noca202001_PrelimPlans.pdf

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Attached to: WA NPS PP NOCA 2020(1) PAVEMENT PRESERVATION NORTH CASCADES
Solicitation number: 69056721R000013
Issued by: Department of Transportation Federal Highway Administration

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KEY MAP OF WASHINGTON

TYPE OF CONSTRUCTION:

Resurfacing

SPECIFICATION:

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14

PLANS PREPARED BY

Jacobs

FOR

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

VANCOUVER, WASHINGTON

� t-:P""Ro"'J"'Ecr=MA"'N'""AG=:E""'R

IO J. DAVIS

U.S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

NORTH CASCADES NATIONAL PARK (NOCA)

PLANS FOR PROPOSED PROJECT

WA NPS PP NOCA 2020(1)

PMIS PKG. NO 256378

PAVEMENT PRESERVATION

NORTH CASCADES

SKAGIT AND WHATCOM COUNTIES

WASHINGTON

LENGTH BASE 7.28 MILES & PARKING AREAS

N t•UI \]y

PRQZECT t QCATTQN

N.T.S.

San Juan Island

NHP

Ebey's i!,;mdlng NtfRES """ f Lake Roose

·.JSEATTLE

Kloil'dike Gold Rush NHPo"''"'"1 jltscJJf'II• I 11ut1

O�YMPIA

Mount Rainier P I •

"''"" J Lewis and Clark NHP J

STATE PROJECT

WA NPS PP NOCA 2020(1)

SECTIONS INDEX

GENERAL INFORMATION

SUMMARY OF QUANTTTlES

TYPICAL SECTIONS

PLANS

TEMPORARY TRAFFIC CONTROL

PERMANENT TRAFFIC CONTROL

BRIDGE ABUTMENT REPAIRS

See Sheet A.2 for Index to Sheets

SHEET

NUMBER

A.1 ort Vancouver NHS

'PORTLAND

APPROVED:

___________________ DATE: _______ _

Chief of Engineering Western Federal Lands Highway Division

___________________ DATE_· ______ _

Superintendent, North Cascades National Park

PMIS Pkg No.: 256378

PRELIMINARY - N

OT FOR CONSTRUCTION

r;, A.

A.l

A.2

B.1

C.1

C.2

C.3

D.1-D.2

D.3-D.11

E.l

E.2-E.7

F.1-F.2

F.3

F.4

F.3-F.9

G.l

G.2

G.3

G.4

G.5-G.8

INDEX TO SHEETS

GENERAL INFORMATION

TITLE SHEET & SECTION INDEX

INDEX TO SHEETS

SUMMARY OF QUANTITIES

TYPICAL SECTIONS

ASPHALT PAVEMENT CRACK SEALING AND

FILLING

ASPHALT CONCRETE PAVEMENT PATCH TYPE 1 &

2 DETAILS

PLANS

TABULATION OF SURFACING QUANTITIES

KEY AND AREA MAPS

TEMPORARY TRAFFIC CONTROL

TABULATION OF TEMPORARY TRAFFIC CONTROL

QUANTITIES

TEMPORARY TRAFFIC CONTROL DETAILS

PERMANENT TRAFFIC CONTROL

TABULATION OF PERMANENT PAVEMENT

MARKINGS

STRIPING PLAN ROUTE 0906

STRIPING PLAN ROUTE 0914 & 0200

PERMANENT TRAFFIC CONTROL DETAILS

BRIDGE ABUTMENT REPAIRS

TABULATION OF BRIDGE ABUTMENT REPAIRS

VICINITY MAP - SKAGIT RIVER BRIDGE

EROSION AND SEDIMENT CONTROL AND PAVING

PLAN

MECHANICALLY STABILIZED EARTH WALL PLAN

BRIDGE REPAIR DETAILS

STATE PROJECT

WA NPS PP NOCA 2020(1)

SHEET

NUMBER

A.2

----------------------------------------------------------------------N-PS_P_M-IS_N_Q ___ : -2-56_3_7_.8

See Surfacing Tabulation Sheets Construction Limits

, For Roadway Width or Parking Lot Dimensions

Construction Limits

Grade Varies Grade Varies varies L _::=:::=:=��----+--�===:::.--f.::::::,,.....L_� V aries

TYPICAL SECTION

MICRO SURFACING

Existing pavement section

Existing asphalt surface

STATE PROJECT

WA N PS PP NO CA 2020(1)

NOTE:

1. Refer to Surfacing Tabulation Sheet D.1-D.2 for width and extent of asphalt surface treatment.

2. Protect project timber curbs, asphalt curbs, stone curbs, concrete curb & gutter, concrete barriers, concrete and cobble stone islands, stone wall, manholes, snow pole sleeves, water valves, and all other appurtenances during all surface treatment operations.

3. Measure existing roadway widths as per 152.0S(m).

4. Patch surface and seal/fill cracks prior to micro-surfacing. See section D for locations.

Micro Surfacing, Type 2

TYPICAL SECTIONS

NO SCALE

SHEET

NUMBE R

C.1

-56_3_7_.8

Strike off material to flush with existing surface

¼ "to 1"

CRACK SEALING

Ensure all remaining overband is flush with the existing surface

Seal crack with hot applied crack sealant. See Subsections 414.06(a) and 712.0l(a)(l}

CRACK SEALING AND FILLING

Greater than 1"

STATE PROJECT

WA NPS PP NOCA 2020(1)

NOTE:

1. Prepare cracks for sealing and filling according to Section 414.

Follow manufacturer's recommendations for sealing and filling cracks.

2. Remove existing sealant from cracks to be filled by routing or other methods approved by the CO.

3. Seal and fill cracks at locations designated by the CO.

4. Force crack repair material into cracks to ensure adhesion to existing surface.

Fill crack with pre-formulated mastic material flush with existing surface. See Subsection 414.06(b).

SHEET

NUMBER

C.2

CRACK FILLING

ASPHALT PAVEMENT

CRACK SEALING AND FILLING

NPS PMIS NO.: 256378

Remove pavement according to Subsection 418.03(b)

Existing pavement

Pay Limits

Fog seal

4" Asphalt concrete, Type II Stabilization geogrid [1]

Remove pavement according to Subsection 418.04(b)

Existing pavement

6" crushed aggregate [2]

FULL DEPTH PATCH TYPE 1.

Pay Limits

4" Asphalt concrete, Type II

FULL DEPTH PATCH TYPE 2

Tack coat according to Section 412 around the perimeter of the patch

STATE PROJECT SHEET

NUMBER

Remove damaged pavement, base and subgrade material to a depth of 10"

NOTE:

WA NPS PP NOCA 2020(1)

1. Extent_ of patch to be determined by the CO based on conditions encountered at time of construction.

2· f�etib�>;/tf/iff J�'J."oC:. prior to applying tack coat according

3. Com{)act asphalt concrete, type II according to Subsection 403.09.

4. Fog seal surface according to Subsection 406. 06.

FOOTNOTE:

{1}

{2]

For Type 1 patch, place stabilization geogrid between bottom of crushed aggregate and existing base course. Install stabilization geogrid layer according to Section 207.

Asphalt mi/lings can be used as acceptable crushed aggregate material, according to Subsection 703. 06.

