10_WA_PRA_OLYM_12(2)_-_Plans.pdf.pdf

N

Lee Taylor 09/16/16

Laura Joss 09/07/16

Robert Lale 11/08/16

NPS PMIS No. 7347 NPS Dwg. No. 149/80058

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

A.1

STATE PROJECT

NUMBER

SHEET

WA

PRA OLYM 12(2)

D A

T E

P

A T

H

R J o h n s o n

C h e c k e d b y

D

S la n in a e s ig n e d b y

NATIONAL

PARK

SERVICE

Department of the Interior

PROJECT MANAGER

COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

TYPE OF CONSTRUCTION:

and parking improvements.

concrete curb and gutter, drainage improvements, Restore, resurface, rehabilitate (3R)

K. LOFTSGAARDEN

OLYMPIC

NATIONAL

PARK

The Foothills

E lw h a

River

Range

Kla hh an e

Ra ng e

Co x

Va lle y

R idge

Hurricane

OLYMPIC

NATIONAL

FOREST

LOWER ELWHA

INDIAN RES

HARBOR

ANGELES

PORT

STRAIT OF JUAN DE FUCA

L A

K E

A L D

W E

L L

E L

W H

A

R

IV

E R

WASHINGTON

CLALLAM COUNTY

NPS PMIS NO. 7347

WA PRA OLYM 12(2)

PLANS FOR PROPOSED PROJECT

OLYMPIC NATIONAL PARK

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

SEE SHEET A.2 FOR INDEX TO SHEETS

115 MILES

TO OLYMPIA

T 30 N

T 29 N

R W

R W

R W

R W

R W

R W

T 30 N

T 29 N

MI

LE

S

TO

ABERDEEN

T 31 N

T 30 N

R W

R W

R W

R W

Project Location

HURRICANE RIDGE ROAD, PHASE II

SCALE IN MILES

2 0 1 2 3 4 51

SPECIFICATION:

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

Standard Specifications for Construction

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLANS PREPARED BY

e (max)

V

ADT (2023):

ADT (2003):

4%

45 MPH

A N

G E

L E S

R D

LAURIDSEN

H E

A R

T O

T H

E H

IL

L S

P A R

K W

A Y

L A

U R

E L

L

IN

C O

L N

1ST

FRONT

R A

C E

M T

PARK

HURRICANE

RI

D G E

ROAD

APPROVED:

DATE

DATE

DATE

307+26

306+18

CULVERT SITES

346+12

CULVERT SITE

380+72

CULVERT SITE

Western Federal Lands Highway Division

Chief of Engineering, Robert Lale, National Park Service

Regional Director, Pacific West Region, Laura Joss, Olympic National Park

Superintendent, Lee Taylor, 283+00.00

SUSPEND PROJECT

381+25

END PROJECT

6+10.85

RESUME PROJECT

3+05

TURNOUT SITE

PROJECT LENGTH 5.302 MILES

INDEX TO SHEETS

A.2

STATE PROJECT

D A

T E

P

A T

J o h n s e c k e d b

S la n s ig n e d b y

INDEX TO SHEETS

G. MISCELLANEOUS PLAN DETAILS

F. EROSION CONTROL

E. APPROACH ROADS AND PARKING AREAS

D. PLAN-PROFILE

C. TYPICAL SECTION(S)

B. SUMMARIES

A. GENERAL INFORMATION

G.7

G.6

G.5

G.4

G.3

G.2

G.1

F.7

F.2-F.6

F.1

E.10

E.8-E.9

E.7

E.6

E.5

E.4

E.3

E.2

E.1

D.3-D.12

D.1-D.2

C.5

C.4

C.3

C.2

C.1

B.1-B.6

A.3

A.2

A.1

UTILITY VAULT DETAILS

UTILITY TRENCH DETAILS

TRANSVERSE RUMBLE STRIPS

GATE DETAIL

ACCESSIBILITY RAMP DETAILS

CONCRETE SIDEWALK DETAILS

CONCRETE CURB & GUTTER DETAILS

SILT FENCE DETAIL

EROSION CONTROL PLAN

TABULATION OF EROSION CONTROL QUANTITIES

OBLITERATION DETAILS

PAVED TURNOUT DETAILS

PARKING AREA DETAIL STATION 235+80

INTERSECTION DETAIL HEATHER PARK ACCESS ROAD STATION 283+15

INTERSECTION DETAIL LAKE DAWN ROAD STATION 268+70

INTERSECTION DETAIL MT. ANGELES ROAD STATION 10+00

PARKING AREA AND TURNOUT TYPICAL SECTIONS

ROAD APPROACH, TYPICAL SECTION AND DETAILS

ROAD APPROACH AND PARKING AREA QUANTITIES

PLAN AND PROFILE

TABULATION OF PLAN QUANTITIES

TYPICAL SECTION BASE REHABILITATION

TYPICAL SECTION SUBEXCAVATION

TYPICAL SECTION DETAILS

TYPICAL SECTION

TABULATION OF TYPICAL SECTION QUANTITIES

SUMMARY OF QUANTITIES

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

K. PERMANENT TRAFFIC CONTROL PLAN

J. TEMPORARY TRAFFIC CONTROL PLAN

I. SAFETY FEATURES

H. DRAINAGE

PERMANENT SIGN INSTALLATION WOOD POSTS

RAISED PAVEMENT MARKER DETAILS

PAVEMENT MARKING SYMBOLS AND WORDS

SNOW POLE HOLDER DETAILS

PARKING AREA STRIPING PLAN STATION 235+80

INTERSECTION STRIPING PLAN MT. ANGELES ROAD

PERMANENT TRAFFIC CONTROL PLAN

PERMANENT TRAFFIC CONTROL PAVEMENT MARKING DETAILS

TABULATION OF PERMANENT TRAFFIC CONTROL QUANTITIES

TEMPORARY TRAFFIC CONTROL PLAN CLOSURE GUIDELINES

TEMPORARY TRAFFIC CONTROL SIGN INSTALLATION DETAIL

TEMPORARY TRAFFIC CONTROL CLOSURE DETAILS

TABULATION OF TEMPORARY TRAFFIC CONTROL QUANTITIES

G4 W-BEAM GUARDRAIL ROUND END SECTION

G4 W-BEAM GUARDRAIL DETAILS

GEOCOMPOSITE UNDERDRAIN DETAILS

CONCRETE PAVED WATERWAY, TYPE 4

PLACED RIPRAP AT CULVERT OUTLETS/INLETS WITH DITCH

PLACED RIPRAP AT CULVERT OUTLETS/INLETS WITHOUT DITCH

METAL FRAME AND GRATE TYPE B (STD DWG 604-3)

CATCH BASIN TYPE 1 (STD DWG 604-1)

METAL END SECTIONS (STD DWG 602-4)

METAL AND PLASTIC PIPE CULVERT BEDDING (STD DWG 602-3)

METAL PIPE CULVERT COUPLING BAND (STD DWG 602-2)

METAL PIPE CULVERT (STD DWG 602-1)

TABULATION OF DRAINAGE QUANTITIES

K.13

K.12

K.11

K.10

K.9

K.8

K.3-K.7

K.2

K.1

J.5

J.4

J.2-J.3

J.1

I.6

I.1-I.5

H.11

H.10

H.9

H.8

H.7

H.6

H.5

H.4

H.3

H.2

H.1

Sheet and Description

Section C Section D Section E Section F Section G Section H Section I Section J

Typical Section Plan & Profile Approach Roads Erosion Control Misc. Plan

Details Drainage Temporary Traffic Control

Permanent Traffic Control ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND

ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15703-1500 SOIL EROSION CONTROL, TEMPORARY SOIL

