Wallowa_100__Plan_Set.pdf

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INDEX TO SHEETS

A. GENERAL INF ORMATION

A.1 TITLE SHEET

A.2 INDEX TO SHEETS

A.3 PLAN SYMBOLS AND ABBREVIATIONS

A.4 VICINITY MAP

B. SUMMARY OF QUANTITIES

B.1-4 SUMMARY OF QUANTITIES

C.l

C.2

C. TYPICAL SECTIONS

TABULATION OF TYPICAL SECTION QUANTITIES

EARTHWORK SUMMARY

C.3-4 TYPICAL SECTIONS

C.5 SUBEXCAVATION DETAILS

C .6 TURNOUT SECTION

C.7-8 REINFORCED SHOULDER STABILIZATION DETAILS

D. PLAN-PROFILE

D.l TABULATION OF PLAN QUANTITIES

D.2 PLAN AND PROFILE

D.3-11 PLAN AND PLAN

D.12-13 SURVEY CONTROL

E.l

E.2

E.3

E.4

E.5

E. APPROACH ROADS

TABULATION OF APPROACH ROAD QUANTITIES

APPROACH ROAD TYPICAL SECTIONS

PLAN AND PROFILE RIGHT TURN LANE

INTERSECTION LAYOUT

DRIVEWAY APRON AND TAPER LAYOUT

F . EROSION CONTROL

F.l TABULATION OF EROSION CONTROL QUANTITIES

F.2-10 EROSION CONTROL PLAN

F.11-15 STANDARD DRAWINGS AND DETAILS

F.16 ESCP SIGN

G. STRUCTURES

G.1-9 LITTLE SHEEP CREEK BRIDGE PLANS

G.10 TABULATION OF GRS-IBS ABUTMENT QUANTITIES

G.11 GRS-IBS TYPICAL PLAN AND ELEVATION

G.12-13 GRS-IBS DETAILS

G.14 GRS-IBS ABUTMENT PROFILES

INDEX T O SHEET S

H. DRAINAGE

H.1-2 TABULATION OF DRAINAGE QUANTITIES

H.3 LITTLE SHEEP CREEK BRIDGE SCOUR MITIGATION PLAN

H.4 LITTLE SHEEP CREEK BRIDGE SCOUR MITIGATION

SECTIONS

H.5-7 STANDARD DRAWINGS

H.8

H.9

H.10

RIPRAP HEADWALL AND PIPE END TREATMENT DETAILS

RIPRAP DITCH DETAIL

CURB, GUTTER, AND SLOPE PROTECTION DETAILS

I. GUARDRAIL

1.1 GUARDRAIL LAYOUT

1.2-4

1.5

1.6

I. 7

GUARDRAIL STANDARD DRAWINGS

STRUCTURAL TRANSITION RAIL PLAN AND ELEVATION

STRUCTURAL TRANSITION RAIL DETAILS

STRUCTURE TRANSITION RAIL PARTS

J. TEMPORARY TRAFFIC CONTROL

J.l TABULATION OF TEMPORARY TRAFFIC CONTROL

QUANTITIES

J.2 TEMPORARY TRAFFIC CONTROL ROAD CLOSURE LAYOUT

J.3-9 STANDARD DRAWINGS

K. PERMANENT TRAFFIC CONTROL

K.1 TABULATION OF PERMANENT TRAFFIC CONTROL

QUANTITIES

K.2-10 PERMANENT TRAFFIC CONTROL PLAN

K.11 STANDARD DRAWING

K.12 LINEAR PAVEMENT MARKING DETAILS

K.13 SIGN PANEL DETAILS

L. LANDSCAPING

L.1 LANDSCAPING PLAN AND QUANTITIES

M. UTILITIES

M.1 UTILITY PLAN

N. MISCELLANEOUS DETAILS

N.1 ROADWAY OBLITERATION DETAILS

N.2 OREGON RIGHT OF WAY FENCE DETAILS

STATE PROJECT

OR WALLOWA 4602(1)

INDEX TO SHEETS

SHEET

NUMBER

A.2

CP GPS

JH

BH

TP

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T

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

DI

T

NO SCALE

- no symbol -wall face

N

A

M

N o v e m b e r

I n t_ ft

D c m y fi le s p w p r o d u c ti o n d o r a a c .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.3 WALLOWA 4602(1)OR

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

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)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

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

ID

joint inside diameter

LW

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

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

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.

Ts

TS

thd.

TBM

T.

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.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

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

NOTE:

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.

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

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, EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut

CL

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

W a ll o w a d

R n w o

D r e k c u

T

29 28

27 26 25 30 29

27 26

31 32

353433323136

6 5 4 3

2 1

18 17 16 15 14

222120

25 30

36 31 32

33 34 35 36

27 26 25

31 32 33

29 28 27

212019

18 17 16 15 14 13

121110

6 5 4

3 2

36353433

212019

N

R

IL

C

N Y

O N

Spring d

R yt r e bi L

VICINITY MAP

d

R yt r e bi L

T e n d e r v a ll e y R d

A.4

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a a d .d g n

OR WALLOWA 4602(1)

P

J u n e

B

V in c e n t

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 ponds diposal Sewage d

R r e p p a n K

Creek Hill Sheep ywH a hanmI htiffir G keer C eltti L p e e h

S k e e r

C ylluCcM k e e r

C

.dR ekaL yenniK

Kinney Lake

.nL renruT

Quarry

4WD

W

D

W

D

W

D

W

D

W D

4W D

Gors line Gulch

M it c h e ll

Ca ny on

W e s t

F o r k

R iv e r

Mount Howard ya w ma rT ei ri ar P k e er C

Airport

State

Joesph

Si lv er

La ke

D it ch

Prairie Creek Rd.

Radio Facility

Weir

Liberty Grange

Grote Ln.

Airpo rt Ln

State Park Wallowa y w H et at

S a w ol l a W

Wallowa Lake State Park d

R e s u o H r e w o P

.nL llessuR

Dorrance Rd.

.nL llessuR a w oll a

W r e vi R

Walker Ln.

Bicentennial Rd.

LAKE

WALLOWA

J o s e p h

Main St.

L a G r a n d e

O R m il e s

10+40.45

272+68.69

D A

O R

P O

O L .

N T

M A

W O

L L

A W k eerC p e e h

S eltti

L

B O

U N

D A

R Y

W I L

D E

R N

E S

S

NATIONAL FOREST

WALLOWA

NATIONAL FOREST

WALLOWA

FOREST

NATIONAL

WALLOWA

R

E

R

E

R

E

R

E

R

E

R

E

T2S

T3S

SCALE IN MILES

0 1 m ile s

Im n a h a

O R

C o p p e r fi e ld

O R m il e s

E A G L E C

A P W

I L D E R N E S S

BEGIN REHABILITATION

BEGIN RECONSTRUCTION

16+25.00

END REHABILITATION

END PROJECT

BEGIN RECONSTRUCTION

BEGIN PROJECT

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION J SECTION K SECTION L SECTION M -