Remove damaged pavement, base and subgrade material to a depth of4"

C.3

ASPHALT CONCRETE PAVEMENT

PATCH TYPE i & 2 DETAILS

NO SCALE

NPS PMIS NO.: 256378

40901-2000 41402-2000 41801-1000 41801-2000

FT FT

SQYD MILE SQYD SQYD

0101 Cascade River Road 0.00 1.15 6,072 13.0 8,771 177 0105 Environmental Learning Center Access Road 46862 0.00 0.25 1,320 20.0 2,933 0.25 126 0108 Olson Creek Road 105644 0.00 0.17 898 13.8 1,377 0200 Colonial Creek Campground Access South 28520 0.00 0.20 1,056 17.3 2,030 0200A Colonial Creek Campground Loop A 60409 0.00 0.53 2,798 12.7 3,948 7 0200A (11) Slips 60409 1,000 0200B Colonial Creek Campground Loop B 60410 0.00 0.24 1,267 12.2 1,717 0200B (3) Slips 60410 178 0200C Colonial Creek Campground Loop C 107959 0.00 0.08 422 11.5 539 0200D Colonial Creek Campground Loop D 107960 0.00 0.03 158 13.3 233 0201 Goodell Creek Campground Access Road 44086 0.00 0.20 1,056 24.5 2,875

0201A Goodell Creek Campground Loop A 60417 0.00 0.27 1,426 14.1 2,234 0201A (1) Pullout 60417 107 0201B Goodell Creek Campground Loop B 60416 0.00 0.16 845 12.2 1,145 0202 Newhalem Creek Campground Access Road 17457 0.00 0.10 528 21.5 1,261 0.10 72 0204 North Cascades Visitor Center Access Road 46858 0.00 0.72 3,802 24.0 10,139 0.72 2 0204 (1) Approach, (1) Pullout 46858 178 0.01 0205 Newhalem Raft Launch Loop 60521 0.00 0.04 211 12.8 300

Newhalem Creek Campground Loops A And B Access

60564 0.00 0.06 317 21.1 743

Newhalem Creek Campground Loops C And D Access

60565 0.00 0.12 634 21.7 1,529 11

0208 Newhalem Creek Camp Tender Station Road 60570 0.00 0.17 898 12.6 1,257 0.17 0208 (1) Pullout 60570 111 0.01 0209A Colonial Creek Campground North Loop A 60411 0.00 0.44 2,323 13.3 3,433 11 0209A (9) Slips 60411 917 0209B Colonial Creek Campground North Loop B 60412 0.00 0.04 211 12.7 298 0209B (1) Slip 60412 44 0210A Newhalem Creek Campground Loop A 60566 0.00 0.31 1,637 13.6 2,474 31 0210A (1) Pullout, (26) Slips 60566 1,889 0210B Newhalem Creek Campground Loop B 60567 0.00 0.24 1,267 11.2 1,577 22 0210B (27) Slips 60567 2,160 0210C Newhalem Creek Campground Loop C 60568 0.00 0.42 2,218 11.8 2,908 164 0210C (49) Slips 60568 2,417 0210D Newhalem Creek Group Campground Loop D 60569 0.00 0.17 898 10.2 1,018 0210D (4) Pullouts, (7) Slips 60569 778

145.2 = Hot Asphalt Concrete (lbs/cuft) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.15 = Fog Seal (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Fog Seal (Gal./ton) 0.10 = Tack Coat (Gal./sqyd)

233.0 = Tack Coat (Gal./ton)

\\usqts0vs01\jobs\_Transportation\W3X71258_WFL_PP_NOCA\700FHWA\T0094\Roadway\CADD_Sheets\_Tabs\[NOCA Proj_Sum_Shts_20201204.xlsm]Road 1 8/3/21 9:16 AM

1,000

8,250

17,000

19,440

21,750

7,000

SHEET TOTAL 64,518 721.26 551

These values are for estimating purposes only and application rates and weight may change based on actual test strip and field results.

256378NPS PMIS No.

TABULATION OF SURFACING

QUANTITIES

Note: Protect valves, curb and gutter, inlets, covers, buildings, grates, sidewalks, portable speed bumps, wheel stops, concrete sidwalks, concrete curb and stone wall

Material Application Rates and Weights Used for Estimating Purposes

FMSS No.

SURFACING TABULATION SHEET

ROUTE NAME

MILES

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE 2

ASPHALT

CONCRETE

PAVEMENT PATCH,

TYPE 1

R O

U T E N

U M

B E R

SHEET NO.STATE PROJECT

D.1WA NPS PP NOCA 2020(1)

Remarks

BID ITEM NUMBER

MILE TO MILE

CRACK,

CLEANING AND

SEALING

SQFT

MICRO

SURFACING,

TYPE 2LE

G T H

T H

Type 1 patch at bridge abutment

Four asphalt sections over a length of 4.81 miles; Do not treat bridges Treat all the way to the gate

9,000

1,600

40901-2000 41402-2000 41801-1000 41801-2000

FT FT

SQYD MILE SQYD SQYD

0401 North Cascades Visitor Center Service Road 107961 0.00 0.70 3,696 21.0 8,624 0401 (1) Pullout 107961 33 0426 Marblemount Barn Road 105649 0.00 0.05 264 13.6 399 0435A Marblemount Council Oak Drive 107962 0.00 0.39 2,059 17.6 4,026 0.39 7 0435A (5) Driveways, (2) Pullouts 107962 883 0.07 0435B Marblemount Council Oak Spur 107963 0.00 0.03 158 13.4 235 0.03 0435B (4) Intersection quantities 107963 178 0.01

0900A Marblemount Administrative Public Parking 16690 499 0900B Marblemount WIC Parking 60418 870 0900C Marblemount Administrative Private Parking 108073 1,227 0900D Marblemount Shop Parking 108074 1,630 0901 West Entrance Sign Parking 60552 618 0902A Goodell Creek Raft Launch Parking A 114649 284 0902B Goodell Creek Raft Launch Parking B 108075 216 0903A North Cascades Visitor Center Parking A 17427 508 0903B North Cascades Visitor Center Parking B 60510 541 0903C North Cascades Visitor Center Parking C 60512 398 0903D North Cascades Visitor Center Parking D 60514 737 0904 Gorge Creek Overlook Trailhead Parking 43978 3,073 0.24 0905 Gorge Creek Photo-Op Parking 60402 1,243 0.10 16 0906 Diablo Lake Overlook Parking Lot 46856 6,325 0.49 36 0907 Interpretive Pullout (Diablo Lake) 17541 1,957 0.15 0909 Happy Creek Nature Trail Parking 38579 1,058 25 0912 Newhalem Creek Camp Tender Parking 60419 116 0913 Newhalem Creek Dump Station 60562 501 0.04 0914 Colonial Creek Campground Access Parking 60407 7,242 11 0915 Colonial Creek Campground Dump Station 60408 1,255 11 0916 North Cascades Visitor Center Service Parking 60516 182 0977 Newhalem Creek Walk-In Sites Parking 105 0978 Thunder Creek Trail Day Use Parking A 748 0979 Thunder Creek Trail Day Use Parking B 324

145.2 = Hot Asphalt Concrete (lbs/cuft) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.15 = Fog Seal (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Fog Seal (Gal./ton) 0.10 = Tack Coat (Gal./sqyd)

233.0 = Tack Coat (Gal./ton)

\\usqts0vs01\jobs\_Transportation\W3X71258_WFL_PP_NOCA\700FHWA\T0094\Roadway\CADD_Sheets\_Tabs\[NOCA Proj_Sum_Shts_20201204.xlsm]Road 2 8/3/21 9:16 AM

27,656

9,521

Note: Protect valves, curb and gutter, inlets, covers, buildings, grates, sidewalks, portable speed bumps, wheel stops, concrete sidwalks, concrete curb and stone wall

11,183 56,922 17,615

11,296

46,035

14,666 5,561 2,557 1,946 4,570

PROJECT SHEET NO.

