PreliminaryPlans_1_of_3_WA_PFH_29-(1).pdf

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

Project Location

Projects, FP-03 US Customary Units of Roads and Bridges on Federal Highway

Standard Specifications for Construction

M. TRAFFALIS

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLANS PREPARED FOR

PLANS FOR PROPOSED PROJECT

APPROVED:

DATE

Western Federal Lands Highway Division

Director, Project Delivery, R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M

A.1

STATE PROJECT

NUMBER

SHEET

WA

PFH 29-1(1)

M a y

P

M w f0 a a .d g n

U

S S u r ft

D

N

B E

L

C h e c k e d b y

B

T H

O M

P S

O e s ig n e d b y

BRITISH COLUMBIA

I D

A H

O

OREGON

UNITED STATES

CANADA

P A

C I F I C

O C

A E

N tS rait ofJuan deFuca

OC

LU

MBIA R

IV

ER

A

SN

KE

R

VERI

M

COLU B

I A

V R I

E R

Lakes

Banks

Lakes

Moses

Reservoir

Potholes

OLYMPIC

NATIONAL

PARK

MOUNT

RAINIER

N.P.

MOUNT

ST. HELENS

NAT'L VOLC.

MON.

NORTH

CASCADES

NATIONAL

PARK

BELLINGHAM

Forks

Aberdeen

Chehalis

Longview

OLYMPIA

TACOMA

SEATTLE

EVERETT

Wenatchee

Lake

Moses

SPOKANE

Pullman

Pasco

RICHLAND

Kennewick Walla Walla

ANGELES

PORT

Townsend

Port Vernon

Mt.

VANCOUVER

WASHINGTON KEY MAP

YAKIMA

u n d o S t e g u

P

WA PFH 29-1(1)

RIVER ROAD

MIDDLE FORK SNOQUALMIE

WASHINGTON

KING COUNTY

MT. BAKER-SNOQUALMIE NATIONAL FOREST

LENGTH 9.732 MILES

0.060

35 MPH

See Sheet A.2 for Index to Sheets

SCALE IN MILES

5 0 5 10

N

SEATTLE

BELLEVUE

Island

Mercer

Renton

Fall City

Way Federal

Inglewood

Preston

Snoqualmie Falls

P ra tt

R iv e r

T

N T

N T

N T

N T

N T

N

R04ER03E R05E R06E R08ER07E R09E R10E R11E

Washington Lake

Richmond

Kirkland Redmond

Bend North

N O

T

FO

R

CO

N

STRUCTI

PRELI

M

IN

ARY

PLANS PREPARED BY

River Road Snoqualmie Middle Fork retaining walls, and bridges

Grading, drainage, base, asphalt concrete pavement, ROBERT PECCIA AND ASSOCIATES

HELENA, MONTANA

e (max)

V

ADT (2032)

ADT (2012)

