plans_id-ef1728101.pdf

PDF 22 MB Posted Jul 16, 2020

Attached to: ID FS ERFO 2017(2)-81(1), Nez Perce-Clearwater Repairs 2017
Solicitation number: 69056720B000023
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal contract opportunity for repairs on Idaho's Nez Perce-Clearwater Forest. The solicitation number is 69056720B000023 and seeks contractors to perform ID FS ERFO 2017(2)-81(1), Nez Perce-Clearwater Repairs 2017. The Department of Transportation Federal Highway Administration is the agency issuing this opportunity to provide contract documents for repairs on the Nez Perce-Clearwater National Forest in Idaho. Contractors should respond by the specified date to be considered for this award.

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Other files

File	Type	Posted
Bid Opening Summary_Nez Perce.pdf	PDF	Aug 18, 2020
Amendment A001.pdf	PDF	Jul 28, 2020
IFB Nez Perce-Clearwater Repairs.pdf	PDF	Jul 16, 2020
Physical Data Hyperlink.docx	DOCX document	Jul 16, 2020

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BRENT L COE Digitally signed by BRENT L COE Date: 2020.06.15 07:26:41 -07'00'

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

FS ERFO 2017(2)-81(1)

A.2

J u n e id e f a b

.d g n c p w w o r k

\i d e f a b

.d g

INDEX TO SHEETS

CP GPS

36 31

6 1

36 31

6 1

SEC.

EL. 1234.56

RIP

G G

W W

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

ctrs.

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center mile post main line

M.P.

M.L.

STEAM = steam, T = telephone, TV = CATV, W = water P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor) Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014 W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EQ or eq.

emb.

elev.

El. 94.16 ft e E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

joint inside diameter

lt. or LT Ls

LPSM

long.

LNFT

lat.

lam.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve

N normal crown north

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PST

PSC

POT

POS

POC

pl.

PCS

PCC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W R.

R route right required reinforcement roadway right-of-way range radius typ.

thd.

TBM

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SADT

S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

M a rc h

S C m y fi le s \p w p ro d u c ti o n \d

\D e t.

-1 .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.3

FS ERFO 2018(1)-81(1)

FS ERFO 2017(2)-81(1)

North Fork

Clearwater

River

5 PIONEER AREA

MALLARD LARKINS

FOREST

NATIONAL

CLEARWATER

FOREST

NATIONAL

CLEARWATER

Industrial Camp

Moscow Bar

0 11

SCALE IN MILES

FOREST

NATIONAL

CLEARWATER

FOREST

NATIONAL

CLEARWATER

MP 55.5

FSR 250

MP 59

FSR 250

MP 19.45

FSR 255

N o rt h

Fo rk

C le a rw a te r

River

MP 8.0

FSR 700

MP 1.8-1.9

FSR 710

Deadwood

R idge

M o o s e o u n ta in s

0 11

SCALE IN MILES

MP 14.6

FSR 246

MP 2.15

FSR 660

MP 2.4

FSR 660

N o r th

F o rk

C le a rw a te r

Riv er

FOREST

NATIONAL

CLEARWATER

FOREST

NATIONAL

CLEARWATER

0 1

SCALE IN MILES

Middle Fork

C learw ater

Wild And

Scenic River

MP 1.6

FSR 319

MP 2.0

FSR 319

MP 28.83

FSR 443

MP 28.76

FSR 443

0 11

SCALE IN MILES

FOREST

NATIONAL

CLEARWATER

N o rt h

Fo rk

Clearwater

Riv er

F O R E S T

N A T I O N A L

N E Z P E R C E

N E Z P E R C E N A T I O N A L F O R E S T

MP 4.0

FSR 5503

MP 0.5

FSR 426

MP 0.8

FSR 470

MP 30.6

FSR 443

FSR 319 MP 3.5

SCALE IN MILES

T o O ro fin a

T o P ie rc e

T o M is s o u la

T o P ie r c e

To Low ell

Ranger Station

To Fenn

T o K o o s k ia

Lowell

Ranger Station

To Fenn

T 40 N

T 41 N

T 40 N

T 41 N

T 39 N

T 40 N

T 38 N

T 39 N

T 37 N

T 38 N

W e it a s

C r e e k

T 31 N

T 32 N

T 33 N

MP 2.7

FSR 426

OPTION Y

OPTION X

OPTION X OPTION X

BASE ALL SITES BASE ALL SITES

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

A.4

:4 a y id e f a c .d p w w o r k

\i d e f a d

.d g

VICINITY MAP

Sheet and Description

SECTION C SECTION D SECTION F SECTION G SECTION H SECTION I -

TYPICAL

SECTIONS

PLAN -

PROFILE

EROSION

CONTROL

RETAINING

WALL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1300 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL LNFT 210 10 220

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 3,292 168 3,460

A0160 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FILTER ROCK) EACH 38 2 40

A0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FIBER ROLL) EACH 17 1 18

A0200 15801-0000 WATERING FOR DUST CONTROL MGAL 4,300

A0220 20101-0000 CLEARING AND GRUBBING ACRE 2.8 0.1 2.9

A0240 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1

A0260 20401-0000 ROADWAY EXCAVATION CUYD 4,260 210 4,470

A0280 20411-0000 SELECT BORROW TON 533 27 560

A0300 20802-0000 FOUNDATION FILL CUYD 60 3 63

A0320 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 (HEADWALL) CUYD 12 1 13

A0340 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3 (PROTECTIVE APRON) CUYD 134 6 140

A0360 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED CUYD 2,629 131 2,760

A0380 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE (VEGETATED) SQFT 749 24 773

A0400 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE (WITH GABION

ROCK) SQFT 1,921 96 2,017

A0420 26101-1000 REINFORCED SOIL SLOPE, WELDED WIRE FACE (WITH GABION ROCK) SQFT 4,320 220 4,540

A0440 26110-0000 SELECT GRANULAR BACKFILL CUYD 2,730 140 2,870

A0460 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 2,323 117 2,440

A0480 60201-0800 24-INCH PIPE CULVERT LNFT 114 6 120

A0500 60201-1000 36-INCH PIPE CULVERT LNFT 35 2 37

A0520 60201-1200 48-INCH PIPE CULVERT LNFT 43 2 45

A0540 60201-1600 72-INCH PIPE CULVERT LNFT 50 3 53

A0560 60202-1600 96-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 52 3 55

A0580 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1 2

A0600 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY HOUR 90

A0620 62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED CAPACITY HOUR 90

A0640 62201-2050 ROLLER HOUR 90

A0660 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 90

A0680 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB

ATTACHMENT HOUR 90

A0700 62201-3750 CHAIN SAW HOUR 20

A0720 62301-0000 GENERAL LABOR HOUR 90

A0740 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH ACRE 1.4 0.1 1.5

A0760 62501-0000 TURF ESTABLISHMENT ACRE 1.4 0.1 1.5

MileStone: 100% Date Completed: 07/09/20 Report Date: 07/09/20

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A 9-

Ju l-

Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated Quantities c:

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STATE PROJECT

B.1FS ERFO 2017(2)-81(1)

FS ERFO 2018(1)-81(1)

SHEET

TYPICAL

SECTIONS

PLAN -

PROFILE

EROSION

CONTROL

RETAINING

WALL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0780 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 610 30 640

A0800 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 12 1 13

A0820 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 250 10 260

A0840 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 478 22 500

A0860 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1,920

A0880 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 120 120

9- Ju l-

P M

MileStone: 100% Date Completed: 07/09/20 Report Date: 07/09/20 c:

\p w -w or k\ d0 id

-e f1

_b a.

xl sm ]S he et

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B.2FS ERFO 2017(2)-81(1)

FS ERFO 2018(1)-81(1)

TYPICAL

SECTIONS

PLAN -

PROFILE

EROSION

CONTROL

RETAINING

WALL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

X0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

X0080 15401-0000 CONTRACTOR TESTING LPSM ALL

X0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0120 15705-1300 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL LNFT 150 10 160

X0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,804 96 1,900

X0160 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FILTER ROCK) EACH 26 2 28

X0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FIBER ROLL) EACH 3 1 4

X0200 15801-0000 WATERING FOR DUST CONTROL MGAL 2,700

X0220 20101-0000 CLEARING AND GRUBBING ACRE 1.8 0.1 1.9

X0240 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1

X0260 20401-0000 ROADWAY EXCAVATION CUYD 1,167 63 1,230

X0280 20404-0000 UNCLASSIFIED BORROW TON 12,082 618 12,700

X0300 20802-0000 FOUNDATION FILL CUYD 66 4 70

X0320 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 (HEADWALL) CUYD 18 1 19

X0340 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3 (PROTECTIVE APRON) CUYD 98 5 103

X0360 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE (WITH GABION

ROCK) SQFT 3,008 150 3,158

X0380 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 2,276 114 2,390

X0400 60201-0800 24-INCH PIPE CULVERT LNFT 130 7 137

X0420 60201-1000 36-INCH PIPE CULVERT LNFT 34 2 36

X0440 60201-2300 120-INCH PIPE CULVERT LNFT 124 6 130

X0460 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY HOUR 50

X0480 62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED CAPACITY HOUR 50

X0500 62201-2050 ROLLER HOUR 50

X0520 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 50

X0540 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB

ATTACHMENT HOUR 50

X0560 62201-3750 CHAIN SAW HOUR 10

X0580 62301-0000 GENERAL LABOR HOUR 50

X0600 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH ACRE 0.9 0.1 1.0

X0620 62501-0000 TURF ESTABLISHMENT ACRE 0.9 0.1 1.0

X0640 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 100 5 105

X0660 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 8 1 9

X0680 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 240

X0700 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 15 15

9- Ju l-

P M

MileStone: 100% Date Completed: 07/09/20 Report Date: 07/09/20 c:

\p w -w or k\ d0 id

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_b a.

xl sm ]S he et

SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B.3FS ERFO 2017(2)-81(1)

FS ERFO 2018(1)-81(1)

TYPICAL

SECTIONS

PLAN -

PROFILE

EROSION

CONTROL

RETAINING

WALL DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

Y0020 15101-0000 MOBILIZATION LPSM ALL

Y0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

Y0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

Y0080 15401-0000 CONTRACTOR TESTING LPSM ALL

Y0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

Y0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 200 10 210

Y0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,240 60 1,300

Y0160 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FIBER ROLL) EACH 8 1 9

Y0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FILTER ROCK) EACH 12 1 13

Y0200 15801-0000 WATERING FOR DUST CONTROL MGAL 2,000

Y0220 20101-0000 CLEARING AND GRUBBING ACRE 0.8 0.1 0.9

Y0240 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

Y0260 20401-0000 ROADWAY EXCAVATION CUYD 682 38 720

Y0280 20802-0000 FOUNDATION FILL CUYD 89 5 94

Y0300 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 (HEADWALL) CUYD 28 1 29

Y0320 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3 (PROTECTIVE APRON) CUYD 10 1 11

Y0340 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE (VEGETATED, CONTRACTOR-DESIGNED) SQFT 1,409 71 1,480

Y0360 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE (WITH GABION

ROCK) SQFT 2,282 118 2,400

Y0380 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE (WITH GABION

ROCK, CONTRACTOR-DESIGNED) SQFT 816 44 860

Y0400 25701-0200 CONTRACTOR FURNISHED MECHANICALLY STABILIZED EARTH WALL DESIGN LPSM All ALL

Y0420 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,268 72 1,340

Y0440 60201-0800 24-INCH PIPE CULVERT LNFT 20 1 21

Y0460 60201-1000 36-INCH PIPE CULVERT LNFT 166 8 174

Y0480 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY HOUR 30

Y0500 62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED CAPACITY HOUR 30

Y0520 62201-2050 ROLLER HOUR 30

Y0540 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 30

Y0560 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB

ATTACHMENT HOUR 30

Y0580 62201-3750 CHAIN SAW HOUR 10

Y0600 62301-0000 GENERAL LABOR HOUR 30

Y0620 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH ACRE 0.6 0.1 0.7

Y0640 62501-0000 TURF ESTABLISHMENT ACRE 0.6 0.1 0.7

Y0660 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 250 15 265

Y0680 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 8 1 9

Y0700 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 240

Y0720 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 15 15

9- Ju l-

P M

MileStone: 100% Date Completed: 07/09/20 Report Date: 07/09/20 c:

\p w -w or k\ d0 id

-e f1

_b a.

xl sm ]S he et

SUMMARY OF QUANTITIES - Option Y

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B.4FS ERFO 2017(2)-81(1)

FS ERFO 2018(1)-81(1)

SHEET

FS ERFO 2018(1)-81(1)

C.1

J u n e id e f c a .d p w w o r k

\i d e f c a .d g n

SECTION QUANTITIES

TABULATION OF

NO SCALE

FOOTNOTE:

NOTE:

ROUNDING DETAIL

CUT SLOPE

Profile grade

S lo p e s ta k e l im it

ROUNDING DETAIL

FILL SLOPE

S lo p e s ta k e l im it

[6]

[3]

[1] 3% [1] 3%

[2]

1:3

V a rie s 1 :1 to

[2] [8]

Varies 1:1.5 to 1:3

C o n s tr ic ti o n l im it of trees, minimize wetland impact, as directed by the CO.

Reduce or eliminate slope rounding width to avoid removal

TYPICAL SECTION NO. 1

surface model.

Widening varies as shown in the Land XML proposed finished[7]

See Fill Slope Rounding Detail.[6]

See Cut Slope Rounding Detail.[5]

Additional widening required for turnout at FSR 5503 MP 4.0.[4] proportionally.

dimension and reduce the front slope rounding distance

For cut heights less than 5-feet, reduce "B" to the cut height[3] surface model.

Construct slopes as shown in the Land XML proposed finished[2] curve data of the Plan and Profile Sheets.

Superelevate curves at maximum rate "e" as indicated in the[1] method 2, 4" compacted depth

Roadway aggregate

Embankment construction

BASE: FSR 5503, MP 4.0

BASE: FSR 319, MP 3.5

BASE: FSR 319, MP 2.0

BASE: FSR 319, MP 1.6

80+00 to 84+18.60

30+75 to 34+09.84

20+00 to 21+98.07

10+00 to 11+27.84

[7] W2

Traveled way

[4]

[5]

C o n s tr u c ti o n l im it

C o n s tr u c ti o n l im it applicable.