TYPICAL

SECTION

PLAN &

PROFILE

APPROACH

ROADS

EROSION

CONTROL STRUCTURES DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

LANDSCAPING UTILITIES 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 15703-1500 SOIL EROSION CONTROL,

TEMPORARY SOIL TACKIFIER ACRE 0.6 0.1 0.7

A0140 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 220 10 230

A0160 15705-1000 SOIL EROSION CONTROL,

TEMPORARY 48-INCH CULVERT PIPE LNFT 18 2 20

A0180 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 17,875 925 18,800

A0200 15705-1800 SOIL EROSION CONTROL,

TEMPORARY DIVERSION BERM LNFT 275 25 300

A0220 15801-0000 WATERING FOR DUST CONTROL MGAL 6,000 6,000

A0240 20101-0000 CLEARING AND GRUBBING ACRE 0.6 0.1 0.1 0.8

A0260 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 1 3

A0280 20301-2400 REMOVAL OF SIGN EACH 12 1 13

A0300 20302-0800 REMOVAL OF FENCE, BARBED WIRE LNFT 598 260 32 890

A0320 20401-0000 ROADWAY EXCAVATION CUYD 1,495 118 87 1,700

A0340 20402-0000 SUBEXCAVATION CUYD 2,068 102 2,170

A0360 20404-0000 UNCLASSIFIED BORROW TON 770 90 860

A0380 20411-0000 SELECT BORROW (SUBEXCAVATION

BACKFILL) TON 3,827 463 4,290

A0400 20411-0000 SELECT BORROW (GRS-IBS) TON 765 35 800

A0420 20701-0300 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE C SQYD 3,016 440 154 3,610

A0440 20801-0000 STRUCTURE EXCAVATION CUYD 1,572 1,572 Contract Quantity

A0460 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 27 3 30

A0480 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 225 15 240

A0500 25101-0100 PLACED RIPRAP, METHOD A,

CLASS 1 CUYD 60 5 65

A0520 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2, SLOPE PROTECTION CUYD 3 1 4

A0540 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2, PROTECTIVE APRON CUYD 10 1 11

MileStone: 100% Date Completed: In Progress Report Date: 11/30/18

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-N ov

-2

1:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

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STATE PROJECT

B.1WALLOWA 4602(1)OR

SHEET

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION J SECTION K SECTION L SECTION M -

TYPICAL

SECTION

PLAN &

PROFILE

APPROACH

ROADS

EROSION

CONTROL STRUCTURES DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

LANDSCAPING UTILITIES ALLOWANCE Bid Schedule

A0560 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3, HEADWALL CUYD 12 2 14

A0580 25101-0500 PLACED RIPRAP, METHOD A,

CLASS 5 CUYD 560 30 590

A0600 25120-0100 RIPRAP DITCH, METHOD A, CLASS

1 LNFT 145 5 150

A0620 26105-0000 REINFORCED SHOULDER

STABILIZATION, 7-FOOT LENGTH SQFT 15,225 775 16,000

A0640 26105-0000 REINFORCED SHOULDER

STABILIZATION, 13-FOOT LENGTH SQFT 2,600 130 2,730

A0660 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 380 60 440

A0680 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 2,742 895 443 4,080

A0700 30205-0500 ROADWAY AGGREGATE, SHOULDER

FINISHING MILE 9.7 0.3 10.0

A0720 30302-1000 DITCH RECONDITIONING LNFT 2,800 200 3,000

A0740 30604-0600 FULL DEPTH RECLAMATION WITH

FOAMED ASPHALT, 6-INCH DEPTH SQYD 67,275 3,365 70,640

A0760 30611-0000 CEMENT TON 220 10 230

A0780 30613-0000 ASPHALT BINDER TON 550 30 580

A0800 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 11,257 1,123 12,380

A0840 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 112.6 0.5 6.1 119.2

A0880 41201-0000 TACK COAT TON 29.1 0.1 1.8 31.0

A0900 55201-0800 STRUCTURAL CONCRETE, CLASS D Contract Quantity

(AE) CUYD 43 43

A0920 55302-0500 PRECAST, PRESTRESSED CONCRETE Contract Quantity

SLABS, 48-INCH VOIDED LNFT 436 436

A0940 55401-2000 REINFORCING STEEL, EPOXY Contract Quantity

COATED LB 2,470 2,470

A0960 55601-1200 BRIDGE RAILING, STEEL, THREE Contract Quantity

RAIL LNFT 125 125

A0980 55901-0000 MEMBRANE WATERPROOFING SQYD 202 8 210

A1000 57401-0000 GRS-IBS, GEOSYNTHETIC Contract Quantity

REINFORCEMENT SQYD 5,361 5,361

A1020 57402-0000 GRS-IBS, OPEN-GRADED BACKFILL TON 1,465 1,465 Contract Quantity

A1040 57403-1000 GRS-IBS, SEGMENTAL RETAINING Contract Quantity

WALL UNIT (SRWU) SQYD 318 318

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-N ov -2

1:

P M

MileStone: 100% Date Completed: In Progress Report Date: 11/30/18 c:

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2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number

STATE PROJECT

B.2WALLOWA 4602(1)OR

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION J SECTION K SECTION L SECTION M -

TYPICAL

SECTION

PLAN &

PROFILE

APPROACH

ROADS

EROSION

CONTROL STRUCTURES DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

LANDSCAPING UTILITIES ALLOWANCE Bid Schedule

A1060 58501-0000 ULTRA HIGH PERFORMANCE Contract Quantity

CONCRETE (UHPC) CUYD 3 3

A1080 60201-0800 24-INCH PIPE CULVERT LNFT 95 5 100

A1100 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 140 10 150

A1120 60704-0000 CLEANING CULVERT IN PLACE EACH 27 1 28

A1140 60902-1000 CURB AND GUTTER, CONCRETE,

12-INCH DEPTH LNFT 27 3 30

A1160 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A WOOD POSTS LNFT 250.0 12.5 262.5

A1180 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT EACH 2 2

A1200 61702-1600 TERMINAL SECTION, TYPE MGS

FLARED EACH 2 2

A1220 61707-4000 STRUCTURE TRANSITION RAILING,

MGS SYSTEM, STEEL POSTS LNFT 84.0 84.0

A1240 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 517 260 43 820

A1260 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 40 40

A1280 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 30-INCH WIDTH HOUR 20 20

A1300 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 20 20

A1320 62201-3750 CHAIN SAW HOUR 20 20

A1340 62301-0000 GENERAL LABOR HOUR 40 40

A1360 62406-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH ACRE 0.2 0.1 0.1 0.4

A1380 62501-0000 TURF ESTABLISHMENT ACRE 0.2 0.1 0.1 0.4

A1400 62635-1000 CUTTINGS, COTTONWOOD POLE EACH 15 1 16

A1420 62635-3000 CUTTINGS, WILLOW POLE,

EMERGENT EACH 15 1 16

A1440 62635-3000 CUTTINGS, WILLOW POLE, BANK EACH 15 1 16

A1460 63302-0000 SIGN SYSTEM SQFT 148 12 160

A1480 63309-0900 DELINEATOR, TYPE FLEXIBLE EACH 20 2 22

A1500 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID, WHITE EDGE LINE LNFT 105,332 5,268 110,600

A1520 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID, WHITE STOP LINE,

24-INCH WIDTH LNFT 300 15 315

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-N ov -2

1:

P M

MileStone: 100% Date Completed: In Progress Report Date: 11/30/18 c:

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]S he et

3)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number

STATE PROJECT

B.3WALLOWA 4602(1)OR

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION J SECTION K SECTION L SECTION M -