FI

N

AL

(9

5%

PLAN

S

COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

MP 0.0

BEGIN PROJECT

MP 12.4

END PROJECT

PRELIM

IN

ARY

Not For

Con str uc tio n

Leeann.Bush Text Box

INDEX TO SHEETS

INDEX TO SHEETS

A.2

STATE PROJECT

M a y

A

M w f0 a b .d g n

U

S S u r ft

B E e c k e d b

T H

O M

P S s ig n e d b y

INDEX TO SHEETS

H. DRAINAGE

G. BRIDGE CONSTRUCTION DETAILS

F. SOIL EROSION CONTROL

E. APPROACH ROADS AND PARKING AREAS

D. PLAN-PROFILE

C. TYPICAL SECTIONS

B. SUMMARIES

A. GENERAL INFORMATION

N. HAUL ROAD REHABILITATION

M. PERMANENT TRAFFIC CONTROL

L. TEMPORARY TRAFFIC CONTROL

K. ROADWAY DETAILS

J. RETAINING WALLS

I. GUARDRAIL

H.24-29

H.23

H.22

H.21

H.20

H.19

H.18

H.17

H.16

H.15

H.14

H.13

H.12

H.6-11

H.1-5

G.15-28

G.3-14

G.1-2

F.24-25

F.23

F.22

F.4-21

F.1-3

E.6

E.4-5

E.2-3

E.1

D.8-42

D.5-7

D.1-4

C.7

C.6

C.2-5

C.1

B.1-7

A.4

A.3

A.2

A.1

N.5

N.4

N.2-3

N.1

M.30-32

M.29

M.28

M.27

M.21-26

M.3-20

M.1-2

L.5-12

L.4

L.3

L.2

L.1

K.8

K.7

K.6

K.5

K.4

K.3

K.2

K.1

J.3

J.2

J.1

I.4-6

I.3

I.2

I.1

DRAINAGE STANDARD DRAWINGS

MANHOLE, WITH DEBRIS CAGE DETAILS

INLET, TYPE 7B DETAILS

STANDARD UNDERDRAIN SYSTEM DETAILS

BRIDGE 588+50 RIPRAP PLAN AND DETAILS

LOW WATER CROSSING TRENCH DRAIN DETAILS

LOW WATER CROSSING CONCRETE PLANK DETAILS

LOW WATER CROSSING DETAILS

ENERGY DISSIPATOR AND RIPRAP DITCH DETAILS

SIMULATED STREAM CULVERT INTERIOR TREATMENT

RIPRAP HEADWALL AND SPLASH PAD DETAILS

406+34 REINFORCED CONCRETE COLLAR DETAILS

DETAILS

344+12 REINFORCED CONCRETE BOX CULVERT FOUNDATION

AQUATIC ORGANISM PASSAGE CULVERT DETAILS

TABULATION OF DRAINAGE QUANTITIES

BRIDGE 588+50.00, KING COUNTY BRIDGE NO. 359E

BRIDGE 471+85.00, KING COUNTY BRIDGE NO. 359D

BRIDGE 326+00.00, KING COUNTY BRIDGE NO. 359B

EROSION CONTROL STANDARD DRAWINGS

SEDIMENT TRAP AND FILTER BERM DETAILS

TEMPORARY DIVERSION CHANNELS

EROSION CONTROL PLANS

TABULATION OF EROSION CONTROL QUANTITIES

PARKING AREA DETAILS

APPROACH ROAD DETAILS

APPROACH ROAD PLAN AND PROFILE

TABULATION OF APPROACH ROAD QUANTITIES

PLAN AND PROFILE

SURVEY CONTROL

TABULATION OF PLAN AND PROFILE QUANTITIES

SUBGRADE STABILIZATION DETAILS

TYPICAL SECTION DETAILS

TYPICAL SECTIONS

TABULATION OF TYPICAL SECTION QUANTITIES

SUMMARY OF QUANTITIES

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

SE LAKE DOROTHY ROAD LINE GRAPH

SE MIDDLE FORK ROAD LINE GRAPH

HAUL ROAD REHABILITATION TYPICAL SECTIONS

TABULATION OF HAUL ROAD REHABILITATION QUANTITIES

PERMANENT TRAFFIC CONTROL STANDARD DRAWINGS

CONCRETE WHEEL STOP DETAILS

PARKING AREA PAVEMENT MARKING DETAILS

KIOSK DETAILS

PERMANENT TRAFFIC CONTROL SIGN DETAILS

SIGNING AND PAVEMENT MARKING PLANS

TABULATION OF PERMANENT TRAFFIC CONTROL QUANTITIES

TEMPORARY TRAFFIC CONTROL STANDARD DRAWINGS

TEMPORARY TRAFFIC CONTROL SIGNING DETAILS

TEMPORARY TRAFFIC CONTROL SIGN IDENTIFICATION

TEMPORARY TRAFFIC CONTROL SIGNING PLAN

TABULATION OF TEMPORARY TRAFFIC CONTROL QUANTITIES

281+75 USGS GAUGING SITE CONDUIT INSTALLATION DETAILS

ROLLED EROSION CONTROL PRODUCT INSTALLATION DETAILS

MONUMENT DETAILS

MONUMENT LOCATIONS

DEEP PATCH DETAILS

ROCK BUTTRESS DETAILS

SPECIAL ROCK EMBANKMENT DETAILS

CURB AND GUTTER DETAILS

WIRE FACE PLAN AND PROFILE 281+90 TO 285+10

MECHANICALLY STABILIZED EARTH WALL, WELDED

MECHANICALLY STABILIZED EARTH WALL DETAILS

WALL QUANTITIES

TABULATION OF MECHANICALLY STABILIZED EARTH

GUARDRAIL STANDARD DRAWINGS

MOMENT SLAB GUARDRAIL DETAILS

286+20.00 TO 287+32.13 MOMENT SLAB GUARDRAIL DETAILS

281+90.00 TO 285+14.74 MOMENT SLAB GUARDRAIL DETAILS

PRELIM

IN

ARY

Not For

Con str uc tio n

21 22

S O

U T H

F

ORK

SNOQ

UA

LM

IE

RIVER

S

N O

Q U A

L M

IE

R I V

E

R

M

ID

D L E

K F

O R

B L

V D

B E

N D E

G O

A V

A L L

A R

A T

B E N D

N

B E

N

D

W A Y

T H

A V

E S

E

E D A

R

F A

L L S

R D

S E

(A B A N D O N E

D

SE

NO

RT

H

BEND

W A Y

SE 140TH ST

S E

C

ED

A R

FA

LLS

W Y

E

S

T H

M T

S I

R D

MT SI RD

B N S F

13 18 17 16 15

222120

M

ID

D

L E

FORK

S

N O

QUALMI

E

R I V E

R

Granite

C re e k

RIVE

R

S N

O Q

U A

L M

IE

F

O R

K

MI

DDLE

FORK

SNOQUA

LMIE

RIVER

SOUTH

SE NORTH BEND WAY

T

H A

V E

S E

MT SI

RD

MT SI RD

SE 140TH ST

(A B

A N

D O

N E

D

B

URLINGTON NORTHERN - SANTA FE

7 8 9

23 24

19 20

Gifford

Lakes

Lake

Caroline

Windy

Lake

Kalee tan Creek

P r a t t

R iv e r

C r e e k

Thompson

C re ek

Thompson

Lake

G r a n ite

M T

B A

K E R

SN

O Q

U A

L

IE

T

IO

N

F

R E

ST

ALPINE

W

IL

D E R

N

ESS

L A

K E S

M

ID

D L E

F

O R

K

16 15

28 27

Slo u g h

R e id

S l

MID

DLE

F O

R K

F O

R K

S U

T H

O

N O R

T H

FORK

Ta te

C re ek

Cr ee k

B ro ck way

RIV

ER

LM

IE

Cr ee k

RD

S E

REINIG

RD

T

H S

E

T H

A V

E S

E A

V E

NE 12TH ST

BEND

W

AY

(A B

A N

D O

N E

D

B U

R L

IN

G T

R T

H E

R

N T

A

F

E

B E N D

IG

O

B L V

D

(N O R T

H

B E N D

B L V

D

R D

MOON

V

A

L L E

Y

RD

NORTH

F O

RK

R D

S E

L A

K E

H A

N C

O C

K

R D

E

R N

IE

S

G

R O V E

S E

R D

14151617

19 20 21

2627282930

32 33 34 35

3456 2

Crater

Lake Lake

Rachor

Lake

Lake

Lake

Moolock

Nadeau

SMC

Hancock

C re e k

LAKE

HANCOCK

McLeod

Lake

T a te

C r e e k

T 24 N

R

T 23 N

SN

O Q

U A

L

IE

T

IO

N

F

R E

ST

R D

A L P

IN

E

LA

KE

S

WILD

ER

NE

SS

N A T L

F O

R E S

T R

T E

N A T

L

FOREST

R T

E

19 20 21 22 23

32 33 34 35

6 Shamrock Lake

Lake

Lake

Nine Hour

Rainy

Horseshoe Lake

P ra tt

Creek

R a in y

C r e e k

Tayl or

R iv

Lake

Blethen

Upper

Lake Blethen rtz

Creek

SNOQUALMI

E

R I

VE

R

F O

R K

MIDDLE

T 24 N

R

R

E

E

T 23 N

M

ID

D L E

F

O R

K

MI

DDLE

F O

R K

M

ID

D

LE

FO

R K

RD

SCALE IN MILES

0 0.5 10.5

N

A.4

STATE PROJECT

M a y

P

M w f0 a d .d g n

U

S S u r

B E e c k e d b

G G

U R

N E s ig n e d b y

171+65.00

R D

VICINITY MAP

SE

NORTH BEND

SE Lake Dorothy Road MP 0.0 SE Middle Fork Road MP 1.0 =

SE Lake Dorothy Road MP 1.3 SE Middle Fork Road MP 2.2 =

BEGIN PROJECT WA PFH 29-1(1)

F O R E

ST

SE Middle Fork Road MP 0.0

685+50.00

RIVER ROAD

MIDDLE FORK SNOQUALMIE

END PROJECT WA PFH 29-1(1)