Construct MSE Wall as shown on Sheet G.2, where[8]

SHEET 1 of 3

B=5'

Turf establishment topsoil, 4" depth

Furnishing and placing

W topsoil, 4" depth

Furnishing and placing

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

C.2

J u n e id e f c b

.d p w w o r k \d

\i d e f c b .d g

TYPICAL SECTION

NOTE:

ROUNDING DETAIL

CUT SLOPE

Profile grade

S lo p e s ta k e l im it

ROUNDING DETAIL

FILL SLOPE

S lo p e s ta k e l im it

[6]

[3]

[1] 3% [1] 3%

V a rie s 1 :1 .5 to

[2] [9]

Varies 1:1.5 to 1:3

C o n s tr u c ti o n l im it easement at FSR 470 MP 0.8 as directed by the CO.

of trees, minimize wetland impact and to remain within

TYPICAL SECTION NO. 2

Widening varies as shown in the Land XML proposed finished[7]

See Fill Slope Rounding Detail.[6]

See Cut Slope Rounding Detail.[5]

FSR 443 MP 30.6, and FSR 660 MP 2.15.

Additional widening required for turnouts at FSR 246 MP 14.6,[4] proportionally.

dimension and reduce the front slope rounding distance

For cut heights less than 5-feet, reduce "B" to the cut height[3] surface model.

Construct slopes as shown in the Land XML proposed finished[2] curve data of the Plan and Profile Sheets.

Superelevate curves at maximum rate "e" as indicated in the[1]

12" compacted depth

Roadway aggregate, method 2, Traveled way

Embankment construction

FSR 710, MP 1.8-1.9

FSR 700, MP 8.0

FSR 250, MP 59.9

OPTION Y: FSR 250, MP 55.5

FSR 660, MP 2.4

FSR 660, MP 2.15

FSR 255, MP 19.45

OPTION X: FSR 246, MP 14.6

FSR 443, MP 30.6

FSR 426, MP 2.7

BASE: FSR 426, MP 0.5

90+00 to 97+75.29

No stationing

100+00 to 104+94.13

111+44.29 to 113+41.08

120+00 to 124+97.58

140+00 to 145+57.31

40+00 to 47+09.20

No stationing

[7]W 2 1 [7]W 2

[4] [4]

[5]

C o n s tr u c ti o n l im it

[8]

C o n s tr u c ti o n l im it

See D-Sheets for approximate measurements.[8]

Construct MSE Wall as shown on Sheet G.2, where applicable.[9]

SHEET 2 of 3

Turf establishment topsoil 4" depth

Furnishing and placing

Turf establishment topsoil 4" depth

Furnishing and placing

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

C.3

J u n e id e f c c .d p w w o r k \d

\i d e f c c .d g

Profile grade

[5]

[4]

[1]

V a rie s 1 :1 to

[1]

Varies 1:1.5 to 1:3

C o n s tr u c ti o n l im it

TYPICAL SECTION NO. 3

method 2, 4" compacted depth

Roadway aggregate

Embankment construction

BASE: FSR 443, MP 28.76 - 28.83 51+94.73 to 57+56.00

[6] W2

Traveled way lo p e s ta k e l im it

ROUNDING DETAIL

FILL SLOPE

S lo p e s ta k e l im it

[2]

ROUNDING DETAIL

CUT SLOPE

of trees, minimize wetland impact, as directed by the CO.

Widening varies as shown in the Land XML proposed finished[6]

See Fill Slope Rounding Detail.[5]

See Cut Slope Rounding Detail.[4]

Additional widening required for turnout.[3] proportionally.

dimension and reduce the front slope rounding distance

For cut heights less than 5-feet, reduce "B" to the cut height[2] surface model.

Construct slopes as shown in the Land XML proposed finished[1]

FOOTNOTE:

NOTE:

NO SCALE

C o n s tr u c ti o n l im it

SHEET 3 of 3

Furnishing and placing

[3]

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

C.4

J u n e id e f c d

.d p w w o r k \d

\i d e f c d .d g

XX XX XX

XX XXXX

FOOTNOTE:

WELDED WIRE REINFORCEMENT

PLAN VIEW

for Typical Sections

See Sheet C.3 and C.4

V :1

Select borrow, 12" depth

Allow 12-inch setback of reinforcement from finished face.[3] by the CO.

If disturbed ground is encountered depth to be determined

Embed rock embankment below existing ground surface. [2]

Assumed slope ratio for informational quantities calculations.[1] class 1, type B (non-woven)

Geotextile filter, 1:2 mechanically-placed

Special rock embankment, 12"x12" - W9.4xW9.4 acceptable in concave curves

Backside separation

Finished face of SRE or gap of 6" with a maximum overlap

Butt adjacent wire panels structure excavation

Limit of acceptable in convex curves

Backside overlap at 4' vertical spacing

Welded wire reinforcement

SPECIAL ROCK EMBANKMENT SECTION

XX XX XX

XX XXX

NO SCALE

BASE: FSR 443, MP 28.76-28.83

BASE: FSR 426, MP 2.7

BASE: FSR 426, MP 0.5

53+80 to 55+14 LT and 55+60 to 56+40 LT

No Stationing

Common embankment

[4]

See D-Sheets for approximate measurements.[4]

[1]

[3]

(min.)

8'-0" m a x

(min.)

12" m in

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

C.5

J u n e id e f c f .d p w w o r k \d

\i d e f c e .d g n

WIRE DETAILS

WITH REINFORCED WELDED

SPECIAL ROCK EMBANKMENT

NOTE:

shrink/swell.

Excavation and embankment have not been adjusted for

FSR 443 MP 28.76 - 28.83.

FSR 443 MP 30.6 can be used to construct embankment at

Excess suitable material from roadway excavation at

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

D.1

J u n e id e f f a .d p w w o r k \d

\i d e f f a .d g n

QUANTITIES

TABULATION OF PLAN

Line to be constructed

Slope stake limits

Proposed edge of road

Existing edge of road

See Sheet D.20 for Connection Detail

N88°23'09"E N78°23'55"E e = 0.048

'34.86L =

'17.48T =

'200.00R =

(LT)09°59'14"Δ =

145+03.73PI

'79.99Ls = 29°00'14"Δs =

Line to be constructed

Slope stake limits

Slope stake limits edge of road Proposed edge of road Existing

Reconstruct turnout. See Sheet E.1

Connection detail applies to roadway, and turnout See Sheet D.20 for Connection Detail

Scarp

Profile grade

Existing ground

In ta ll p ip e c u lv e rt w it h p la c e d r ip ra p M e th o d B

C la s

(p ro te c ti v e a p ro n a t in le t a n d o u tl e t.

S e e c u lv e rt p la n -p ro fi le o n

S h e e t H

R e m o v e e x is ti n g p ip e c u lv e rt

In ta ll p ip e c u lv e rt w c e d r ip ra p M e th o d B

C la s

(r ip ra p h e a d w a ll a t in le t a n d o u tl e t.

S e e h e a d w a ll d e ta il s e e t H

END WORK

145+57.31

FSR 246 MP 14.6

EL=3639.26

E=2661611.6554

N=1838947.9252

BEGIN WORK

140+00.00

FSR 246 MP 14.6

EL=3641.78

E=2661278.0182

N=1838826.0189

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ID FS ERFO 2017(2)-81(1)ID FS ERFO 2017(2)-81(1)

140+00 141+00 142+00 143+00 144+00 145+00

3630 3630

3640 3640

3650 3650

-0.255%

-0.783%

+1.044%

0' VC60

113.70K =

'1289.40SSD =

' VC100

55K =

'3808.37HLSD = 3

146+00

OPTION XOPTION X

221 77

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

D.2

J u n e

P la n

S h e t] p w

-w o rk

\d \i d -e f1 fb

.d g n

18015

18013

N 16°12'28"E

N43° 51'4

3"W e = 0.060 '102.36L = '59.79T = '79.00R =

(RT)74°14'06"Δ =

143+23.79PI

e = 0.060 '99.60L = '54.93T = '95.00R =

(LT)60°04'11"Δ =

140+67.50PI

143+66.36 CS143+66.36 CS

144+46.35

'80.00Ls = 29°00'31"Δs =

'79.99Ls = 29°00'14"Δs =

18004

18003

18002

Existing edge of road

Proposed edge of road

Line to be constructed

Slope stake limits

Connection Detail

See Sheet D.20 for for Connection Detail

See Sheet D.20

Scarp

Profile grade

Existing ground

I n s ta ll p ip e c u lv e r t w c e d r ip r a p

M e th o d

C la s s r ip r a p h e a d w a ll a t in le t a n d o u tl e t.

