Plans_07_29_2016.pdf

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WA PRA NOCA 10(6), Stehekin Valley Road, Phase II
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A.2

INDEX TO SHEETS

INDEX TO SHEETS

A. GENERAL INFORMATION

A.1 TITLE SHEET

A.2 INDEX TO SHEETS

A.3 PLAN SYMBOLS AND ABBREVIATIONS

A.4 VICINITY MAP

B. SUMMARIES

B.1-2 SUMMARY OF QUANTITIES

C. TYPICAL SECTION

C.1-3 TABULATION OF TYPICAL SECTION QUANTITIES

C.4-6 TYPICAL SECTIONS

D.27 ROCK EMBANKMENT DETAIL

D. PLAN-PROFILE

D.4-25 PLAN-PLAN AND PLAN-PROFILE SHEETS

D.26 CONTROL POINT DATA

E. APPROACH ROADS AND ROADWAY DETAILS

E.1 TABULATION OF APPROACH ROAD QUANTITIES

E.2 TYPICAL SECTIONS APPROACH ROADS

APPROACH ROAD PLAN AND PROFILES

E.4 STEHEKIN LANDING PAVEMENT PLAN

E.5 FIELDS POINT LANDING PAVEMENT PLAN

E.6 TURNOUT AND APRON DETAILS

E.7 TURNAROUND DETAIL

F.1

F.2-16

F.19-20 SEDIMENT WATTLE DETAILS

F.21

G.1 COMPANY CREEK PIT WFLHD SOURCE 45-04-0017

G.2

H. DRAINAGE

H.1 TABULATION OF DRAINAGE QUANTITIES

H.2-7 DRAINAGE PLAN AND PROFILES

DRAINAGE STANDARD DRAWINGS AND DETAILS

H.14 PLACED RIPRAP AT CULVERT INLET

H.15 RIPRAP HEADWALL DETAILS

H.16 OUTFALL CHANNEL AND ENERGY DISSIPATOR DETAILS

H.17 BOX CULVERT DETAILS

H.18 BOX CULVERT STRUCTURAL DETAILS

H.19 CONCRETE (FORD, PRECAST PANELS) TYPICAL PLAN & DETAILS

H.20 CONCRETE (FORD, PRECAST PANELS) DETAILS

H.21 DEBRIS RACK (DEFLECTOR) DETAIL

I.1 BROW REMOVAL AND SLOPE SCALING

INDEX TO SHEETS CONT.

N. TEMPORARY TRAFFIC CONTROL

N.1 TABULATION OF TEMPORARY TRAFFIC CONTROL QUANTITIES

O. PERMANENT TRAFFIC CONTROL

O.3 STEHEKIN LANDING STRIPING PLAN

O.4 FIELDS POINT LANDING STRIPING PLAN

O.5 ADA PAVEMENT MARKING DETAILS

O.6

O.7

R.1 TABULATION OF WALL QUANTITIES

R.3-4 ROCKERY WALL DETAILS

H.8-13

R.2

I.2 TREE WELL DETAIL

TABULATION OF PERMANENT TRAFFIC CONTROL QUANTITIESO.1-2

TABULATION OF EROSION AND SEDIMENT CONTROL QUANTITIES

EROSION AND SEDIMENT CONTROL PLANS

LOWER FIELD STAGING AREA/STOCKPILE

WALL LAYOUT AND PROFILE

E.3

R. WALLS

G. MATERIAL SOURCES, STAGING AND STOCKPILING

I. ROADSIDE DEVELOPMENT DETAILS

C.7 CONNECTION DETAILS

F. EROSION AND SEDIMENT CONTROL

N.2-8 TEMPORARY TRAFFIC CONTROL STANDARD DRAWINGS AND DETAILS

EROSION AND SEDIMENT CONTROL STANDARD DRAWINGS AND DETAILS

STABILIZED CONSTRUCTION ENTRANCE DETAIL

F.17-18

DELINEATOR DETAILS

PERMANENT TRAFFIC CONTROL DETAIL

TABULATION OF PLAN QUANTITIESD.1-3

NPS PMIS. No. 007339 NPS Drwg. No. 168/104698

STATE PROJECT

SHEET

NUMBER

WA PRA NOCA 10(6)

