH BASIN, TOLERANCE CLASS A,
COMPACTION (g) 1 EACH CONSTRUCT CATCH BASIN
20425-1000 DRAINAGE EXCAVATION, TYPE ROADSIDE DITCH, TOLERANCE CLASS A,
COMPACTION (g) 30 FOOT CONSTRUCT DITCH 30' UPSTATION FROM
NEW CATCH BASIN
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 50 FOOT REMOVE AND REPLACE 12" X 50' CMP WITH
18" X 50' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
EXCAVATE CUT SLOPE (15' WIDTH X 10'
LENGTH X 2.5' HEIGHT) TO CONSTRUCT
JHOLE FOR TURNAROUND
1.68 END OF PROJECT
1.67
1.23
1.38
JUNGLE BIRD (EOTW) G-Z
Road # 9302
BEGINNING OF PROJECT - JUNCT. WITH
NFSR #642
21201-0000 LINEAR GRADING, COMPACTION (e), DISPOSAL METHOD (f) 2.70 MILE
ESTABLISH A MINIMUM 14' TRAVEL WAY
(GRADES NOT TO EXCEED 12% ON
STRAIGHT SEGMENTS / 6% ON CURVES)
62501-0000 TURF ESTABLISHMENT, DRY METHOD SEEDING, DRY METHOD MULCHING,
GOV'T FURNISHED SEED 2.00 ACRE* SEED DISTURBED AREAS
0.01 EXISTING 18" CMP
EXISTING 14' POWDER RIVER GATE
63301-0000 BARRICADE MARKER SIGN (FBM-L) OR (FBM-R), METAL PANEL, TYPE III
SHEETING 4 EACH
63308-0000 OBJECT MARKER SIGN (OM2-2V), METAL PANEL, TYPE III SHEETING 6 EACH
63303-0901 ROAD CLOSURE SIGN, METAL PANEL, TYPE 3 SHEETING 1 EACH
0.19 EXISTING 18" CMP
0.42 EXISTING 18" CMP
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 30 FOOT REMOVE AND REPLACE 18" X 30' CMP WITH
18" X 30' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
0.96 EXISTING 18" CMP
1.05 EXISTING 18" CMP
1.35 EXISTING 18" CMP
1.72 OUTLET DITCH - RIGHT
1.95 OUTLET DITCH - LEFT
2.11
FILL PIT IN ROADWAY WITH MATERIAL
PRODUCED FROM LINEAR GRADING (30'
WIDTH X 3' HEIGHT X 30' LENGTH)
2.14 REESTABLISH OUTLET DITCH - LEFT
2.15 OUTLET DITCH - LEFT
2.49 OUTLET DITCH - LEFT
2.60 OUTLET DITCH - LEFT
2.70 END OF PROJECT
WORKLIST
REMOVE AND REPLACE EXISTING SIGNS
ON EXISTING GATE AND POSTS
ACCORDING TO DRAWINGS
0.50
0.08
2.70 0.00
JUNGLE BIRD (EOTW) G-Z
Road # 9302A
BEGINNING OF PROJECT - JUNCT. WITH
NFSR #9302
30301-6000 ROADWAY RECONDITIONING, COMPACTION (d) 0.27 MILE
CLEAN DITCHES, CULVERT CATCH BASINS,
INLETS, AND OUTLETS ACCORDING TO
SPECIFICATION
20207-0000 SELECTIVE CLEARING AND GRUBBING, TYPE ROADWAY, DISPOSAL METHOD
(g), COMPACTION (g) 0.27 MILE
62501-0000 TURF ESTABLISHMENT, DRY METHOD SEEDING, DRY METHOD MULCHING,
GOV'T FURNISHED SEED 0.20 ACRE* SEED DISTURBED AREAS
0.09 30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 5 CUBIC
YARD*
PLACE 4" ASC X 30' LENGTH X ROAD
WIDTH
0.13 0.22 20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 110 CUBIC
YARD*
EXCAVATE CUT SLOPE (3' WIDTH X 2'
HEIGHT X 475' LENGTH) TO ESTABLISH A
MINIMUM 14' TRAVEL WAY
0.27 END ROAD WORK AND BEGIN AGAIN AT MP
0.45
0.49 20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 35 CUBIC
YARD*
EXCAVATE CUT SLOPE (2' WIDTH X 2'
HEIGHT X 215' LENGTH) TO ESTABLISH A
