Plans_1_of_2__WA_PRA_MORA_14(6).pdf

SPECIFICATION:

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

Standard Specifications for Construction

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLANS PREPARED BY

COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

Project Location

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

MOUNT RAINIER NATIONAL PARK

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

PLANS FOR PROPOSED PROJECT

Index to Sheets

See Sheet A.2 for

B. CHON

N

Pass

Cayuse Pass

Chinook

Enumclaw

Buckley

Carbonado

Ashford

Packwood

Cliffdell

PIERCE

LEWIS

YAKIMA

FOREST

NATIONAL

WENATCHEE

PARK

NATIONAL

MT. RAINIER

25201510505

SCALE IN MILES

NATIONAL

PARK

SERVICE

Department of the Interior

Longmire

Paradise

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

e (max)

V

SADT 2012

0.060

40 MPH

<3,000

A.1

STATE PROJECT

NUMBER

SHEET

WA

PRA MORA 14(6)

m o r a a a .d g n

U

S S u r

D

N A

M E

C h e c k e d b y d a te n m e s ig n e d b y

Roadway Stabilization, Utilities, Stone Masonry, and Drainage.

Mill and Overlay, Grading, Base, Paving, APPROVED:

DATE

DATE

DATE

National Park Service

Regional Director, Pacific West Region, RECOMMENDED:

DATE

Western Federal Lands Highway Division

Director, Project Delivery, National Park Service

Project Manager, Denver Service Center

Mount Rainier National Park

Superintendent, NPS PMIS NO. 082112

WA PRA MORA 14(6)

SCHEDULE B - LENGTH 6.553 MILES

SCHEDULE A - LENGTH 9.789 MILES

WASHINGTON

PIERCE and LEWIS COUNTIES

PROJECT LOCATION

for Vicinity Map See Sheet A.4

PHASE I

NISQUALLY TO PARADISE ROAD

NPS PMIS No. 082112 NPS Drwg. No. 105/100683

Not F or C on st ru ct io n

PRELI

MI

NARY

INDEX TO SHEETS

A.2

STATE PROJECT

WA PRA MORA 14(6)

m o r a a a .d g n

U

S S u r e c k e d b y d te

S lm o n T e s ig n e d b y

M. PERMANENT TRAFFIC CONTROL

L. TEMPORARY TRAFFIC CONTROL

K. UTILITIES

J. BRIDGE REHABILITATION

I. RETAINING WALLS

H. SAFETY

G. DRAINAGE

F.6

F.5

F.2-4

F.1

E.7

E.5-6

E.3-4

E.2

E.1

D.6-7

D.5

D.2-4

D.1

C.11

C.9-10

C.7-8

C.6

C.4-5

C.3

C.2

C.1

B.1-10

A.4-5

A.3

A.2

A.1

NPS PMIS Pkg. No. 82112 NPS Drwg. No. 105/100683

SIGN INSTALLATION

PAVEMENT MARKING DETAILS

PERMANENT PROJECT SIGNING

TABULATION OF QUANTITIES

ALLOWABLE WORK SCHEDULE FOR 2014 & 2015

SIGN INSTALLATION DETAILS

WORK ZONE TRAFFIC CONTROL DETAILS

TEMPORARY PROJECT SIGNS

TEMPORARY SIGN LOCATION PLAN

AREA SIGING MAP

TABULATION OF QUANTITIES

VEHICLE SENSOR DETAILS

BRIDGE UNTILITY HANGER BRACKET DETAILS

UNTILITY TRENCH

ELECTRICAL VAULT DETAILS

UTILITY VAULT DETAILS

UTILITY PLANS

TABULATION OF QUANTITIES

KAUTZ CREEK BRIDGE

TAHOMA CREEK BRIDGE

SUMMARY OF QUANTITIES/GENERAL NOTES

RICKSECKER POINT LOOP ROAD MSE WALL

STEEL BACKED LOG RAIL DETAILS

KAUTZ CREEK BARRIER PLAN

STANDARD DRAWINGS (602-1, 2, 3)