/2

/2 s tr a n p r o j\ s te h e k in v a ll e y r d \h w y d e s \r d w y \s h e e ts

\A

G e n e r a l\ n o c a a b .d g n

C h e c k e d b y

D e s ig n e d b y

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009

W101-1

PLAN SYMBOLS

AND ABBREVIATIONS

NPS PMIS. No. 007339 NPS Drwg. No. 168/104698

SHEET

NUMBER

STATE

A.3

PROJECT

PRA NOCA 10(6)

WA

J a n u a r y

:3

A

M S

T r a n p r o j\

S te h e k in

V a ll e y

R d \H w y

D e s \R d w y \S h e e ts

\A

G e n e r a l\ n o c a a c .d g n

U

S C

U.S. CUSTOMARY DETAIL

DETAIL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

XXXXXXXC/EXXXXXXXXXXXXXX

N

PWPWUDR/WP/EUD

BH

CP GPS

JH

TP

DI

P/LP/LP/LR/WP/E

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

E

RIP

G G

W W

DI

T T

NPS PMIS. No. 007339 NPS Drwg. No. 168/104698

STATE PROJECT

SHEET

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S

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VICINITY MAP

A.4

N

R O

A D

ST

E H

E K

IN

V A

L L E Y

LAKE CHELAN

T o C h elan

M ile s

NATIONAL FOREST

BOUNDARY

LAKE CHELAN

NATIONAL

RECREATION AREA

OKANOGAN

NATIONAL FOREST

WENATCHEE

NATIONAL FOREST

Equipment maintenance facility

RIVER

STEHEKIN

R. 16 E.

T. 33 N.

R. 17 E. R. 18 E.

T. 34 N.

T. 32 N.

NATIONAL FOREST

BOUNDARY

Proposed staging area

(Lower Field)

Stehekin Landing

Harlequin Bridge

Stehekin Emergency Airstrip

Company Creek Pit

(Material source)

To Stehekin Landing

–34Miles

Chelan

Chelan Falls

Manson

Fields Point

Landing

NOT TO SCALE

T o F ield s P o in t L an d in g

M ile s

S e e in se t

LAKE CHELAN Wastewater Treatment Plant

Rainbow Creek Bridge

Boulder Creek Bridge

Sheet and Description

Section C Section D Section E Section F Section H Section N Section O Section R

Typical Section

Plan & Profile

Approach Roads

Erosion Control Drainage

Temporary Traffic Control

Permanent Traffic Control

Structures ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL ALL

A0120 15703-3000 SOIL EROSION CONTROL, WOOD STRAND ACRE 0.2 0.8 1.0

A0140 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 1,734 266 2,000

A0160 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE LNFT 5,301 299 5,600

A0180 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE EACH 1 1

A0200 15801-0000 WATERING FOR DUST CONTROL MGAL 2,800 2,800

A0220 20101-0000 CLEARING AND GRUBBING ACRE 8.5 1.5 10.0

A0240 20301-1900 REMOVAL OF PIPE CULVERT EACH 7 7

A0260 20301-2400 REMOVAL OF SIGN EACH 1 1

A0280 20420-0000 EMBANKMENT CONSTRUCTION CUYD 5,321 153 526 6,000 Contract Quantity