TYPICAL

SECTION

PLAN &

PROFILE

APPROACH

ROADS

EROSION

CONTROL STRUCTURES DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

LANDSCAPING UTILITIES ALLOWANCE Bid Schedule

A1540 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID, DOUBLE YELLOW

CENTERLINE LNFT 1,904 96 2,000

A1560 63405-0500 PAVEMENT MARKINGS, TYPE B,

TURN ARROW, RIGHT EACH 3 1 4

A1580 63405-0700 PAVEMENT MARKINGS, TYPE B,

"STOP" WORD MESSAGE EACH 1 1

A1600 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 8 2 10

A1620 63502-1000 TEMPORARY TRAFFIC CONTROL,

CONE, TYPE 36-INCH EACH 450 20 470

A1640 63502-3000 TEMPORARY TRAFFIC CONTROL,

RAISED PAVEMENT MARKER EACH 5,400 300 5,700

A1660 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 220 10 230

A1680 63503-1000 TEMPORARY TRAFFIC CONTROL,

PLASTIC FENCE LNFT 149 11 160

A1700 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 205.50 10.50 216.00

A1720 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 1,200 1,200

A1740 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 170 5 175

A1760 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 2,500 2,500

A1780 63610-3010 CONDUIT, 4-INCH, HDPE,

SCHEDULE 80 LNFT 527 23 550

A1800 65001-1000 CONSTRUCT AND MAINTAIN

DIVERSION LPSM ALL

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-N ov -2

1:

P M

MileStone: 100% Date Completed: In Progress Report Date: 11/30/18 c:

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-a

1_ ba

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AC

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]S he et

4)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number

STATE PROJECT

B.4WALLOWA 4602(1)OR

QUANTITIES

TYPICAL SECTION

TABULATION OF

C.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r a c a .d g n

OR WALLOWA 4602(1)

e c e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

Adjust locations in the field as directed by the CO.[2]

See Sheet G.5, 2" wearing surface on concrete bridge deck.[1]

EARTHWORK SUMMARY

C.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r a c b .d g n

OR WALLOWA 4602(1)

e c e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

NO SCALE

ti mil g ni r a el C

S lo p e s ta k e l im it

[5]

[4]1' [4]1'

SHEET 1 of 2

TYPICAL SECTIONS

10+62.63 to 11+12.03 RT

10+40.45 to 11+12.03 LT

11+74.20 to 16+25.00

10+40.45 to 11+12.03

SAFETY EDGE DETAIL

C.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r a c c .d g n

OR WALLOWA 4602(1)

e c e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

ROUNDING DETAIL

CUT SLOPE

.2

D

C le a r in g l im it

Profile grade

LC

Travel laneTravel lane

5'

S lo p e s ta k e l im it

.2

D

ROUNDING DETAIL

FILL SLOPE

Shldr. Shldr.

[6]

[9]11'

[1] 2% Crown

(between lifts)

Tack coat

[1] 2% Crown [2]

1:3

[2

V a rie s 1 :1 .5 to

:1

[2]

Varies 1:1.5 to 1:3

Turf establishment

4" depth

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

MAINLINE TYPICAL SECTION - RECONSTRUCTION

4" compacted depth (placed in two equal lifts) type IV pavement roughness, size aggregate, 0.3 to < 3 million ESAL, -inch nominal4 3 or 2

1gyratory mix, Asphalt concrete pavement, furnished topsoil, Place conserved or

GUARDRAIL DETAIL

2' tr a v e le d w a y

E d g e o f

[2]

Variable

[9]11'

Detail (typ.)

See Safety Edge method 2, 8" compacted depth

Roadway aggregate, or unclassified borrow

Embankment construction

Varies 3.6'

[8]5' as shown in the Staking Report.

Additinal widening required at intersection with OR-350W,[9] as directed by the CO.

of trees, minimize wetland impact and to remain within easement, Reduce or eliminate slope rounding width to avoid removal [8]

Add curve widening as shown in the Staking Report.[7]

See Fill Slope Rounding Detail.[6]

See Cut Slope Rounding Detail.[5]

See Sheet C.6 for Turnout Section.

Additional widening required for turnout, bridge rail and guardrail.[4] proportionally.

dimension and reduce the front slope rounding distance

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

Construct slopes as shown in the Staking Report. [2] curve data of the plan and profile sheet.

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

Red top

Point available in survey notes

Second lift of asphalt

First lift of asphalt

Pull aggregate base to cover safety edge

Aggregate base course

5'

[8][3]B=5' g r a v e l s h ld r

E d g e o f

Typical Section

See topsoil or furnished conserved

Place

4" depth establishment

Turf

Match existing

~1:4 ~1:4

SHEET 2 of 2

TYPICAL SECTIONS

SAFETY EDGE DETAIL

C.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r a c d .d g n

OR WALLOWA 4602(1)

e c e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

Match existing

E x is ti n g e d g e o f p a v e m e n t

E x is ti n g e d g e o f p a v e m e n t

LC

Full depth reclamation with foamed asphalt, 6" depth

Tack coat

(between lifts)

1'

Top of existing pavement

1'

Red top

Point available in survey notes

Second lift of asphalt

First lift of asphalt

Aggregate base course

Traveled way

Varies

See Safety Edge Detail (typ.)

shoulder finishing

Roadway aggregate, MAINLINE TYPICAL SECTION - REHABILITATION NOTE:

1.

Tack coat

Place shoulder finishing to cover safety edge

TYPICAL SECTION - BRIDGE OVERLAY

11+12.03 to 11+74.20

6" concrete deck, (see Section G)

(see Section G)

Voided bridge slab, 3" compacted depth (placed in two equal lifts) type III pavement roughness, overlay size aggregate, 0.3 to < 3 million ESAL, " nominal4 3" or 2

1gyratory mix, Asphalt concrete pavement, Asphalt concrete pavement, gyratory mix, 12 4 or 3 -inch nominal size aggregate, 0.3 to < 3 million ESAL, type IV pavement roughness, 2" compacted depth asphalt wearing surface

(see Section G)

Waterproofing membrane

Shldr.

"4 11'-5

Traveled way

11'

Traveled way

11'

Shldr.

"4 11'-5

4.00 %

4.00 %

LC

(See Section G)

Bridge railintg (typ.)

See Sheet C.5 for Subexcavation Details.

NO SCALE DETAILS

SUBEXCAVATION

Subexcavation

2%

C.5

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r a c e .d g n

OR WALLOWA 4602(1)

N o v e m b e r

P a r k

P a r k

C h e c k e d b y

D e s ig n e d b y

2:

1 2:1

Limit of subexcavation

Subgrade

TransitionSubexcavation pay limitsTransition

E n d S ta ti o n

B e g in S ta ti o n geotextile, class 1, type C

Separation-stabilization

TYPE 1, 2, AND 2A ELEVATION

(subexcavation backfill)

Select borrow

NOTE:

FOOTNOTE:

ditchline is required.

Construct mirror image of outlet pipe(s) where draining to the[1]

3.

2.

1.

granular backfill.

collector pipe, outlet pipe, rodent screen, geotextile, and

Standard underdrain system includes trench subexcavation, requirements and minimize disturbances.

Skew outlet pipe as directed by the CO to meet pipe slope

Install outlet pipes to drain at a minimum 0.5% slope.

trench limits before excavating outlet trenches.