CATCH BASIN DETAILS

DRAINAGE DETAILS

STANDARD UNDERDRAIN

STONE MASONRY HEADWALL DETAILS

LONGMIRE BOX CULVERT

NEW TAHOMA CREEK CULVERT REPLACEMENT DETAILS

DRAINAGE PLAN

TABULATION OF DRAINAGE QUANTITIES

M.8

M.6-7

M.3-5

M.1-2

L.9-10

L.8

L.5-7

L.4

L.3

L.2

L.1

K.10

K.9

K.7-8

K.6

K.5

K.2-4

K.1

J.4-5

J.2-3

J.1

I.1-2

H.2-4

H.1

G.17-19

G.15-16

G.14

G.13

G.12

G.11

G.7-10

G.4-6

G.1-3

F. SOIL EROSION AND SEDIMENT CONTROL

E. TURNOUT/PARKING AREA DETAILS

D. PLAN SHEETS

C. TYPICAL SECTIONS

B. SUMMARIES

A. GENERAL INFORMATION

SILT FENCE DETAILS

SEDIMENT LOG BARRIER

SOIL EROSION AND SEDIMENT CONTROL PLANS

TABULATION OF QUANTITIES

MP 6.1 TURNOUT

PARKING AREA & ENTRY STATION DETAILS

KAUTZ CREEK PARKING AREA

NISQUALLY ENTRANCE STATION SITE

TABULATION OF QUANTITIES

PLAN SHEETS - PARADISE VALLEY ROAD

PLAN SHEETS - RICKSECKER POINT LOOP ROAD

PLAN SHEETS - NISQUALLY TO PARADISE ROAD

TABULATION OF QUANTITIES

TYPICAL SECTIONS

RICKSECKER POINT LOOP ROAD & PARADISE LOOP ROAD

KAUTZ CREEK ARMORING

DEEP PATCH DETAILS

SUBEXCAVATION DETAILS

SUBGRADE REINFORCEMENT

MAINLINE TYPICAL SECTION DETAILS

NISQUALLY TO PARADISE ROAD TYPICAL SECTIONS

TABULATION OF QUANTITIES

SUMMARY OF QUANTITIES

VICINITY MAPS

PLAN SYMBOLS AND ABBREVIATIONS

TITLE SHEET

P

RELIM

IN

ARY

Not For

Con str uc tio

SCALE IN MILES

1 0 1 2 3 4

Y R

A D

N U

O B

NREDLIW

HSO

TA

T

E D I

S T

S E

W

D

A O

R daoR noyn s nevetS

T.14.N

T.15.N

T.14.N

T.15.N

R .9 .E

R .1

.E

T.15.N

T.16.N

T.15.N

T.16.N

R .7 .E

R .8 .E

R .9 .E

R .1

.E

LEWIS CO

PIERCE CO

M O

U

T

R

I N

I

T I

O N

A L

P

A R

K

S N

O Q

U A

L M

I

T I

O N

A L

F

O R

E S

T

NATIONAL FOREST

GIFFORD PINCHOT

NATIONAL FOREST

SNOQUALMIE

M O U N T R A I N I E R

Longmire

Paradise

M OUNT RAINIER NATIONAL PARK

R .8 .E

R .9 .E

Canyon Box m il e s

T o E n u m c la w m ile s

To Y ak am a m il e s

T o P a c k w o o d 1 m ile s

T o W h ite P a ss

14 miles

To Elbe

NPS PMIS No. 082112 NPS Drwg. No. 105/100683 d a o y n s e v e t

S

Station

Entrance

Canyon

Stevens

Station

Entrance

Nisqually

Cayuse Pass

VICINITY MAP

A.4

STATE PROJECT

m o r a a c .d g n

U

S S u r e c k e d b y s ig n e d b y

SCHEDULE A

RICKSECKER POINT LOOP ROAD

0+00 BEGIN

SCHEDULE A

PARADISE VALLEY ROAD

116+42 End

SCHEDULE A

PARADISE VALLEY ROAD

0+00 BEGIN

SCHEDULE A

RICKSECKER POINT LOOP ROAD

63+44 END

(See sheet A.5)

Kautz Creek Service Area

SCHEDULE A & B

WA PRA MORA 14(6)

0+00

BEGIN PROJECT

SCHEDULE A & B

346+00

SUSPEND PROJECT

IN

ARY

Not For

Con str uc

IN

ARY

Not For

Con str uc

NO SCALE

C.2

STATE PROJECT

m o r a c b .d g n

U

S I n t2

D

D A

T E

N A

M E

C h e c k e d b y

D A

T E

N A

M E

D e s ig n e d b y

NPS PMIS No. 082112 NPS Drwg. No. 105/100683

LC

Shoulder Travel lane Travel lane Shoulder

1' 1'11'

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

Existing ground

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

Aggregate topsoil course

Aggregate topsoil course

Existing ground

FOOTNOTE:

Profile grade

Typical utility trench, see K Sheets for details flush to pavement surface.

Shoulder foreslope varies. Place compacted aggregate topsoil placement or to the extents of ditch cleaning, when directed by CO.

Construction limits are to the extents of shoulder aggregate

Tack Coat Grade CSS-1, CSS-1h, SS-1, or SS-1h sheet C.3

See safety edge detail on direct burial power cables

Existing 13.5KV

25+80 to 251+00

11'

TYPICAL SECTION

ROAD

NISQUALLY TO PARADISE

direct burial power cables

Existing 13.5KV

251+00 to 332+50

-inch compacted depth2

10.3 to < 3 Million ESAL, 1

Nominal Maximum Size Aggregate, -inch4 3-inch or 2

1Superpave Pavement, Va rie s

0+00 to 346+00

TYPICAL MAINLINE SECTION

IN

ARY

Not For

Con str uc

LC

C.3

STATE PROJECT

PRA-MORA 14(6)

m o r a c c .d g n

U

S I n t2

D e c k e d b y s ig n r s ig n e d b y

NPS PMIS. No. 082112 NPS Drwg. No. 105/100683

Repair width varies

Aggregate topsoil course

DETAILS

TYPICAL SECTION

Super

LC

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

V a rie s

Va rie s

1 1

Existing ground

Cement treated base

3'

Varies

Aggregate topsoil

SAFETY EDGE DETAIL

Existing pavement structure

SHOULDER RECONDITIONING

Superpave pavement

Tack coat

PAVEMENT CONNECTION DETAIL

B e g in t a p e r

S a w c u t jo in t pavement

Existing

10' existing pavement

Tack coat, apply to

Aggregate-topsoil course, 3"

Size Aggregate, 0.3 to <3 Million ESAL, 2" compacted depth

Superpave Pavement, 1/2-inch or 3/4-inch Nominal Maximum directed by CO and conserve as recycled aggregate base as

Mill up to a depth of 3" of pavement structure

Typical Section

See Mainline

Traveled way: 12'

30° thru transition

" depth2 1Taper mill to 1

(Locations, as directed by CO)

TYPICAL SECTION

DISTRESSED PAVEMENT REPAIR

between pavement lifts

Tack coat, apply

Course, depth and location varies

MACP Grading E, Wedge and Leveling

IN

ARY

Not For

Con str uc

NOTE:

FOOTNOTE:

Travel lane Travel lane Shoulder

Super %Super %

SUBGRADE REINFORCEMENT

TYPICAL SECTIONS

NO SCALE

S h o u ld e r

11' 11' 1'

LC

1.

SUBGRADE REINFORCEMENT - FULL WIDTH

TYPICAL SECTION

NPS PMIS No. 082112 NPS Drwg. No. 105/100683

C.5

STATE PROJECT

m o r a c d .d g n

U

S I n t2

D e c k e d b y s ig n r s ig n e d b y

SUBGRADE REINFORCEMENT - 1/2 WIDTH

TYPICAL SECTION

11' 11' 1'

Shoulder Travel lane Travel lane Shoulder

Super % Super %

1'

LC

Geogrid

Finish grade

Recycled aggregate base, 5" compacted depth this sheet

See shoulder slope detail

Variable

SHOULDER SLOPE DETAIL

Geogrid 2

PAVEMENT SECTION DETAIL

SUBGRADE REINFORCEMENT

Existing subgrade

5" Compacted Depth

Recycled Aggregate Base

Paradise Valley Road paved width varies (16' to 20')

Adjust slope to fit existing topography.

Match existing superelevation or crown at 2%.

Place geogrid according to Section 207.

2 equal lifts

5" compacted depth, place in

Minor Hot Asphalt Concrete detail this sheet

See shoulder slope Finish grade

Mainline Typical Section

See Sheet C.1 for place flush to top of final pavement

Aggregate topsoil course, Width subgrade reinforcement)2 112' (

(temporary driving surface). See note 1

5" compacted depth

Minor Hot Asphalt Concrete, -inch compacted depth.2 1 5. Place Superpave pavement, 1 as temporary driving surface.

4. Place Hot asphalt concrete pavement, 5-inch compacted depth

3. Place 5-inch of conserved recycled aggregate base.

2. Install geogrid.

recycled aggregate base. See Section 310.

1. Mill and conserve top 10-inch of pavement structure as follows:

Construction sequence for subgrade reinforcement areas as

"-inch compacted depth2 -1Size Aggregate, 0.3 to <3 Million ESAL, 1

Superpave Pavement, 1/2-inch or 3/4-inch Nominal Maximum

IN

ARY

Not For

Con str uc

SUBEXCAVATION TRANSITION DETAIL

FOOTNOTE:

PROFILE

NPS PMIS No. 08112 NPS Drwg. No. 105/100683 and Full Width2

TYPICAL SECTION

SUBEXCAVATION AREA

C.6

STATE PROJECT

m o r a c e .d g n

U

S I n t2

D e c k e d b y lm o n T e s ig n e d b y

2 Place Geogrid according to Seciton 207.

Match existing superelevation.