A0300 20466-0000 CONSERVE AND STOCKPILE TOPSOIL CUYD 4,541 259 4,800

A0320 25101-1000 PLACED RIPRAP, CLASS 1 CUYD 21 29 50

A0340 25101-4000 PLACED RIPRAP, CLASS 4 CUYD 30 183 37 250

A0360 25210-0000 ROCKERY SQYD 172 8 180

A0380 30103-2000 AGGREGATE BASE GRADING D CUYD 5,563 175 262 6,000

A0400 30302-1000 DITCH RECONDITIONING LNFT 5,700 5,700

A0420 30306-0000 PULVERIZING SQYD 694 106 800

A0440 40910-0300 SURFACE TREATMENT, DESIGNATION 1C SQYD 71,751 3,749 75,500

A0460 40910-0700 SURFACE TREATMENT, DESIGNATION 2B SQYD 30,743 721 1,536 33,000

A0480 40940-1300 EMULSIFIED ASPHALT, GRADE CRS-2P TON 185 3 13 200

A0500 60102-0000 CONCRETE (FORD, PRECAST PANELS) SQYD 60 60

A0520 60102-0000 CONCRETE (WINGWALLS) SQYD 21 21

A0540 60201-0600 18-INCH PIPE CULVERT LNFT 25 5 30

A0560 60201-0800 24-INCH PIPE CULVERT LNFT 32 3 35

A0580 60201-1000 36-INCH PIPE CULVERT LNFT 24 6 30

A0600 60201-1200 48-INCH PIPE CULVERT LNFT 38 7 45

A0620 60201-1400 60-INCH PIPE CULVERT LNFT 41 4 45

A0640 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 2 2

A0660 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 4 4

A0680 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 2 2

A0700 60220-1200 6 FEET SPAN, 4 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT LNFT 32 32

A0720 60220-1200 6 FEET SPAN, 4 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT

(TRENCH AND LID) LNFT 30 30

A0740 60230-0000 DEBRIS RACK (DEFLECTOR) EACH 3 3

A0760 60704-0000 CLEANING CULVERT IN PLACE EACH 1 2 3

A0780 61108-1000 ADJUST WATER VALVE EACH 2 2

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-J ul -2

6:

A M

S

Tr an pr oj

\1

-S te he ki n_

V al le y_

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Ad m in \E st im at es

\R ev is ed

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Es tim at e-

-r ev is ed

.x ls x] Sh ee t

STATE PROJECT

B.1PRA NOCA 10(6)WA

SHEET

NPS PMIS. NO. 007339

Sheet and Description

Section C Section D Section E Section F Section H Section N Section O Section R

Typical Section

Plan & Profile

Approach Roads

Erosion Control Drainage

Temporary Traffic Control

Permanent Traffic Control

Structures ALLOWANCE Bid Schedule

A0800 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40 40

A0820 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH HOUR 40 40

A0840 62201-1050 WHEEL LOADER, 5 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40 40

A0860 62201-1400 BULLDOZER, 250HP MINIMUM FLYWHEEL POWER HOUR 80 80

A0880 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 40 40

A0900 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB

ATTACHMENT HOUR 40 40

A0920 62301-0000 GENERAL LABOR HOUR 40 40

A0940 62302-0100 SPECIAL LABOR, SLOPE SCALING HOUR 450 450

A0960 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH SQYD 38,245 2,255 40,500

A0980 62516-1000 MULCHING, DRY METHOD SQYD 38,245 2,255 40,500

A1000 62641-0000 TREE WELL EACH 2 2

A1020 63302-0000 SIGN SYSTEM SQFT 99 99

A1040 63309-0100 DELINEATOR, TYPE 1 EACH 26 4 30

A1060 63316-1000 REMOVE AND RESET SIGN EACH 1 1

A1080 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 9,650 350 10,000

A1100 63404-0200 PAVEMENT MARKINGS, TYPE B GAL 12 3 15

A1120 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH 1 1

A1140 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER EACH 100 100

A1160 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 2

A1180 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION EACH 2 2

A1200 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 500 500

A1220 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 2,500 2,500

A1240 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 224 224

A1260 63507-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR DAY 60 60

A1280 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR DAY 160 160

A1300 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 4,000 4,000

A1320 64703-1000 MITIGATION, LANDSCAPING LOG EACH 20 20

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-M ay -2

:1

A M

S

Tr an pr oj

\1

-S te he ki n_

V al le y_

R d\

Ad m in \E st im at es

\R ev is ed

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Es tim at e-

-r ev is ed

.x ls x] S he et

2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2PRA NOCA 10(6)WA

SHEET

NPS PMIS. NO. 007339

C.1

SHEET 1 OF 3

TABULATION OF TYPICAL

SECTION QUANTITIES

NPS PMIS. No. 007339 NPS Drwg. No. 168/104698

STATE PROJECT

SHEET

/1

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\C T y p ic a l\ n o c a c a .d g n