MINIMUM 14' TRAVEL WAY
0.50 30301-6000 ROADWAY RECONDITIONING, COMPACTION (d) 0.05 MILE
CLEAN DITCHES, CULVERT CATCH BASINS,
INLETS, AND OUTLETS ACCORDING TO
SPECIFICATION
0.50 0.89 21201-0000 LINEAR GRADING, COMPACTION (e), DISPOSAL METHOD (f) 0.39 MILE
ESTABLISH A MINIMUM 14' TRAVEL WAY
(GRADES NOT TO EXCEED 12% ON
STRAIGHT SEGMENTS / 6% ON CURVES)
60201-0800 24 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 40 FOOT INSTALL NEW 24" X 40' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/-50' X ROAD WIDTH
CONSTRUCT TURN AROUND (50' WIDTH X
30' LENGTH X 6' DEPTH) USING MATERIAL
FROM LINEAR GRADING
END OF PROJECT
WORKLIST
0.45
0.55
0.89
0.27 0.00
JUNGLE BIRD (EOTW) G-Z
Road # 9302A1
BEGINNING OF PROJECT, JUNCT. WITH
NFSR #642
30301-6000 ROADWAY RECONDITIONING, COMPACTION (d) 0.17 MILE
CLEAN DITCHES, CULVERT CATCH BASINS,
INLETS, AND OUTLETS ACCORDING TO
SPECIFICATION
62501-0000 TURF ESTABLISHMENT, DRY METHOD SEEDING, DRY METHOD MULCHING,
GOV'T FURNISHED SEED 0.13 ACRE* SEED DISTURBED AREAS
0.07 SKID ROAD - LEFT. QUARRY - RIGHT
20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 75 CUBIC
YARD*
EXCAVATE CUT SLOPE (2' WIDTH X 3'
HEIGHT X 320' LENGTH) TO ESTABLISH A
MINIMUM 14' TRAVEL WAY
20207-0000 SELECTIVE CLEARING AND GRUBBING, TYPE ROADWAY, DISPOSAL METHOD
(g), COMPACTION (g) 0.06 MILE
0.17 END OF PROJECT
WORKLIST
0.11 0.17
0.00 0.17
JUNGLE BIRD (EOTW) G-Z
Road # 9461
20203-0000 SELECTIVE CLEARING, TYPE ROADSIDE, DISPOSAL METHOD (b) 1.41 MILE BEGINNING OF PROJECT - JUNCT. WITH
NSFR # 9485C
30301-5000 ROADWAY RECONDITIONING, AGGREGATE SURFACE, COMPACTION (d) 1.41 MILE
CLEAN DITCHES, CULVERT CATCH BASINS,
INLETS, AND OUTLETS ACCORDING TO
SPECIFICATION
62501-0000 TURF ESTABLISHMENT, DRY METHOD SEEDING, DRY METHOD MULCHING,
GOV'T FURNISHED SEED 1.10 ACRE* SEED DISTURBED AREAS
EXISTING GATE
63308-0000 OBJECT MARKER SIGN (OM2-2V), METAL PANEL, TYPE III SHEETING 7 EACH
REMOVE AND REPLACE EXISTING OBJECT
MARKER SIGNS ON EXISTING GATE AND
POSTS
1.41 1.90 21201-0000 LINEAR GRADING, COMPACTION (e), DISPOSAL METHOD (f) 0.49 MILE
ESTABLISH A MINIMUM 14' TRAVEL WAY
(GRADES NOT TO EXCEED 12% ON
STRAIGHT SEGMENTS / 6% ON CURVES)
CONSTRUCT TURN AROUND USING
MATERIAL PRODUCED FROM LINEAR
GRADING (30' WIDTH X 2' DEPTH X 50'
LENGTH)
END OF PROJECT
WORKLIST
0.07
1.90
1.410.00
JUNGLE BIRD (EOTW) G-Z
Road # 9485
20203-0000 SELECTIVE CLEARING, TYPE ROADSIDE, DISPOSAL METHOD (b) 0.23 MILE BEGINNING OF PROJECT - JUNCT. WITH
NFSR #221
30301-6000 ROADWAY RECONDITIONING, COMPACTION (d) 0.23 MILE
CLEAN DITCHES, CULVERT CATCH BASINS,
INLETS, AND OUTLETS ACCORDING TO
SPECIFICATION
62501-0000 TURF ESTABLISHMENT, DRY METHOD SEEDING, DRY METHOD MULCHING,
GOV'T FURNISHED SEED 0.20 ACRE* SEED DISTURBED AREAS
2.87 END OF PROJECT
WORKLIST
2.64 2.87