END RECONSTRUCTION

BEGIN RECONSTRUCTION

END HAUL ROAD REHABILITATION

REHABILITATION

BEGIN HAUL ROAD

RIVER ROAD

MIDDLE FORK SNOQUALMIE

Mailbox Peak

Trailhead

Mine Creek

Campground

Middle Fork

Campground Middle

Fork

Trailhead

SE M

IDDLE

F O

R K

SE LAKE

D O

R O T

H Y

R D

Couplet Lower

Couplet Upper

326+00 Bridge

344+00 Bridge

471+85 Bridge

588+50 Bridge

PRELIM

IN

ARY

Not For

Con str uc

C.2

STATE PROJECT

M a y

P

M w f0 c a .d g n

U

S S u r ft

B E e c k e d b

T H

O M

P S s ig n e d b y

10' 10'

LC

C le a r in g l im it s

FOOTNOTE:

C le a r in g li m it s

NO SCALE

1:3

2% 2% 1:3

Va ria ble

Va ria bl e

Plac ing con serv ed t ops oil, 6-in ch d epth

Pla cin g c on ser ve d t op so il, 6-i nc h d ep th

Profile grade

Traveled way Traveled way

9' 9'

LC

C le a r in g l im it s

C le a r it s

1:3

2% 2% 1:3

Va ria ble

Va ria bl e

Plac ing con serv ed t ops oil, 6-in ch d epth

Pla cin g c on ser ve d t op so il, 6-i nc h d ep th

Profile grade

Traveled way Traveled way

TYPICAL SECTIONS

Original ground

Original ground

Superelevate roadway on curves at the rate 'e' as indicated on the plan and profile curve data.

Construct slopes as shown in the Staking Report.

See guardrail detail on sheet C.5 for variances.

See rockfall ditch detail on sheet C.6 for variances.

See sheet C.6.

See Standard 602-6, "Pipe Culvert Inlet Treatment in Cut Slopes" for variances.

Safety edge detail

Safety edge detail

NOTE:

1. See sheet C.5 for cut and fill slope rounding details.

2. See sheet C.6 for roadway width transition detail.

Var.

Var.24 m in m in

Tack coat grade CSS-1, CSS-1h, SS-1, or SS-1h (between lifts)

Superpave pavement, 12 4" or 3 " nominal maximum size aggregate, 0.3 to < 3 million ESAL, type V pavement roughness, 3-inch compacted depth, placed in two equal lifts

Aggregate base grading D, 6-inch compacted depth

Superpave pavement, 12 4" or 3 " nominal maximum size aggregate, 0.3 to < 3 million ESAL, type V pavement roughness, 3-inch compacted depth, placed in two equal lifts

Aggregate base grading D, 6-inch compacted depth

5'

5'

5'

5'

Tack coat grade CSS-1, CSS-1h, SS-1, or SS-1h (between lifts)

TYPICAL SECTION NO. 1

171+65.00 to 226+00.00

281+79.69 to 282+50.00

284+50.00 to 365+00.00

367+00.00 to 540+00.00

565+00.00 to 667+50.00

TYPICAL SECTION NO. 2

229+00.00 to 237+00.00

237+70.00 to 274+50.00

278+50.00 to 281+32.03

Suitable roadway excavation or unclassified borrow

Suitable roadway excavation or unclassified borrow

PRELIM

IN

ARY

Not For

Con str uc

C.3

M a y

P

M w f0 c b .d g n

U

S S u r ft

B E e c k e d b

T H

O M

P S s ig n e d b y

NO SCALE

9'

LC

C le a r in g l im it s

C le a r it s

1:3

2% 2%

Va ria ble

Plac ing con serv ed t ops oil, 6-in ch d epth

Pla cin g c on ser ve d t op so il, 6-i nc h d ep th

Profile grade

Traveled way Traveled way

1.5'9' 5'

Curb and gutter, concrete, 12-inch depth

10'

LC

C le a r in g l im it s

C le a r it s

1:3

2% 2%

Va ria ble

Plac ing con serv ed t ops oil, 6-in ch d epth

Pla cin g c on ser ve d t op so il, 6-i nc h d ep th

Profile grade

Traveled way Traveled way

1.5'

10' 5'

Curb and gutter, concrete, 12-inch depth

TYPICAL SECTIONS

Varia ble

FOOTNOTE:

NOTE:

Varia ble

Original ground

Original ground

Safety edge detail

Safety edge detail

1. See sheet C.5 for cut and fill slope rounding details.

2. See sheet C.6 for roadway width transition detail.

Superelevate roadway on curves at the rate 'e' as indicated on the plan and profile curve data.

Construct slopes as shown in the Staking Report.

See guardrail detail on sheet C.5 for variances.

See sheet K.1.

See sheet C.6.

Tack coat grade CSS-1, CSS-1h, SS-1, or SS-1h (between lifts)

Tack coat grade CSS-1, CSS-1h, SS-1, or SS-1h (between lifts)

Superpave pavement, 12 4" or 3 " nominal maximum size aggregate, 0.3 to < 3 million ESAL, type V pavement roughness, 3-inch compacted depth, placed in two equal lifts

Superpave pavement, 12 4" or 3 " nominal maximum size aggregate, 0.3 to < 3 million ESAL, type V pavement roughness, 3-inch compacted depth, placed in two equal lifts

Aggregate base grading D, 6-inch compacted depth

Aggregate base grading D, 6-inch compacted depth

5'

5'

TYPICAL SECTION NO. 3

226+92.87 to 229+00.00

237+00.00 to 237+70.00

274+50.00 to 278+50.00

TYPICAL SECTION NO. 4

226+00.00 to 226+42.87

282+50.00 to 284+50.00

365+00.00 to 367+00.00

Suitable roadway excavation or unclassified borrow

Suitable roadway excavation or unclassified borrow

PRELIM

IN

ARY

Not For

Con str uc

C.4

M a y

P

M w f0 c c .d g n

U

S S u r ft

B E e c k e d b

T H

O M

P S s ig n e d b y

NO SCALE

TYPICAL SECTIONS

10'

LC

C le a r in g l im it s

C le a r it s

1:3 2% 2%

1:3 1 m in

Va ria ble

Va ria bl e

Plac ing con serv ed t ops oil, 6-in ch d epth

Pla cin g c on ser ve d t op so il, 6-i nc h d ep th

Profile grade

Traveled way Traveled way

10'

5'

Original ground

FOOTNOTE:

10'

LC

C le a r in g l im it s

C le a r it s

1:3

2% 2% 1:3 1 m in

Va ria ble

Va ria bl e

Plac ing con serv ed t ops oil, 6-in ch d epth

Pla cin g c on ser ve d t op so il, 6-i nc h d ep th

Profile grade

Traveled way Traveled way

10'

4' 2'

6'

TYPICAL SECTION NO. 6

554+93.31 to 559+65.95

5'

Original ground

Flexible delineator

TYPICAL SECTION NO. 5

540+00.00 to 554+93.31

560+15.95 to 565+00.00

NOTE:

1. See sheet C.5 for cut and fill slope rounding details.

Superelevate roadway on curves at the rate 'e' as indicated on the plan and profile curve data.