DETAILS

SUBEXCAVATION

Super Super Existing ground

LC

Select Borrow, 15" compacted depth

Earthwork Geotextile, Type I-A (nonwoven)

1 1

Profile grade

(subgrade stabilization)

Geogrid, biaxial 6" compacted depth

Recycled aggregate base, S u b e x c a v a ti o n d e p th

Existing pavement grade

2:

1 2:1

15" compacted depth

Select Borrow, Geogrid, biaxial

Type I-A (nonwoven)

Earthwork Geotextile, TaperTaper

S T

A B I L I Z

A T I O

N

B E

G I N S

U B

G R

A

A B I L I Z

A T I O

N

E N

D S

U B

G R

A

13' typ.13' typ.

26' - Full width subexcavation

1:3 1:3 in 2 equal lifts

5" compacted depth, place

Minor Hot Asphalt Concrete

1.

Width subexcavation2 113' -

NO SCALE

Detail on Sheet C.4

See Shoulder Slope

" compacted depth2

10.3 to <3 Million ESAL, 1

Nominal Maximum Size Aggregate, -inch 4 3-inch or 2

1Superpave Pavement, stream and culvert outfall.

install sediment logs every 10 feet downgrade of work until reaching

Where subexcavation work is within 50 feet of surface waters (streams), Saw cut all pavement joints.

quantities.

Quantities carried forward to typical section tabulation of

Transition tapers included in lengths shown for subexcavation.

Place geotextile and geogrid according to Section 207.

See Sheet C.2 for finished roadway dimensions.

.-inch compacted depth2 1 8. Place Superpave pavement, 1 temporary driving surface.

6. Place Minor Hot Asphalt Concrete, 5-inch compacted depth as

5. Place roadway aggregate.

4. Place Geogrid.

2. Line excavation with geotextile.

pavement elevation.

1. Subexcavate to 2-feet 2-inch below the top of existing

Construction sequence for subexcavation areas as follows:

7.

6.

5.

4.

3.

2.

IN

ARY

Not For

Con str uc

LC

6' Lap (typ.)

ty p

24'

LC

6' Lap (typ.)

0.5

Geogrid width)2 114' (

3 LAYER DEEP PATCH

2 LAYER DEEP PATCH

C.8

STATE PROJECT

m o r a c f.

d g n

U

S S u r ft

D e c k e d b y lm s ig n e d b y

PAVEMENT SECTION DETAIL

DEEP PATCH AREA

NPS PMIS No. 082112 NPS Drwg. No. 105/100683

Select Borrow

5" Compacted Depth

Recycled Aggregate Base, Extend top Geogrid lap to back of excavation.

Width varies, see table on Sheet C.6

Select Borrow

Select Borrow

Geotextile, Type III-A

FOOTNOTE:

in 2 equal lifts

5" compacted depth, place

Minor Hot Asphalt Concrete

DETAILS

DEEP PATCH

ty p with Geotextile, Type III-B

Line entire excavation

" compacted depth2

Maximum Aggregate Size, 0.3 to <3 Million ESAL, -inch Nominal4 3-inch or 2

1Superpave Pavement, outfall.

downgrade of work until reaching stream and culvert waters (streams), install sediment logs every 10 feet

When deep patch work is within 50 feet of surface ditch relief culvert outlet.

of ditch relief culverts, install sediment logs around

If deep patch work requires removal and replacement described work.

Construction limits extend only to the extents of the outfall.

downgrade of work until reaching stream and culvert waters (streams), install sediment logs every 10 feet

When deep patch work is within 50 feet of surface ditch relief culvert outlet.

of ditch relief culverts, install sediment logs around

If deep patch work requires removal and replacement described work.

Construction limits extend only to the extents of the

3.

2.

1.

P

RELIM

IN

ARY

Not For

Con str uc

NPS PMIS No. 08112 NPS Drwg. No. 105/100683

C.9

STATE PROJECT

m o r a c g .d g n

U

S I n t2

D e c k e d b y lm o n T e s ig n e d b y

6'

6' 1:4

Varies

Varies

12' 12'

186+00 to 189+07

KAUTZ CREEK ARMOR DETAIL

189+50 to 196+00

KAUTZ CREEK ARMOR DETAIL

6'

6' 1:4

Varies

(bottom and sides of excavated area)

Earthwork Geotextile Type IV-B

Varies

12' 12'

4'

(bottom and sides of excavated area)

Earthwork Geotextile Type IV-B

Placed riprap, Class 4

Placed riprap, Class 4

Placed riprap, class 4

ARMORING DETAILS

KAUTZ CREEK

for pavement structure

See Sheet C.2 for pavement structure

See Sheet C.2

1:4

1:4

4'6'

NOTE:

1.

Place topsoil, 4" depth

Place topsoil, 4" depth

Place topsoil, 4" depth

Place topsoil, 4" depth

FOOTNOTE:

vicinity. Have utilities located prior to any excavation.

Existing underground power line and phone cable present the

(bottom and sides of excavated area)

Earthwork Geotextile Type IV-B

(bottom and sides of excavated area)

Earthwork Geotextile Type IV-B topsoil. Subsoil fill included in Pay Item 25101-400.

Fill riprap voids with conserved subsoil before placing

IN

ARY

Not For

Con str uc

ARMORING PLAN

KAUTZ CREEK

ARMORING PLAN

KAUTZ CREEK RIPRAP

NOTE:

NPS PMIS No. 082112 NPS Drwg. No. 105/100683

FOOTNOTE:

Placed riprap, class 4 (typ.)

N

N e w K a u tz C re e k

Existing riprap headwall

Existing concrete headwall

C.10

STATE PROJECT

NUMBER

SHEET

WA PRA MORA 14(6)

A u g u s t

U

S S u r

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

C h e c k e d b y

D e s ig n e d b y

GUARDRAIL/RIPRAP DETAIL

1' see detail this sheet

Proposed guardrail, Construct riprap armoring as shown in the Staking Report.

Construct ACP water bar as directed by CO. Work included in 40401-0000.

Taper riprap to match invert elevation of existing 3 - 30" diameter culverts.

At new gaurdrail post locations, provide 1-foot clearance from riprap.

culverts with headwall

Existing 3 - 30" diameter

Construct paved water bar

Existing underground power vault

Existing underground power vault

LEGEND

(bottom and sides of excavated area)

Earthwork Geotextile Type IV-B

See Sheet C.8 for details

Placed riprap, class 4.

disturbing activities.

prevent sedimentation of New Kautz Creek prior to any ground Soil erosion and sediment control measures shall be installed to 1.