Conserve 2-inches of existing topsoil layer within outlet

LEGEND:

Existing ground

LC

Bottom of subexcavation

Outlet pipe subexcavation trench

Bottom of pipe (6" dia.)

collector

Perforated

Subgrade

2%

136+50 to 137+50 LT

SUBEXCAVATION AND BACKFILL SECTION

HALF-WIDTH TYPE 2

m in

(subexcavation backfill)

Select borrow

Match existing pavement grade geotextile, class 1, type C

Separation-stabilization this sheet

See Detail A, method 2, 6" compacted depth

Roadway aggregate, geotextile, class 1, type C

Separation-stabilization

Granular backfill

18" 6" Outlet pipe

TRENCH SUBEXCAVATION

DETAIL A

subexcavation

Bottom of collector pipe

6" Perforated

(subexcavation backfill)

Select borrow

2.0%

Subgrade

2.0%

(Top of subexcavation trench)

Bottom of subexcavation

LC

SUBEXCAVATION AND BACKFILL SECTION

HALF-WIDTH TYPE 1

Shoulder subgrade

2%

6" compacted depth

Roadway aggregate method 2, 74+00 to 75+00 RT m in pavement grade

Match existing geotextile, class 1, type C

Separation-stabilization

Existing ground LC Subgrade

2%

(subexcavation backfill)

Select borrow m in subexcavation

Bottom of

SUBEXCAVATION AND BACKFILL SECTION

HALF-WIDTH TYPE 2A

Match existing pavement grade method 2, 6" compacted depth

Roadway aggregate, 66+50 to 67+50 LT

COLLECTOR AND OUTLET PIPE PLAN

C o ll e c to r p ip e

PLAN VIEW

SUBEXCAVATION AREA

S u b e x c a v a ti o n l im it

S u b e x c a v a ti o n l im it or

P r o fi le g r a d e

Subexcavation trench

(Mirror image for ditch RT)

(see Notes 1 and 2)

[1]Outlet pipe

2.0% (min.) slope

D it h li e

Bottom of subexcavation

Shoulder subgrade

LC

Shoulder subgrade

SUBEXCAVATION AND BACKFILL SECTION

TYPE 1

m in

49+00 to 51+00

45+75 to 47+75

29+50 to 30+50

110+50 to 112+00

109+00 to 109+50

105+50 to 107+50

12" pavement grade

Match existing

Subgrade method 2, 6" compacted depth

Roadway aggregate

(subexcavation backfill)

Select borrow geotextile, class 1, type C

Separation-stabilization

2"

WITH RODENT SCREEN

OUTLET PIPE END DETAIL

Outlet pipe

Hose clamp

Wire mesh

"4 1" x 4

2.0%

TURNOUT SECTION

C.6

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a c f.

d g n

OR WALLOWA 4602(1)

e c e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

See Typical Section, Sheet C.3

11'

Turnout

Varies turnout grade

Match existing

Varies

TURNOUT SECTION

12+55.11 to 13+81.99

Roadway aggregate, method 2

[1]Super

FOOTNOTE:

data on the Plan and Profile sheet.

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

SHEET 1 of 2

DETAILS

SHOULDER STABILIZATION

REINFORCED

C.7

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a c g .d g n

OR WALLOWA 4602(1)

e c e m b e r

P a r k

G a r ic h

C h e c k e d b y

D e s ig n e d b y

Conserve transition ramp material ramp material

Conserve transition

12" Bottom course

Extend lap to back of excavation

Hardware cloth

Conserved backfill

4' Lap (min.)

Finished slope

Excavation line

Existing pavement grade

SECTION A-A

Geogrid, stabilization

NOTE:

See Section B-B

SECTION B-B

S T

A B I L I Z

A T

O N P

A Y L I

M I T S

R E I N

F O

R C

E D S

H O

U L

D E

R

REINFORCED SHOULDER STABILIZATION AREA

areas are suitable as conserved backfill.

Materials excavated from reinforced shoulder stabilization1.

A A

LC LC

B

B

Varies 6.5' - 12.5'

Varies 7.7' - 13.7'

Varies 5.5' - 11.5'

S H

O U

L D

E R

B E

G I N R

E I N

F O

R C

E M

E N

T

S T

A B I L I Z

A T I O

N

S T

A B I L I Z

A T I O

N

S H

O U

L D

E R

E N

D R

E I N

F O

R C

E M

E N

T

Reinforced shoulder stabilization pay limits m in m in

Shoulder subgrade

Geogrid, (reinforcement, type 2)

Excavation limits Excavation limits

Transition ramp Transition ramp stabilization area

Reinforced shoulder Transition ramp

Transition ramp of pavement

Existing edge of pavement

Existing edge existing pavement

Top of

[2]

Varies

C to C spacing (max.)

Support struts 24"

Match existing slope

Welded wire form, see Sheet C.8

4 x 4 - W4.0 x W4.0

(min.)

1'-6" o f p a v e m e n t

E x is ti n g e d g e

Match existing pavement grade

1'-0" m in .)Roadway aggregate, method 2, 6" depth

20" Top course

Sawcut o r

[3]7' or 13'

Select granular backfill, both courses

See Sheet C.1 for Shoulder Stabilization Quantities.[3]

Construct finished slope no steeper than 1:1.25.[2] backfill.

Cover geogrid reinforcement with 4-inch depth select granular[1]

Reinforced Shoulder Stabilization Detail on Sheet C.7.

Hardware cloth not shown. Install hardware cloth according to[10]

Shoulder Stabilization Detail on Sheet C.7.

Geogrid lap is not shown for clarity. Lap according to Reinforced[9]

Except at curve sections where overlapping is allowed.[8] bend longitudinal wire 90 degrees.

Connect welded wire form facing to form return. Alternative, [7] of 720.01(k).

Provide welded wired forms that meet the requirements [6]

Provide support struts that meet the requirements of 720.01(l).[5]

See Sheet C.7 for dimensions.[4] permanent fasteners that meet the requirements of 720.01(m).

or the manufacturers recommended method). Provide with permanent fasteners (hog rings, wire ties, spiral binders, Connect adjacent welded wire reinforcement facing elements [3] support strut length.

The Contractor is responsible for determining the appropriate[2] requirements.

Field cut transverse wires to meet welded wire form layout [1]

SHEET 2 OF 2

DETAILS

SHOULDER STABILIZATION

REINFORCED

C.8

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a c h .d g n

OR WALLOWA 4602(1)

e c e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

WELDED WIRE FORM

Longitudinal wires

Reinforcement length

Top of form

96"

30"

4 x 4 - W4.0 x W4.0 direction

Machine (roll)

P a r a ll e l to s lo p e f a c e

Bottom course

REINFORCEMENT LAYOUT

SHOULDER STABILIZATION

3' min.

AND FORM RETURN DETAIL

SHOULDER STABILIZATION FORM COURSE

[8]Butt geogrid, no overlap

[1]Transverse wires

[5] [2]spaced 24" C. to C. (max.)

No. 4 wire support struts

[6]

[9]Geogrid, reinforcement

[10](see detail this sheet)

Welded wire form

[3]welded wire forms

Connect adjacent

[7] [3]facing to form return

Connect form form return

Welded wire

Geogrid, reinforcement, type 2

[4]

Geogrid, reinforcement, type 2 length (L)

PLAN

TABULATION OF

D.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r a fa .d g n

OR WALLOWA 4602(1)

e c e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

quantity.

Topsoil to be conserved is also included in roadway excavation [1]

95419

42154215

5 4260

,1

.6

,2

.4

+4.06 80%

80' VC

K = 54

,2

.1

+5.5

+1.9723%

120' VC

K = 34

SSD = 362'

El=4215.572

E=9082658.557

N=628513.294

See Sheet E.5 for dimensions type 2, concrete, 12" depth

Construct curb and gutter, 16+00 to 16+27, LT

POT 1

0+

.45

PC 11+97.49

P C

C

.5

P T

.6

N

D

CONNECTION DETAIL

+1.9723%

Min. low chord elev. = 4193.0

Bridge

CONNECTION DETAIL

CUYD

EXC.

CUYD

EMB.

17+5015+0012+5010+00 p a v e m e n t

M a tc h p r o p o s d

BRIDGE CONNECTION DETAIL

11+12.03 or 11+74.20 xx xx

Curve= C400

D

R= 150.00'

T= 58.81'

Curve= C401

D

R= 300.00'

T= 69.23' e= 0.040

L= 136.08' e= 0.040

L= 112.09'

10+40.45 to 16+25

PLAN AND PROFILE

D.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r a fb .d g n

OR WALLOWA 4602(1)

e c e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

See Sheet D.1 for Stationing[1]

See detail, Sheet N.1 obliteration, method 2.