Construct slopes as shown in the Staking Report.

See rockfall ditch detail on sheet C.6 for variances.

See Standard 602-6, "Pipe Culvert Inlet Treatment in Cut Slopes" for variances.

See sheet M.28.5

5'

5'

Aggregate base grading D, 12-inch compacted depth, placed in two equal lifts

Surface treatment, designation 2B

Surface treatment, designation 2B

Aggregate base grading D, 12-inch compacted depth, placed in two equal lifts

Suitable roadway excavation or unclassified borrow

Suitable roadway excavation or unclassified borrow

PRELIM

IN

ARY

Not For

Con str uc

C.5

M a y

P

M w f0 c d .d g n

U

S S u r ft

B E e c k e d b

T H

O M

P S s ig n e d b y

LC

FOOTNOTE:

NO SCALE

1:3

2% 2% 1:3

Traveled way Traveled way

TYPICAL SECTIONS

Original ground

Safety edge detail

TYPICAL SECTION NO. 7

668+00.00 to 685+50.00

Roadway reconditioning

CUT SLOPE

ROUNDING DETAIL

Original ground

Variable

1:1.5

GUARDRAIL DETAIL

C le a r in g l im it s

C le a r in g l im it s S lo p e s ta k e

0.25 D

ROUNDING DETAIL

FILL SLOPE

Va ria ble 5' 5'

D ground Original

0.25 D

stake Slope way Edge of traveled

5'

Original ground

Variable

B = 5'

D

Variable3

Finished grade

Tack coat grade CSS-1, CSS-1h, SS-1, or SS-1h (between lifts)

Superpave pavement, 12 4" or 3 " nominal maximum size aggregate, 0.3 to < 3 million ESAL, type V pavement roughness, 3-inch compacted depth, placed in two equal lifts

Aggregate base grading D, 6-inch compacted depth

9' 9'

Variable

Adjust to meet field conditions. Match existing superelevation on curves as approved by CO.

See sheet C.6.

Construct slopes as shown in the Staking Report.

For cut heights less than "B" reduce "B" to the cut height dimension and reduce the front slope rounding distance proportionally.

Two feet minimum. Construct widening as shown in Staking

Report.

Two feet minimum for 6' guardrail posts, zero for 7' guardrail posts.

Construct widening as shown in Staking Report.

PRELIM

IN

ARY

Not For

Con str uc

C.6

M a y

P

M w f0 c e .d g n

U

S S u r ft

B E e c k e d b

T H

O M

P S s ig n e d b y

NO SCALE

C le a r in g l im it s

FROM TO

232+25 234+25

W

Original ground

R o c k c u t s lo p e

Ditc h sl ope

Foreslope

5'

SLOPE (V:H)

ROCK CUT

SLOPE (V:H)

DITCH

(V:H)

FORESLOPE

8 4:1 1:4 1:4

273+50 274+25 7 2:1 1:4 1:4

279+50 282+25 13 2:1 1:4 1:4

284+75 285+25 9 2:1 1:4 1:4

285+25 285+80 10 2:1 1:4 1:4

285+80 286+25 9 2:1 1:4 1:4

286+25 287+25 8 2:1 1:4 1:4

287+25 287+75 9 2:1 1:4 1:4

393+75 394+25 6 4:1 1:3 1:3

397+75 404+25 8 2:1 1:3 1:3

556+25 556+75 9 4:1 1:3 1:3

SAFETY EDGE DETAIL

Second lift of asphalt

First lift of asphalt

Pull aggregate base to cover safety edge

Aggregate base course

ROADWAY WIDTH

TRANSITION DETAIL

FROM TO

REMARKS

226+42.87 18226+92.87

281+32.03 281+79.69 20

(ft)

WIDTH 1

(ft)

WIDTH 2

W I D

T H

W I D

T H

Transition Typical No. 4 to No. 3

Transition Typical No. 2 to No. 1

ROADWAY WIDTH TRANSITIONS

237+75 239+75 8 2:1 1:4 1:4

287+75 288+25 12 2:1 1:4 1:4

288+25 288+75 9 2:1 1:4 1:4

288+75 290+10 8 2:1 1:4 1:4

ROCKFALL DITCH DETAIL

ROCK CUT AND

1' typ.

bench

1. Mirror details as appropriate.

NOTE:

FOOTNOTE:

(ft) W

ROCK CUT AND ROCKFALL DITCH

559+65.95 560+15.95 26 20 Transition Typical No. 6 to No. 5 way

Edge of traveled

TYPICAL SECTION DETAILS

50' R (typ.)

50' R (typ.)

Edge of traveled way (typ.)

667+50.00 668+00.00 20 18 Transition Typical No. 1 to No. 7

Variable

Variable

Edge of traveled way

Point available in survey notes

Point available in survey notes based on 20' bench height.

by CO. Slope stake limits shown in plans and cross sections Rock cut bench height determined by contractor as approved

See rock cut and rockfall ditch table this sheet.

PRELIM

IN

ARY

Not For

Con str uc

C.7

M a y

P

M w f0 c f.

d g n

U

S S u r ft

B E e c k e d b

T H

O M

P S s ig n e d b y

NO SCALE

NOTE:

DETAILS

SUBGRADE STABILIZATION

Original ground grade Proposed finished

Earthwork geotextile, type III-A, nonwoven

Original groundSubgrade grade Proposed finished

Earthwork geotextile, type III-A, nonwoven

1' 2'

Subexcavation

Select borrow road Edge of existing

2' 2'

Geogrid, biaxial

3' or unclassified borrow Suitable roadway excavation

Proposed ditch bottom

SUBGRADE STABILIZATION LEGEND

Subgrade

Geogrid, biaxial

564+00.00 to 565+00.00 558+00.00 to 561+00.00 540+00.00 to 551+00.00 438+90.00 to 441+50.00 176+50.00 to 183+00.00

SUBGRADE STABILIZATION, TYPE 1

449+00.00 to 459+00.00 203+00.00 to 203+90.00

SUBGRADE STABILIZATION, TYPE 2

1. See sheet C.1 for quantities.

LC

LC

PRELIM

IN

ARY

Not For

Con str uc

B-1

NTL DH-5

P

T

.0

P C

.4

P T

.0

P C

.2

P T

.9

D

R= 750.00'

T= 97.35'

L= 193.62' e= 0.048

D

R= 1,000.00'

T= 86.59'

L= 172.75' e= 0.042

N

CUYD

EXC.