T

EXPOSED

CONCRETE

T

T

CP

26706

P

PK NAIL

CP

29122

8" IR w/RPC

IN

ARY

Not For

Con str uc

C.11

STATE PROJECT

m o r a c i.

d g n

U

S I n t2

D

D A

T E

N A

M E

C h e c k e d b y

D A

T E

N A

M E

D e s ig n e d b y

NPS PMIS No. 082112 NPS Drwg. No. 105/100683

FOOTNOTE:

TYPICAL SECTIONS

PARADISE LOOP ROAD

RICKSECKER LOOP ROAD &

Va ri es

Aggregate topsoil course

Existing ground

Existing ground

Taper mill

Existing stone masonry guardwall surface prior to overlay

Tack coat, apply to existing

TYPICAL SECTION

RICKSECKER POINT LOOP ROAD

Width varies

Width varies

TYPICAL SECTION

PARADISE LOOP ROAD

Aggregate topsoil course grade 3-feet out from wall.

-inch depth at the wall and taper to existing2 1pavement to a 1

At all masonry guardwall wall locations, mill and remove

Place compacted aggregate topsoil flush to pavement surface.

-inch compacted depth 2

10.3 to < 3 Million ESAL, 1

Nominal Maximum Size Aggregate, -inch4 3-inch or 2

1Superpave Pavement, -inch compacted depth 2

10.3 to < 3 Million ESAL, 1

Nominal Maximum Size Aggregate, -inch4 3-inch or 2

1Superpave Pavement, IN

ARY

Not For

Con str uc

W

S T S

ID

E R

O A

N

Subexcavation (FULL)

13+66 to 14+19

BEGIN PROJECT

Zone 2

Soil Isolation

Zone 1

Soil Isolation

52+80

T-1

T-2

T-3

T-4

T-5

T-6

0+00

PHASE I - SCHEDULES A & B

NISQUALLY TO PARADISE ROAD

WA PRA MORA 14(6)

see Section J

Tahoma Creek Bridge, 0+00 to 110+00

PARADISE ROAD

NISQUALLY TO

)2 1Subgrade reinforcement (

105+33 to 105+84, RT see Sheet E.2

Nisqually Entrance Station Site, Subexcavation (FULL)

5+34 to 5+59

)2 1Subgrade reinforcement (

15+40 to 16+83, RT )2

1Subexcavation (

26+57 to 26+80

Subgrade reinforcement

) 2 127+87 to 28+58, RT (

27+41 to 27+87 (FULL)

) 2 127+00 to 27+41, RT (

)2 1Subgrade reinforcement (

28+98 to 29+28, RT

)2 1Subgrade reinforcement (

32+84 to 34+03, RT pipe culvert. See Sheet G.4

Install 132" diameter

55+33

)2 1Subexcavation (

57+97 to 58+26, RT

)2 1Subgrade reinforcement (

69+93 to 70+15, LT

)2 1Subgrade reinforcement (

88+50 to 89+72, RT

D.2

STATE PROJECT

A u g u s t

U

S S u r

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

C h e c k e d b y

D e s ig n e d b y

IN

ARY

Not For

Con str uc

K

U T Z C

R E

Subexcavation (FULL)

113+85 to 114+15

Zone 3

Soil Isolation

Zone 2

Soil Isolation

137+28

N

N w/ Stone masonry headwall

127+35 - 18" CMP

3 Layer deep patch

117+56 to 119+39, RT

2 Layer deep patch (12' wide)

114+56 to 115+68, RT

2 Layer deep patch (12' wide)

121+58 to 122+54, RT

2 Layer Deep patch (12,' 18,' & 13' widths)

136+78 to 138+14, RT

T-8

2 Layer deep patch (12', 15', & 10' widths)

149+76 to 153+44, RT

T-9

T-10

T-11

2 Layer deep patch (12' wide)

163+87 to 165+58, RT

2 Layer deep patch (12' wide)

159+09 to 160+08, RT

Parking Area. See Sheet E.3

Rehabilitate Kautz Creek

Kautz Creek Bridge, See J Sheets an d i nla y, ful l w idt h See Sheet H.1 install steel backed timber guardrail.

Remove existing concrete barrier and

"New" Kautz Creek Channel.

see Sheet C.8

"New" Kautz Creek roadway armoring, 3 Layer deep patch

201+57 to 202+00, RT

2 Layer deep patch (12' wide)

205+67 to 206+13, RT

T-12 T-13

T-14

D.3

STATE PROJECT

A u g u s t

U

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

C h e c k e d b y

D e s ig n e d b y

110+00 to 230+00

PARADISE ROAD

NISQUALLY TO

)2 1Subgrade reinforcement (

115+68 to 117+56, RT

)2 1Subgrade reinforcement (

120+05 to 120+62, RT

)2 1Subgrade reinforcement (

122+54 to 123+45, RT

)2 1Subgrade reinforcement (

130+63 to 131+48, RT

)2 1Subgrade reinforcement (

131+89 to 132+90, RT

)2 1Subgrade reinforcement (

149+29 to 149+76, RT

0+ to

+00 " m ill

)2 1Subexcavation (

176+20 to 176+34, LT

)2 1Subgrade reinforcement (

199+14 to 199+77, RT

)2 1Subgrade reinforcement (

200+13 to 200+63, RT

5 1

0 2

IN

ARY

Not For

Con str uc

Z n e

S o il I s o la ti o n

Z o n e

S o il I s o la ti o n

230+00 to 330+00

PARADISE ROAD

NISQUALLY TO

(T20), see Sheet E.6

MP 6.1 Turnout Rehabilitation

)2 1Subgrade reinforcement (

245+29 to 246+21, RT

D.4

STATE PROJECT

A u g u s t

U

S S u r

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

C h e c k e d b y

D e s ig n e d b y

0 2

0 3

0 3

T-16

T-17

T-18

T-19

T-21

LONGMIRE COMPLEX

SUSPEND PROJECT

2 Layer deep patch (12' wide)

261+53 to 262+53, RT

2 Layer deep patch (24' wide)

263+75 to 264+87, RT

2 Layer deep patch (24' wide)

273+05 to 274+17, RT

2 Layer deep patch (12' & 24' widths)

276+98 to 281+35, RT

346+00

WA PRA MORA 14(6)

2 Layer deep patch (13' wide)

299+18 to 300+64, RT

2 Layer deep patch (23' wide)

320+94 to 322+20, FULL

2 Layer deep patch (13' wide)

294+57 to 298+78, RT

N

N

NPS PMIS No. 082112 NPS Drwg. No. 105/100683

)2 1Subexcavation (

293+54 to 293+95, RT

)2 1Subexcavation (

318+80 to 319+06, RT

)2 1Subexcavation (

305+07 to 306+22

)2 1Subgrade reinforcement (

300+64 to 300+78, RT

)2 1Subgrade reinforcement (

292+12 to 293+54, RT

)2 1Subgrade reinforcement (

285+94 to 286+57, RT

)2 1Subgrade reinforcement (

284+45 to 285+17, RT

)2 1Subgrade reinforcement (

267+87 to 269+09, RT

)2 1Subgrade reinforcement (

232+79 to 234+78, RT

T-15

IN

ARY

Not For

Con str uc

10+00 to 64+44

LOOP ROAD

RICKSECKER POINT

Paved turnout

Paved turnout

Paved turnout

Paved turnout

See Sheets I.1-2

Proposed MSE wall.