C h e c k e d b y

D e s ig n e d b

C.2

SHEET 2 OF 3

TABULATION OF TYPICAL

SECTION QUANTITIES

NPS PMIS. No. 007339 NPS Drwg. No. 168/104698

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SHEET

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S

T r a n p r o j\

S te h e k in

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\C T y p ic a l\ n o c a c a a .d g n

C h e c k e d b y

D e s ig n e d b

C.3

SHEET 3 OF 3

TABULATION OF TYPICAL

SECTION QUANTITIES

NPS PMIS. No. 007339 NPS Drwg. No. 168/104698

STATE PROJECT

SHEET

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\C T y p ic a l\ n o c a c b .d g n

C h e c k e d b y

D e s ig n e d b

C.4

TYPICAL SECTIONS

NPS PMIS. No. 007339 NPS Drwg. No. 168/104698

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SHEET

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S

T r a n p r o j\

S te h e k in

V a ll e y

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\C T y p ic a l\ n o c a c c .d g n

C h e c k e d b y

D e s ig n e d b

C.5

TYPICAL SECTIONS

NPS PMIS. No. 007339 NPS Drwg. No. 168/104698

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SHEET

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C.6

V ar ia ble

SHEET 3 OF 3

TYPICAL SECTIONS

NPS PMIS. No. 007339 NPS Drwg. No. 168/104698

STATE PROJECT

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C.7

CONNECTION DETAILS

NPS PMIS. No. 007339 NPS Drwg. No. 168/104698

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TABULATION OF PLAN

QUANTITIES

D.1

NPS PMIS. No. 007339 NPS Drwg. No. 168/104698

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\n o c a f a .d g n

C h e c k e d b y

D e s ig n e d b

D.2

TABULATION OF PLAN

QUANTITIES

NPS PMIS. No. 007339 NPS Drwg. No. 168/104698

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SHEET

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\n o c a f b

.d g n C h e c k e d b y

D e s ig n e d b

D.3

SHEET 3 OF 3

TABULATION OF PLAN

QUANTITIES

NPS PMIS. No. 007339 NPS Drwg. No. 168/104698

STATE PROJECT

SHEET

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WA PRA NOCA 10(6)

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T ra n p ro j\ -S te h e k in

V a ll e y R d \H w y D e s \R d w y \S h e e ts

\D

P

P \n o c a ff

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WA PRA NOCA 10(6)

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T ra n p ro j\ -S te h e k in

V a ll e y R d \H w y D e s \R d w y \S h e e ts

\D

P

P \n o c a fg

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C h e c k e d b y

D e s ig n e d b y

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D.8

PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L

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WA PRA NOCA 10(6)

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T ra n p ro j\

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V a ll e y

R d \H w y

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NUMBER

WA PRA NOCA 10(6)

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T ra n p ro j\ -S te h e k in

V a ll e y R d \H w y D e s \R d w y \S h e e ts

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NUMBER

WA PRA NOCA 10(6)

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S

T ra n p ro j\

-S te h e k in

V a ll e y

R d \H w y

D e s \R d w y \S h e e ts

\D

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P \n o c a fj .d g n

C h e c k e d b y

D e s ig n e d b y

N

N

N 492310.62

E 1669497.51

PLAN

D.11

5 2

1255 1260

5 12401240

1245 1245

0 1

5 1255

0 1350

5 1

C P

C P

23110

C P

23111

C P

23112

C P

23113C P

C P

C P

23113

C P

23114

C P

23115

C P

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C P

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P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP

NUMBER

WA PRA NOCA 10(6)

/2

/2

S

T ra n p ro j\ -S te h e k in

V a ll e y R d \H w y D e s \R d w y \S h e e ts

\D

P

P \n o c a fk

.d g n

C h e c k e d b y

D e s ig n e d b y

N

N

D.12

12451245

12501250

5 1260

1225 1225

1235 1240

12451245

CP

23120

PPP

CP

23123

PPPPPPP

CP

23121

CP

23122

CP

23120

CP

23175

CP

23118

CP

23119

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NUMBER

WA PRA NOCA 10(6)

/2

/2

S

T ra n p ro j\ -S te h e k in V a ll e y

R d \H w y D e s \R d w y \S h e e ts

\D

P

P \n o c a fl

.d g n

C h e c k e d b y

D e s ig n e d b y

N

N

PLAN

495271.23

1666341.30

1,235.45 ft

N

E

El.