CUYD

EMB.

180+00 175+00 170+00

765 765

770 770

775 775

780 780

785 785

790 790

795 795

800 800

D.8

STATE PROJECT

M a y

P

M w f0 fa .d g n

U

S S u r

B E e c k e d b

T H

O M

P S s ig n e d b y

Line to be constructed

CP

CP

98028

171+65.00

RIVER ROAD

MIDDLE FORK SNOQUALMIE

1:

:2

Culvert inlet/outlet ditch

Line to be constructed

No Scale

CONNECTION DETAIL

joint @ 15° skew

Sawcut for vertical section

See typical

PLAN AND PROFILE LEGEND:

ST

.0

Typical inlet/outlet ditch

T surfacing asphalt

Existing locations.

easement boundary descriptions and

Plans for permanent and construction

Snoqualmie River Road Right-of-Way

Refer to WA PFH 29-1(1) Middle Fork

See sheet K.4

Deep patch, LT

D

P ip e C u lv e r t

P ip e C u lv e r t

P ip e C u lv e r t

Riprap ditch

Energy dissipator or buttress

Rock embankment

See sheet C.7

Subgrade stabilization, type 1

Profile grade

Existing ground

See sheet K.2

Special rock embankment, type 2, LT

See sheet K.2

Special rock embankment, type 2, LT

See sheet K.2

Special rock embankment, type 2, RT

See sheet D.1 for complete excavation and embankment totals.

Embankment volumes shown include special rock embankments.

Excavation volumes shown do not include conserved topsoil quantities.

El.= 786.55

E= 1348448.227

N= 780687.725

Structure transition railing control product Rolled erosion

Ftype Tangent or Flared Terminal section, End of Couplet

SE Middle Fork Road

SE L

ake Doro thy Ro ad

BEGIN RECONSTRUCTION WA PFH 29-1(1)

12027

.5

.2

-0.5000%

100' VC

K = 67 1

.0

+1.0000%

-2.8800%

150' VC

K = 39

SSD = 353'

PRELIM

IN

ARY

Not For

Con str uc

NTL DH-5

R= 920.00'

T= 448.86'

L= 835.20'

P C

.4

P T

.6

P C

.5 e=0.044

T= 164.48'

D

R= 12,000.00'

L= 328.95' e= NC

N

CUYD

EXC.

CUYD

EMB.

195+00 190+00 185+00 180+00

765 765

770 770

775 775

780 780

785 785

790 790

795 795

800 800

D.9

STATE PROJECT

M a y

A

M w f0 fb .d g n

U

S S u r

B E e c k e d b

T H

O M

P S s ig n e d b y

CP

98029

98030

CP

P ip e C u lv e r t

P ip e C u lv e r t

P ip e C u lv e r t

P ip e C u lv e r t

P ip e C u lv e r t

See sheet C.7

Subgrade stabilization, type 1

Existing ground

Profile grade

See sheet K.2

Special rock embankment, type 2, LT

See sheet K.2

Special rock embankment, type 2, RT

Line to be constructed

See sheet E.6

Parking Area 1

See sheet E.2

DNR Parking Access

Approach 30+00

Mainline 188+70 = B

P ip e C u lv e r t

See sheet H.21

Standard underdrain system, type 1, RT

616 (Includes 54 for approach road 188+70 RT)

2,191 (Includes 16 for approach road 188+70 RT)

See sheet E.6

Parking Area 2 drop inlet

Remove existing

.0

+2.7

400' VC

K = 71

.5

-1.6923%

500' VC

K = 113

SSD = 493'

.5

200' VC

K = 82

PRELIM

IN

ARY

Not For

Con str uc

NTL CUT S-1

NTL DH-6

P T

.4

P C

.0

0 P

T

.8

P C

.0

P T

.7

P C

.3

P T

.6

D

R= 12,000.00'

T= 164.48'

L= 328.95' e= NC

D

R= 6,000.00'

T= 99.39'

L= 198.77' e= NC

D

R= 1,000.00'

T= 31.33'

L= 62.65' e= 0.042

D

R= 1,300.00'

T= 270.44'

L= 533.28' e= 0.038

N

CUYD

EXC.

CUYD

EMB.

210+00 205+00 200+00 195+00

760 760

765 765

770 770

775 775

780 780

785 785

790 790

795 795

D.10

STATE PROJECT

M a y

A

M w f0 fc .d g n

U

S S u r

B E e c k e d b

T H

O M

P S s ig n e d b y

CP

98033CP

98031

CP

98032

Line to be constructed

See sheet E.2

Granite Creek Rd

Approach 10+00

Mainline 202+92 =

P ip e C u lv e r t

P ip e C u lv e r t

P ip e C u lv e r t

Profile grade

Existing ground

See sheet K.2

Special rock embankment, type 2, LT

See sheet K.2

Special rock embankment, type 2, LT

H W

.9 f t

Q c fs

P ip e C u lv e r t

P ip e C u lv e r t

See sheet C.7

Subgrade stabilization, type 2

A

See sheet K.3

Rock buttress, type 1, RT

288 (Includes 123 for approach road 202+92 RT) 24

1,034 (Includes 9 for approach road 202+92 RT)

.7

+0.7500% -0.7857%

100' VC

K = 65

SSD = 753'

.0

150' VC

K = 103

.0

+0.6667% -0.6000%

100' VC

K = 79

SSD = 902'

.5

150' VC

K = 64

.2

+1.759 3%

-1.3636%

180' VC

K = 58

SSD = 436'

PRELIM

IN

ARY

Not For

Con str uc

P C

.3

P T

.4

P C

.2

P T

.6

P C

.4

P T

.7

P C

.1

P T

.2

P C

.6

P T

.4

P C

.2

5P

T

.3

D

R= 1,000.00'

T= 68.68'

L= 137.14' e= 0.042

D

R= 600.00'

T= 60.41'

L= 120.41' e= 0.052

D

R= 400.00'

T= 43.33'

L= 86.33' e= 0.060

D

R= 800.00'

T= 39.55'

L= 79.03' e= 0.046

D

R= 400.00'

T= 41.02'

L= 81.76' e= 0.060

D

R= 400.00'

T= 29.62'

L= 59.14' e= 0.060

N

CUYD

EXC.

CUYD

EMB.