N

NPS PMIS No. 082112 NPS Drwg. No. 105/100683

D.5

STATE PROJECT

A u g u s t

U

S S u r

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

C h e c k e d b y

D e s ig n e d b y

Existing stone masonry guardwall

0+00

POINT LOOP ROAD

RICKSECKER

63+44

POINT LOOP ROAD

RICKSECKER

BEGIN

END

turnout

Paved masonry guardwall stone End of existing masonry guardwall

End existing stone masonry guardwall

Begin existing stone

JH

JH

JH

IN

ARY

Not For

Con str uc

Edith Creek Bridge

Paved turnout

Gravel turnouts

Paved turnout

Gravel turnout

Gravel turnout

Paved parking area Bridge

N

N

0+00 to 60+00

PARADISE VALLEY ROAD

TP-01

TP-02

TP-03

TP-04

TP-05

TP-06

TP-07

TP-08

Graveled turnout, obliterate

Graveled turnout, obliterate

NPS PMIS No. 082112 NPS Drwg. No. 105/100683

D.6

STATE PROJECT

A u g u s t

U

S S u r

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

C h e c k e d b y

D e s ig n e d b y

12104

CP

P

P

12103

CP

Begin existing stone masonry guardwall masonry guardwall

End existing stone

BEGIN

0+00

LOOP ROAD

PARADISE

0 4

IN

ARY

Not For

Con str uc

Gravel turnout, obliterate

Gravel turnout, obliterate

Gravel turnout, obliterate

Paved turnout

Paved turnout

S T E

V E

N S C

A N

Y O

N R

O A

D

N

N

60+00 to 116+42

PARADISE VALLEY ROAD

TP-09

TP-10

TP-11

TP-12

TP-13

TP-14

TP-15

TP-16

Gravel turnout

Gravel turnout

NPS PMIS No. 082112 NPS Drwg. No. 105/100683

D.7

STATE PROJECT

A u g u s t

U

S S u r

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

C h e c k e d b y

D e s ig n e d b y

END

116+42

LOOP ROAD

PARADISE

IN

ARY

Not For

Con str uc

E.2

STATE PROJECT

m o r a g e .d g n

U

S S u r

D e c k e d b y s ig n e d b y

STATION SITE

NISQUALLY ENTRANCE

FOOTNOTE:

Retaining wall

Driveway

N

Existing log arch

See Detail A

DETAIL A

Existing flagpole kiosk

Existing

Existing planter concrete pad

Existing

Existing walkway

NPS PMIS No. 08112 NPS Drwg. No. 105/100683 kiosk

Existing

Existing Island

Existing pay station existing log curb

Remove and replace

Existing concrete pad

Existing concrete pad pavement structure

See Sheet C.2 for proposed of pavement

Existing edge of pavement

Existing edge

DRIVE THRU DETAIL

2'-6"

58' - 0"

Drive - Thru Entrance

Office

Proposed planter bed concrete pad

Existing

Trench Drain

Existing

32'-5"

Exist. rubble wall see Sheet E.6 for details

New log curbing, from existing concrete pad prior to paving.

-inch depth, 5-feet out2 1Taper mill to a 1 walkway, see Sheet E.6 for details

Construct flagstone loops, see Sheet K.10 for details

Install vehicle sensor induction replace existing log curb

Remove and log curb, see Sheet E.6 for details

Remove and replace existing drive-thru. See detail this sheet and planter and construct

Remove log curb P

RELIM

IN

ARY

Not For

Con str uc

E.3

STATE PROJECT

m o r a g b .d g n

U

S S u r

D e c k e d b y s ig n e d b y

PARKING AREA

KAUTZ CREEK

KAUTZ CREEK PARKING AREA LAYOUT

N

.5

45'

.5 '30'

96'

144'

50'

Existing restroom

ACP sidewalk

Remove existing

Ramp

P

CP

NPS PMIS No. 082112 NPS Drwg. No. 105/100683 stone curb

Begin stone curb

End

ACP sidewalk

Remove existing concrete curb

Remove existing stone curb

Begin stone curb

End stone curb

Begin stone curb

End stone curb

End stone curb

Begin walkway and concrete curb

Remove existing ACP

Planting island barrier boulder

Existing drop inlet

Existing dumpster storage

Existing fenced

9'

NOTE:

FOOTNOTE:

2.

1.

Variable

Original ground

Construct berm

4" depth, as directed by CO

Place topsoil, BERM DETAIL

Stone curbing

Bermed planting island island Bermed planting

A

A

Bermed planting island

Place salvaged topsoil as directed by the CO.

material from parking area construction.

Construct berms as directed by the CO. Utilize excavated

Concrete color to be "dark gray".

Saw cut all pavement.

as directed by CO

Move existing boulders

Varible width and height shoulder pavement

New

Aggregate topsoil course

See Sheet E.5 for detail picnic area. CO to stake limits.

Construct decomposed granite surfaced

29121

See Berm Detail this sheet

Ramp, see Sheet E.5 for details

IN

ARY

Not For

Con str uc

995995

E.7

STATE PROJECT

m o r a q e .d g n

U

S S u r ft

D e c k e d b y s ig n e d b y

N

RECONSTRUCTION

M.P. 6.1 TURNOUT

Existing EOP

- Turnout -

23'-0"

NPS PMIS No. 082112 NPS Drwg. No 105/100683

Variable width

ROADWAY OBLITERATION DETAIL

Variable ground to 12"

Scarify existing

Construct berm

4" depth, as directed by CO

Place topsoil, FOOTNOTE:

by the CO. Utilize excavated material from turnout construction.

Construct berm at roadway obliteration location as directed

Variable width and height

2 Layer deep patch, see Sheet C.7 for details

LEGEND

Area to be oblterated topsoil courseAggregate

Original ground

26' 80'

20'

Existing edge of pavement construct berm. See detail this sheet

Obliterate roadway and

New pavement shoulder

Subexcavation limits

NOTE:

1.

prior to any ground disturbing activity.