Perform roadway

NOTE:

10+40.45

OR WALLOWA 4602(1)

Profile grade

El.= 4193.681

E=9082640.640

N=629024.185

Existing ground

.4

See Typical Section

Construct turnout

Proposed edge of pavement

Existing edge of pavement

Construct right-turn lane (See Section E)

11+12.03 to 11+74.20

(See Section G)

Proposed bridge

RECONSTRUCTION

END

REHABILITATION

BEGIN

16+25.00 p ip e c u lv e r t

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

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

R e m o v e e x is ti n g p a v e m e n t

M a tc h e x is ti g

580 273

Creek

Existing edge of pavement pavement

Existing

See Typical SectionSee Typical Section

.0

Sheet C.3

Reconstruction

Sheet C.4

Rehabilitation

LEGEND:

Shoulder stabilization

Subexcavation

16+25.0010+40.45

Proposed edge of shoulder

Match proposed right turn lane

Line to be constructed

Slope stake limits

Existing edge of shoulder

Existing edge of shoulder

See Typical Section

.2

.0 o

Driveway approach symbol

Type Mainline station stake limits

Slope ditch, method A, class 1

Construct riprap

13+10 to 14+55, RT

Roadway obliteration at end of curb)

(slope protection method A, class 2

Place riprap, Riprap

Tack coat

Tack coat

S e e H

S h e e ts f o r d e ta il s a n d p r o te c ti v e a p r o n a t o u tl e t.

w it h r ip r a p h e a d w a ll s

I n s ta ll p ip e c u lv e r t a t o u tl t.

S e H

S h e e ts f o r d e ta il s h e a d w a ll s a n d p r o te c ti v e a p r o n

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

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

Sheet C.3

Reconstruction

Sheet C.3

Reconstruction

Proposed bridge deck

2.

1.

See Sheets I.1-3 for details

See Sheets I.1-3 for details details

See Sheet H.9 for

Little Sheep

BEGIN RECONSTRUCTION

BEGIN PROJECT

obliteration, method 1

Perform roadway

[1]structure transition railing, LT

Install guardrail, terminal and

[1]structure transition railing, RT

Install guardrail, terminal and construction easement boundary description and locations.

OR WALLOWA 4602(1) Right-of-way Plans for permanent and

Refer to Wallowa Mountain Loop Road Reconstruction for shrink / swell, and do not include topsoil.

Excavation and embankment volumes have not been adjusted

Remove existing fence (typ.)

[1]Install fence, (typ.)

[1]Install fence, (typ.)

Remove existing fence (typ.)

16003CP

CP

16002

.4

P T

.2

P C

.1

P T

.1

P C

.2

P T

.8

P C

.6

P T

.3

P C

.9

P T

.3

16+00 to 45+00

PLAN AND PLAN

N N

D

R= 1,350.00'

T= 160.28'

D

R= 600.00'

T= 9.31'

Curve= C203

Curve= C204

D

R= 1,200.00'

T= 27.37'

Curve= C205

D

R= 6,000.00'

T= 57.21'

Curve= C206

LEGEND:

Curve= C202 D

R= 6,000.00' T= 138.96'

Curve= C203

D

R= 1,350.00'

T= 160.28' e= Match exist.

L= 277.87' e=- Match exist.

L= 319.07' e= Match exist.

L= 319.07' e= Match exist.

L= 18.62' e= Match exist.

L= 54.73' e= Match exist.

L= 114.42'

D.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r a fc .d g n

OR WALLOWA 4602(1)

e c e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

CP

16005

CP

16004

CP

16006

CP

16007 16008

CP

RECONSTRUCTION

END

REHABILITATION

BEGIN

16+25.00

Line to be constructed

Line to be constructed

Existing edge of shoulder

Existing edge of pavement

Existing edge of pavement

Existing edge of shoulder

Existing edge of shoulder

Existing edge of shoulder

Existing edge of pavement

Existing edge of pavement

C

Shoulder stabilization

Subexcavation

Roadway obliteration

Riprap

Clean culvert in place

25+07

Clean culvert in place

31+29

P C

.6

P T

.7

P C

.9

P T

.6

P

C

.0

P T

.0

P C

.9

P T

.8

P C

.6

P T

.3

P C

.1

P T

.3

45+00 to 75+00

PLAN AND PLAN

N

D

R= 1,500.00'

T= 66.60'

Curve= C207

D

R= 3,000.00'

T= 44.89'

Curve= C208

D

R= 2,700.00' T= 176.74'

Curve= C209

D

R= 1,200.00'

T= 69.51'

Curve= C210

D

R= 6,000.00'

T= 135.38'

Curve= C211

D

R= 900.00'

T= 62.67'

D

R= 900.00'

T= 62.67'

L= 125.13'

Curve= C212

LEGEND:

e= Match exist.

L= 133.10' e= Match exist.

L= 352.98' e= Match exist.

L= 138.87' e= Match exist.

L= 270.71' e= Match exist.

L= 125.13' e= Match exist.

L= 89.77'

D.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r a fd .d g n

OR WALLOWA 4602(1)

e c e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

CP

16009

CP

16010

CP

16011

CP

16012

CP

16013

CP

16014

CP

16015

N

Line to be constructed

Line to be constructed

Existing edge of pavement

Existing edge of pavement

Existing edge of shoulder

Existing edge of shoulder

Proposed edge of shoulder

Existing edge of pavement

Existing edge of pavement

Existing edge of shoulder

Proposed edge of gravel shoulder

A

A 74+

B

A

Shoulder stabilization

Subexcavation

Roadway obliteration

Riprap

Clean culvert in place

47+71

Clean culvert in place

59+32

66+76

POT 50

2+00.0

POT 51

0+00.0

P T

.6

P C

.9

P T

.7

P C

.4

P T

.8

P C

.0

P T

.7

P C

.6

P T

.3

P C

.4

P T

.6

P C

.2

75+00 to 105+00

PLAN AND PLAN

N

N

D

R= 900.00'

T= 121.09'

Curve= C213

D

R= 900.00'

T= 13.85'

Curve= C214

T= 93.63'

D

R= 6,000.00'

Curve= C215

D

R= 9,000.00'

T= 132.21'

Curve= C216

D

R= 9,000.00'

T= 132.21'

Curve= C216

T= 157.03'

D

R= 3,000.00'

Curve= C217 D

R= 2,700.00' T= 167.94'

Curve= C218

LEGEND:

e= Match exist.

L= 240.74' e= Match exist.

L= 187.25' e= Match exist.

L= 313.77' e= Match exist.

L= 335.46' e= Match exist.

L= 27.69' e= Match exist.

L= 264.40' e= Match exist.