225+00 220+00 215+00 210+00

760 760

765 765

770 770

775 775

780 780

785 785

790 790

795 795

D.11

STATE PROJECT

M a y

A

M w f0 fd .d g n

U

S S u r

B E e c k e d b

T H

O M

P S s ig n e d b y

CP

98035

CP

98034

P ip e C u lv e r t

P ip e C u lv e r t

P ip e C u lv e r t

P ip e C u lv e r t

P ip e C u lv e r t

Profile grade

Existing ground

See sheet K.2

Special rock embankment, type 2, LT

See sheet K.2

Special rock embankment, type 2, LT

See sheet K.2

Special rock embankment, type 2, LT

84 684

Line to be constructed

See sheet K.2

Special rock embankment, type 2, LT

See sheet K.3

Rock buttress, type 2, RT

See sheet K.7

Rolled erosion control product, type 4, RT

See sheet K.7

Rolled erosion control product, type 3.B, RT

See sheet K.7

Rolled erosion control product, type 3.B, RT

3,077

.7

-1.3636%

150' VC

K = 68

.2

+0.8333% -0.5714%

100' VC

K = 71

SSD = 818'

.2

100' VC

K = 59

.7

+1.1111% -0.8571%

150' VC

K = 76

SSD = 623'

.2

+0.5000%

100' VC

K = 74

.0

-2.8750%

150' VC

K = 44

SSD = 395'

.2

-0.5875%

150' VC

K = 66

PRELIM

IN

ARY

Not For

Con str uc

I

W C

D

R= 275.00'

T= 93.86'

L= 180.90'

5P

T

.3

P C

.8

P T

.5

P C

.6

P T

.5

P C

.0

P T

.4

P C

.8

P T

.8

D

R= 275.00'

T= 62.37'

L= 122.66' e= 0.060 e= 0.060

D

R= 275.00'

T= 105.44'

L= 201.37' e= 0.060

D

R= 275.00'

T= 95.04'

L= 183.01' e= 0.060

N

CUYD

EXC.

CUYD

EMB.

240+00 235+00 230+00 225+00

760 760

765 765

770 770

775 775

780 780

785 785

790 790

795 795

D.12

STATE PROJECT

M a y

A

M w f0 fe .d g n

U

S S u r

B E e c k e d b

T H

O M

P S s ig n e d b y

CP

98036

CP CP

98037 98038

CP

98039

See sheet K.1

Curb and gutter, RT

Snoqualm ie River

M iddle Fork

See sheet K.4

Deep patch, LT

P ip e C u lv e r t

Existing ground

Profile grade

See sheet K.1

Curb and gutter, RT

See sheet E.6

Parking Area 3

See sheet E.6

Parking Area 4

See sheet K.2

Special rock embankment, type 3, LT

See sheet K.2

Special rock embankment, type 3, LT

See sheet K.7

Rolled erosion control product, type 4, RT

T GR LT

GR RT

GR LT

GR RT

T

Line to be constructed

I n le t, t y p e

B

R T

P ip e C u lv e r t

1,150 1,203

1,223 d e b r is c a g e

R T

M a n h o le w it h

P ip e C u lv e r t

.9

-0.5875%

100' VC

K = 156

SSD = 1733'

.7

-1.2286%

150' VC

K = 82 2

.2

+0.6000% -0.2059%

100' VC

K = 124

SSD = 1389'

PRELIM

IN

ARY

Not For

Con str uc

N

U T

S

P C

.1

P T

.6

P C

.2

P R

C

.6

0 P

T

.7

P C

.0

P T

.5

D

R= 8,000.00'

T= 51.25'

L= 102.49' e= NC

D

R= 5,000.00'

T= 67.71'

L= 135.42' e= NC

D

R= 5,000.00'

T= 78.06'

L= 156.10' e= NC

D

R= 10,000.00'

T= 60.70'

L= 121.40' e= NC

N

CUYD

EXC.

CUYD

EMB.

255+00 250+00 245+00 240+00

760 780

765 785

770 790

775 795

780 800

785 805

790 810

795 815

D.13

STATE PROJECT

M a y

A

M w f0 ff .d g n

U

S S u r

B E e c k e d b

T H

O M

P S s ig n e d b y

CP

98040 98041

CP

P ip e C u lv e r t

C u lv e r t

P ip

Existing ground

Profile grade

Existing ground

Profile grade

H W

.6 f t

Q c fs

P ip e C u lv e r t

Line to be constructed

See sheet E.6

Parking Area 5

See sheet K.7

Rolled erosion control product, type 4, RT2

238 547

4,044

.5

200' VC

K = 55

.0

+3.4

0%

+1.1818

300' VC

K = 135

SSD = 636'

.2

+2.9

%100' VC

K = 58

.5

+2.9

+1.87 50%

500' VC

K = 486

SSD = 1298'

PRELIM

IN

ARY

Not For

Con str uc

L

H-8

P C

.0

P T

.6

P C

.1

P T

.4

P C

.4

P T

.7

P C

.0

P T

.4

D

R= 700.00'

T= 96.92'

L= 192.61' e= 0.050

D

R= 800.00'

T= 116.45'

L= 231.28' e= 0.046

D

R= 2,000.00'

T= 146.90'

L= 293.28' e= 0.028 D

R= 5,000.00'

T= 71.20'

L= 142.39' e= NC

N

CUYD

EXC.

CUYD

EMB.

270+00 265+00 260+00 255+00

785 785

790 790

795 795

800 800

805 805

810 810

815 815

820 820

D.14

STATE PROJECT

M a y

A

M w f0 fg .d g n

U

S S u r

B E e c k e d b

T H

O M

P S s ig n e d b y

CP

98042

CP

98043

CP

98044

Snoqualmie River

Middle Fork

P ip e C u lv e r t

P ip e C u lv e r t

Existing ground

Profile grade

See sheet K.2

Special rock embankment, type 1, RT

H W

.5 f t

Q c fs

P ip e C u lv e r t

H W

.6 f t

Q

P ip e C u lv e r t

See sheet E.6

Parking Area 6

GR LT

GR RT

T GR LT

GR RT

Line to be constructed

105 165 23

3,209

.7

+1.87 50%

-1.8182%

200' VC

K = 54

SSD = 392'

.7

200' VC

K = 51

.5

+2.07 69%

-4.5714%

200' VC

K = 30

SSD = 262'

.5

+1.0000%

300' VC

K = 54

100' VC

K = 100

.0

PRELIM

IN

ARY

Not For

Con str uc

-13

-14

-15

-16

-17

-18

-19

-20

-21

-22

-23

-24

-25

-26

-27

-28

N T L

H-9

P

.4

P C

.3

P T

.3

P C

.8

P T

.1

P C

.7

P T

.0

P C

.2

P T

.2

D

R= 5,000.00'

T= 49.49'

L= 98.98' e= NC

D

R= 1,500.00'

T= 258.16'

L= 511.32' e= 0.034

D

R= 235.00'

T= 48.29'

L= 95.26' e= 0.060

D

R= 235.00'

T= 60.82'

L= 119.03' e= 0.060

N

CUYD

EXC.