496121.42

1665325.10

1,243.66 ft

N

E

El.

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

D.13

0 1

C P

C P

PPPP

C P

C P

P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LPPPPPPPPPPPPPPP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L

Curve= 4R1-3

D = 19%%d 33’ 28" (RT)

R= 500.00’

T= 86.18’

L= 170.67’

Curve= 4R1-4

D = 12%%d 36’ 33" (LT)

R= 600.00’

T= 66.29’

L= 132.04’

Curve= 4R1-5

D = 6%%d 48’ 07" (RT)

R= 1,150.00’

T= 68.34’

L= 136.52’

Curve= 4R1-6

D = 40%%d 18’ 10" (LT)

R= 425.00’

T= 155.96’

L= 298.95’ e= 2.00% e= 3.00% e= 2.80% e= 3.20%

P O

T

.0

P C

.8

P T

.1

P C

.5

P T

.8

P C

.6

P T

.3

P

C

.5

P T

.5

P C

.0

P T

.5

P C

.9

P T

.8

P O

T

.8

N 60%%d 09’ 31" W

Curve= 4R1-2

D = 7%%d 00’ 32" (RT)

R= 1,000.00’

T= 61.24’

L= 122.33’

N 53%%d 08’ 59" W

N 33%%d 35’ 31" W N 46%%d 12’ 04" W

N 39%%d 23’ 57" W

N 79%%d 42’ 0 7" W e= 3.00% (Lt)

NUMBER

WA PRA NOCA 10(6)

/3 /2

S

T ra n p ro j\ -S te h e k in

V a ll e y R d \H w y D e s \R d w y \S h e e ts

\D

P

P \n o c a fm

.d g n

C h e c k e d b y

D e s ig n e d b y

,2

.9

-3.2500%

100’ VC

K = 21

SSD = 275’

+3.5000%

,2

.0

+5.0 000%

,2

.7

SSD = 159’

K = 8

65’ VC

,2

.4

-1.7500%

300’ VC

K = 171

SSD = 530’

150’ VC

K = 43

SSD = 265’

,2

.2

180’ VC

K = 27

,2

.1

-3.5000% +1.5500%

135’ VC

K = 27

.5

.0

.0

.0

.0

.0

N

605+00 610+00 615+00600+00

N 495271.23

E 1666341.30

El. 1,235.45 ft

XXXXXXXXXXXXXXXXXXXXXXXXXX

N 60%%d 09’ 31" W

1,745

788 13 427

D.14

1260 1260

PPP

CP

23123

PPPPPPP

23121

CP

23122

P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L

Curve= 4R1-6

= 40%%d 18’ 10" (LT)

5 P

T

.8

P O

T

.8

N 79%%d 42’ 07" W

-3.2500%

,2

.7

100’ VC

K = 32

,2

.6

.0

.9

8 -0.1700%

615+00

N

N 496121.42

E 1665325.10

El. 1,243.66 ft

616+00

D.15

NUMBER

WA PRA NOCA 10(6)

/3 /2

S

T ra n p ro j\ -S te h e k in

V a ll e y R d \H w y D e s \R d w y \S h e e ts

\D

P

P \n o c a fn

.d g n

C h e c k e d b y

D e s ig n e d b

1325 1325

0 1

13851

01305

51310

1310 1315

U P

C P

23126

C P

23127

C P

23128

UP

P

C P

29105

C P

29106 29107

29108

29109

29110

C P

C P

C P

C P

C P

C P

PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP

NUMBER

WA PRA NOCA 10(6)