Install sediment logs around perimeter of work on river side

Sediment logs

IN

ARY

Not For

Con str uc

10.4 x 16 20301 -0300

20301 -1200

20301 -1900

25101 -4000

60103 -0000

60201 -0600

60201 -0800

60201 -1000

60201 -2400

60220 -1200

60501 -0000

60704 -0000

60706 -0000

62011 -0300

62011 -0500

62011 -0700

62013 -2000

62028 -1000

62031 -0000

62035 -0000

Station

ES

TI

M A

TE

D M

A X

IM

U M

C O

V

ER

R

EM

O V A L

O F

B O

X C

U

LV

ER

T

R

EM

O V A L

O F

H

EA

D W

A

LL

R

EM

O V A L

O F

PI

PE

C U

LV

ER

T

PL

A C

ED

R

IP

R A P, C

LA

S S

C O

N C R

ET

E, H

EA

D

W A

LL

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

2-

IN

C

H P

IP

E

C U

LV

ER

T

FE

ET

S

PA

N

FE

ET

R

IS

E

PR

EC

A S T

R

EI

N

FO

R

ED

N C R

ET

E B O

X C

U

LV

ER

T

S

TA

N D

A R D

U N

D

ER

D R

IN

YS

TE

M

C

LE

A N

IN

G

C U

LV

ER

T

IN

P

LA

C E

C

LE

A N

IN

G

D R A

IN

A G

E S

TR

U C

TU

R E, S

TO

N E

M A S O

N R Y

H

EA

D W

A

LL

S

TO

N E

M A S O

N R Y

H

EA

D W

LL

FO

8-

IN

C H

P

IP

E C

U

LV

ER

T

S

TO

N E

M A S O

N R Y

H

EA

D W

4-

IN

C H

P

IP

E C

U

LV

ER

T

S

TO

N E

M A S O

N R Y

H

EA

D W

6-

IN

C H

P

IP

E C

U

LV

ER

T

S

TO

N E

M A S O

N R Y

W

(V

EN

EE

R

R

EM

O V E

A N

D R

ES

ET

S

TO

N E

M A S O

N R Y

H

EA

D W

A

LL

R

EP

O

IN

T S

TO

N E

M A S O

N

Y

(H

EA

D

W A

LL

C

LE

A N

S

TO

N E

M A S O

N R Y

S U

R

FA

C

ES REMARKS

See below for numbered notes

FEET EACH EACH EACH CUYD EACH LNFT LNFT LNFT LNFT LNFT LNFT EACH EACH EACH EACH EACH SQYD EACH SQFT SQYD 2+46 1 1 7+00 1 9+62 1

14+26 1 15+11 1 1 31+53 1 31+56 1 1 35+85 1 36+40 36 40+64 1 1 40+67 1 45+00 1 1 55+58 1 260 2 72 50 69+25 1 75+81 1 1 79+80 1 87+67 1 1 92+14 1 1 95+47 1 1

104+18 1 1 109+10 1 1 113+41 1 1 120+08 1 1 127+35 1 1 133+80 1 1 150+37 1 1 153+35 1 1 155+00 1 1 156+10 1 1 156+50 1 1 160+00 10 1 163+67 1 1 165+78 1 170+80 1 182+54 1

CUMULATIVE TOTAL 1 0 0 270 2 0 36 0 72 0 0 33 20 0 1 0 50 0 0 0

NOTE:

1. Steel pipe culvert minimum wall thickness is the larger of 0.079" or the thickness required by the Std. 602-1 fill height table.

2. Aluminized steel pipe culvert minimum wall thickness is the larger of 0.079" or the thickness required by the Std. 602-1 fill height table (steel).

3. Aluminum pipe culvert minimum wall thickness is the larger of 0.075" or the thickness required by the Std. 602-1 fill height table.

4. Plastic and concrete pipe are not allowed.

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

Note: The quantities shown hereon are approximate and are subject to field adjustments.

STATE PROJECT

G.1 c:

\m yf ile s\ pw

_p ro du ct io n\ dm s9

Ta bu la tio n of D ra in ag e

Q ua nt it ie s.

xl sx ]S he et

-A ug -2

1:

P M

B

M in or

D

C he ck er

D es ig ne d by

C he ck ed b y:

NUMBER

PRA MORA 14(6)WA

IN

ARY

Not For

Con str uc

-0300

20301 -1200

20301 -1900

25101 -4000

60103 -0000

60201 -0600

60201 -0800

60201 -1000

60201 -2400

60220 -1200

60501 -0000

60704 -0000

60706 -0000

62011 -0300

62011 -0500

62011 -0700

62013 -2000

62028 -1000

62031 -0000

62035 -0000

Station

ES

TI

M A

TE

D M

A X

IM

U M

C O

V

ER

R

EM

O V A L

O F

B O

X C

U

LV

ER

T

R

EM

O V A L

O F

H

EA

D W

A

LL

R

EM

O V A L

O F

PI

PE

C U

LV

ER

T

PL

A C

ED

R

IP

R A P, C

LA

S S

C O

N C R

ET

E, H

EA

D

W A

LL

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

2-

IN

C

H P

IP

E

C U

LV

ER

T

FE

ET

S

PA

N

FE

ET

R

IS

E

PR

EC

A S T

R

EI

N

FO

R

N C R

ET

E B O

X C

U

LV

ER

T

S

TA

N D

A R D

U N

D

ER

D R

TE

M

C

LE

A N

IN

G

C U

LV

ER

T

IN

P

LA

C E

C

LE

A N

IN

G

D R A

IN

A G

E S

TR

U C

TU

R E, S

TO

N E

M A S O

N R Y

H

EA

D W

A

LL

S

TO

N E

M A S O

N R Y

H

EA

D W

8-

IN

C H

P

IP

E C

U

LV

ER

T

S

TO

N E

M A S O

N R Y

H

EA

D W

4-

IN

C H

P

IP

E C

U

LV

ER

T

S

TO

N E

M A S O

N R Y

H

EA

D W

6-

IN

C H

P

IP

E C

U

LV

ER

T

S

TO

N E

M A S O

N R Y

W

EE

R

R

EM

O V E

A N

D R

ES

ET

S

TO

N E

M A S O

N R Y

H

EA

D W

A

LL

R

EP

O

IN

T S

TO

N E

M A S O

N

D

W A

LL

C

LE

A N

S

TO

N E

M A S O

N R Y

S U

R

FA

C

ES REMARKS

See below for numbered notes

FEET EACH EACH EACH CUYD EACH LNFT LNFT LNFT LNFT LNFT LNFT EACH EACH EACH EACH EACH SQYD EACH SQFT SQYD

PREVIOUS SHEET: 1 270 2 36 72 33 20 1 50

184+57 1 187+56 1 202+55 1 206+61 1 1 209+36 1 1 212+55 1 1 215+70 1 1 217+64 1 1 224+60 1 1 226+20 1 1 32 1 229+63 1 1 234+16 1 1 241+09 1 1 247+17 1 1 256+00 1 1 263+70 1 1 265+90 1 1 273+79 1 1 277+41 1 1 282+60 1 283+02 1 1 284+00 1 1 284+53 1 1 286+86 1 1 288+50 1 1 295+90 1 1 298+36 1 1 303+00 1 1 306+30 1 1 307+27 1 1 309+00 1 1 309+70 1 1 312+17 1 1 313+56 1 1

CUMULATIVE TOTAL 1 1 1 270 2 0 36 32 72 0 0 66 49 0 1 1 50 0 0 0

NOTE:

1. Steel pipe culvert minimum wall thickness is the larger of 0.079" or the thickness required by the Std. 602-1 fill height table.