CUYD

EMB.

285+00 280+00 275+00 270+00

800 800

805 805

810 810

815 815

820 820

825 825

830 830

835 835

D.15

STATE PROJECT

M a y

A

M w f0 fh .d g n

U

S S u r

B E e c k e d b

T H

O M

P S s ig n e d b y

CP

98045 CP

98046

CP

98047

98048

CP

Snoqualmie River Middle Fork

See sheet K.1

Curb and gutter, RT

See sheet K.1

Curb and gutter, RT2

See sheet K.4

Deep patch, LT

See sheet J.3

Mechanically stabilized earth wall, welded wire face, LT

GR LT

GR RT

GR LT

GR RT

Existing ground

Profile grade

H W

.8 f t

Q c fs

P ip e C u lv e r t

See sheet I.1

Moment slab guardrail, LT

ST

See sheet K.7

Rolled erosion control product, type 4, RT

C u lv e r t

P ip e

6,373 4

Line to be constructed

See sheet K.8 rigid galvanized steel

Install conduit, 2-inch, Do not disturb

USGS Guaging Station

I n le t, t y p e

B

R T

P ip e C u lv e r t

I n le t, t y p e

B

R T

P ip e C u lv e r t

CP

28402

+2.00 00%

.0

100' VC

K = 200

SSD = 2208'

.2

+1.500 0%

100' VC

K = 67

.4

+3.0

+1.2090

100' VC

K = 56

SSD = 652' 2

.5

100' VC

K = 89

.7

+2.33 33%

100' VC

K = 59

SSD = 682'

.0

+0.6250%

200' VC

K = 57

+4.1

9%

100' VC

K = 100

270+00

798.00

PRELIM

IN

ARY

Not For

Con str uc

B-27

B-29

B-30

B-31

P C

.9

P T

.7

P C

.9

PT

.3

R= 350.00'

T= 142.61'

L= 270.84'

D e= 0.060

R= 300.00'

T= 219.05'

L= 378.41'

D e= 0.060

N

CUYD

EXC.

CUYD

EMB.

300+00 295+00 290+00 285+00

810 810

815 815

820 820

825 825

830 830

835 835

840 840

845 845

D.16

STATE PROJECT

M a y

A

M w f0 fi .d g n

U

S S u r

B E e c k e d b

T H

O M

P S s ig n e d b y

CP

98049

CP

98050

98051

CP

98052

CP

CP

98053

CP

98054

Line to be constructed

Snoqualmie River Middle Fork

See sheet K.4

Deep patch, LT 2

T GR LT

GR RTGR RT

GR LT

C u lv e r t

P

P ip e C u lv e r t

Profile grade

Existing ground

See sheet K.2

Special rock embankment, type 2, LT

See sheet K.2

Special rock embankment, type 2, LT

H W

.2 f t

Q c fs

P ip e C u lv e r t

H W

.7 f t

Q c fs

P ip e C u lv e r t

H W

.7 f t

Q c fs

P ip e C u lv e r t

See sheet I.1

Moment slab guardrail, LT

ST

See sheet J.3

Mechanically stabilized earth wall, welded wire face, LT2

See sheet K.2

Special rock embankment, type 3, LT

See sheet K.7

Rolled erosion control product, type 4, RT

ST

See sheet I.2

Moment slab guardrail, LT

ST

See sheet H.21

Standard underdrain system, type 2, RT

5,668

2,505

.2

-0.1667%

150' VC

K = 35

SSD = 325'

.0

150' VC

K = 56

.7

+2.50 00%

-0.7200%

150' VC

K = 47

SSD = 410'

.2

+2.10 00%

150' VC

K = 53

PRELIM

IN

ARY

Not For

Con str uc

P C

.5

P T

.1

D

R= 800.00'

T= 168.18'

L= 331.53' e= 0.046

N

CUYD

EXC.

CUYD

EMB.

315+00 310+00 305+00 300+00

810 810

815 815

820 820

825 825

830 830

835 835

840 840

845 845

D.17

STATE PROJECT

M a y

A

M w f0 fj .d g n

U

S S u r

B E e c k e d b

T H

O M

P S s ig n e d b y

CP

98055

CP

98056

Line to be constructed

P ip e C u lv e r t

P ip e C u lv e r t

P ip e C u lv e r t

Existing ground

Profile grade

See sheet E.6

Parking Area 7

See sheet H.21

Standard underdrain system, type 2, LT

See sheet H.21

Standard underdrain system, type 2, RT

3,666

.0

+2.10 00%

1,000' VC

K = 215

SSD = 682'

.0

-2.5455%

-0.5833%

100' VC

K = 51

.2

+0.4857%100' VC

K = 94

PRELIM

IN

ARY

Not For

Con str uc

0 P

C

.0

P T

.4

P C

.3

D

R= 10,000.00'

T= 28.21'

L= 56.41' e= NC

N

CUYD

EXC.

CUYD

EMB.

330+00 325+00 320+00 315+00

810 810

815 815

820 820

825 825

830 830

835 835

840 840

845 845

D.18

STATE PROJECT

M a y

A

M w f0 fk .d g n

U

S S u r

B E e c k e d b

T H

O M

P S s ig n e d b y

CPCP

98057

CP

98058

98059 CP

98060

S n o q u a lm ie R iv e r

M id d le F o rk

.3

Snoqualmie River

Middle Fork

.3

T ST

T ST

TST

TST

GR LT

GR RT

GR LT

GR RT

P ip e C u lv e r t

P ip e C u lv e r t

Profile grade

Existing ground

Line to be constructed

See sheet E.6

Parking Area 8

See sheet E.6

Parking Area 9

A

A

116 35

3,203 162

See sheet G.1

Rehabilitate bridge deck

Existing 326+00 Bridge

See sheet G.1

Rehabilitate bridge deck

Existing 326+00 Bridge

.5

+0.4857% -0.5000%

100' VC

K = 101

SSD = 1145'

.0

100' VC

K = 88

.7

+0.6364%

100' VC

K = 233

SSD = 2566'

.9

+0.2075% +0.2215%

.5

100' VC

K = 63

.7

PRELIM

IN

ARY

Not For

Con str uc

P C

.3

P T

.7

P C

.5

D

R= 2,000.00'

T= 238.34'

L= 474.45' e= 0.028

N

CUYD

EXC.