WA NPS PP NOCA 2020(1) D.2

SURFACING TABULATION SHEET

STATE

MICRO

SURFACING,

TYPE 2

BID ITEM NUMBER

Remarks

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

G T H

T H

MILES SQFT

CRACK,

CLEANING

AND SEALING

ASPHALT

CONCRETE

PAVEMENT PATCH,

TYPE 1

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE 2

3,578 6,635

4,865

7,950

1,600 Parking Areas

4,490 7,834 11,041

1,041 4,513 65,181

2,912

11 95

1,637

6,732

SHEET TOTAL

PROJECT TOTAL

256378NPS PMIS No.

110,553 2.78 83

Material Application Rates and Weights Used for Estimating Purposes

TABULATION OF SURFACING

QUANTITIES

These values are for estimating purposes only and application rates and weight may change based on actual test strip and field results.

1.52

AREA

MAP 7

AREA

MAP 5

AREA

MAP 6

AREA

MAP 4

AREA

MAP 3AREA

MAP 2

AREA

MAP 1

AREA

MAP 8

2/ 5/2

NPS PMIS NO.: 256378

STATE

NPS PP NOCA 2020(1)

SHEET

NUMBER

PROJECT

D.3

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community

\\u sq ts0 vs

\jo bs \_T ran sp ort ati on \W

_P P_

\70 0F

4\R oa dw ay

D_ Sh ee ts\

_n o_ ma p1 0_

.m xd

NOTE:

1. See Road Inventory Program (RIP) data for

North Cascades National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

Micro Surfacing Type 2

LEGEND:

No Work Unless Noted Otherwise

0 8 16 Miles

KEY MAP

National Park Service Boundary

ROSS LAKE

NATIONAL

RECREATION AREA

NORTH

CASCADES

NATIONAL

PARK

NORTH

CASCADES

NATIONAL

PARK

North Cascades Highway (State Route 20)

To Sedro-Woolley

To Okanogan

OKANOGAN

NATIONAL

FOREST

LAKE CHELAN

NATIONAL

RECREATION AREA

MT. BAKER-

SNOQUAIMIE

NATIONAL FOREST

SKAGIT

MAINTENANCE

DISTRICT

ROUTE 0900B

MARBLEMOUNT

WIC PARKING

ROUTE 0900D

MARBLEMOUNT SHOP PARKING

ROUTE 0900C

MARBLEMOUNT ADMINISTRATIVE

PRIVATE PARKING

ROUTE 0900A

MARBLEMOUNT ADMINISTRATIVE

PUBLIC PARKING

ROUTE 0435B

MARBLEMOUNT

COUNCIL OAK SPUR ROUTE 0426

MARBLEMOUNT BARN ROAD

ROUTE 0108

OLSON CREEK ROAD

ROUTE 0435A

MARBLEMOUNT

COUNCIL OAK DRIVE

/20

NPS PMIS NO.: 256378

STATE

NPS PP NOCA 2020(1)

SHEET

NUMBER

PROJECT

D.4

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\jo bs \_T ran sp ort ati on \W

_P P_

\70 0F

4\R oa dw ay

D_ Sh ee ts\

S_ no _m ap

_1 1.m xd

NOTE:

1. See Road Inventory Program (RIP) data for

North Cascades National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

Micro Surfacing Type 2

LEGEND:

No Work Unless Noted Otherwise

0 500 1,000 Feet

AREA MAP 1

ROUTE 0901

WEST ENTRANCE

SIGN PARKING

/20

NPS PMIS NO.: 256378

STATE

NPS PP NOCA 2020(1)

SHEET

NUMBER

PROJECT

D.5

\\u sq ts0 vs

\jo bs \_T ran sp ort ati on \W

_P P_

\70 0F

4\R oa dw ay

D_ Sh ee ts\

S_ no _m ap

_1 1.m xd

NOTE:

1. See Road Inventory Program (RIP) data for

North Cascades National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

Micro Surfacing Type 2

LEGEND:

No Work Unless Noted Otherwise

0 1,000 2,000 Feet

AREA MAP 2

Bridge Abutment Repairs

See G SheetsROUTE 0902B

GOODELL CREEK RAFT

LAUNCH PARKING B

ROUTE 0903B

NORTH CASCADES VISITOR

CENTER PARKING B

ROUTE 0913

NEWHALEM CREEK

DUMP STATION

ROUTE 0903A

NORTH CASCADES VISITOR

CENTER PARKING A

ROUTE 0902A

GOODELL CREEK RAFT

LAUNCH PARKING A

ROUTE 0903C

NORTH CASCADES VISITOR

CENTER PARKING C

ROUTE 0903D

NORTH CASCADES VISITOR

CENTER PARKING D

ROUTE 0912

NEWHALEM CREEK

CAMP TENDER

PARKING

ROUTE 0916

NORTH CASCADES VISITOR

CENTER SERVICE PARKING

ROUTE 0977

NEWHALEM CREEK

WALK-IN SITES PARKING

ROUTE 0206

NEWHALEM CREEK CAMPGROUND

LOOPS A AND B ACCESS

ROUTE 0401

NORTH CASCADES VISITOR

CENTER SERVICE ROAD

ROUTE 0207

NEWHALEM CREEK CAMPGROUND

LOOPS C AND D ACCESS

ROUTE 0201B

GOODELL CREEK CAMPGROUND

LOOP B

ROUTE 0208

NEWHALEM CREEK CAMP

TENDER STATION ROAD

ROUTE 0210D

NEWHALEM CREEK GROUP

CAMPGROUND LOOP D

ROUTE 0201A

GOODELL CREEK

CAMPGROUND LOOP A

ROUTE 0210A

NEWHALEM CREEK

CAMPGROUND LOOP A

ROUTE 0205

NEWHALEM RAFT

LAUNCH LOOP

ROUTE 0202

NEWHALEM CREEK

CAMPGROUND ACCESS ROADROUTE 0201

GOODELL CREEK CAMPGROUND

ACCESS ROAD

ROUTE 0210B

NEWHALEM CREEK CAMPGROUND

LOOP B

ROUTE 0210C

NEWHALEM CREEK

CAMPGROUND LOOP C

ROUTE 0204

NORTH CASCADES VISITOR

CENTER ACCESS ROAD

/20

NPS PMIS NO.: 256378

STATE

NPS PP NOCA 2020(1)

SHEET

NUMBER

PROJECT

D.6

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\jo bs \_T ran sp ort ati on \W

_P P_

\70 0F

4\R oa dw ay

D_ Sh ee ts\

S_ no _m ap

_1 1.m xd

NOTE:

1. See Road Inventory Program (RIP) data for

North Cascades National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

Micro Surfacing Type 2

LEGEND:

No Work Unless Noted Otherwise

0 1,000 2,000 Feet

AREA MAP 3

ROUTE 0904

GORGE CREEK OVERLOOK

TRAILHEAD PARKING

ROUTE 0905

GORGE CREEK

PHOTO-OP PARKING

/20

NPS PMIS NO.: 256378

STATE

NPS PP NOCA 2020(1)

SHEET

NUMBER

PROJECT

D.7

\\u sq ts0 vs

\jo bs \_T ran sp ort ati on \W

_P P_

\70 0F

4\R oa dw ay

D_ Sh ee ts\

S_ no _m ap

_1 1.m xd

NOTE:

1. See Road Inventory Program (RIP) data for

North Cascades National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

Micro Surfacing Type 2

LEGEND:

No Work Unless Noted Otherwise

0 1,000 2,000 Feet

AREA MAP 4

ROUTE 0906

DIABLO LAKE OVERLOOK

PARKING LOT

ROUTE 0907

INTERPRETIVE PULLOUT

(DIABLO LAKE)

ROUTE 0105

ENVIRONMENTAL LEARNING

CENTER ACCESS ROAD

/20

NPS PMIS NO.: 256378

STATE

NPS PP NOCA 2020(1)

SHEET

NUMBER

PROJECT

D.8

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\jo bs \_T ran sp ort ati on \W

_P P_

\70 0F

4\R oa dw ay

D_ Sh ee ts\

S_ no _m ap

_1 1.m xd

NOTE:

1. See Road Inventory Program (RIP) data for

North Cascades National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

Micro Surfacing Type 2

LEGEND:

No Work Unless Noted Otherwise

0 2,000 4,000 Feet

AREA MAP 5

ROUTE 0978

THUNDER CREEK TRAIL DAY

USE PARKING AROUTE 0979

THUNDER CREEK TRAIL DAY

USE PARKING B

ROUTE 0914

COLONIAL CREEK CAMPGROUND

ACCESS PARKING

ROUTE 0915

COLONIAL CREEK CAMPGROUND

DUMP STATION

ROUTE 0209B

COLONIAL CREEK CAMPGROUND

NORTH LOOP B

ROUTE 0200C

COLONIAL CREEK CAMPGROUND

LOOP C

ROUTE 0200

COLONIAL CREEK CAMPGROUND

ACCESS SOUTH

ROUTE 0200B

COLONIAL CREEK

CAMPGROUND LOOP B

ROUTE 0209A

COLONIAL CREEK

CAMPGROUND

NORTH LOOP A

ROUTE 0200A

COLONIAL CREEK CAMPGROUND

LOOP A

ROUTE 0200D

COLONIAL CREEK CAMPGROUND

LOOP D

/20

NPS PMIS NO.: 256378

STATE

NPS PP NOCA 2020(1)

SHEET

NUMBER

PROJECT

D.9

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\jo bs \_T ran sp ort ati on \W

_P P_

\70 0F

4\R oa dw ay

D_ Sh ee ts\

S_ no _m ap

_1 1.m xd

NOTE:

1. See Road Inventory Program (RIP) data for

North Cascades National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

Micro Surfacing Type 2

LEGEND:

No Work Unless Noted Otherwise

0 1,000 2,000 Feet

AREA MAP 6

ROUTE 0909

HAPPY CREEK NATURE

TRAIL PARKING

ROUTE 0908

ROSS DAM TRAILHEAD

PARKING

(NO WORK)

ROUTE 0910A

ROSS LAKE OVERLOOK A

(NO WORK)

ROUTE 0910B

ROSS LAKE OVERLOOK B

(NO WORK)

/20

NPS PMIS NO.: 256378

STATE

NPS PP NOCA 2020(1)

SHEET

NUMBER

PROJECT

D.10

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\jo bs \_T ran sp ort ati on \W

_P P_

\70 0F

4\R oa dw ay

D_ Sh ee ts\

S_ no _m ap

_1 1.m xd

NOTE:

1. See Road Inventory Program (RIP) data for

North Cascades National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

Micro Surfacing Type 2

LEGEND:

No Work Unless Noted Otherwise

0 2,000 4,000 Feet

AREA MAP 7

ROUTE 0101

CASCADE RIVER ROAD

EXISTING BRIDGES

(NO WORK)

MP 1

MP 2

MP 3

MP 4

/20

NPS PMIS NO.: 256378

STATE

NPS PP NOCA 2020(1)

SHEET

NUMBER

PROJECT

D.11

\\u sq ts0 vs

\jo bs \_T ran sp ort ati on \W

_P P_

\70 0F

4\R oa dw ay

D_ Sh ee ts\

S_ no _m ap

_1 1.m xd

NOTE:

1. See Road Inventory Program (RIP) data for

North Cascades National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

Micro Surfacing Type 2

LEGEND:

No Work Unless Noted Otherwise

0 3,000 6,000 Feet

AREA MAP 8

63504-1000

SQFT Each SQFT

36 x 18 4.5 4 18.0

36 x 36 9 4 36.0

36 x 36 9 2 18.0

36 x 36 9 6 54.0

48 x 30 10 1 10.0

\\usqts0vs01\jobs\_Transportation\W3X71258_WFL_PP_NOCA\700FHWA\T0094\Roadway\CADD_Sheets\_Tabs\[NOCA Proj_Sum_Shts_20201204.xlsm]TTC\\usqts0vs01\jobs\_Transportation\W3X71258_WFL_PP_NOCA\700FHWA\T0094\Roadway\CADD_Sheets\_Tabs\[NOCA Proj_Sum_Shts_20201204.xlsm]TTC

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR

DESCRIPTION

63502-2000

UNIT

TEMPORARY TRAFFIC CONTROL, CONE

635-6, 635-7

635-6

G20-2

W20-1

Road ClosedR11-2

Route 0204 North Cascades Visitor Center Access Road

W20-4

W20-7A

One Lane Road Ahead

Flagger Symbol

DAY

Sign Message

End Road Work

Road Work Ahead

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION

SIGN

Panel Size Area Quantity

Unit

Drawing Reference

635-1

TOTAL 136.0

EACH

Inches

STATE

NOTES

TEMPORARY TRAFFIC CONTROL

SHEET

NO.

PROJECT

Item Number

MUTCD Reference

CONSTRUCTION SIGN QUANTITIES

WA E.1NPS PP NOCA 2020(1)

ITEM NO.

63502-0700

63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH

63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT

OTHER TRAFFIC CONTROL QUANTITIES

Notes

2/10/21 12:12 PM

NOTES:

1. Quantities shown are estimated. Provide actual quantities as needed for construction and as directed by the CO.

2. Temporary pavement markings include only centerline stripes as measured along the road centerline.

NPS PMIS No. 256378

TABULATION OF

TEMPORARY TRAFFIC

CONTROL QUANTITIES

63401-0000 63401-0000 63405-0050

(TYPE B) (TYPE B)

YELLOW WHITE WHITE WHITE YELLOW WHITE WHITE YELLOW WHITE (TYPE B)

LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT EACH

0101 Cascade River Road 0 0 0 0 0 0 0 0 0 0

0105 Environmental Learning Center Access Road 0 2,640 0 0 0 0 0 0 2,640 0

0108 Olson Creek Road 0 0 0 0 0 0 0 0 0 0

0200 Colonial Creek Campground Access South 0 0 0 0 0 0 180 0 180 1 1

0200A Colonial Creek Campground Loop A 616 80 0 0 0 384 0 616 464 10 10

0200B Colonial Creek Campground Loop B 0 0 0 0 0 0 0 0 0 4 4

0200C Colonial Creek Campground Loop C 0 0 0 0 0 0 0 0 0 3 3

0200D Colonial Creek Campground Loop D 0 0 0 0 0 0 0 0 0 0

0201 Goodell Creek Campground Access Road 0 0 0 0 0 0 0 0 0 0

0201A Goodell Creek Campground Loop A 0 0 0 0 0 0 0 0 0 10 10

0201B Goodell Creek Campground Loop B 0 0 0 0 0 0 0 0 0 5 5

0202 Newhalem Creek Campground Access Road 480 480 0 0 0 0 144 480 624 0

0204 North Cascades Visitor Center Access Road 15,208 15,784 0 0 0 0 72 15,208 15,856 0

0205 Newhalem Raft Launch Loop 0 0 0 0 0 0 0 0 0 0

0206 Newhalem Creek Campground Loops A And B Access 634 0 0 0 0 0 96 634 96 0

0207 Newhalem Creek Campground Loops C And D Access 1,268 0 0 0 0 0 96 1,268 96 0

0208 Newhalem Creek Camp Tender Station Road 800 0 168 2,100 0 0 192 800 2,460 3 3

0209A Colonial Creek Campground North Loop A 108 0 0 0 0 0 180 108 180 8 8

0209B Colonial Creek Campground North Loop B 0 0 0 0 0 0 0 0 0 2 2

0210A Newhalem Creek Campground Loop A 200 0 0 0 0 0 0 200 0 2 4 6

0210B Newhalem Creek Campground Loop B 200 0 0 0 0 0 0 200 0 2 4 6

0210C Newhalem Creek Campground Loop C 0 0 0 0 0 0 240 0 240 0

0210D Newhalem Creek Group Campground Loop D 0 0 0 0 0 0 96 0 96 0

0401 North Cascades Visitor Center Service Road 0 0 0 0 0 0 72 0 72 0

0426 Marblemount Barn Road 0 0 0 0 0 0 0 0 0 0

0435A Marblemount Council Oak Drive 160 0 0 0 0 0 0 160 0 0

0435B Marblemount Council Oak Spur 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0

0900A Marblemount Administrative Public Parking 0 0 360 0 0 480 0 0 840 1 1

0900B Marblemount WIC Parking 0 0 160 0 0 1,584 0 0 1,744 1 1

0900C Marblemount Administrative Private Parking 0 0 1,120 0 0 1,248 0 0 2,368 2 2

0900D Marblemount Shop Parking 160 160 640 0 0 624 0 160 1,424 1 1

0901 West Entrance Sign Parking 0 0 0 0 0 0 0 0 0 0

\\usqts0vs01\jobs\_Transportation\W3X71258_WFL_PP_NOCA\700FHWA\T0094\Roadway\CADD_Sheets\_Tabs\[NOCA Proj_Sum_Shts_20201204.xlsm]Striping 1

TABULATION OF

PERMANENT

PAVEMENT MARKINGS

R O

U T E N

U M

B E R

C S

Y M

B O

L S

H A T C H

E D

A R E A S

(T Y P E B

EACH

S T O

P L

E T T E R

1,368

C R O

S S -W

A L K

S T R

(T Y P E B

ROUTE NAME

S O

E D

E S a n d

M A R K

G S

NPS PMIS No.

No pavement markings

Misc. Text Symbols: (2) "EXIT"

54 6329,380 4 019,834

Parking Areas

2,448 2,100 0

A B A A

C C E S S

B O

S T O

P L

A R R O

W S

Edge stripe for path on right side only

Remarks

Change yellow hatch to white

PAVEMENT

MARKINGS,

SYMBOLS

(1) Centerline quantities are estimated assuming a double yellow centerline. Match existing pavement markings, or as directed by the CO.

(2) Solid Edge Lines & Misc. Markings include edge (fog) lines, parallel parking lines, lane separation lines, transverse stall lines for parking areas & curb paint.

(3) For line widths other than 4 inches, the measured length of line is adjusted in the ratio of the required width to 4 inches.

(4) Match existing pavement markings or as directed by the CO. Payment will be made for actual striped length on the project.

(5) Apply 2 coats of paint for pavement markings according to Subsection 634.05.

(6) FIO = For Information Only.

No pavement markings

SHEET TOTAL 19,144 4,32019,834

H A T C H

E D

A R E A S

(T Y P E B

FIO

(6)

Y E L L O

T E R L a d M

M A R K

G S

P A R K

A L L L

P E B

) PAVEMENT

MARKINGS

(5)

PAVEMENT

MARKINGS

(5)

FIO

(4)(6)

WA F.1

STATE PROJECT

SHEET

NO.

NPS PP NOCA 2020(1)

Change white skip centerline to double

No pavement markings

256378

Misc. Text Symbols: (2) "EXIT"

No pavement markings

PAVEMENT MARKING SUMMARY

BID ITEM NUMBER

12/10/20 2:15 PM

63401-0000 63401-0000 63405-0050

(TYPE B) (TYPE B)

YELLOW WHITE WHITE WHITE YELLOW WHITE WHITE YELLOW WHITE (TYPE B)

LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT EACH

0902A Goodell Creek Raft Launch Parking A 0 0 396 0 0 0 0 0 396 0

0902B Goodell Creek Raft Launch Parking B 0 0 0 0 0 0 0 0 0 0

0903A North Cascades Visitor Center Parking A 0 0 600 0 0 480 0 0 1,080 3 3

0903B North Cascades Visitor Center Parking B 0 0 800 0 0 0 0 0 800 0

0903C North Cascades Visitor Center Parking C 0 0 520 0 0 384 0 0 904 1 1

0903D North Cascades Visitor Center Parking D 0 0 720 0 0 0 0 0 720 5 5

0904 Gorge Creek Overlook Trailhead Parking 0 0 1,180 0 0 3,120 240 0 4,540 2 1 3

0905 Gorge Creek Photo-Op Parking 0 0 0 0 0 0 0 0 0 0

0906 Diablo Lake Overlook Parking Lot 300 940 5,364 0 0 15,780 96 300 22,180 2 7 9

0907 Interpretive Pullout (Diablo Lake) 0 0 0 0 0 0 0 0 0 0

0909 Happy Creek Nature Trail Parking 0 280 320 0 0 384 96 0 1,080 2 2

0912 Newhalem Creek Camp Tender Parking 0 0 80 0 0 384 0 0 464 1 1

0913 Newhalem Creek Dump Station 0 0 0 0 0 0 0 0 0 0

0914 Colonial Creek Campground Access Parking 0 650 4,354 0 0 10,536 0 0 15,540 9 5 10 24

0915 Colonial Creek Campground Dump Station 0 0 0 0 0 0 0 0 0 0

0916 North Cascades Visitor Center Service Parking 0 0 200 0 0 240 0 0 440 1 1

0977 Newhalem Creek Walk-In Sites Parking 0 0 160 0 0 0 0 0 160 0

0978 Thunder Creek Trail Day Use Parking A 0 0 520 0 0 768 0 0 1,288 2 2

0979 Thunder Creek Trail Day Use Parking B 0 0 280 0 0 0 0 0 280 0

0 0 0 0 0 0 0 0 0 0

\\usqts0vs01\jobs\_Transportation\W3X71258_WFL_PP_NOCA\700FHWA\T0094\Roadway\CADD_Sheets\_Tabs\[NOCA Proj_Sum_Shts_20201204.xlsm]Striping 2

24 0 77 11436,396 1,800 20,134 79,252 1317,942 2,100 0

S O

E D

E S a d

M A R K

G S

PROJECT TOTAL 20,134 21,014

SHEET TOTAL 300 1,870

P A R K

A L L L

P E B

PAVEMENT MARKING SUMMARY

STATE PROJECT

SHEET

NO.