JUNGLE BIRD (EOTW) G-Z
Road # 9485C
20203-0000 SELECTIVE CLEARING, TYPE ROADSIDE, DISPOSAL METHOD (b) 0.49 MILE BEGINNING OF PROJECT - JUNCT. WITH
NFSR # 9485
30301-5000 ROADWAY RECONDITIONING, AGGREGATE SURFACE, COMPACTION (d) 0.49 MILE
CLEAN DITCHES, CULVERT CATCH BASINS,
INLETS, AND OUTLETS ACCORDING TO
SPECIFICATION
62501-0000 TURF ESTABLISHMENT, DRY METHOD SEEDING, DRY METHOD MULCHING,
GOV'T FURNISHED SEED 0.38 ACRE* SEED DISTURBED AREAS
0.49 END OF PROJECT
WORKLIST
0.00 0.49
JUNGLE BIRD (EOTW) G-Z
Road # 2026A
BEGINNING OF PROJECT - JUNCT. WITH
2026 AT MP 4.87
0.99 21201-0000 LINEAR GRADING, COMPACTION (e), DISPOSAL METHOD (f) 0.99 MILE
BEGIN REALIGNMENT - FOLLOW P -LINE -
ESTABLISH A 14' MINIMUM TRAVELWAY
(GRADES NOT TO EXCEED 12% ON
STRAIGHT SEGMENTS / 6% ON CURVES)
EXISTING LEAD OUT DITCH - LEFT
END REALIGNMENT - FOLLOW EXISTING
CENTERLINE
0.52 EXISTING LEAD OUT DITCH - RIGHT
0.82 ATV TRAIL - RIGHT
0.86 BEGIN REALIGNMENT - FOLLOW P-LINE
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 30 FOOT INSTALL NEW 18" X 30' CMP AS STAKED
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
0.99 END OF PROJECT
WORKLIST
0.00
0.89
0.44
JUNGLE BIRD (EOTW) G-Z
Road # 9301
20203-0000 SELECTIVE CLEARING, TYPE ROADSIDE, DISPOSAL METHOD (b) 0.18 MILE BEGINNING OF PROJECT - JUNCT. WITH
NFSR #624
30301-6000 ROADWAY RECONDITIONING, COMPACTION (d) 0.18 MILE
CLEAN DITCHES, CULVERT CATCH BASINS,
INLETS, AND OUTLETS ACCORDING TO
SPECIFICATION
62501-0000 TURF ESTABLISHMENT, DRY METHOD SEEDING, DRY METHOD MULCHING,
GOV'T FURNISHED SEED 0.14 ACRE* SEED DISTURBED AREAS
0.01 REMOVE TANK TRAP - USE MATERIAL TO
MATCH GRADE WITH NFSR #642
20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 40 CUBIC
YARD*
CONSTRUCT FRENCH DRAIN (2' WIDTH X
130' LENGTH X 4' DEPTH)
25101-0300 PLACED RIPRAP, CLASS 3, COMMERCIAL SOURCE 5 CUBIC
YARD* PLACE FOR OUTLET APRON
26801-0000 HORIZONTAL DRAIN PIPE 130 FOOT
INSTALL PERFORATED PIPE 4" X 130'
DRAIN ROCK AND GEOTEXTILE
INCIDENTAL
26802-0000 COLLECTOR SYSTEM PIPE 40 FOOT INSTALL NONPERFORATED PIPE 4" x 40'
20425-1000 DRAINAGE EXCAVATION, TYPE ROADSIDE DITCH, TOLERANCE CLASS A,
COMPACTION (g) 160 FOOT CONSTRUCT NEW DITCH - RIGHT OF
FRENCH DRAIN
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 100 CUBIC
YARD* PLACE 12" X 160' LENGTH X ROAD WIDTH
30103-1000 AGGREGATE BASE COURSE, GRADING C, (b) COMPACTION B - COMMMERCIAL
SOURCE 30 CUBIC
YARD* PLACE 4" X 160' LENGTH X ROAD WIDTH
20425-2002 DRAINAGE EXCAVATION, TYPE CATCH BASIN, TOLERANCE CLASS A,
COMPACTION (g) 1 EACH END NEW DITCH, CONSTRUCT CATCH
BASIN
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 40 FOOT INSTALL NEW 18" X 40' CMP
0.18 END OF PROJECT
WORKLIST
0.04
0.07
0.07
0.180.00
JUNGLE BIRD (EOTW) G-Z
Road # 9465
BEGINNING OF PROJECT - JUNCT.