/1

/2

S

T ra n p ro j\ -S te h e k in

V a ll e y R d \H w y D e s \R d w y \S h e e ts

\D

P

P \n o c a fo

.d g n

C h e c k e d b y

D e s ig n e d b y

N

N

D.16

497794.76

1662856.90

N

E

497584.82

1663196.36

N

E

N 497257.11

E 1663563.86

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

1310 1315

13201320

13301330

13351335

12951295

1300 1300 1300

1305 1310

13251325

13301330

13551355

1360 1360

CP

23131

CP

23170

29120 29121

29122

29123

29124

29125

UP

C P

23129

C P

23130

C P

23174

P

29113

29114

29115

29116

29117

P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L

Curve= 4R2-14 D = 26%%d 25’ 38" (RT) R= 400.00’

T= 93.92’

L= 184.50’

Curve= 4R2-15 D = 10%%d 45’ 42" (LT) R= 1,000.00’

T= 94.19’

L= 187.83’

P C

.1

P T

.6

P C

.0

P T

.8

N 67%%d 58’ 41" W

N 41%%d 33’ 03" W

N 52%%d 18’ 45" W e=3.20% e=2.40%

NUMBER

WA PRA NOCA 10(6)

/3 /2

S

T ra n p ro j\ -S te h e k in

V a ll e y R d \H w y D e s \R d w y \S h e e ts

\D

P

P \n o c a fp

.d g n

C h e c k e d b y

D e s ig n e d b y

N

N

D.17

13351340

1345 1

0 1

CP

23103

CP

23135

CP

23136

CP

23167

GPS

23104

GPS

23103

29138

29139 29140

CP

29141

CP

29142

CP

23133

CP

23169

CP

23134

P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L

NUMBER

WA PRA NOCA 10(6)

/3 /2

S

T ra n p ro j\ -S te h e k in

V a ll e y R d \H w y D e s \R d w y \S h e e ts

\D

P

P \n o c a fq

.d g n

C h e c k e d b y

D e s ig n e d b y

N

N

D.18

N 500358.95

E 1657589.89

El. 1,312.87 ft

N 500868.86

E 1656723.63

El. 1,337.68 ft

N 500433.09

E 1658846.60

El. 1,301.81 ft

N 500426.61

E 1658646.78

El. 1,303.03 ft

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

13201320

CP

23103

CP

23136

CP

23137

CP

23167

23165

23164

23163

GPS

23104

GPS

23103

29138

29139

29141

CP

29142

P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L

P O

T

.0

P C

.4

P T

.7

P C

.9

P T 710+

19.87

P O

T

.1

N 83%%d 13’ 56" W

Curve= 4R6-1

D = 23%%d 58’ 12" (RT)

R= 1,110.00’

T= 235.63’

L= 464.37’

N 59%%d 15’ 45" W Curve= 4R6-2

D = 30%%d 21’ 30" (RT)

R= 700.00’

T= 189.91’

L= 370.90’

N 28% d 54’ 15" W e= 2.20% e= 2.60%

,3

.8

,3

.8

+1.5000%

+1.0000%

200’ VC

K = 400

SSD = 2258’ 1

,3

.8

250’ VC

K = 200

,3

.3

+2.2500%

100’ VC

K = 57

,3

.9

+4.0000%

7.5

000%

120’ VC

K = 34

,3

.6

.0

.0

.0

.0

0 7

.8

.1

NUMBER

WA PRA NOCA 10(6)

/3 /2

S

T ra n p ro j\

-S te h e k in

V a ll e y

R d \H w y

D e s \R d w y \S h e e ts

\D

P

P \n o c a fr .d g n

C h e c k e d b y

D e s ig n e d b y

N

1,310

1,305

1,315

1,320

1,325

1,330

1,135

1,140

1,145

1,310

1,305

1,315

1,320

1,325

1,330

1,135

1,140

1,145

N 500358.95

E 1657589.89

El. 1,312.87 ft

N 500868.86

E 1656723.63

El. 1,337.68 ft

D.19

700+00 705+00 710+00

241 3

1335 1335

CP

23136

CP

23137

CP

23140

CP

23167

CP

23165 CP

23164

CP

23163

CP

23161

CP

23160

CP

29140

CP

29141

CP

29142

CP

29201

CP

29202

CP

29203

P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L

NUMBER

WA PRA NOCA 10(6)