WA NPS PP NOCA 2020(1) F.2

C R O

S S -W

P E B

BID ITEM NUMBER FIO

(4)(6)

FIO

(6)

Remarks

R O

U T E N

U M

B E R

ROUTE NAME Y

E L L O

T E R L a d M

M A R K

G S

A R R O

S PAVEMENT

MARKINGS,

SYMBOLS

PAVEMENT

MARKINGS

(5)

PAVEMENT

MARKINGS

(5)

C S

Y M

B O

L S

A B A A

C C E S S

B O

S T O

P L

E T T E R

H A T C H

E D

A R E A S

(T Y P E B

H A T C H

E D

A R E A S

(T Y P E B

S T O

P L

Add ABA symbol

Change yellow hatch to white

No pavement markings

Change yellow hatch to white

No pavement markings

EACH

No pavement markings

Add hatch

No pavement markings

Misc. Text Symbols: (9) "BOAT TRAILER

PARKING";

32,076 432 300 19 0 2315,494 0 0

6/4/21 8:10 AM

(1) Centerline quantities are estimated assuming a double yellow centerline. Match existing pavement markings, or as directed by the CO.

(2) Solid Edge Lines & Misc. Markings include edge (fog) lines, parallel parking lines, lane separation lines, transverse stall lines for parking areas & curb paint.

(3) For line widths other than 4 inches, the measured length of line is adjusted in the ratio of the required width to 4 inches.

(4) Match existing pavement markings or as directed by the CO. Payment will be made for actual striped length on the project.

(5) Apply 2 coats of paint for pavement markings according to Subsection 634.05.

(6) FIO = For Information Only.

5149,872 9

TABULATION OF

PERMANENT

PAVEMENT MARKINGS

NPS PMIS No. 256378

ROUTE 906

OVERLOOK PARKING

DIABLO LAKE

STRIPING PLAN

120'60'0

Scale in Feet

NOTE:

FOOTNOTE:

[1] ABA signs and posts by others.

.5 solid white, 4" width

Pavement Markings, Type B

60°

60° ty p accessibility symbol (typ.)

Pavement Markings, Type B

Type B, straight arrow (typ.)

Pavement Markings, 4" width solid white, Type B

Pavement Markings, .5

47'

(t y p

9' (typ.)

[1]

Existing edge of pavement pavement marking information.

3. See Sheet F.5 for hatch and ailes to match existing curb ramps.

Field adjust ABA spaces and access for CO approval prior to painting.

2. Temporarily layout all markings as noted.

solid white, 4" width except

1. Pavement markings, Type B solid white, 12" width

Pavement Markings, Type B, 5' min.

ABA access aisle solid white, 4" width (typ.)

Pavement Markings, Type B

No parking hatch, 4" width, 75' length

Type B, solid double yellow, Pavement Markings, solid yellow, 4" width (typ.)

Pavement Markings, Type B

No parking hatch, F.3

STATE PROJECT

M J

T r a n s p o r ta ti o n

W F L P P

N O

C A F

H W

A T R o a d w a y C

A D

D S h e e ts F p k g .d g n

NUMBER

SHEET

NPS PMIS NO.: 256378

WA NPS PP NOCA 2020(1)

120'60'0

Scale in Feet

NOTE:

FOOTNOTE:

[1] ABA signs and posts by others.

solid white, 4" width

Pavement Markings, Type B accessibility symbol (typ.)

Pavement Markings, Type B

9' (typ.)

' (ty p

60°

(t y p

[1]

Existing edge of pavement1

35' (typ.)

Type B, straight arrow (typ.)

Pavement Markings, Type B, solid white, 4" width(typ.)

No parking hatch, Pavement Markings, ROUTE 0914 & 0200

ACCESS PARKING

CAMPGROUND

COLONIAL CREEK

STRIPING PLAN

70' et u o R ht u o

S ss ec c

A dn uo rg p ma

C ke er C l ai no lo

C pavement marking information.

3. See sheet F.5 for hatch and ailes to match existing curb ramps.

Field adjust ABA spaces and access for CO approval prior to painting.

2. Temporarily layout all markings as noted.

solid white, 4" width except

1. Pavement markings, Type B

F.4

BOAT TRAILER PARKING

BOAT TRAILER PARKINGBOAT TRAILER PARKINGBOAT TRAILER PARKINGBOAT TRAILER PARKING BOAT TRAILER PARKINGBOAT TRAILER PARKING pavement edge of

Existing

STATE PROJECT

M J

T r a n s p o r ta ti o n

W F L P P

N O

C A F

H W

A T R o a d w a y C

A D

D S h e e ts F p k g F in a l

O p ti o n .d g n

NUMBER

SHEET

NPS PMIS NO.: 256378

WA NPS PP NOCA 2020(1)

18'

R7-8 12"xl8"

R7-8A 12"x6"

I--- 9' -----I

Existing curb or parking edge line

4" solid single white edge line f41

HEAD-ON PARKING

STRIPING

Signs must be mounted with a 5' minimum vettical clearance above the ground surface, measured to the bottom of the sign. flJ R7-8

12"x18"

R7-8A 12"x6"

E xisting curb or parking edge line

4" solid single white edge line f4l

DIAGONAL PARKING

STRIPING

RESERVED

R7-8 PARKING

12"xl8" �

R7-8A 12''x6"

{4] 4" solid white edge line.

I• Varies •I

NO PARKING HATCH

{NON ADA/ ASA

ACCESS AISLE}

RESERVED

PARKING

Sl�TEDIS,QEO

R7-8 12"x18"

R7-8A 12"x6" NOTE:

STATE PROJECT

WA N P S PP NOCA 2020(1)

1. Provide striping in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) latest edition.

SHEET

NUMBER

F.5

2. Provide letters, numeral� and symbols that conform with -t'---'.;;;;;"n-_c:=,."'--'--11«=;;c====;r--'-...,_--7r-==-Sign Post 131 the "Standard Highway ,:,igns", latest edition.

3. Dimensions shown are for informational purposes only.

Sign Post f3J Match existing pavement marking configurations, symbols and words, or as directed by the CO.

18'

WL �

4"solid single white edge line

4"solid single white line border

I--- 9' -----I-- s·----1----- 9' ____.j (min.) (min.) (min.)

11' (min.) for van accessible parking stalls

CAR AND VAN ACCESSIBLE SPACE

HEAD-ON PARKING

WITH HATCHED ACCESS AISLE

22' - 26' 20' mm.

Deta1IA

iF IiF iF ii --- 8' , -

Edge of J pavement PARALLEL PARKING

STRIPING

20' hd le white e border

4"solid single white edge line

�- :;�g d -� d1ag

1-z;�§;:; d van access,b/e '-... 1 parking stalls "t

CAR AND VAN ACCESSIBLE SPACE

DIAGONAL PARKING

White symbol and border 36"x36" (min.) (typ.)

WITH HATCHED ACCESS AISLE

DETAIL A

8' (min.)

11' (min.)

for van accessible parking stalls ,__ __ 2_0_' m_in_ . _ __,., -- - - - '-\i IF

18" ii : - -- ·s: IW///////AI _ .:

PARALLEL ACCESSIBLE fsJ

CAR PARKING STRIPING

NO SCALE

4. Use blue edge lines on concrete surfaces for Accessible spaces.

5. Dimensions are to center-line of stripe.

FOOTNOTE:

f11 Provide signs matching parking details when specified in the Quantity Tabulation.

Mount signs with a 5'-0" minumum vertical clearance above the ground surface measured to the bottom of the sign.

f21 Wheel stop if required to prevent encroachment of vehicles over the required width of walkway.

f3J Install 4"X4" wood posts conforming to 718.04{a) when specified in the Quantity Tabulations.

f4J Use only 4" Type B solid white edge lines unless specified as yellow in the Quantity Tabulations or otherwise noted.