WITH NFSR #9424
0.05 21201-0000 LINEAR GRADING, COMPACTION (e), DISPOSAL METHOD (f) 0.05 MILE
FOLLOW FLAG LINE - EXCAVATE
TO LEFT OF EXISTING ROAD TO
DECREASE GRADE AND RAISE
AND WIDEN ENTRANCE ONTO
NFSR #9424
30103-1000 AGGREGATE BASE COURSE, GRADING C, (b) COMPACTION B - COMMMERCIAL
SOURCE 55 CUBIC
YARD*
PLACE 6" ABC X 215' LENGTH X
ROAD WIDTH
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 40 CUBIC
YARD*
PLACE 4" ASC X 215' LENGTH X
ROAD WIDTH
0.61 30301-5000 ROADWAY RECONDITIONING, AGGREGATE SURFACE, COMPACTION (d) 0.56 MILE
CLEAN DITCHES, CULVERT CATCH
BASINS, INLETS, AND OUTLETS
ACCORDING TO SPECIFICATION
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0800 24 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 74 FOOT REMOVE AND REPLACE 24" X 74'
CMP WITH 24" X 74' CMP
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 48 FOOT INSTALL NEW 18" X 48' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD*
PLACE 4" ASC +/- 50' X ROAD
WIDTH
20425-1000 DRAINAGE EXCAVATION, TYPE ROADSIDE DITCH, TOLERANCE CLASS A,
COMPACTION (g) 60 FOOT CONSTRUCT DITCH +/- 30' TO
DRAIN TO NEW CMP
0.16 20425-2001 DRAINAGE EXCAVATION, TYPE II DRAIN DIP, TOLERANCE CLASS A,
COMPACTION (e) 1 EACH INSTALL NEW DRAIN DIP
ACCORDING TO SPECIFICATIONS
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 38 FOOT REMOVE AND REPLACE 12" X 38'
CMP WITH 18" X 38' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD*
PLACE 4" ASC +/- 50' X ROAD
WIDTH
20425-1000 DRAINAGE EXCAVATION, TYPE ROADSIDE DITCH, TOLERANCE CLASS A,
COMPACTION (g) 60 FOOT CONSTRUCT DITCH +/- 30' TO
DRAIN TO NEW CMP
0.27 20425-2001 DRAINAGE EXCAVATION, TYPE II DRAIN DIP, TOLERANCE CLASS A,
COMPACTION (e) 1 EACH INSTALL NEW DRAIN DIP
ACCORDING TO SPECIFICATIONS
0.34 20425-2001 DRAINAGE EXCAVATION, TYPE II DRAIN DIP, TOLERANCE CLASS A,
COMPACTION (e) 1 EACH INSTALL NEW DRAIN DIP
ACCORDING TO SPECIFICATIONS
WORKLIST
0.00
0.05
0.13
0.25
JUNGLE BIRD (EOTW) G-Z
Road # 9465
WORKLIST
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 42 FOOT REMOVE AND REPLACE 12" X 42'
CMP WITH 18" X 42' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD*
PLACE 4" ASC +/- 50' X ROAD
WIDTH
20425-1000 DRAINAGE EXCAVATION, TYPE ROADSIDE DITCH, TOLERANCE CLASS A,
COMPACTION (g) 60 FOOT CONSTRUCT DITCH +/- 30' TO
DRAIN TO NEW CMP
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 42 FOOT REMOVE AND REPLACE 12" X 42'
CMP WITH 18" X 42' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD*
PLACE 4" ASC +/- 50' X ROAD
WIDTH
20425-1000 DRAINAGE EXCAVATION, TYPE ROADSIDE DITCH, TOLERANCE CLASS A,
COMPACTION (g) 60 FOOT CONSTRUCT DITCH +/- 30' TO
DRAIN TO NEW CMP
0.45 0.61 20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 940 CUBIC
YARD*
EXCAVATE CUT SLOPE ( 3' WIDTH
X 10' HEIGHT X 845' LENGTH) TO
ESTABLISH A MINIMUM 14' TRAVEL
WAY
0.52 20425-2001 DRAINAGE EXCAVATION, TYPE II DRAIN DIP, TOLERANCE CLASS A,
COMPACTION (e) 1 EACH INSTALL NEW DRAIN DIP
ACCORDING TO SPECIFICATIONS
20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 370 CUBIC
YARD*
CONSTRUCT TURN AROUND
EXCAVATE (20' WIDTH X 50'
LENGTH X 10' HEIGHT) AND
SIDECAST UNUSED MATERIAL