/3 /2

S

T ra n p ro j\ -S te h e k in

V a ll e y R d \H w y D e s \R d w y \S h e e ts

\D

P

P \n o c a fs

.d g n

C h e c k e d b y

D e s ig n e d b y

1380 1380

1430 1430

CP

23159

CP

23158

CP

29204

CP

29205

CP

29206

CP

29207

23145

P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L

710 N

PLAN

N

N 501373.75

E 1655394.32

El. 1,360.07 ft

N 501675.58

E 1654666.84

El. 1,348.54 ft

D.20

N 500994.10

E 1656550.73 N 500868.86

E 1656723.63

El. 1,337.68 ft

CP

2315929203

CP

29204

CP

29205

CP

29206

P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L

P O

T

.0

P C

.8

P T

.7

P C

.3

P T

.7

P C

.4

P T

.6

P O

T

.1

Curve= 4R3-2

D = 6%%d 23’ 35" (RT)

R= 1,150.00’

T= 64.23’

L= 128.32’

Curve= 4R3-3

= 6%%d 10’ 01" (RT)

R= 1,200.00’

T= 64.64’

L= 129.16’

Curve= 4R3-1

D = 9%%d 37’ 22" (RT)

R= 2,000.00’

T= 168.35’

L= 335.90’ e= 2.00% e= 2.00% (Lt)

D e= 2.00% (Lt)

N 60%%d 28’ 06" W

N 54%%d 18’ 05" W

N 76%%d 29’ 04" W

N 66%%d 51’ 41" W

,3

.0

,3

.5

,3

.1

-7.7500%

-6.1500%

100’ VC

K = 63

,3

.6

135’ VC

K = 38

,3

.5

-2.6000%

219’ VC

K = 49

,3

.0

+1.8815% +1.0000%

100’ VC

K = 113

.0

.0

.0

.0

.6

.6

SSD = 1,274’

N

800+00

805+00

N 501373.75

E 1655394.32

El. 1,360.07 ft N 501675.58

E 1654666.84

El. 1,348.54 ft

D.21

N 501541.27

E 1654897.92

El. 1,343.94

N 501659.72

E 1654689.45

El. 1,348.23

Match existing profile grade at the direction of the CO.

808+00

NUMBER

WA PRA NOCA 10(6)

/1

/2

S

T ra n p ro j\

-S te h e k in

V a ll e y

R d \H w y

D e s \R d w y \S h e e ts

\D

P

P \n o c a ft .d g n

C h e c k e d b y

D e s ig n e d b

13851385

1395 1395

13701370

1385 1385 1390 1390

1410 1415

CP

23148

XXXXXXXXXXXX

CP

23150

CP

23149

CP

23147

CP

23156

CP

23158

CP

29207

CP

23146

CP

23145

P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L

N

N

PLAN

501856.53

1651973.74

1,387.81 ft

N

E

El.

D.22

NUMBER

WA PRA NOCA 10(6)

/1

/2

S

T ra n p ro j\

-S te h e k in

V a ll e y

R d \H w y

D e s \R d w y \S h e e ts

\D

P

P \n o c a fu .d g n

C h e c k e d b y

D e s ig n e d b y

5 4

13851385

1395 1395

CP

23151

XXXXXXXXXXXX

CP

23150

CP

23149

P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L

5 4

P C

.2

P T

.8

P C

.1

P T

.0

Curve= 4R5-1

D = 6%%d 13’ 30" (LT)

R= 4,000.00’

T= 217.51’

L= 434.60’

Curve= 4R5-2

D = 1%%d 33’ 33" (RT)

R= 4,000.00’

T= 54.43’

L= 108.85’

N 81%%d 22’ 37" W

N 76%%d 42’ 40" W

N 82%%d 56’ 10" W e=4.00% e=2.00%

P O

B

.0

,3

.8

,3

.9

+0.2500%

60’ VC

K = 34

,3

.3

+2.0000% -1.0000%

200’ VC

K = 67

SSD = 460’

,3

.9

+0.5000%

100’ VC

K = 67

,3

.5

N

850+00 860+00

D.23

N 502003.26

E 1651127.08

El. 1,389.58 ft

N 501856.53

E 1651973.74

El. 1,387.81 ft

855+00

P C

.1

N 81%%d 22’ 37" W

P T

.0

129 69 30

1,623

NUMBER

WA PRA NOCA 10(6)

/1

/2

S

T ra n p ro j\ -S te h e k in

V a ll e y R d \H w y D e s \R d w y \S h e e ts

\D

P

P \n o c a fv

.d g n

C h e c k e d b y

D e s ig n e d b

14101410

14151415

CP

23151

CP

23154

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

CP

23152

CP

23153

CP

23154

CP

23155

XXXXXXXXXXXXXXXXXXXXXXXXXXP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L

N

N

PLAN

502439.11

1650461.75

1,396.83 ft

N

E

El.