S e e h e a d w a ll d e ta il s e e t

H .1 stabilized earth wall (wall #1)

122+17 to 123+00, LT

See Section-G for Details

END WORK

124+97.58

FSR 255 MP 19.45 OPTION X

EL=4367.15

E=2784119.5840

N=1874466.0580

BEGIN WORK

120+00.00

FSR 255 MP 19.45 OPTION X

EL=4400.31

E=2783913.0831

N=1870422.7573

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ID FS ERFO 2018(1)-81(1)

120+00 121+00 122+00 123+00 124+00

4370 4370

4380 4380

4390 4390

4400 4400

-7.464%

-6.285%

-7.155%

' VC50

57.51K =

'789.43SSD =

' VC100

85K =

'INFHLSD =

125+00

Construct mechanically

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

D.3

J u n e

P la n

S h e p w w o r k \d

\i d e f f c .d g n

N29°18'20"E

N38°14'12"E

N08° 12'

33" E

N12°0 2'16

"E e = 0.042

'20.05L =

'10.03T =

'300.00R =

(RT)03°49'42"Δ =

124+51.59PI

e = 0.042 '157.22L = '80.46T = '300.00R =

(LT)30°01'39"Δ =

123+11.78PI

18123

18124

18125 stake limits

Slope

Slope stake limits

Line to be constructed

Existing edge of road for Connection Detail

See Sheet D.20

See Sheet D.20 for Connection Detail

Scarp

Scarp unpaved shoulder

Edge of existing

Proposed edge of road

Profile grade

Existing ground

Construct mechanically stabilized earth wall, (wall #7)

10+16 to 11+14

See Section-G for details

BEGIN WORK

10+00.00

FSR 319 MP 1.6

EL=1993.21

E=1915.1981

N=4024.8085

END WORK

11+27.84

FSR 319 MP 1.6

EL=2005.80

E=2042.7082

N=4024.8085

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ID FS ERFO 2017(2)-81(1) ID FS ERFO 2017(2)-81(1)

10+00 11+00

1990 1990

2000 2000

2010 2010

+7.6

' VC60

9K =

'83.72HLSD =

12+00

BASE

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

D.4

J u n e

P la n

S h e p w w o r k \d

\i d e f f d .d g n

S75°27'2 5"E S65°47'27"E e = 0.024

'50.61L =

'25.37T =

'300.00R =

(RT)09°39'58"Δ =

10+61.33PI

Proposed edge of road

18120

18121P for Connection Detail

See Sheet D.20

Existing standpipe inlet

Edge of unpaved shoulder unpaved shoulder

Edge of

Slope stake limits stake limits

Slope

Existing stream

Profile grade

Existing ground

I s ta ll p ip e c u lv e r t w it h p la c e d r ip r a p

M e th o d B c la s s r ip r a p h e a d w a ll a t in le t.

R e m o v e e x is ti n g p ip e c u lv e r t a n d s ta n d p ip e i n le t.

s ta ll p la c e d r ip r a p m e th o d B c la s s p r o te c ti o n a p r o n a t o u tl e a p r o n d e ta il s o n S h e e t

H .1

Construct reinforced soil slope (RSS #1)

20+12 to 21+66 RT

See Section-G for details

BEGIN WORK

20+00.00

FSR 319 MP 2.0

EL=3991.12

E=4925.2080

N=10073.8381

END WORK

21+98.07

FSR 319 MP 2.0

EL=4006.84

E=4974.6230

N=9909.9555

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FOOTNOTE:

See Sheet G.16 for Culvert Through RSS detail.[1]

ID FS ERFO 2017(2)-81(1) ID FS ERFO 2017(2)-81(1)

for Connection Details

See Sheet D.20

20+00

3990 3990

4000 4000

4010 4010

21+00 22+00

+9.

+1.474%

+8.8

' VC20

2.64K =

'152.69SSD =

' VC20

3K =

'48.71HLSD =

BASEBASE

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

D.5

J u n e

P la n

S h e p w w o r k \d

\i d e f f e .d g n

D I

S '1 "E S12°48'22"W e = 0.039

'40.00L =

'21.14T =

'50.00R =

(RT)45°50'12"Δ =

20+50.83PI

e = 0.031 '74.58L = '38.54T = '120.00R =

(RT)35°36'26"Δ =

21+08.23PI

18117

18118

Line to be constructed Slope stake limits

Slope stake limits

18119

Proposed edge of road

Existing edge of road

See Sheet D.20 for Connection Detail

Slope stake limits

Scarp

Edge of unpaved shoulder

Profile grade

Existing ground

Construct reinforced soil slope (RSS #2)

31+12 to 34+10 LT

See Section-G for details

Profile grade

Existing ground

BEGIN WORK

30+75.00

FSR 319 MP 3.5

EL=4985.52

E=9893.3379

N=19940.9498

END WORK

34+09.84

FSR 319 MP 3.5

EL=5024.68

E=10131.6899

N=20141.5686

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ID FS ERFO 2017(2)-81(1)

30+00 31+00 32+00 33+00

+10 .0

' VC121

39.85K =

'281.08SSD =

' VC81

53K =

'INFHLSD =

34+00 35+00

+11 .1

' VC50

45K =

'INFHLSD =

BASE

3 4

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

D.6

J u n e

P la n

S h e p w w o r k \d

\i d e f f g .d g n

N12 °5

N55°56'02"E

N71°33'12"E

N38°14' 29"E

N '5

N °4

"E e = 0.052

'56.33L =

'29.57T =

'75.00R =

(RT)43°01'48"Δ =

30+44.88PI

e = 0.032 '81.78L = '41.15T = '300.00R =

(RT)15°37'10"Δ =

31+46.95PI

e = 0.040 '64.42L = '32.58T = '175.00R =

(RT)21°05'33"Δ =

34+50.83PI

e = 0.038 '116.28L = '59.84T = '200.00R =

(LT)33°18'43"Δ =

32+72.33PI

e = 0.056 '53.97L = '28.97T = '60.00R =

(LT)51°32'25"Δ =

33+78.07PI

+03

T 3

+18

Existing edge of road

See Sheet D.20 for Connection Detail edge of road

Proposed

Scarp

Scarp s h o u ld e r

E d g e o f u n p a v e d

Edge of unpaved shoulder

Slope stake limits

Profile grade

Existing ground

Construct special rock embankment, mechanically-placed

53+80 to 55+14, LT

See Sheet C.5 for detail

Construct special rock embankment, mechanically-placed

55+60 to 56+40, LT

See Sheet C.5 for detail s ta ll p ip e c u lv e r t w it h p la c e d r ip r a p

M e th o d

B c la s s

P r o te c ti o n

A p r o n a t in le t a n d o u tl e c u lv e r t p la n p r o f il e o n S h e e t