L= 264.40'

D.5

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r a fe .d g n

OR WALLOWA 4602(1)

e c e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

16019

16018

16017

CP

16015

CP

16016

CP

CP

CP

CP

16020

Line to be constructed

Line to be constructed

Existing edge of shoulder

Existing edge of pavement

Existing edge of shoulder

Existing edge of pavement

Existing edge of pavement edge of pavement

Existing

Shoulder stabilization

Subexcavation

Roadway obliteration

Riprap

Clean culvert in place

75+92

Clean culvert in place

92+11

104+35

16021

P C

.9

P T

.6

P C

.7

P T

.7

P C

.3

P T

.0

P C

.6

P T

.6

P C

.0

P T

.8

P C

.6

P T

.1

P C

.3

P T

.6

P C

.2

0 P

T

.4

P C

.7

105+00 to 135+00

PLAN AND PLAN

N

N D

R= 1,200.00'

T= 160.81'

Curve= C219

D

R= 1,200.00'

T= 43.00'

Curve= C220

D

R= 1,200.00'

T= 29.36'

Curve= C221

D

R= 1,200.00' T= 43.92'

Curve= C223

D

R= 1,200.00'

T= 76.08'

Curve= C222

D

R= 900.00'

T= 21.79'

Curve= C225

D

R= 600.00'

T= 30.20'

Curve= C226

R= 1,200.00'

T= 100.83'

D

Curve= C227

D

R= 1,500.00'

T= 180.23'

Curve= C228

LEGEND:

e= Match exist.

L= 319.71' e= Match exist.

L= 85.95' e= Match exist.

L= 151.95' e= Match exist.

L= 87.79' e= Match exist.

L= 58.70' e= Match exist.

L= 43.57' e= Match exist.

L= 60.35' e= Match exist.

L= 201.18' e= Match exist.

L= 358.74'

D.6

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r a ff .d g n

OR WALLOWA 4602(1)

N o v e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

16024

CP

CP

CP

16023

16025

CP

16026

CP

16022

Line to be constructed

Line to be constructed

Existing edge of pavement

Existing edge of pavement

Existing edge of pavement

Existing edge of pavement

Existing edge of shoulder

Existing edge of shoulder

A C

A

C

C

Shoulder stabilization

Subexcavation

Roadway obliteration

Riprap

Clean culvert in place

110+99

Clean culvert in place 118+72

Clean culvert in place

123+00

Clean culvert in place

125+07

P T

.4

P C

.2

P T

.2

P C

.9

P T

.7

P C

.7

P T

.7

P C

.5

P T

.5

P C

.5

P T

.3

P C

.3

P T

.0

P C

.7

P T

.0

P C

.3

P T

.5

P C

.7

P T

.4

135+00 to 165+00

PLAN AND PLAN

N

D

R= 1,500.00'

T= 180.23'

Curve= C228 D

R= 1,800.00'

T= 108.61'

Curve= C229

D

R= 600.00'

T= 72.32'

Curve= C231

D

R= 3,000.00'

T= 103.59'

Curve= C232

D

R= 600.00'

T= 17.90'

Curve= C233

D

R= 1,200.00'

T= 87.97'

Curve= C234

D

R= 1,200.00'

T= 29.13'

Curve= C235

D

R= 1,200.00'

T= 51.17'

Curve= C236

D

R= 1,200.00'

T= 92.56'

Curve= C237

LEGEND:

e= Match exist.

L= 358.74' e= Match exist.

L= 216.95' e= Match exist.

L= 143.94' e= Match exist.

L= 207.09' e= Match exist.

L= 175.63' e= Match exist.

L= 58.25' e= Match exist.

L= 102.27' e= Match exist.

L= 184.74 e= Match exist.

L= 35.79'

D.7

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r a fg .d g n

OR WALLOWA 4602(1)

N o v e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

16028

16031

16033

16029

16030

16031

16027

CP

CP

CP

CP

CP

N

Line to be constructed

Existing edge of pavement

Existing edge of pavement

Existing edge of pavement

Existing edge of pavement

Existing edge of shoulder

Existing edge of shoulder

Line to be constructed

A

C

Shoulder stabilization

Subexcavation

Roadway obliteration

Riprap

Standard underdrain system

See Section C for

Clean culvert in place

134+95

Clean culvert in place

150+29

154+91

P C

.1

P T

.9

5 P

C

.7

P T

.7

P

C

.0

P T

.8

P C

.0

P T

.0

P C

.2

P T

.8

P C

.7

P T

.6

P C

.1

P T

.0

165+00 to 195+00

PLAN AND PLAN

N

D

R= 1,200.00'

T= 34.04'

D

R= 1,200.00'

T= 22.84'

Curve= C238

Curve= C239

D

R= 1,500.00'

T= 93.06'

Curve= C240

D

R= 650.00'

T= 117.70'

Curve= C241

D

R= 600.00'

T= 122.04'

Curve= C242

D

R= 900.00'

T= 78.66'

Curve= C243

D

R= 1,650.00'

T= 343.20'

Curve= C244LEGEND:

e= Match exist.

L= 68.05' e= Match exist.

L= 45.67' e= Match exist.

L= 185.88' e= Match exist.

L= 232.87' e= Match exist.

L= 240.79' e= Match exist.

L= 156.92' e= Match exist.

L= 676.75'

D.8

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r a fh .d g n

OR WALLOWA 4602(1)

N o v e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

CP

CP

CP

16033

16036

16037

CP

16038

CP

CP

16034

16035

N

Line to be constructed

Line to be constructed

Existing edge of pavement

Existing edge of pavement

Existing edge of pavement

Existing edge of pavement

Existing edge of shoulder

Existing edge of shoulder

Existing edge of shoulder

B

Shoulder stabilization

Subexcavation

Roadway obliteration

Riprap

Do Not Disturb

"We Love You Rachel"

Memorial cross

172+37, 26' LT

Clean culvert in place

175+10

Clean culvert in place

179+76

192+42

16043

P T

.6

P C

.0

P T

.1

P C

.9

P T

.5

P C

.0

P T

.3

P C

.8

P T

.9

P C

.7

P T

.8

P C

.0

P T

.0

P C

.9

P T

.4

P C

.2

P T

.0

P C

.1

P T

.3

P C

.0

P T

.6

195+00 to 225+00

PLAN AND PLAN

N N

D

R= 1,500.00'

T= 101.13'

Curve= C245

D

R= 1,800.00'

T= 16.23'

Curve= C246

D

R= 300.00'

T= 71.74'

Curve= C247

D

R= 450.00'

T= 125.19'

Curve= C248

D

R= 1,200.00'

T= 138.91'

Curve= C249

D

R= 900.00'

T= 99.46'

Curve= C250

D

R= 900.00'

T= 58.85'

Curve= C251

D

R= 600.00'

T= 40.19'

Curve= C252

D

R= 1,200.00'

T= 95.24'

Curve= C253

D

R= 1,200.00'

T= 106.79'

Curve= C254

LEGEND:

e= Match exist.

L= 201.96' e= Match exist.

L= 32.47' e= Match exist.

L= 140.83' e= Match exist.

L= 244.20' e= Match exist.

L= 276.60' e= Match exist.

L= 198.12' e= Match exist.

L= 117.54' e= Match exist.

L= 80.26' e= Match exist.

L= 190.09' e= Match exist.

L= 213.01'

D.9

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r a fi .d g n

OR WALLOWA 4602(1)

N o v e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

CP

16044

CP

16045

CP

16039

CP

16040

CP

16041

16042

CP

Line to be constructed

Line to be constructed

Existing edge of shoulder

Existing edge of shoulder

Existing edge of pavement

Existing edge of pavement

Existing edge of pavement

Existing edge of pavement

C

B 1

Shoulder stabilization

Subexcavation

Roadway obliteration

Riprap

199+56

Clean culvert in place

208+19

Clean culvert in place

213+58

16050

16051

CP

P T

.7

P C

.3

P T

.2

P C

.2

5 P

T

.3

P C

.0

P T

.5

P C

.6

0 P

T

.9

P C

.1

P T

.8

P C

.9

P T

.3

P C

.6

P T

.4

P C

.6

P T

.4

P C

.5

P T

.5

P C

.9

225+00 to 255+00

PLAN AND PLAN

N

N

D

R= 1,200.00'

T= 106.79'

Curve= C254

D

R= 6,000.00' T= 33.49'

Curve= C255

D

R= 1,200.00'

T= 49.11'

Curve= C256

D

R= 1,200.00'

T= 24.74'

Curve= C257

D

R= 900.00'

T= 84.42'

Curve= C258

D

R= 900.00'

T= 25.38'

Curve= C259

D

R= 1,200.00'

T= 62.75'

Curve= C260

D

R= 450.00'

T= 70.97'

Curve= C261

D

R= 600.00'

T= 32.91'

D

R= 600.00'

T= 23.02'

Curve= C262

Curve= C263

LEGEND:

e= Match exist.