TACKIFIER ACRE 2.0 2.0

A0140 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 2,435 65 2,500

A0160 15801-0000 WATERING FOR DUST CONTROL MGAL 1,000 1,000

A0180 20301-0200 REMOVAL OF BOULDER EACH 8 8

A0200 20301-0500 REMOVAL OF CATCH BASIN EACH 2 2

A0220 20301-1900 REMOVAL OF PIPE CULVERT EACH 12 12

A0240 20301-2400 REMOVAL OF SIGN EACH 24 24

A0260 20302-0500 REMOVAL OF CURB, CONCRETE LNFT 732 18 750

A0280 20302-1200 REMOVAL OF GUARDRAIL LNFT 6,617 13 6,630

A0300 20302-1300 REMOVAL OF GUARDRAIL, CONCRETE BARRIER LNFT 20 5 25

A0320 20315-0000 SAWCUTTING PAVEMENT LNFT 294 6 300

A0340 20402-0000 SUBEXCAVATION CUYD 5,062 48 5,110

A0360 20410-0000 SELECT BORROW CUYD 3,758 42 3,800

A0380 20701-0100 EARTHWORK GEOTEXTILE, TYPE I-A SQYD 602 18 620

A0400 20701-1200 EARTHWORK GEOTEXTILE, TYPE IV-A,

NON-WOVEN SQYD 8,918 32 8,950

A0420 20703-2000 GEOGRID, BIAXIAL SQYD 5,336 14 5,350

A0440 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 160 10 170

A0460 25101-2000 PLACED RIPRAP, CLASS 2 CUYD 154 6 160

A0480 25101-3000 PLACED RIPRAP, CLASS 3 CUYD 17 3 20

A0500 30303-3000 ROADWAY RECONDITIONING SQYD 586 14 600

A0520 30503-0000 AGGREGATE-TOPSOIL COURSE CUYD 1,296 54 1,350

A0540 30801-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 888 12 900

A0560 31001-0000 RECYCLED AGGREGATE BASE, 6" DEPTH SQYD 2,782 4,800 33 7,615

A0580 40101-5600 SUPERPAVE PAVEMENT, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL TON 13,057 777 408 14,242

A0600 40205-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 131 41 19 191

A0620 40401-0000 MINOR HOT ASPHALT CONCRETE TON 1,238 62 1,300

A0640 41202-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1,

OR SS-1H GAL 15,942 961 35 16,938

A0660 41301-1200 ASPHALT PAVEMENT MILLING, 5-INCH DEPTH SQYD 1,566 39 1,605

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SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B.1PRA OLYM 12(2)WA

Typical Section Plan & Profile Approach Roads Erosion Control Misc. Plan

Details Drainage Temporary Traffic Control

Permanent Traffic Control ALLOWANCE Bid

Schedule

A0680 41602-2000 CONTINUOUS COLD RECYCLED ASPHALT BASE

COURSE TYPE B, 3" DEPTH SQYD 75,379 121 75,500

A0700 41606-0000 EMULSIFIED ASPHALT (ENGINEERED) TON 208 12 220

A0720 41610-1000 FOG SEAL GRADE CSS-1, CSS-1H, SS-1 OR

SS-1H TON 32 3 35

A0740 41611-1000 BLOTTER TON 415 19 434

A0760 60201-0600 18-INCH PIPE CULVERT LNFT 149 11 160

A0780 60201-0800 24-INCH PIPE CULVERT LNFT 484 26 510

A0800 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 5 5

A0820 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 17 17

A0840 60404-1000 CATCH BASIN, TYPE 1 EACH 1 1

A0860 60409-0200 INLET TOP, METAL FRAME AND GRATE TYPE B EACH 1 1

A0880 60502-0000 GEOCOMPOSITE UNDERDRAIN SYSTEM LNFT 1,600 10 1,610

A0900 60707-0300 LINING 18-INCH PIPE CULVERT LNFT 267 13 280

A0920 60707-0500 LINING 24-INCH PIPE CULVERT LNFT 447 13 460

A0940 60802-0400 PAVED WATERWAY, TYPE 4 LNFT 20 5 25

A0960 60901-1700 CURB, CONCRETE, 18-INCH DEPTH LNFT 1,942 695 13 2,650

A0980 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH

DEPTH LNFT 150 1,255 15 1,420

A1000 61501-0100 SIDEWALK, CONCRETE SQYD 173 5 178

A1020 61701-2000 GUARDRAIL SYSTEM G4, TYPE 4, CLASS B

WOOD POSTS LNFT 5,688 522 6,210

A1040 61702-0300 TERMINAL SECTION, TYPE G4-BAT EACH 10 10

A1060 61702-0600 TERMINAL SECTION, TYPE FLARED EACH 2 2 4

A1080 61702-0800 TERMINAL SECTION TYPE TANGENT EACH 22 22

A1100 61703-2000 TERMINAL END, TYPE ROUND END SECTION EACH 2 2 4

A1120 61902-0000 GATE WIRE, 20 FT WIDTH EACH 1 1

A1140 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM

CAPACITY HOUR 100 100

A1160 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM

RATED CAPACITY HOUR 100 100

A1180 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 50 50

A1200 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED,

1.0 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 100 100

A1220 62301-0000 GENERAL LABOR HOUR 300 300

A1240 62407-0000 PLACING CONSERVED TOPSOIL CUYD 67 3 70

A1260 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN EACH 5 5

A1280 63302-0000 SIGN SYSTEM SQFT 173 173

A1300 63315-0000 RUMBLE STRIP SQYD 45 5 50

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

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SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2PRA OLYM 12(2)WA