H .5 a n d a p r o n d e ta il s o n S h e e t

H .5

50+00 51+00 52+00 53+00 54+00 55+00 56+00

3000 3000

3010 3010

3020 3020

3030 3030

-4.882%

-3.869% +1.698%

' VC100

17.96K =

'169.38SSD =

' VC160

24K =

'149.99HLSD =

S70°33'29"W S60°44'20"W

S '5

'54.00L =

'28.23T =

'75.00R =

(RT)41°15'11"Δ =

50+40.94PI

'65.58L = '33.32T = '150.00R =

(RT)25°03'00"Δ =

51+00.03PI

'25.71L = '12.88T = '150.00R =

(LT)09°49'09"Δ =

51+60.86PI

e = NC '103.34L = '83.91T = '50.00R =

(LT)118°25'17"Δ =

53+33.80PI

53+53.23

+12

+00

POB

Line to be constructed

Slope stake limits

Proposed edge of road

Slope stake limits

Existing edge of road

Sheet E.2 turnout. See Reconstruct shoulder unpaved Edge of shoulder Edge of unpaved

18113

18112

18111

18110

BEGIN WORK

ID FS ERFO 2017(2)-81(1)

EL=3016.50

E=4733.2975

N=10168.46

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FSR 443 MP 28.76-28.85 BASE

451076

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

D.7

J u n e

P la n

S h e p w

-w o rk

\d \i d -e f1 fh

.d g n

S57°40'58"E S72

°22' 29"E

S13°37'07"E e = NC '66.66L = '36.59T = '65.00R =

(RT)58°45'22"Δ =

55+40.84PI

e = NC '33.34L = '16.76T = '130.00R =

(LT)14°41'32"Δ =

54+53.85PI

.4 edge of road

Proposed

Scarp

Edge of unpaved shoulder

Slope stake limits

Profile grade

Existing ground s ta ll p ip e c u lv e r t w it h p la c e d r ip r a p

M e th o d

B c la s s

P r o te c ti v e A p r o n a t in le t a n d o u tl e t.

R e m o v e e x is ti n g p ip e c u lv e r t.

S e e c u lv e r t p la n p r o f il e o n

S h e e t

H .6 a n d a p r o n d e ta il s o n

S h e e t

H .1

Construct special rock embankment, mechanically-placed

55+60 to 56+40, LT

See Sheet C.5 for detail

18109

18108

END WORK

57+56.00

FSR 443 MP 28.76-28.83

EL=3006.45

E=4955.0985

N=9929.5419

See Sheet D.20 for Connection Detail

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ID FS ERFO 2017(2)-81(1)

56+00 57+00 58+00 59+00

3000 3000

3010 3010

3020 3020

-3.869%

-8.537%

' VC130

27.85K =

'207.51SSD =

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

D.8

J u n e

P la n

S h e p w w o r k

\i d e f f h

.d g n

S '0 "E

N12 °4

"E N59°26'24"E e = NC

'80.00L =

'41.31T =

'130.00R =

(RT)35°15'32"Δ =

57+82.17PI

e = NC '51.93L = '26.05T = '260.00R =

(RT)11°26'38"Δ =

58+46.91PI

e = NC '75.08L = '119.59T = '28.00R =

(LT)153°38'39"Δ =

57+55.28PI

56+35.70

55+70.91

N '3

N26°21'47"W N36°05'56"

N34°01'12"W e = NC

'43.54L =

'21.77T =

'1,200.00R =

(RT)02°04'44"Δ =

44+65.83PI

e = 0.044 '84.00L = '43.80T = '120.00R =

(LT)40°06'25"Δ =

40+55.87PI

e = 0.044 '55.28L = '27.76T = '240.00R =

(LT)13°11'52"Δ =

41+23.83PI

e = 0.036 '101.95L = '51.10T = '600.00R =

(LT)09°44'09"Δ =

43+18.02PI

+12

+00

POB

3 4 4 4

5 4

18104

CPP

18103

CP 18102

Line to be constructed Proposed edge of road

Slope stake limits

Existing edge of road

Reconstruct turnout.

See Sheet E.3

Existing debris

Existing boulder, (typ.)

Existing debris

Edge of unpaved shoulder

Profile grade

Existing ground

In s ta ll w it h p la c e d ri p ra p

M e th o d

B c la s s

P ro te c ti v e

A p ro n a t in le t a n d o u tl e t.

R e m o v e e x is ti n g p ip e c u lv e rt

S e e c u lv e rt p la n

-p ro fi le o n

S h e e t H

.7 a n d a p ro d ta il s o n S h e e t H

BEGIN WORK

40+00.00

FSR 443 MP 30.6

EL=1775.97

E=2740195.9846

N=1594825.8115

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Connection Detail See Sheet D.20 for

ID FS ERFO 2017(2)-81(1)

40+00 41+00 42+00 43+00 44+00 45+00 46+00

1750 1750

1760 1760

1770 1770

1780 1780

-1.160%

-1.886%

-2.250%

-10.147%

-1.886%

' VC70

7.79K =

'109.01SSD =

' VC70

192.16K =

'1859.33SSD =

' VC70

8K =

'75.21HLSD =

BASE

16907

2 4

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

D.9

J u n e

P la n

S h e p w

-w o rk \d

\i d

-e f1 fi .d

N26°10'20"W e = 0.022

'82.18L =

'41.16T =

'600.00R =

(RT)07°50'52"Δ =

46+38.86PI

18101

Line to be constructed

Proposed edge of road

Existing edge of road

Connection Detail

See Sheet D.20 for

Edge of unpaved shoulder

Slope stake limits grade Profile

Existing ground

END WORK

47+09.20

FSR 443 MP 30.6

EL=1756.61

E=2739903.5388

N=1595445.8087

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EMB.

ID FS ERFO 2017(2)-81(1)

46+00 47+00

1740 1740

1750 1750

1760 1760

1770 1770

-2.250% +1.387%

' VC70

19K =

'173.49HLSD =

BASE

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

D.10

J u n e

P la n

S h e p w

-w o rk \d

\i d

-e f1 fi .d

N84°37'35"E

S77°06'50"E N69° 37'

25" E e = 0.028

'127.48L =

'64.28T =

'400.00R =

(RT)18°15'35"Δ =

72+26.55PI

e = 0.048 '58.05L = '29.87T = '100.00R =

(LT)33°15'45"Δ =

73+71.44PI

0 7 1 7

Line to be constructed

Slope stake limits

Existing edge of road

Slope stake limitsfor Connection Detail See Sheet D.20

N for Connection Detail See Sheet D.20

Edge of unpaved shoulder

Scarp pull box line and telephone Existing in place culvert Clean edge of road Proposed

Construct mechanically stabilized earth wall (wall #2)

71+62 to 72+71, LT See Section-G for details

C le a n c u lv e rt i n p la c e

Existing ground

Proposed grade

BEGIN WORK

70+00.00

FSR 470 MP 0.8

EL=1845.40

E=2667813.6169

N=1622485.3286

END WORK

73+10.00

FSR 470 MP 0.8

EL=1815.930

E=2668121.5822

N=1622487.6916

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EMB.

before performing work at this site.

Contact telephone company per Subsection 107.02

UTILITIES:

Century Link

Email: Cody.Hollenbeck@centurylink.com Cell: (509) 780-2558 Office: (208) 798-8380 Cody Hollenbeck, Network Engineer II

ID FS ERFO 2017(2)-81(1) ID FS ERFO 2017(2)-81(1)

70+00 71+00 72+00 73+00

1,820 1,820

1,830 1,830

1,840 1,840

' VC100

35.33K =

'431.45SSD =

' VC50

67K =

'INFHLSD =

-8.951%

-11.031%

-8.200%

' VC100

35.33K =

'431.45SSD =

BASE BASE

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

D.11

J u n e

P la n

S h e p w

-w o rk \d

\i d

-e f1 fj .d

Slope stake limits

See Sheet E.4

Reconstruct turnout.