N 5025511.56

E 1649635.27

El. 1,406.91 ft

D.24

N 502003.26

E 1651127.08

El. 1,389.58 ft

NUMBER

WA PRA NOCA 10(6)

/3 /2

S

T ra n p ro j\ -S te h e k in

V a ll e y R d \H w y D e s \R d w y \S h e e ts

\D

P

P \n o c a fw

.d g n

C h e c k e d b y

D e s ig n e d b y

14151415

CP

23153

CP

23154

CP

23155

XXXXXXXXXXXXXXXXXXXXXXXXXX

CP

23152

P/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/LP/L

P T

.9

P C

.8

P T

.7

P C

.3

P T

.7

P C

.3

P T

.9

P C

.7

P T

.5

P C

.3

P T

.9

P

O T

.0

Curve= 4R4-1

D = 6%%d 43’ 36" (LT)

R= 800.00’

T= 47.02’

L= 93.92’

Curve= 4R4-2

D = 4%%d 43’ 15" (LT)

R= 1,200.00’

T= 49.47’

L= 98.88’

Curve= 4R4-3

D = 4%%d 30’ 22" (RT)

R= 1,200.00’

T= 47.21’

L= 94.38’

Curve= 4R4-4

D = 2%%d 05’ 11" (LT)

R= 1,500.00’

T= 27.31’

L= 54.62’

Curve= 4R4-5

D = 33%%d 48’ 10" (RT)

R= 125.00’

T= 37.98’

L= 73.75’

N 88%%d 44’ 19" W S 86%%d 32’ 26" W

N 88%%d 57’ 12" W N 57%%d 14’ 12" W

P C

.0 e= 2.60% e= 2.20% e= 2.20% e= 2.0%

S 88%%d 57’ 37" W

N 82%%d 00’ 43" W e= 2.0% (Lt)

,3

.8

,3

.2

+1.5665%

+0.9000%

150’ VC

K = 225

SSD = 1694’ 1

,4

.9

+1.6250%

200’ VC

K = 276

,4

.1

26’ VC

K = 3

SSD = 116’

,4

.5

-8 .8

34’ VC

K = 2

,4

.1

.8

26’ VC

K = 3

SSD = 142’

,4

.3

+0.5000%

+3.4000%

50’ VC

K = 17

,4

.9

.0

.0

.0

.0

.0

.0

.0

.0

N

900+00 905+00 910+00

D.25

N 502439.11

E 1650461.75

El. 1,396.83 ft

N 5025511.56

E 1649635.27

El. 1,406.91 ft

MPH

MPH

DIP

DIP

N 502458.85

E 1649717.86

El. 1,404.91

N 502446.91

E 1649749.58

El. 1,404.04

98 27 62

NUMBER

WA PRA NOCA 10(6)

/2

/2

S

T ra n p ro j\ -S te h e k in

V a ll e y R d \H w y D e s \R d w y \S h e e ts

\D

P

P \n o c a fx

.d g n

C h e c k e d b y

D e s ig n e d b

GPK FILE DATED N/A

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION

23103 500489.601 1657711.609 1313.422 48°22'19.30565" 120°45'43.83788" N/A 0.999892024 1/2" IR with Yellow Plastic Cap

23104 500578.364 1657031.747 1319.413 48°22'20.18768" 120°45'53.90641" N/A 0.999891757 1/2" IR with Yellow Plastic Cap

23115 494467.854 1667539.525 1253.765 48°21'19.76582" 120°43'18.40225" N/A 0.999893637 1/2" IR with Yellow Plastic Cap

23…

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