20420-0000 EMBANKMENT CONSTRUCTION, COMPACTION (d), TOLERANCE CLASS A 150 CUBIC
YARD*
USE EXCAVATED MATERIAL TO
FILL (25' WIDTH X 50' LENGTH X 2'
DEPTH) ON FILL SLOPE
0.61 END OF PROJECT
0.56
0.39
0.42
JUNGLE BIRD (EOTW) G-Z
Road # 9404
BEGINNING OF PROJECT - JUNCT. WITH
NFSR #221
20203-0000 SELECTIVE CLEARING, TYPE ROADSIDE, DISPOSAL METHOD (b) 1.79 MILE EXISTING 18" CMP
30301-5000 ROADWAY RECONDITIONING, AGGREGATE SURFACE, COMPACTION (d) 1.79 MILE
CLEAN DITCHES, CULVERT CATCH BASINS,
INLETS, AND OUTLETS ACCORDING TO
SPECIFICATION
62501-0000 TURF ESTABLISHMENT, DRY METHOD SEEDING, DRY METHOD MULCHING,
GOV'T FURNISHED SEED 1.30 ACRE* SEED DISTURBED AREAS
0.03 ROAD SIGN - RIGHT
0.07 SKID ROAD - LEFT
0.16 EXISTING 18" CMP
SKID ROAD - RIGHT
EXISTING 18" CMP
0.33 EXISTING 18" CMP
JUNCT. WITH NFSR #9404B - RIGHT
ATV TRAIL - LEFT
0.66 EXISTING 18" CMP
0.76 EXISTING 18" CMP
0.77 SKID ROAD - LEFT
63303-0900 MILE MARKER SIGN, ALUMINUM PANEL, TYPE 3 SHEETING 1 EACH INSTALL "MILE 1" SIGN ON METAL U-POST
ACCORDING TO MUTCD STANDARDS
63306-0100 U - CHANNEL POST 1 EACH POST FOR MILE MARKER SIGN
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 70 FOOT
REMOVE AND REPLACE 18" X 70' CMP WITH
18" X 70' CMP
20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 65 CUBIC
YARD*
ADDITIONAL EXCAVATION REQUIRED DUE
TO DEEP FILL CULVERT REPLACEMENT
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
1.12 EXISTING 18" CMP
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH LIVE WATER
60201-0800 24 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 70 FOOT REMOVE AND REPLACE 18" X 68' CMP WITH
24" X 70' CMP
20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 55 CUBIC
YARD*
ADDITIONAL EXCAVATION REQUIRED DUE
TO DEEP FILL CULVERT REPLACEMENT
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
1.17 TURN OUT - RIGHT
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 50 FOOT REMOVE AND REPLACE 18" X 50' CMP WITH
18" X CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0800 24 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 42 FOOT REMOVE AND REPLACE 24" X 40' CMP WITH
24" X 42' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
1.31 EXISTING 24" CMP
1.00
1.16
1.19
1.27
WORKLIST
0.26
0.44
0.00 1.79
JUNGLE BIRD (EOTW) G-Z
Road # 9404
WORKLIST
1.37 EXISTING 18" CMP
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0800 24 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 56 FOOT REMOVE AND REPLACE 24" X 56' CMP WITH
24" X 56' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
1.50 EXISTING 18" CMP
1.57 EXISTING 18" CMP
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-1000 36 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 46 FOOT REMOVE AND REPLACE 24" X 44' CMP WITH
36" X 46' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 150 CUBIC
YARD*
20420-0000 EMBANKMENT CONSTRUCTION, COMPACTION (d), TOLERANCE CLASS A 150 CUBIC
YARD*
END OF PROJECT
1.78
1.79
EXCAVATE CUT SLOPE (25' WIDTH X 65'
LENGTH X 2.5 HEIGHT) TO CONSTRUCT
TURNAROUND ON RIGHT (FILL SLOPE)
1.44
JUNGLE BIRD (EOTW) G-Z
Road # 9424
BEGINNING OF PROJECT - JUNCT. WITH
NFSR #2026
63308-0000 OBJECT MARKER SIGN (OM2-2V), METAL PANEL, TYPE III SHEETING 1 EACH INSTALL NEW "9424" ROAD SIGN ON 4"