18103

18102

18101

Connection Detail

See Sheet D.20 for

Connection Detail

See Sheet D.20 for

Existing edge of road

Edge of unpaved shoulder

Scarp

Profile grade Existing ground

Construct mechanically stabilized earth wall (wall #3)

81+34 to 82+18, RT

See Section-G for details

I n s ta ll p ip e c u lv e r t w it h p la c e d r ip r a p

M e th o d B c la s s r ip r a p h e a d w a ll a t in le t.

R e m o v e e x is ti n g p ip e c u lv e r t.

S e e h e a d w a ll d e ta ls o n S h e e t

H .1

BEGIN WORK

80+00.00

FSR 5503 MP 4.0

EL=1983.14

E=4807.1276

N=9921.8951

END WORK

84+18.60

FSR 5503 MP 4.0

EL=2009.73

E=5081.4148

N=10143.6774

CUYD

EXC.

CUYD

EMB.

ID FS ERFO 2017(2)-81(1)

80+00 81+00 82+00 83+00 84+00

1980 1980

1990 1990

2000 2000

2010 2010

+10 .1

+7.7

+5.06 9%

+4.73 7%

' VC50

20.31K =

'294.99SSD =

' VC100

37.91K =

'302.04SSD =

' VC100

301.18K =

'2051.62SSD =

85+00

BASE

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

D.12

J u n e

P la n

S h e p w w o r k \d

\i d e f f k .d g n

N41° 25'

53" E

N66°59'36"E

N87°51'39"E

N '1

W e = 0.044

'55.77L =

'28.36T =

'125.00R =

(RT)25°33'42"Δ =

80+40.21PI

e = 0.042 '54.63L = '27.62T = '150.00R =

(RT)20°52'04"Δ =

81+78.74PI

e = 0.052 '133.59L = '94.88T = '73.00R =

(LT)104°50'58"Δ =

83+37.61PI

83+ 76.3

84+ 18.6

POE 8

18019

18020

18018 turnout, and approach apron

Connection detail applies to roadway, See Sheet D.20 for Connection Detail.

Slope stake limits

Line to be constructed

Proposed edge of road

Existing edge of road

Scarp

Reconstruct portion of turnout. See Sheet E.5

Slope stake limits

Profile grade

Existing ground

Construct mechanically stabilized earth wall (wall #4)

111+46 to 112+37, RT

See Section-G for details

R m o v a l o f p ip e c u lv e r t

I n s ta ll p ip e c u lv e r t w it h p la c e d r ip r a p

M e th o d

B c la s s r ip r a p h e a d w a ll a t in le t.

S e e h e a d w a ll d e ta il s o n S h e e t

H .1

BEGIN WORK

111+44.29

FSR 660 MP 2.15

EL=3548.74

E=2683680.5659

N=1790790.4376

END WORK

113+41.08

FSR 660 MP 2.15

EL=3567.67

E=2983825.2188

N=1790669.7517

Connection Detail

See Sheet D.19 for

CUYD

EXC.

CUYD

EMB.

ID FS ERFO 2017(2)-81(1)

110+00 111+00 112+00 113+00 114+00

3540 3540

3550 3550

3560 3560

+10 .5

+6.9

+4.05 8%

+8.4

' VC100

15.42K =

'152.59SSD =

' VC80

28K =

'287.49HLSD =

' VC100

63K =

'INFHLSD =

OPTION X

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

D.13

J u n e

P la n

S h e p w w o r k \d

\i d e f f l.

d g n

J H

S 07°04'34"E

S7 3°

'0 6"

S30°17'44"E

S54° 43'39

"E e = 0.042

'112.50L =

'59.05T =

'150.00R =

(RT)42°58'22"Δ =

112+38.21PI

e = 0.048 '60.00L = '30.93T = '100.00R =

(LT)34°22'39"Δ =

110+60.03PI

e = 0.060 '27.76L = '14.25T = '50.00R =

(LT)31°48'53"Δ =

111+03.34PI

e = 0.042 '63.96L = '32.48T = '150.00R =

(LT)24°25'55"Δ =

113+73.56PI

Slope stake limits

Sheet D.20 for Connection Detail

18021

18022 18024

18023

Connection Detail

Sheet D.20 for

Edge of unpaved shoulder

Scarp

Profile grade

Existing ground

Construct mechanically stabilized earth wall (wall #5)

102+02 to 103+13, RT

See Section-G for details s ta ll p ip e c u lv e r t w it h p la c e d r ip r a p M e th o d A c la s s r ip r a p h e a d w a ll a t in le t.

R e m o v e e x is ti n g p ip e c u lv e r t.

S e e h e a d w a ll d e ta il s o n

S h e e t

H .1

BEGIN WORK

100+00.00

FSR 660 MP 2.4

EL=3629.25

E=2684863.6008

N=1790137.6267

END WORK

104+94.13

FSR 660 MP 2.4

EL=3652.64

E=2685339.3078

N=1790044.7791

CUYD

EXC.

CUYD

EMB.

ID FS ERFO 2017(2)-81(1)

100+00 101+00 102+00 103+00 104+00

3630 3630

3640 3640

3650 3650

5.20 93%

4.49 16%

3.002 5%

K=50

36' VC

K=40

60' VC

OPTION X

1 1

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

D.14

J u n e

P la n

S h e p w w o r k

\i d e f f m

.d g n

N89°0 3'15"

S79°40'52"E S82°29'34"E

S °1

'1 "E e = 0.022

'117.96L =

'59.17T =

'600.00R =

(RT)11°15'53"Δ =

100+92.36PI

e = 0.050 '81.06L = '42.47T = '110.00R =

(RT)42°13'21"Δ =

104+46.25PI

e = NC '88.34L = '44.18T = '1,800.00R =

(LT)02°48'42"Δ =

102+69.24PI

0 1

18005

18006

18008

18009

Line to be constructed

Proposed edge of road

Slope stake limits

Existing edge of road for Connection Detail

See Sheet D.20

Profile grade

Existing ground

Construct mechanically stabilized earth wall

(wall #6A)

91+07 to 91+55, LT

See Section-G for details

91+92 to 92+96, LT

See Section-G for details 95+16 to 95+77, LT

See Section-G for details

I n s ta ll p ip e c u lv e r t w it h p la c e d r ip r a p

M e th o d

A c la s s r ip r a p h e a d w a ll a t in le t a n d o u tl e t.

S e e a p r o n d e ta il s e e t

H .1 stabilized earth wall

(wall #6C)

R e m o v e p ip e c u lv e r t stabilized earth wall (wall #6B)

I n s ta ll p ip e c u lv e r t w it h p la c e d r ip r a p

M e th o d

A c la s s r ip r a p h e a d w a ll a t in le t a n d o u tl e t.

R e m o v e p ip e c u lv e r t

WORK

BEGIN

FSR 710 MP 1.8-1.9, 90+00.00

EL=2778.53

E=2695961.8405

N=1882340.9365

CUYD

EXC.

CUYD

EMB.