[SJ See No Parking Hatch detail on this sheet for striping dimensions and spacings.

PAVEMENT MARKINGS

IN PARKING AREAS

N P

S P

_0_.:_

_5_6_37_.8

�----------------------------------------------------....,.---,------....,.-,,S""'

E T

TATE PROJECT NUMBER

V) lg, are "E 6i c::} Cl i3 ,::

it i3 � &I cx:,I

..J

20.5" 6" 27"

1· T T ·1

�ilJ�� (lN�J�� 13.5" 6"

23.4"

29.1"

"VAN"

WORD MARKING

"BUS ONLY"

WORD MARKING

45"

"NO PARKING"

WORD MARKING

6" 38.5" 6"

"BOAT TRAILER PARKING"

WORD MARKING

STOP LINE fll

--11 • 4" Typical

6.75'

STOP LINE INCLUDING

"STOP" WORD MARKING

45"

NO SCALE

NOTE:

WA NP

PP NOCA 2020(1) F.6

1. Provide striping in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) latest edition.

2. Provide letters, numerals, and symbols that conform with the "Standard Highway Signs", current edition.

3. Match existing pavement marking configurations, symbols and words, or as directed by the CO.

FOOTNOTE:

£11 Extend stop line across the width of the lane.

A 12' lane width was assumed for estimating purposes only.

PAVEMENT MARKING AREAS

TYPE

BUS ONLY Word Marking

NO PARKING Word Marking

Stoo Line Includina STOP Word Marking

Chevron Symbol

VAN Word Marking

BOAT TRAILER PARKING Word Marking

I Center of Lane

SPEED BUMP

CHEVRON SYMBOL

SQFT

10'

PAVEMENT MARKINGS

SYMBOLS AND WORDS

_S_ P

I S_

N _0_.:_

_56-37___.8 t::

.g, "'r----------------------------------------------------------------------..---.... --------.,..,==,.., s ��

:s'

STATE PROJECT NUMBE R

re "E 6i c::} Cl i'.5 ,::

it i'.5 &I

,._,I cx:,I t::

..J

12" solid white transverse lines at stop sign controlled locations only

24" solid white longitudinal lines, center on centerlane and edge strip and center travel Jane line between adjacent lines

6'-12' I• •I

CROSSWALK STRIPING £11

Edge of pavement

NO SCALE

WA N PS PP NOCA 2020(1)

NOTE:

1. Provide striping in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) latest edition.

2. Provide letters, numerals, and symbols that conform with the "Standard Highway Signs", latest edition.

3. Match existing pavement marking configurations, symbols and words, or as directed by the CO.

FOOTNOTE:

[IJ Extend crosswalk across the full width of the roadway.

F.9

PAVEMENT MARKINGS

MISCELLANEOUS ROADWAY

STRIPING

PS_P

IS_N

-56_3_7_.8

LOCATION

QUANTITY

(SQFT)

REMARKS

Bridge North abutment 353

TOTAL 353

Item 25501-1000

MECHANICALLY STABILIZED EARTH WALL,

WELDED WIRE FACE

LOCATION

QUANTITY

(LPSM)

REMARKS

Bridge North abutment All

TOTAL All

Item 25701-0200

CONTRACTOR FURNISHED MECHANICALLY

STABILIZED EARTH WALL DESIGN

ITEM QUANTITY REMARKS

MSE WALL EXCAVATION 77 (CUYD)

Neatline, includes reinforced soil slope limits, pavement removal

SELECT GRANULAR

BACKFILL, MSE WALL

BACKFILL

72 (CUYD)

Neatline, includes reinforced soil slope limits

REMOVAL OF

GUARDRAIL

25.0 (LNFT) As needed to install MSE wall

GUARDRAIL SYSTEM

G4, TYPE 2, CLASS A

STEEL OR WOOD POSTS

25.0 (LNFT) As needed to install MSE wall

REINFORCED SOIL

SLOPE

ALL

Geotextile-wrapped face abutting back of bridge end and cantilevered sidewalk and curb according to

PLACING CONSERVED

TOPSOIL AND TURF

ESTABLISHMENT

ALL

Install according to Section 624 and 625 as directed by CO

For Information Only

WALL QUANTITIES

Paid for by Item 25501-1000

Newhalem St.

N. Cascades Hwy.

N e w h a le m C re e k

Campgrounds

C p oo

V is ito r s C e n te r R d

.dR dnuo rgpmaC keerC lledooG reppU

SKAGIT RIVER

Campgrounds

60 Miles

To Burlington, WA

WHATCOM COUNTY

Staging Area

Access Rd.

Newhalem Campground

National Park

North Cascades

N o r th C a s c a d e s N a tio n a l P a r k location at north bridge approach

Asphalt Concrete Patch, Type 1

Mechanically Stabilized Earth Wall and

G.2

65 Miles

To Winthrop, WA

900'450'0

Scale in Feet

Lo op A

Lo op B

WA NPS NOCA 2021(1)

Project Location

CAMPGROUND ACCESS ROAD

CREEK

ROUTE 0202 NEWHALEM

SKAGIT RIVER BRIDGE

VICINITY MAP

STATE PROJECT

J u n

M P

M J

T r a n s p o r ta ti o n

W F L P P

N O

C A F

H W

A T R o a d w a y C

A D

D S h e e ts G G .2 n o c a a c .d g n

NUMBER

SHEET

NPS PMIS NO.: 256378

WA NPS PP NOCA 2020(1)

G.2_noca02001_ac.dgn 6/2/2021 2:16:40 PM

I I) � _____ < '"�,,�,�=�'-·"�re j)

'o .f' /- /

I ( .,,,., I , /

Cons t standard -� inderdrain system

See SheetG.

I Construct ;/sphalt co,ncrete pavement patch, type 1 See Section C for details

-i.S_

-7"• ,,-c_--= = 0,�

- ..,, .J�-=-=-

- - - -1 - - - - - - - -n- !

Existing signal Do not disturb

Sawcutting pavement £1/

STATE

NOTE:

PROJECT

NPS PP NOCA 2020(1)

SHEET

NUMBER

G.3

No updated survey data is available. Topographic data shown is For Information Only. Contours shown are 1-meter. Construction limits are approximate based on the proposed nature of the work.

-----+---.--- z

----------r--- _.., ______ -________ :____ -n- -n- --n-

1 / -=--=-sr-:�-

Existing edge of pavement

\ I Existing signal Do not disturb

Existing guardrail

Install soil erosion control, silt fence

:.:t------------------------------------------------------------------------1 g-"l=

LEGEND:

-SF - Silt Fence

-J' Surface flow direction

Disturbed Area

- Construction limits

H uo H Standard underdrain system

FOOTNOTE:

{1/ Determine sawcutting location based on excavation limits.

0 20'

L....--liliL....J Scale in Feet

40' EROSION AND

SEDIMENT CONTROL AND

PAVING PLAN

NPS PMIS NO.: 256378

G.4

2'-6"

8'-0"

Slope limits

Reinforced Soil bridge shadow with flow directed away from

Daylight drain pipe on slope

End of existing bridge girder wire face wall, welded stabilized earth

Install Mechanically

C Pier

NOTE:

NO SCALE

FOOTNOTE:

For section A-A see sheet G.5.

For section B-B see sheet G.6.