L= 213.01' e= Match exist.

L= 66.98' e= Match exist.

L= 98.17' e= Match exist.

L= 168.35' e= Match exist.

L= 49.48' e= Match exist.

L= 50.74' e= Match exist.

L= 125.38' e= Match exist.

L= 140.79' e= Match exist.

L= 65.76' e= Match exist.

L= 46.03'

D.10

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r a fj .d g n

OR WALLOWA 4602(1)

e c e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

16046

CP

16047

CP

16048

CP

16049

CP

Line to be constructed

Line to be constructed

C

Shoulder stabilization

Subexcavation

Roadway obliteration

Riprap

Clean culvert in place

225+74

Clean culverts in place

236+69

247+47

.9

P T

.5

P C

.0

P T

.7

P C

.0

P T

.6

P C

.6

5 P

T

.3

P C

.1

P C

.1

P T

.7

255+00 to 272+68.69

PLAN AND PLAN

N

N

D

R= 1,200.00'

T= 12.31'

Curve= C266

D

R= 900.00'

T= 71.01'

Curve= C265

D

R= 450.00'

T= 109.36'

Curve= C264 e= 0.040

L= 214.56'

D

R= 1,200.00'

T= 54.35'

Curve= C267

D

R= 900.00'

T= 125.63'

Curve= C268

CONNECTION DETAIL

LEGEND:

e= Match exist.

L= 141.72' e= Match exist.

L= 24.62' e= Match exist.

L= 108.62' e= Match exist.

L= 249.64'

D.11

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o r a fk .d g n

OR WALLOWA 4602(1)

N o v e m b e r

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b y

16055

CP

16054

CP16053

CP

16052

CP

Line to be constructed

Existing edge of shoulder

Existing edge of shoulder

Existing edge of pavement

Existing edge of pavement

Existing edge of shoulder

Existing edge of shoulder

Existing edge of pavement

Existing edge of pavement

END PROJECT

END REHABILITATION

272+68.69

OR WALLOWA 4602(1)

El=4845.75

E=3079789.963

N=603530.295

Line to be constructed p a v e m e n t

M a tc h e x is ti g

Saw cut vertically and tack

.6

9Sheet C.3

Rehabilitation, A

265+

Shoulder stabilization

Subexcavation

Roadway obliteration

Riprap

See Typical Section 10'

Clean culvert in place

260+65

Clean culverts in place

265+45 to 265+86

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

16001 629326.226 9083018.594 4180.340 N45°20'29.80303" W117°04'22.15377" 4129.37 0.999702182 5/8" IR w/fhwa Alum Cap 1.

16002 628979.787 9082511.624 4200.870 N45°20'26.59756" W117°04'29.45129" 4149.9 0.999701156 5/8" IR w/fhwa Alum Cap

16003 628665.367 9082717.244 4211.700 N45°20'23.40968" W117°04'26.76157" 4160.73 0.999700593 5/8" IR w/fhwa Alum Cap

16004 628260.175 9082505.410 4220.350 N45°20'19.50103" W117°04'29.96522" 4169.38 0.999700125 5/8" IR w/fhwa Alum Cap

16005 627712.524 9082178.563 4227.430 N45°20'14.23508" W117°04'34.86205" 4176.46 0.999699712 5/8" IR w/fhwa Alum Cap

16006 627183.047 9081924.954 4238.520 N45°20'09.11773" W117°04'38.72343" 4187.55 0.999699111 5/8" IR w/fhwa Alum Cap

16007 626673.650 9081775.384 4257.640 N45°20'04.15495" W117°04'41.11751" 4206.67 0.999698129 5/8" IR w/fhwa Alum Cap

16008 626154.996 9081617.751 4269.690 N45°19'59.10419" W117°04'43.62973" 4218.72 0.999697484 5/8" IR w/fhwa Alum Cap

16009 625618.542 9081449.106 4279.380 N45°19'53.88243" W117°04'46.30639" 4228.41 0.99969695 5/8" IR w/fhwa Alum Cap

16010 625116.587 9081365.224 4287.400 N45°19'48.96556" W117°04'47.77698" 4236.44 0.9996965 5/8" IR w/fhwa Alum Cap

16011 624604.794 9081238.634 4300.060 N45°19'43.96948" W117°04'49.85063" 4249.1 0.999695828 5/8" IR w/fhwa Alum Cap

16012 624191.516 9081194.432 4312.030 N45°19'39.91085" W117°04'50.71360" 4261.08 0.999695202 5/8" IR w/fhwa Alum Cap

16013 623822.925 9081185.257 4323.630 N45°19'36.27843" W117°04'51.06021" 4272.68 0.9996946 5/8" IR w/fhwa Alum Cap

16014 623382.727 9081195.941 4337.600 N45°19'31.93129" W117°04'51.17148" 4286.66 0.999693876 5/8" IR w/fhwa Alum Cap

16015 622921.022 9081227.078 4351.350 N45°19'27.36343" W117°04'51.00946" 4300.42 0.99969316 5/8" IR w/fhwa Alum Cap

16016 622522.265 9081301.165 4359.700 N45°19'23.39863" W117°04'50.20954" 4308.78 0.999692709 5/8" IR w/fhwa Alum Cap

16017 622021.981 9081242.489 4374.100 N45°19'18.48769" W117°04'51.32634" 4323.19 0.999691958 5/8" IR w/fhwa Alum Cap

16018 621517.702 9081231.210 4387.940 N45°19'13.51755" W117°04'51.78267" 4337.04 0.999691234 5/8" IR w/fhwa Alum Cap

16019 620950.628 9081169.705 4403.300 N45°19'07.94888" W117°04'52.97849" 4352.41 0.99969043 5/8" IR w/fhwa Alum Cap

16020 620420.724 9081103.526 4414.090 N45°19'02.74886" W117°04'54.21759" 4363.2 0.99968985 5/8" IR w/fhwa Alum Cap

16021 619940.082 9080943.123 4418.280 N45°18'58.07417" W117°04'56.74497" 4367.4 0.999689591 5/8" IR w/fhwa Alum Cap

16022 619389.529 9080889.121 4424.930 N45°18'52.66534" W117°04'57.82588" 4374.06 0.999689207 5/8" IR w/fhwa Alum Cap

16023 618921.033 9080905.872 4438.680 N45°18'48.03648" W117°04'57.86890" 4387.82 0.999688494 5/8" IR w/fhwa Alum Cap

16024 618425.964 9080992.073 4446.330 N45°18'43.11648" W117°04'56.95662" 4395.48 0.999688069 5/8" IR w/fhwa Alum Cap

16025 617921.723 9081008.001 4459.280 N45°18'38.13533" W117°04'57.03232" 4408.45 0.999687391 5/8" IR w/fhwa Alum Cap

16026 617400.942 9081041.018 4473.890 N45°18'32.98387" W117°04'56.87889" 4423.07 0.999686632 5/8" IR w/fhwa Alum Cap