OPTION Y

ID FS ERFO 2017(2)-81(1)

90+00 91+00 92+00 93+00 94+00 95+00 96+00

2750 2750

2760 2760

2770 2770

2780 2780

-8.940%

-4.414%

' VC200

41.18K =

'237.09SSD =

' VC100

22K =

'153.74HLSD =

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

D.15

J u n e

P la n

S h e p w w o r k

\i d e f f n

.d g n

N06°26'44"W

N00°59'44"W N17°05

'41"W e = 0.030

'57.07L =

'28.56T =

'600.00R =

(RT)05°27'00"Δ =

90+83.42PI

e = 0.042 '80.42L = '41.20T = '150.00R =

(RT)30°43'02"Δ =

95+87.47PI

e = 0.032 '84.30L = '42.43T = '300.00R =

(LT)16°05'58"Δ =

93+16.43PI

C 9

3 9

5 9

18010 edge of road

Proposed constructed

Line to be

Slope stake limits Existing edge of road

Profile grade

Existing ground

N pw:\\UMATILLA.hfl17do1.wfl.fld.fhwa.dot.gov:PW_Oracle\Documents\76\Teams\Drafting\Timesheet\Cindy

EL=2731.18

E=2695891.5689

N=1883102.8204

97+75.29

FSR 710 MP 1.8-1.9

END WORK

for Connection Detail

See Sheet D.20

CUYD

EXC.

CUYD

EMB.

OPTION Y

ID FS ERFO 2017(2)-81(1)

96+00 97+00

2730 2730

2740 2740

2750 2750

-9.270%

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

D.16

J u n e

P la n

S h e p w w o r k

\i d e f f n

.d g n

N13°37'20"E N06°2 0'29

"W e = 0.042

'80.42L =

'41.20T =

'150.00R =

(RT)30°43'02"Δ =

95+87.47PI

e = 0.042 '52.26L = '26.40T = '150.00R =

(LT)19°57'49"Δ =

97+12.67PI

See headwall details on Sheet H.15.

(riprap headwall) at inlet.

method A, class 3 placed riprap, Install 24" pipe culvert with contractor-designed). See Sheet G.3 for details wall, (Wall #8, welded wire face, vegetated, Construct mechanically stabilized earth

Scarp

100'

See headwall details on Sheet H.15.

class 3 (riprap headwall) at inlet.

with palced riprap, Method A, Install 24" pipe culvert

Existing turnout

Scarp

Proposed edge of road

NO SCALE

D.17

STATE PROJECT

NUMBER

SHEET

D e f a u lt p w w o r k \d

\i d e f f o .d g n

FS ERFO 2018(1)-81(1)

FS ERFO 2017(2)-81(1)

J u n e

M il le r K

P a r k e r

C h e c k e d b y

D e s ig n e d b y

OPTION Y

BLACK CANYON ROAD

FSR 250 - MP 55.5

ID FS ERFO 2017(2)-81(1)

OPTION Y

BLACK CANYON ROAD

FSR 250 - MP 59.9

ID FS ERFO 2017(2)-81(1)

shown are approximate.

1. Sites have not been surveyed. Locations and dimensions

NOTE:

See details, Sheet H.14

(protective apron).

method B, class 3

Construct placed riprap, See details, Sheet H.14

(protective apron).

Method B, class 3

Construct placed riprap, m a x

Construction limits

North Fork Clearwater River

Construction limits m a x

OHWM to be determined in field

North Fork Clearwater River

See Sheet D.20 for Connection Detail

See Sheet D.20 for Connection Detail vegetated, contractor-designed). See Sheet G.3 for details earth wall, (Wall #9, welded wire face, Construct mechanically stabilized

50'

37' m in

See headwall detail on Sheet H.15.

class 3 (riprap headwall) at inlet.

with placed riprap, Method A, Install 24" pipe culvert temporary bypass road

Edge of existing mechanically placed. See Sheet C.5 for details

Construct special rock embankment, Scarp

100' (approx.)

edge of road

Proposed

NO SCALE

Construction limits

Construct ditch

See Sheet D.20 for Connection Detail

Construction limits mechanically placed. See Sheet C.5 for details

Construct special rock embankment, Connection Detail

See Sheet D.20 for

Connection Detail

See Sheet D.20 for

Existing edge of road

Proposed edge of road See headwall detail on Sheet H.15.

class 3 (riprap headwall) at inlet.

with placed riprap, Method A, Install 24" pipe culvert with

Scarp shown are approximate.

1. Sites have not been surveyed. Locations and dimensions

NOTE:

BASE

BRIDGE CREEK ROAD

FSR 426 - MP 0.5

ID FS ERFO 2017(2)-81(1)

8' 8'

90'

J u n e id e f f r .d p w w o r k \d

\i d e f f p .d g n

BASE

BRIDGE CREEK ROAD

FSR 426 - MP 2.7

ID FS ERFO 2018(1)-81(1)

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

D.18 contractor designed) [Wall #10] wall, welded wire face (with gabion rock, Construct mechanically-stabilized earth

Connection Detail

See Sheet D.20 for

Construction limits for Connection Detail

See Sheet D.20

Construction limits

Proposed edge of road Scarp

30" pipe culvert

Remove existing

Existing catch basin

See headwall details on Sheet H.15

(Riprap headwall) at inlet and outlet.

placed riprap, method A, class 3

Install 36-inch pipe culvert with

45'

NO SCALE

75'

J u n e

S R p w w o r k \d

\i d e f f q .d g n

OPTION Y

SMITH RIDGE ROAD

FSR 700 - MP 8

ID FS ERFO 2017(2)-81(1)

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

D.19 surface

Existing roadway roadway surface

Proposed

END CONNECTION

E N

D W

O R

K roadway surface

Existing surface roadway

Proposed

B E

W O

R K

BEGIN CONNECTION

method 2

Roadway aggregate method 2

Roadway aggregate turnout and approach apron at FSR 660 MP 2.15.

Roadway surface includes turnout at FSR 246 MP 14.6 and [2]

Match depth of aggregate surfacing shown in Typical Section. [1]

D D [1]

25' 25'

STATE PROJECT

NUMBER

SHEET

FS ERFO 2018(1)-81(1)