Standard underdrain system min 2' sidewalk and curb cantilevers, Wrap welded wire face along

[1]

[2]

8'-6"

[2] B

[1]

16'-0"

Do not disturb

Existing bridge cantilevers, min 2'

Wrap welded wire face along sidewalk and curb

1. Hand excavate and locate existing conduits and water line at 5' intervals from existing daylighted locations to 30' north of bridge end.

2. Develop and submit plan for temporary or permanent relocation of conduits and water line.

3. Support and protect existing water line. When backfilling, provide additional pipe insulation as needed until a minimum of 2' of soil cover is established.

conduits

Support and protect existing carrier pipe as needed waterline. Extend insulated CMP

Support and protect existing wood posts, 12.5 LNFT

Guardrail system G4, type 2, Removal of guardrail, 12.5 LNFT wood posts, 12.5 LNFT

Guardrail system G4, type 2, Removal of guardrail, 12.5 LNFT

Wrapped face of Reinforced Soil Slope

Sawcut

Mechanically stabilized earth wall limits

WIRE FACE PLAN

EARTH WALL, WELDED

MECHANICALLY STABILIZED

STATE PROJECT

J u n

M A

M J

T r a n s p o r ta ti o n

W F L P P

N O

C A F

H W

A T R o a d w a y C

A D

D S h e e ts G G .4

N O

C A P

E .D

G N

NUMBER

SHEET

NPS PMIS NO.: 256378

WA NPS PP NOCA 2020(1)

G.4_H01_NOCA_20(1)_PE.DGN 6/2/2021 9:42:53 AM

lap

STANDARD UNDERDRAIN SYSTEM

RODENT GUARD DETAIL

NOTE:

NO SCALE

SECTION A-A

DETAIL 1

FOOTNOTE:

Granular Backfill

Type C (Non-woven)

Geotextile Filter, Class 2, Tubing, dia. 3"

Polyethylene Drainage

Perforated, corrugated

[1]

Outlet pipe

Hose clamp

Wire mesh

Existing ground

See detail 1 Standard underdrain system [1]

G.5sides and top of each layer Reinforced soil slope, 3' min wrap on

M in

V a r ie s

12"

2" wall grade at face of front Reconstruct finish wall Welded wire face MSE grade finished Proposed

8'-0"8'-0"

Daylight underdrain pipe on vegetated slope not draining to bridge shadow.

LEGEND:

12"

1. Location of pipe underdrain may be adjusted by the CO.

2. Minimum underdrain grade is 0.5 percent.

3. Use the minimum width required for installation.

4. Mark the outlet of the underdrain with a delineator post or other suitable marker.

5. All work and materials associated with this installation are subsidiary to Standard

Underdrain System.

6. Use galvanized steel, welded wire cloth, mesh count 4, 0.0625 wire diameter and use stainless steel clamps.

7. Use 90 degree connector or manufacturers recommendation for connecting collector pipe to outlet pipe.

Backfill material

See sheet C.3 type 1 pavement patch, Asphalt concrete

Backfill material

Reinforcement

M in

Select granular backfill

Backfill material DETAILS

FACE & UNDERDRAIN

EARTH WALL, WELDED WIRE

MECHANICALLY STABILIZED

slope Reinforced soil

STATE PROJECT

J u n

M A

M J

T r a n s p o r ta ti o n

W F L P P

N O

C A F

H W

A T R o a d w a y C

A D

D S h e e ts G G .5 n o c a fa .d g n

NUMBER

SHEET

NPS PMIS NO.: 256378

WA NPS PP NOCA 2020(1)

G.5_noca02001_fa.dgn 6/3/2021 10:26:43 AM

G.6

NO SCALE

SECTION B-B

Slope

Reinforced Soil

Do not disturb

Existing utility conduits

7'-0"

18'-6"

7'-0"1'-3" 3'-3"

" 6

4'-0"

18'-6"

LEGEND:

slope shown and catch existing dimensions and slopes as necessary to provide

Adjust elevation of bench

See sheet C.3 type 1

Asphalt concrete pavement patch, across full width of repair separation-stabilization geotextile

Lap top layer for separation

Geotextile location land side pipe, unknown depth and

Existing 2" cast iron water

Existing ground clearance from guardrail and 2' lateral minimum vertical cover needed to provide 3'

Relocate 2" water as

Top mat cap wall, see note

Welded wire face, MSE

NOTE:

on bridge corrugated metal pipe inside 12" diameter

Existing 2" water pipe

Do not disturb

Existing steel post and bridge railing guardrail and post as needed

Remove and replace W-Beam bottom of bridge girder space between backfill and

Maintain minimum 2' clear spalls on recompacted surfaces.

Under bridge, place quarry

Place 4" conserved top soil.

guardrail and post as needed

Remove and replace W-Beam of guardrail posts clearance if west of or 12" lateral clearance if east and 6" lateral

2" vertical cover provide minimum conduits to communication and

Protect electrical

Reinforcement

Hardware cloth

DETAILS

WIRE FACE

EARTH WALL, WELDED

MECHANICALLY STABILIZED

Select granular backfill conforming to 720.01(h).

3. Provide minimum 20 gauge hardware cloth at face

2. Provide commercial galvanized wire mesh conforming to 720.01(b).

1. Maximum wire spacing: 5" vertical, 2.5" horizontal.

sides geotextile 3' minimum on all

Lap separation-stabilization

Select granular backfill

STATE PROJECT

J u n

M P

M J

T r a n s p o r ta ti o n

W F L P P

N O

C A F

H W

A T R o a d w a y C

A D

D S h e e ts G G .6 .d g n

NUMBER

SHEET

NPS PMIS NO.: 256378

WA NPS PP NOCA 2020(1)

G.6.dgn 6/2/2021 1:02:48 PM

NO SCALE

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Fi ll slo pe

T o e o f s lo p e

PLAN

ELEVATION

T o e o f s lo p e

Fi ll sl op e

ELEVATION

PLAN

END DETAIL

END POSTS DETAIL

POSTS AT JOINTS

Varies

Geotextile

Steel or wood post

Backfilled and compacted soil fo r s p a c in g

S e e N o te

Limits of clearing

(undisturbed)

Existing ground

Silt fence reinforcement

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

SILT FENCE

W157-1

NPS PP NOCA 2020(1)WA G.7

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

T r a n s p o r ta ti o n

W F L P P

N O

C A F

H W

A T R o a d w a y C

A D

D S h e e ts G G .7

.d g n

J u n e

NOTE:

Staple or tie

Section B

Geotextile fabric, Tie top of posts together driven tightly together.

Steel or wood posts

Steel or wood post

Staple or tie

Geotextile fabric

Fasten fabric to posts around each post one full turn.

Fold geotextile fabric See Note 3

End Posts Detail

End posts, see

End Posts Detail

End posts, see

See Note 3 fabric, Section A

Geotextile

Flow

Flow running around the ends.

Curve ends of silt fence upgrade to prevent water from as possible.

Install silt fence to follow the ground contours as closely does not slide down, supporting posts.

All types must ensure silt fence remains attached to, and manufacturer's recommendations for installation procedures.

as long as specified dimensions are satisfied. Follow

Alternate preassembled silt fence options will be allowed m in m in m in

6-foot (max.) spacing without silt fence reinforcement.

10-foot (max.) spacing with silt fence reinforcement.

4" min.

6" min. trench

For selection only

G.7_W157-1.dgn 6/2/2021 2:20:59 PM

NPS:

State: WA

Project: NPS PP NOCA 2020(1)

617-10: G.8

File details come from the government source that posted it. Updated Sep 8, 2021.