X 4" TREATED POST
2.46 30301-6000 ROADWAY RECONDITIONING, COMPACTION (d) 2.46 MILE BLADE AND SHAPE ROAD EDGE TO
EDGE
0.11 63308-0000 OBJECT MARKER SIGN (OM2-2V), METAL PANEL, TYPE III SHEETING 8 EACH
REMOVE AND REPLACE EXISTING
OBJECT MARKER SIGNS ON EXISTING
POSTS
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 36 FOOT REMOVE AND REPLACE 18" X 36' CMP
WITH 18" X 36' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
0.16 0.18 20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 60 CUBIC
YARD*
EXCAVATE CUT SLOPE (2' WIDTH X 75'
LENGTH X 10' HEIGHT) TO ESTABLISH A
MINIMUM 14' TRAVEL WAY
0.20 0.27 20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 270 CUBIC
YARD*
EXCAVATE CUT SLOPE (3' WIDTH X 300'
LENGTH X 8' HEIGHT) TO ESTABLISH A
MINIMUM 14' TRAVEL WAY
0.31 EXISTING 48" CMP
EXISTING 24" CMP - LIVE WATER
JUNCT. WITH NFSR #7673 - RIGHT
0.54 0.66 20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 565 CUBIC
YARD*
EXCAVATE CUT SLOPE (3' WIDTH X 635'
LENGTH X 8' HEIGHT) TO ESTABLISH A
MINIMUM 14' TRAVEL WAY - 6'+
BOULDERS IN CUT SLOPE
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH LIVE WATER
60201-0800 24 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 46 FOOT REMOVE AND REPLACE 18" X 46' CMP
WITH 24" X 46' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 32 FOOT REMOVE AND REPLACE 18" X 32' CMP
WITH 18" X 32' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
0.89 EXISTING 18" CMP
1.00 63303-0900 MILE MARKER SIGN, ALUMINUM PANEL, TYPE 3 SHEETING 1 EACH
INSTALL "MILE 1" SIGN ON METAL U-
POST ACCORDING TO MUTCD
STANDARDS
63306-0100 U - CHANNEL POST 1 EACH
1.01 EXISTING 18" CMP
1.02 EXISTING 18" CMP
1.35 1.36 20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 60 CUBIC
YARD*
EXCAVATE CUT SLOPE (4' WIDTH X 50'
LENGTH X 8' HEIGHT) TO ESTABLISH A
MINIMUM 14' TRAVEL WAY
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 36 FOOT
REMOVE AND REPLACE 18" X 36' CMP
WITH 18" X 36' CMP - REESTABLISH
CATCH BASIN, SET INLET 2' LOWER
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
0.81
0.88
1.40
WORKLIST
0.00
0.14
0.48
JUNGLE BIRD (EOTW) G-Z
WORKLIST
1.45 EXISTING 18" CMP
1.49 EXISTING 18" CMP
1.55 EXISTING 18" CMP
1.56 EXISTING 18" CMP
1.60 EXISTING 18" CMP
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0800 24 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 56 FOOT REMOVE AND REPLACE 18" X 56' CMP
WITH 24" X 56' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
1.78 EXISTING 18" CMP
1.91 JUNCT. WITH NFSR #76731A - LEFT
1.96 EXISTING "POST AND POLE AREA" SIGN
- LEFT
2.00 63303-0900 MILE MARKER SIGN, ALUMINUM PANEL, TYPE 3 SHEETING 1 EACH
INSTALL "MILE 2" SIGN ON METAL U-
POST ACCORDING TO MUTCD
STANDARDS
63306-0100 U - CHANNEL POST 1 EACH
2.01 EXISTING 18" CMP
2.03 EXISTING 18" CMP
2.17 EXISTING 18" CMP
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH LIVE WATER
60201-0800 24 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 52 FOOT REMOVE AND REPLACE 24" X 52' CMP
WITH 24" X 52' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 36 FOOT REMOVE AND REPLACE 18" X 36' CMP
WITH 18" X 36' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