D.20

J u n e id e f f q

.d p w w o r k \d

\i d e f f r .d g n

DETAILS

CONNECTION

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

18013 1838865.620 2661341.896 3641.690 46°42'39.87292"N 115°36'13.67093"W 3588.35 0.99976389 5/8" IR W/FHWA ALUM CAP

18014 1838689.004 2661189.269 3636.510 46°42'38.13227"N 115°36'15.86598"W 3583.17 0.99976389 5/8" IR W/FHWA ALUM CAP

18015 1839146.142 2661189.413 3635.510 46°42'42.64484"N 115°36'15.85177"W 3582.17 0.99976389 5/8" IR W/FHWA ALUM CAP

18016 1839167.101 2661480.280 3639.770 46°42'42.84640"N 115°36'11.67692"W 3586.43 0.99976389 5/8" IR W/FHWA ALUM CAP

18001 1873814.923 2783826.418 4416.480 46°48'18.85152"N 115°06'51.90093"W 4366.14 0.99975542 5/8" IR W/FHWA ALUM CAP

18002 1874120.040 2783955.733 4392.670 46°48'21.85288"N 115°06'50.00649"W 4342.33 0.99975542 5/8" IR W/FHWA ALUM CAP

18003 1874296.397 2784071.316 4378.180 46°48'23.58440"N 115°06'48.32439"W 4327.84 0.99975542 5/8" IR W/FHWA ALUM CAP

18004 1874485.104 2784112.913 4366.340 46°48'25.44372"N 115°06'47.70443"W 4315.92 0.99975542 5/8" IR W/FHWA ALUM CAP

18101 1595553.862 2739849.456 1756.235 46°02'35.002234"N 115°17'47.037634"W 1705.4558 0.99986616 5/8" IR W/FHWA ALUM CAP

18102 1595326.358 2739983.364 1755.510 46°02'32.748761"N 115°17'45.157778"W 1704.7324 0.99986616 5/8" IR W/FHWA ALUM CAP

18103 1595062.610 2740159.744 1762.720 46°02'30.135015"N 115°17'42.678688"W 1711.9522 0.99986616 5/8" IR W/FHWA ALUM CAP

18104 1594899.530 2740223.037 1774.019 46°02'28.521478"N 115°17'41.794543"W 1723.2555 0.99986616 5/8" IR W/FHWA ALUM CAP

18105 1594706.076 2740146.981 1773.050 46°02'26.615984"N 115°17'42.888455"W 1722.292 0.99986616 5/8" IR W/FHWA ALUM CAP

18106 1594373.530 2740296.563 1756.927 46°02'23.324527"N 115°17'40.794965"W 1706.1819 0.99986616 5/8" IR W/FHWA ALUM CAP

18107 1594525.583 2740155.840 1766.324 46°02'24.833544"N 115°17'42.777476"W 1715.5653 0.99986616 5/8" IR W/FHWA ALUM CAP

18101 1622503.259 2668109.366 1817.152 46°07'03.837996"N 115°34'43.275535"W 1764.4793 0.9998501 5/8" IR W/FHWA ALUM CAP

18102 1622502.036 2667896.717 1837.619 46°07'03.830465"N 115°34'46.294396"W 1784.946 0.9998501 5/8" IR W/FHWA ALUM CAP

18103 1622463.277 2667731.406 1853.030 46°07'03.451305"N 115°34'48.642347"W 1800.356 0.9998501 5/8" IR W/FHWA ALUM CAP

18017 1791024.785 2683527.838 3519.670 46°34'47.085993"N 115°30'57.320435"W 3466.8058 0.99977075 5/8" IR W/FHWA ALUM CAP

18018 1790605.498 2683875.793 3566.690 46°34'42.936734"N 115°30'52.357006"W 3513.8487 0.99977075 5/8" IR W/FHWA ALUM CAP

18019 1790831.766 2683632.937 3542.910 46°34'45.177507"N 115°30'55.824009"W 3490.0556 0.99977075 5/8" IR W/FHWA ALUM CAP

18020 1790802.480 2683729.237 3551.450 46°34'44.885542"N 115°30'54.446614"W 3498.5989 0.99977075 5/8" IR W/FHWA ALUM CAP

18021 1790131.194 2684872.766 3629.370 46°34'38.224942"N 115°30'38.104887"W 3576.5681 0.99976634 5/8" IR W/FHWA ALUM CAP

18022 1790132.130 2685022.991 3637.450 46°34'38.229715"N 115°30'35.954354"W 3584.6514 0.99976634 5/8" IR W/FHWA ALUM CAP

18023 1790042.132 2685332.399 3652.120 46°34'37.331960"N 115°30'31.528900"W 3599.3312 0.99976634 5/8" IR W/FHWA ALUM CAP

18024 1790097.709 2685233.940 3647.750 46°34'37.883590"N 115°30'32.935980"W 3594.9579 0.99976634 5/8" IR W/FHWA ALUM CAP

FSR 255 MP 19.45

FSR 443 MP 30.6

FSR 470 MP 0.8

FSR 660 MP 2.15

FSR 660 MP 2.4

PROJECT : Nez Perce-Clearwater Repairs 2017 PROJECT UNITS : US SURVEY FOOT COORDINATE SYSTEM : Idaho West SPCS NAD83 (2011)

EPOCH DATE : 2010.000

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID12b

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

FSR 246 MP 14.6

\p w -w or k\ d0

F S E

7( 2)

-8 1(

1) _c on tr ol sh ee t_

C S .x ls x]

Sh ee t

-M ay

-2

H D

S ur ve y/

D J&

D S ur ve y/ D

J& A

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.21

SHEET

NUMBER

FS ERFO 2017(2)-81(1)ID

SURVEY CONTROL

Sheet 1 of 3

FS ERFO 2018(1)-81(1)

STATE PLANE COORDINATES GEO COORDINATES

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

18005 1882461.940 2695945.833 2768.950 46°49'49.285705"N 115°27'54.806164"W 2716.6894 0.99981053 5/8" IR W/FHWA ALUM CAP

18006 1882666.750 2695953.361 2759.940 46°49'51.307128"N 115°27'54.687184"W 2707.686 0.99981053 5/8" IR W/FHWA ALUM CAP

18007 1882288.877 2695975.817 2782.940 46°49'47.576345"N 115°27'54.383856"W 2730.6761 0.99981053 5/8" IR W/FHWA ALUM CAP

18008 1882797.309 2695891.859 2753.970 46°49'52.598094"N 115°27'55.564922"W 2701.716 0.99981053 5/8" IR W/FHWA ALUM CAP

18009 1882911.741 2695869.759 2747.790 46°49'53.728430"N 115°27'55.876823"W 2695.5393 0.99981053 5/8" IR W/FHWA ALUM CAP

18010 1883042.118 2695904.242 2735.930 46°49'55.014186"N 115°27'55.374105"W 2683.6825 0.99981053 5/8" IR W/FHWA ALUM CAP

18011 1883189.071 2695888.645 2722.530 46°49'56.465296"N 115°27'55.590680"W 2670.2858 0.99981053 5/8" IR W/FHWA ALUM CAP

18012 1883242.867 2695896.854 2716.580 46°49'56.996066"N 115°27'55.469935"W 2664.3391 0.99981053 5/8" IR W/FHWA ALUM CAP

PROJECT : Nez Perce-Clearwater Repairs 2017 PROJECT UNITS : US SURVEY FOOT COORDINATE SYSTEM : Idaho West SPCS NAD83 (2011)

EPOCH DATE : 2010.000

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID12b

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

FSR 710 MP 1.8-1.9

\p w -w or k\ d0

F S E

7( 2)

-8 1(

1) _c on tr ol sh ee t_

C S .x ls x]

Sh ee t ( 2)

-M ay -2

D S ur ve y/ D

J& A

H D

S ur ve y/

D J&

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.22

SHEET

NUMBER

FS ERFO 2017(2)-81(1)ID

SURVEY CONTROL

Sheet 2 of 3

NUMBER NORTH EAST ELEVATION DESCRIPTION

18123 4015.407 1905.083 1993.344 5/8" IR W/FHWA ALUM CAP

18124 4000.000 2000.000 2000.000 5/8" IR W/FHWA ALUM CAP

18125 2082.099 3958.160 2013.268 5/8" IR W/FHWA ALUM CAP

18120 10064.397 4929.384 3991.005 5/8" IR W/FHWA ALUM CAP

18121 10000.000 5000.000 4000.000 5/8" IR W/FHWA ALUM CAP

18122 9843.257 4966.682 4014.453 5/8" IR W/FHWA ALUM CAP

18117 19917.036 9856.306 4981.650 5/8" IR W/FHWA ALUM CAP

18118 20000.000 10000.000 5000.000 5/8" IR W/FHWA ALUM CAP

18119 20139.616 10127.031 5024.484 5/8" IR W/FHWA ALUM CAP

18108 10050.811 5084.590 2990.087 5/8" IR W/FHWA ALUM CAP

18109 10000.000 5000.000 3000.000 5/8" IR W/FHWA ALUM CAP

18110 9992.607 4872.805 3015.230 5/8" IR…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 16, 2020.