2. Aluminized steel pipe culvert minimum wall thickness is the larger of 0.079" or the thickness required by the Std. 602-1 fill height table (steel).

3. Aluminum pipe culvert minimum wall thickness is the larger of 0.075" or the thickness required by the Std. 602-1 fill height table.

4. Plastic and concrete pipe are not allowed.

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

Note: The quantities shown hereon are approximate and are subject to field adjustments.

STATE PROJECT

G.2 c:

\m yf ile s\ pw

_p ro du ct io n\ dm s9

Ta bu la tio n of D ra in ag e

Q ua nt it ie s.

xl sx ]S he et

2)

-A ug -2

1:

P M

B

M in or

D

C he ck er

D es ig ne d by

C he ck ed b y:

NUMBER

IN

ARY

Not For

Con str uc

-0300

20301 -1200

20301 -1900

25101 -4000

60103 -0000

60201 -0600

60201 -0800

60201 -1000

60201 -2400

60220 -1200

60501 -0000

60704 -0000

60706 -0000

62011 -0300

62011 -0500

62011 -0700

62013 -2000

62028 -1000

62031 -0000

62035 -0000

Station

ES

TI

M A

TE

D M

A X

IM

U M

C O

V

ER

R

EM

O V A L

O F

B O

X C

U

LV

ER

T

R

EM

O V A L

O F

H

EA

D W

A

LL

R

EM

O V A L

O F

PI

PE

C U

LV

ER

T

PL

A C

ED

R

IP

R A P, C

LA

S S

C O

N C R

ET

E, H

EA

D

W A

LL

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

2-

IN

C

H P

IP

E

C U

LV

ER

T

FE

ET

S

PA

N

FE

ET

R

IS

E

PR

EC

A S T

R

EI

N

FO

R

N C R

ET

E B O

X C

U

LV

ER

T

S

TA

N D

A R D

U N

D

ER

D R

TE

M

C

LE

A N

IN

G

C U

LV

ER

T

IN

P

LA

C E

C

LE

A N

IN

G

D R A

IN

A G

E S

TR

U C

TU

R E, S

TO

N E

M A S O

N R Y

H

EA

D W

A

LL

S

TO

N E

M A S O

N R Y

H

EA

D W

8-

IN

C H

P

IP

E C

U

LV

ER

T

S

TO

N E

M A S O

N R Y

H

EA

D W

4-

IN

C H

P

IP

E C

U

LV

ER

T

S

TO

N E

M A S O

N R Y

H

EA

D W

6-

IN

C H

P

IP

E C

U

LV

ER

T

S

TO

N E

M A S O

N R Y

W

EE

R

R

EM

O V E

A N

D R

ES

ET

S

TO

N E

M A S O

N R Y

H

EA

D W

A

LL

R

EP

O

IN

T S

TO

N E

M A S O

N

D

W A

LL

C

LE

A N

S

TO

N E

M A S O

N R Y

S U

R

FA

C

ES REMARKS

See below for numbered notes

FEET EACH EACH EACH CUYD EACH LNFT LNFT LNFT LNFT LNFT LNFT EACH EACH EACH EACH EACH SQYD EACH SQFT SQYD

PREVIOUS SHEET: 1 1 1 270 2 36 32 72 66 49 1 1 50

315+43 1 1 316+59 1 1 319+00 1 42 329+17 1 2 332+66 1 32 334+52 1 62 1

All locations 3509 See Sheet G.7 for locations Allowance for pipe culverts 180 Final location determined by the CO Allowance for pipe culverts 720 Final location determined by the CO Allowance for stone masonry headwalls 2 2 Final location determined by the CO Allowance for repointing headwalls 500 Final location determined by the CO Allowance for resetting headwalls 15 Final location determined by the CO Allowance for cleaning masonry headwall 100 Final location determined by the CO

PROJECT TOTAL 1 1 4 270 2 180 830 32 72 62 3509 70 51 2 5 1 50 15 500 100

1. Steel pipe culvert minimum wall thickness is the larger of 0.079" or the thickness required by the Std. 602-1 fill height table.

2. Aluminized steel pipe culvert minimum wall thickness is the larger of 0.079" or the thickness required by the Std. 602-1 fill height table (steel).

3. Aluminum pipe culvert minimum wall thickness is the larger of 0.075" or the thickness required by the Std. 602-1 fill height table.

4. Plastic and concrete pipe are not allowed.

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

Note: The quantities shown hereon are approximate and are subject to field adjustments.

STATE PROJECT

G.3 c:

\m yf ile s\ pw

_p ro du ct io n\ dm s9

Ta bu la tio n of D ra in ag e

Q ua nt it ie s.

xl sx ]S he et

3)

-A ug -2

1:

P M

B

M in or

D

C he ck er

D es ig ne d by

C he ck ed b y:

NUMBER

IN

ARY

Not For

Con str uc

W

S T S

ID

E R

O A

N

BEGIN PROJECT

0+00

PHASE I - SCHEDULES A & B

NISQUALLY TO PARADISE ROAD

WA PRA MORA 14(6)

0+00 to 110+00

DRAINAGE PLAN

NISQUALLY TO PARADISE ROAD

Clean culvert and headwall w/ Stone masonry headwall

40+64 - 18" CMP

G.4

STATE PROJECT

A u g u s t

U

S S u r

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

C h e c k e d b y

D e s ig n e d b y

Clean culvert

18" CMP.

79+80

Clean culvert and headwall

Stone masonry headwall.

24" CMP w/

87+67

Clean culvert and headwall

Stone masonry headwall.

8" CMP w/

87+67 headwall. Clean culvert and headwall

8" CMP w/ Stone masonry

87+67

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

95+47

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

109+10

Clean culvert and headwall

Stone masonry headwall.

8" CMP w/

104+18

Clean culvert and headwall

Stone masonry headwall.

24" CMP w/

75+81

Clean culvert

24" CMP.

69+25

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

2+46

Clean culvert

18" CMP.

7+00

Clean culvert

18" CMP.

9+62

Clean culvert

24" CMP.

14+26

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

15+11 bevel outlet. Clean culvert

30" Plastic pipe

22+71

Clean culvert

24" CMP.