2.32 20425-1000 DRAINAGE EXCAVATION, TYPE ROADSIDE DITCH, TOLERANCE CLASS A,
COMPACTION (g) 160 FOOT CONSTRUCT NEW DITCH - RIGHT
2.46 3.54 21201-0000 LINEAR GRADING, COMPACTION (e), DISPOSAL METHOD (f) 1.08 MILE ESTABLISH A MINIMUM 14' TRAVEL WAY
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH LIVE WATER
60201-1000 36 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 46 FOOT REMOVE AND REPLACE 24" X 46' CMP
WITH 36" X 46' CMP
20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 45 CUBIC
YARD*
ADDITIONAL EXCAVATION REQUIRED
DUE TO DEEP FILL CULVERT
REPLACEMENT
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
2.29
2.53
1.68
2.27
JUNGLE BIRD (EOTW) G-Z
WORKLIST
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH LIVE WATER
60201-1000 36 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 60 FOOT REMOVE AND REPLACE 24" X 48' CMP
WITH 36" X 60' CMP
20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 35 CUBIC
YARD*
ADDITIONAL EXCAVATION REQUIRED
DUE TO DEEP FILL CULVERT
REPLACEMENT
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
JUNCT. WITH NFSR #9465 - RIGHT - USE
EXCAVATED MATERIAL FROM NFSR
#9465 TO RAISE ROADBED OF NFSR
#9424 TO DECREASE APPROACH
GRADE
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 36 FOOT REMOVE AND REPLACE 18" X 36' CMP
WITH 18" X 36' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
2.82 JUNCT. WITH NFSR #9424B - LEFT
2.88 EXISTING 18" CMP
3.00 63303-0900 MILE MARKER SIGN, ALUMINUM PANEL, TYPE 3 SHEETING 1 EACH
INSTALL "MILE 3" SIGN ON METAL U-
POST ACCORDING TO MUTCD
STANDARDS
63306-0100 U - CHANNEL POST 1 EACH
3.06 EXISTING 18" CMP
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 42 FOOT REMOVE AND REPLACE 18" X 42' CMP
WITH 18" X 42' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
3.16 EXISTING 18" CMP
3.28 EXISTING 18" CMP
3.54 END OF PROJECT
2.61
3.11
2.57
2.58
JUNGLE BIRD (EOTW) G-Z
Road # 9424B
BEGINNING OF PROJECT - JUNCT.
WITH NFSR #9424
0.63 30301-6000 ROADWAY RECONDITIONING, COMPACTION (d) 0.63 MILE BLADE AND SHAPE ROAD EDGE
TO EDGE
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD*
PLACE ASC TO MATCH GRADE TO
NFSR #9424
0.63 20207-0000 SELECTIVE CLEARING AND GRUBBING, TYPE ROADWAY, DISPOSAL METHOD
(g), COMPACTION (g) 1 MILE
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 30 FOOT
REMOVE AND REPLACE 18" X 30'
CMP WIT 18" X 30' CMP - SET NEW
CMP 1' LOWER THAN EXISTING
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD*
0.06 TURN OUT - LEFT
0.07 REMOVE WATER BAR
0.08 0.10 30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD*
PLACE 4" ASC X ROAD WIDTH X
100' LENGTH
0.10 REMOVE WATER BAR
0.13 OUTLET DITCH - LEFT
0.17 EXISTING 18" CMP
EXISTING 18" CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD*
PLACE 4" ASC +/- 50' X ROAD
WIDTH OVER EXISTING ABC
0.22 REMOVE WATER BAR
0.23 0.29 20401-0000 ROADWAY EXCAVATION, COMPACTION (d), TOLERANCE CLASS A 200 CUBIC
YARD*
EXCAVATE CUT SLOPE (3' WIDTH
X 350' LENGTH X 5' HEIGHT) TO
ESTABLISH A MINIMUM 14'
TRAVEL WAY
0.31 ROAD - LEFT
0.36 EXISTING WATER BAR
0.40 EXISTING WATER BAR
0.44 EXISTING 18" CMP
0.49 OUTLET DITCH - LEFT
0.54 EXISTING WATER BAR
0.58 EXISTING 18" CMP