16027 616882.839 9081145.645 4489.060 N45°18'27.82892" W117°04'55.72272" 4438.25 0.999685847 5/8" IR w/fhwa Alum Cap

16028 616354.187 9081125.942 4501.140 N45°18'22.62182" W117°04'56.31102" 4450.35 0.99968521 5/8" IR w/fhwa Alum Cap

16029 615828.020 9081017.713 4514.930 N45°18'17.47620" W117°04'58.13541" 4464.15 0.999684492 5/8" IR w/fhwa Alum Cap

16030 615309.593 9080996.022 4532.800 N45°18'12.37080" W117°04'58.74537" 4482.03 0.999683581 5/8" IR w/fhwa Alum Cap

16031 614807.410 9080995.570 4550.620 N45°18'07.41678" W117°04'59.04878" 4499.86 0.999682675 5/8" IR w/fhwa Alum Cap

16032 614300.564 9080929.331 4564.860 N45°18'02.44422" W117°05'00.27456" 4514.11 0.99968194 5/8" IR w/fhwa Alum Cap

16033 613803.738 9080905.086 4573.250 N45°17'57.55298" W117°05'00.90734" 4522.51 0.999681485 5/8" IR w/fhwa Alum Cap

16034 613310.311 9080921.018 4581.800 N45°17'52.67850" W117°05'00.97648" 4531.08 0.999681023 5/8" IR w/fhwa Alum Cap

16035 612790.558 9080856.794 4590.300 N45°17'47.57776" W117°05'02.18159" 4539.59 0.999680562 5/8" IR w/fhwa Alum Cap

16036 612353.475 9080621.919 4602.050 N45°17'43.36380" W117°05'05.72305" 4551.35 0.999679956 5/8" IR w/fhwa Alum Cap

16037 611859.290 9080583.000 4612.250 N45°17'38.50472" W117°05'06.55919" 4561.56 0.999679417 5/8" IR w/fhwa Alum Cap

16038 611361.634 9080562.905 4623.460 N45°17'33.60354" W117°05'07.13423" 4572.79 0.99967883 5/8" IR w/fhwa Alum Cap

16039 610892.661 9080393.382 4636.080 N45°17'29.04766" W117°05'09.78080" 4585.42 0.99967818 5/8" IR w/fhwa Alum Cap

16040 610399.184 9080307.496 4657.080 N45°17'24.21515" W117°05'11.27278" 4606.44 0.999677129 5/8" IR w/fhwa Alum Cap

PROJECT : Wallowa Mountain Loop Road

DATE OF FIELD WORK : 8/2016-10-2016

PROJECT UNITS : Coordinates International foot, elevation US Survey Feet COORDINATE SYSTEM : Oregon North SPCS NAD83 (2011)

EPOCH DATE :2010.0000

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.

c:

\m yf ile s\ pw

_p ro du ct io n\ d0

O

R W

A

LL

O W

A

2(

1) _c on tr ol sh ee t.

xl sx

]S he et

-N ov

-2

:1

D J&

A

D

J& A

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.12

SHEET

NUMBER

WALLOWA 4602(1)OR

SURVEY CONTROL

Sheet 1 of 2

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

16041 610001.080 9080066.427 4669.020 N45°17'20.38822" W117°05'14.87720" 4618.38 0.99967652 5/8" IR w/fhwa Alum Cap 1.

16042 609603.009 9079985.025 4679.330 N45°17'16.49503" W117°05'16.24999" 4628.7 0.999675989 5/8" IR w/fhwa Alum Cap

16043 609250.242 9079874.547 4687.730 N45°17'13.06090" W117°05'18.00232" 4637.11 0.999675553 5/8" IR w/fhwa Alum Cap

16044 608775.979 9079784.137 4700.590 N45°17'08.41979" W117°05'19.54588" 4649.98 0.999674893 5/8" IR w/fhwa Alum Cap

16045 608274.634 9079674.020 4717.640 N45°17'03.51971" W117°05'21.38076" 4667.05 0.999674032 5/8" IR w/fhwa Alum Cap

16046 607803.203 9079564.950 4731.610 N45°16'58.91430" W117°05'23.18326" 4681.03 0.99967332 5/8" IR w/fhwa Alum Cap

16047 607292.366 9079506.656 4744.610 N45°16'53.89896" W117°05'24.29938" 4694.04 0.999672652 5/8" IR w/fhwa Alum Cap

16048 606761.523 9079428.385 4759.110 N45°16'48.69458" W117°05'25.70641" 4708.55 0.999671911 5/8" IR w/fhwa Alum Cap

16049 606231.169 9079500.151 4777.840 N45°16'43.43251" W117°05'25.01652" 4727.3 0.999670968 5/8" IR w/fhwa Alum Cap

16050 605808.600 9079468.950 4790.680 N45°16'39.27669" W117°05'25.70185" 4740.15 0.999670317 5/8" IR w/fhwa Alum Cap

16051 605563.462 9079410.622 4795.320 N45°16'36.88259" W117°05'26.66152" 4744.79 0.999670073 5/8" IR w/fhwa Alum Cap

16052 605144.255 9079347.929 4801.520 N45°16'32.77304" W117°05'27.78484" 4751 0.99966974 5/8" IR w/fhwa Alum Cap

16053 604657.029 9079510.297 4806.690 N45°16'27.89871" W117°05'25.80358" 4756.18 0.999669449 5/8" IR w/fhwa Alum Cap

16054 604138.162 9079622.346 4820.110 N45°16'22.73318" W117°05'24.54414" 4769.62 0.999668763 5/8" IR w/fhwa Alum Cap

16055 603681.324 9079790.601 4838.600 N45°16'18.15617" W117°05'22.46286" 4788.12 0.99966784 5/8" IR w/fhwa Alum Cap

16056 603308.449 9079821.093 4852.690 N45°16'14.46488" W117°05'22.25689" 4802.22 0.999667136 5/8" IR w/fhwa Alum Cap

16057 602764.769 9079899.767 4869.990 N45°16'09.06845" W117°05'21.47855" 4819.53 0.999666265 5/8" IR w/fhwa Alum Cap

PROJECT : Wallowa Mountain Loop Road

DATE OF FIELD WORK : 8/2016-10-2016

PROJECT UNITS : Coordinates International foot, elevation US Survey Feet COORDINATE SYSTEM : Oregon North SPCS NAD83 (2011)

EPOCH DATE :2010.0000

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.

c:

\m yf ile s\ pw

_p ro du ct io n\ d0

O

R W

A

LL

O W

A

2(

1) _c on tr ol sh ee t.

xl sx

]S he et

2)

-N ov

-2

:1

D J&

A

D

J& A

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.13

SHEET

NUMBER

WALLOWA 4602(1)OR

SURVEY CONTROL

Sheet 2 of 2

APPROACH ROAD

TABULATION OF

FOOTNOTE:

Quantity.

Topsoil to be conserved is also included in Roadway Excavation[1]

E.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d o r a g a .d g n

OR WALLOWA 4602(1)

A u g u s t

V in c e

P a r k

C h e c k e d b y

D e s ig n e d b

130+36, RT

124+57, RT

116+17, RT

111+46, RT

74+42, RT

64+55, RT

56+34, RT

37+12, RT

265+68, RT

246+66, RT

199+22, LT

197+17, RT

179+31, RT

161+21, RT

138+52, RT

602+18.72 to 603+71.13

TYPICAL SECTION

TYPICAL SECTION

NO SCALE

FOOTNOTE:

[1] Width varies from 0-feet to 12-feet, from 602+18.72 to

602+60.72.

TYPICAL SECTIONS

APPROACH ROAD

E.2

STATE…