31+53

Clean culvert

24" CMP.

40+67

Clean culvert and headwall

Dry laid stone headwall.

New 24" CMP w/

36+40

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

31+56

Clean culvert

18" CMP.

35+85 - Perennial stream

Clean culvert and headwall

Stone masonry headwall.

24" CMP w/

46+00 - Perennial stream pipe culvert. See Sheet G.7

Install 132" diameter

55+33 - New Kautz Creek

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

92+14 - Perennial stream

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

104+18 - Perenial stream

IN

ARY

Not For

Con str uc

U T Z C

R E

Zone 3

Soil Isolation

Zone 2

Soil Isolation

137+28

N

N

110+00 to 230+00

DRAINAGE PLAN

NISQUALLY TO PARADISE ROAD

Clean culvert

24" CMP.

187+56

Clean culvert

18" CMP.

182+54 stone masonry headwall

Remove and reset

18" CMP.

184+57

Clean culvert

24" CMP.

195+10

Clean culvert

24" CMP.

195+86

Clean culverts

30" CMP (3).

197+15

Clean culvert

18" CMP.

202+55 Clean culvert and headwall masonry headwall.

18" CMP w/ Stone

206+61

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

120+08

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

127+00

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

144+33

Clean culvert and headwall

18" Pipe w/ Stone masonry headwall.

153+35

Clean culvert

26" CMP.

170+80

Clean culvert

18" CMP.

165+78

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

163+67

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

155+00

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

156+10

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

156+50 dissipator. Clean culvert and headwall headwall. Construct riprap energy

30" CMP w/ Stone masonry

160+00

Clean culvert and headwall

24" CMP w/ Stone masonry headwall.

209+36

Clean culvert and headwall

18" CMP w/ Stone masonry headwall.

212+55

Clean culvert and headwall

18" CMP w/ Stone masonry headwall.

215+70

Clean culvert and headwall

18" CMP w/ Stone masonry headwall.

217+64 and new stone masonry headwall headwall. Replace w/36" CMP

24" CMP w/ Stone masonry

226+20

Clean culvert and headwall masonry headwall.

24" CMP w/ Stone

229+63

G.5

STATE PROJECT

A u g u s t

U

S S u r

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

C h e c k e d b y

D e s ig n e d b y

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

113+41 - Perennial stream

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

133+80 - Perennial stream

Clean culvert and headwall

18" Pipe w/ Stone masonry headwall.

150+37 - Perennial stream

11' CMP(2). No work

190+64 - New Kautz Creek

Clean culvert and headwall masonry headwall.

24" CMP w/ Stone

224+60 - Perennial stream

5 1

0 2

IN

ARY

Not For

Con str uc

N

Z o n e

S o il I s o la ti o n

Z o n e

S o il I s o la ti o n

LONGMIRE COMPLEX

SUSPEND PROJECT

346+00

WA PRA MORA 14(6)

230+00 to 330+00

DRAINAGE PLAN

NISQUALLY TO PARADISE ROAD

Clean culvert

18" CMP.

295+90

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

298+36 Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

303+00

Clean culvert and headwall

Stone masonry headwall.

24" CMP w/

306+30

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

307+27

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

309+00

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

309+70

Construct dry laid stone outlet headwall

Clean culvert and headwall.

Stone masonry headwall.

18" CMP w/

316+59

Replace w/ 24" CMP

18" CMP.

319+00

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

315+43

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

313+56

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

312+17

Clean culvert and headwall masonry headwall.

24" CMP w/ Stone

265+90

Construct dry laid stone outlet headwall

Clean culvert and headwall.

18" CMP w/ Stone masonry headwall.

234+16

Clean culvert and headwall masonry headwall.

18" CMP w/ Stone

241+09

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

247+17

Clean culvert and headwall masonry headwall.

18" CMP w/ Stone

256+00

Clean culvert

24" CMP.

282+60

Clean culvert and headwall masonry headwall.

18" CMP w/ Stone

273+79

Clean culvert and headwall masonry headwall.

18" CMP w/ Stone

277+41 headwall. Clean culvert and headwall

24" CMP w/ Stone masonry

284+53 headwall. Clean culvert and headwall

New 24" CMP w/ stone masonry

284+00 headwall. Clean culvert and headwall

24" CMP w/ Stone masonry

283+02

Clean culvert and headwall

Stone masonry headwall.

24" CMP w/

286+86

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

288+50

G.6

STATE PROJECT

A u g u s t

U

S S u r

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

C h e c k e d b y

D e s ig n e d b y

Clean culvert and headwall

Stone masonry headwall.

24" CMP w/

263+70 - Perennial stream stone masonry headwalls

Construct inlet and outlet

18" CMP. Replace w/ 24" CMP.

332+66 - Perennial stream

See sheet G.11 for details

Replace w/ 6' x 4' box culvert

32" CMP

334+52 - Perennial stream

Clean culvert and headwall

Stone masonry headwall.

18" CMP w/

329+17 - Perennial stream

0 2

0 3

0 3

IN

ARY

Not For

Con str uc

60 50 40 30 20 10 0 10 20 30

NOTE:

N

PLAN

PROFILE

culvert

Existing

Edge of pavement

Edge of pavement

LC

m in

STA 55+58

G.7

STATE PROJECT

m o r a e a .d g n

U

S S u r ft

D e c k e d b y s ig n e d b y

1.5

Place salvaged stone

Place salvaged stone

NPS PMIS No. 082112 NPS Drwg. No. 105/100683

Existing ground

Proposed 11' dia. CMP

Concrete headwall

OHW

OHW

8' material under pipe

18" of pipe bedding

6.

5.

4.

3.

2.

1.

box culvert, remove

Existing 3 ft X 6 ft

See Sheet G.8 for details veneer facing.stone

Concrete headwall with

Existing streambed material, throughout the culvert

Place conserved streambed

72' see Sheet G.9 for details veneer facing, stone

Concrete headwall with on guidebanks/aprons.

Place 4-inches of salvaged topsoil on all exposed riprap, except construct simulated stream channel to match.

Contractor to field verify existing stream channel elevations and beyond ends of culvert, then place culvert bedding material.

type III-A geotextile extending 2-feet beyond sides and 3-feet

Subexcavate a minimum of 18-inches below base of culvert, place

Countersink the culvert 4-feet, below existing stream elevation.

Construct simulated stream channel in full length of culvert.

use as streambed material.

Conserve suitable material encountered in the excavation for

Extend 60' west of culvert

3' thick layer of class 4 riprap guidebanksClass 4 riprap

CMP culvert

Proposed 11' Ø roadway

Center of

Extend 30 feet east of culvert

3 feet thick layer of Class 4 riprap.

see Sheet K.8 for details

Utility trench Type D, CULVERT REPLACEMENT

NEW TAHOMA CREEK

IN

ARY

Not For

Con str uc