CUYD

EMB.

345+00 340+00 335+00 330+00

825 825

830 830

835 835

840 840

845 845

850 850

855 855

860 860

D.19

STATE PROJECT

M a y

A

M w f0 fl .d g n

U

S S u r

B E e c k e d b

T H

O M

P S s ig n e d b y

CP

9806398062

CP

CP

P ip e C u lv e r t

Existing ground

Profile grade

.6

.8

5 2

Line to be constructed

75 3

1,057

H W

.1 f t

Q c fs f t s p a n x f t r is e b o x c u lv e r t

28403

Remove bridge.

Existing 344+00 Bridge.

Remove bridge.

Bridge.Existing 344+00

.7

+1.81 82%

+1.541 7%

100' VC

K = 362

SSD = 3952'

.0

+0.9583%

100' VC

K = 171

SSD = 1900'

100' VC

K = 63

.7

PRELIM

IN

ARY

Not For

Con str uc

P C

.5

P T

.7

5 P

C

.1

D

R= 10,000.00'

T= 23.62'

L= 47.25' e= NC

L= 373.51'

D

R= 900.00'

T= 189.48' e= 0.044

N

CUYD

EXC.

CUYD

EMB.

360+00 355+00 350+00 345+00

840 840

845 845

850 850

855 855

860 860

865 865

870 870

875 875

D.20

STATE PROJECT

M a y

A

M w f0 fm .d g n

U

S S u r

B E e c k e d b

T H

O M

P S s ig n e d b y

CP

98065

98064

CP

P ip e C u lv e r t

P ip e C u lv e r t

Profile grade

Existing ground

Line to be constructed

P ip e C u lv e r t

.7

+0.9583%

+0.4167%

100' VC

K = 185

SSD = 2042'

.2

-0.2000%

100' VC

K = 162

SSD = 1800'

.7

+0.5000%

100' VC

K = 143

PRELIM

IN

ARY

Not For

Con str uc

P T

.6

P C

.0

P T

.9

P C

.2

P T

.4

P C

.2

P T

.0

5 P

C

.6

D

R= 900.00'

T= 189.48'

L= 373.51' e= 0.044

D

R= 800.00'

T= 33.97'

L= 67.90' e= 0.046

D

R= 275.00'

T= 154.29'

L= 281.21' e= 0.060

D

R= 400.00'

T= 123.58'

L= 239.72' e= 0.060

N

CUYD

EXC.

CUYD

EMB.

375+00 370+00 365+00 360+00

850 850

855 855

860 860

865 865

870 870

875 875

880 880

885 885

D.21

STATE PROJECT

M a y

A

M w f0 fn .d g n

U

S S u r

B E e c k e d b

T H

O M

P S s ig n e d b y

CP

98066

CP

98067 CP

98068

CP

98069

CP

98070

See sheet K.4

Deep patch, RT

P ip e C u lv e r t

P ip e C u lv e r t

P ip e C u lv e r t

C u lv e r t

P

P ip e C u lv e r t

See sheet K.2

Special rock embankment, type 2, RT

See sheet K.2

Special rock embankment, type 2, RT

Line to be constructed

See sheet K.1

Curb and gutter, LT

Profile grade

Existing ground

42 47 27

2,086

+1.3488

.7

-0.4583%

200' VC

K = 209

SSD = 1226'

.0

400' VC

K = 124

.7

+2.7

100' VC

K = 71

SSD = 812'

+0.5000%

PRELIM

IN

ARY

Not For

Con str uc

N

P C

.6

P T

.4

P C

.4

0 P

T

.9

5 P

C

.1

P T

.4

P C

.6

D

R= 500.00'

T= 71.90'

L= 142.81' e= 0.056

D

R= 2,000.00'

T= 95.29'

L= 190.43' e= 0.028

D

R= 800.00'

T= 24.16'

L= 48.31' e= 0.046

R= 380.00'

D

T= 106.12'

L= 206.97' e= 0.060

N

CUYD

EXC.

CUYD

EMB.

390+00 385+00 380+00 375+00

865 865

870 870

875 875

880 880

885 885

890 890

895 895

900 900

D.22

STATE PROJECT

M a y

A

M w f0 fo .d g n

U

S S u r

B E e c k e d b

T H

O M

P S s ig n e d b y

CP

98071

CP

98072

CP

98073

Line to be constructed

See sheet K.4

Deep patch, RT

P ip e C u lv e r t

P ip e C u lv e r t

P ip e C u lv e r t

Existing ground

Profile grade

See sheet K.2

Special rock embankment, type 2, RT

See sheet K.2

Special rock embankment, type 2, RT

9 2 42 7 82

1,950

P ip e C u lv e r t

.2

+1.3488

+0.6571%

100' VC

K = 145

SSD = 1610'

PRELIM

IN

ARY

Not For

Con str uc

P T

.5

P C

.1

P T

.6

P C

.8

P T

.1

P C

.3

P T

.4

P C

.7

P T

.6

D

R= 380.00'

T= 106.12'

L= 206.97' e= 0.060

D

R= 175.00'

T= 60.55'

L= 116.59' e= 0.060

D

R= 380.00'

T= 57.08'

L= 113.32' e= 0.060

D

R= 340.00'

T= 54.50'

L= 108.08' e= 0.040

D

R= 425.00'

T= 243.97'

L= 442.96' e= 0.060

N

CUYD

EXC.

CUYD

EMB.

405+00 400+00 395+00 390+00

865 885

870 890

875 895

880 900

885 905

890 910

895 915

900 920

D.23

STATE PROJECT

M a y

A

M w f0 fp .d g n

U

S S u r

B E e c k e d b

T H

O M

P S s ig n e d b y

CP

98074

CP

98075

CP

98076

CP

98077

CP

98078

CP

98079

C u lv e r t

P

P ip e C u lv e r t

Profile grade

Existing ground

Existing ground

Profile grade

See sheet K.4

Deep patch, RT

See sheet K.2

Special rock embankment, type 2, RT

See sheet K.2

Special rock embankment, type 2, RT

Line to be constructed

See sheet K.2

Special rock embankment, type 1, RT

See sheet K.4

Deep patch, RT

See sheet K.2

Special rock embankment, type 2, RT

C u lv e r t

P ip e

82 3,257

6,407

.0

+0.6571%

-6.6429%

250' VC

K = 34

SSD = 273'

.7

.7

%400' VC

K = 26

.0

.7

-5.1111%

550' VC

K = 40

SSD = 293'

PRELIM

IN

ARY

Not For

Con str uc