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 44 FOOT REMOVE AND REPLACE 18" X 44'
CMP WITH 18" X 44' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD*
PLACE 4" ASC +/- 50' X ROAD
WIDTH
TURN OUT - LEFT
1.03 21201-0000 LINEAR GRADING, COMPACTION (e), DISPOSAL METHOD (f) 0.39 MILE
ESTABLISH A MINIMUM 14'
TRAVEL WAY (GRADES NOT TO
EXCEED 12% ON STRAIGHT
SEGMENTS / 6% ON CURVES)
0.63
WORKLIST
0.02
0.19
0.62
0.00
JUNGLE BIRD (EOTW) G-Z
Road # 9424B
WORKLIST
0.66 EXISTING WATER BAR
0.70 EXISTING WATER BAR
0.72 EXISTING WATER BAR
0.80 EXISTING WATER BAR
0.98 EXISTING WATER BAR
0.99 CONSTRUCT TURN AROUND -
INCIDENTAL TO LINEAR GRADING
1.03 END OF PROJECT
JUNGLE BIRD (EOTW) G-Z
Road # 243
20203-0000 SELECTIVE CLEARING, TYPE ROADSIDE, DISPOSAL METHOD (b) 2.66 MILE BEGINNING OF PROJECT
30301-5000 ROADWAY RECONDITIONING, AGGREGATE SURFACE, COMPACTION (d) 2.66 MILE
CLEAN DITCHES, CULVERT CATCH BASINS,
INLETS, AND OUTLETS ACCORDING TO
SPECIFICATION
62501-0000 TURF ESTABLISHMENT, DRY METHOD SEEDING, DRY METHOD MULCHING,
GOV'T FURNISHED SEED 2.00 ACRE* SEED DISTURBED AREAS
14.14 ROAD - LEFT
14.20 EXISTING 18" CMP
14.25 SKID ROAD - RIGHT
14.30 EXISTING 18" CMP
14.37 EXISTING 18" CMP
14.44 EXISTING 18" CMP
14.50 EXISTING 18" CMP
14.61 EXISTING 18" CMP
EXISTING 18" CMP
SKID ROAD - LEFT
20301-1900 REMOVAL OF PIPE CULVERT, DISPOSAL METHOD A, COMPACTION (g) 1 EACH
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 50 FOOT REMOVE AND REPLACE 18" X 50' CMP WITH
18" X 50' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
14.91 EXISTING 18" CMP
15.00 63303-0900 MILE MARKER SIGN, ALUMINUM PANEL, TYPE 3 SHEETING 1 EACH INSTALL "MILE 15" SIGN ON METAL U-POST
ACCORDING TO MUTCD STANDARDS
63306-0100 U - CHANNEL POST 1 EACH POST FOR MILE MARKER SIGN
15.01 EXISTING 18" CMP
15.25 JUNCT. WITH NFSR #76285 - RIGHT
15.27 JUNCT. WITH NFSR #243H - LEFT
15.30 EXISTING 18" CMP
15.42 EXISTING 18" CMP
15.49 EXISTING SIGN SYSTEM
JUNCT. WITH NFSR #463 - RIGHT
EXISTING SIGN SYSTEM
15.65 EXISTING 18" CMP
15.71 EXISTING 18" CMP
15.80 EXISTING 18" CMP
WORKLIST
14.72
14.81
15.51
16.7814.12
JUNGLE BIRD (EOTW) G-Z
Road # 243
WORKLIST
15.91 EXISTING 18" CMP
63303-0900 MILE MARKER SIGN, ALUMINUM PANEL, TYPE 3 SHEETING 1 EACH INSTALL "MILE 16" SIGN ON METAL U-POST
ACCORDING TO MUTCD STANDARDS
63306-0100 U - CHANNEL POST 1 EACH POST FOR MILE MARKER SIGN
16.15 SKID ROAD - LEFT
60201-0600 18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION
METHOD (h) 60 FOOT INSTALL NEW 18" X 60' CMP
30112-0000 AGGREGATE SURFACE COURSE, GRADING F, (b) COMPACTION B - GOV'T
SOURCE 20 CUBIC
YARD* PLACE 4" ASC +/- 50' X ROAD WIDTH
16.21 JUNCT. WITH NFSR #243B
16.30 EXISTING 18" CMP
16.40 EXISTING TURN OUT - RIGHT
16.48 JUNCT. WITH TRAIL #386
16.56 EXISTING 18" CMP
16.71 EXISTING 18" CMP
16.73 EXISTING "VEHICLES WITH LUGS
PROHIBITED" SIGN - RIGHT
16.75 EXISTING SIGN SYSTEM - RIGHT, LEFT
JUNCT. WITH NFSR #221
END OF PROJECT
16.20
16.78
16.00
JUNGLE BIRD (EOTW) G-Z
Road # 243B
BEGINNING OF PROJECT - JUNCT. WITH
NFSR #243
21201-0000 LINEAR GRADING, COMPACTION (e), DISPOSAL METHOD (f) 1.10 MILE
ESTABLISH A 14'…
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