Typical Section Plan & Profile Approach Roads Erosion Control Misc. Plan

Details Drainage Temporary Traffic Control

Permanent Traffic Control ALLOWANCE Bid

Schedule

A1320 63316-1000 REMOVE AND RESET SIGN EACH 9 9

A1340 63318-1000 SNOWPOLE HOLDER EACH 27 2 29

A1360 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

(YELLOW) LNFT 74,780 120 74,900

A1380 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

(WHITE) LNFT 111,886 124 112,010

A1400 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN LNFT 18,600 100 18,700

A1420 63405-0850 PAVEMENT MARKINGS, TYPE B,

ACCESSIBILITY SYMBOL EACH 2 2

A1440 63406-0000 RAISED PAVEMENT MARKER EACH 30 30

A1460 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE

36-INCH EACH 500 500

A1480 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL

PANEL EACH 80 80

A1500 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING

LIGHT TYPE A EACH 100 100

A1520 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING

LIGHT TYPE B EACH 20 20

A1540 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING

LIGHT TYPE C EACH 50 50

A1560 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE

CHANGEABLE MESSAGE SIGN EACH 2 2

A1580 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT

MARKINGS LNFT 110,000 110,000

A1600 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC

FENCE LNFT 1,500 1,500

A1620 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 770 770

A1640 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 600 600

A1660 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND

SAFETY SUPERVISOR DAY 90 90

A1680 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 2,400 2,400

A1700 63601-3100 SYSTEM INSTALLATION, TELEPHONE (FIBER

OPTIC) LPSM ALL

A1720 63610-1600 CONDUIT, 2-INCH, PVC LNFT 82,740 120 82,860

A1740 63621-5000 UTILITY BOX, CONCRETE EACH 25 25

A1760 63622-0000 UTILITY TRENCH LNFT 27,580 60 27,640

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

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SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.3PRA OLYM 12(2)WA

Typical Section Plan & Profile Approach

Roads Erosion Control

Misc. Plan Details Drainage Temporary

Traffic Control Permanent

Traffic Control ALLOWANCE Bid Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

B0060 15301-0010 CONTRACTOR QUALITY CONTROL AND

ASSURANCE LPSM ALL

B0080 15401-0000 CONTRACTOR TESTING LPSM ALL

B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0120 15703-1500 SOIL EROSION CONTROL, TEMPORARY SOIL

TACKIFIER ACRE 2.0 2.0

B0140 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 2,435 65 2,500

B0160 15801-0000 WATERING FOR DUST CONTROL MGAL 1,000 1,000

B0180 20301-0200 REMOVAL OF BOULDER EACH 8 8

B0200 20301-0500 REMOVAL OF CATCH BASIN EACH 2 2

B0220 20301-1900 REMOVAL OF PIPE CULVERT EACH 17 17

B0240 20301-2400 REMOVAL OF SIGN EACH 24 24

B0260 20302-0500 REMOVAL OF CURB, CONCRETE LNFT 732 18 750

B0280 20302-1200 REMOVAL OF GUARDRAIL LNFT 6,617 13 6,630

B0300 20302-1300 REMOVAL OF GUARDRAIL, CONCRETE BARRIER LNFT 20 5 25

B0320 20315-0000 SAWCUTTING PAVEMENT LNFT 294 6 300

B0340 20402-0000 SUBEXCAVATION CUYD 5,062 48 5,110

B0360 20410-0000 SELECT BORROW CUYD 3,758 42 3,800

B0380 20701-0100 EARTHWORK GEOTEXTILE, TYPE I-A SQYD 879 21 900

B0400 20701-1200 EARTHWORK GEOTEXTILE, TYPE IV-A,

NON-WOVEN SQYD 8,918 32 8,950

B0420 20703-2000 GEOGRID, BIAXIAL SQYD 5,336 14 5,350

B0440 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 160 10 170

B0460 25101-2000 PLACED RIPRAP, CLASS 2 CUYD 189 11 200

B0480 25101-3000 PLACED RIPRAP, CLASS 3 CUYD 40 10 50

B0500 25101-4000 PLACED RIPRAP, CLASS 4 CUYD 45 5 50

B0520 30303-3000 ROADWAY RECONDITIONING SQYD 586 14 600

B0540 30503-0000 AGGREGATE-TOPSOIL COURSE CUYD 1,296 54 1,350

B0560 30801-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 888 12 900

B0580 31001-0000 RECYCLED AGGREGATE BASE, 6" DEPTH SQYD 2,782 4,800 33 7,615

B0600 40101-5600 SUPERPAVE PAVEMENT, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL TON 13,057 777 408 14,242

B0620 40205-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 131 41 19 191

B0640 40401-0000 MINOR HOT ASPHALT CONCRETE TON 1,238 62 1,300

B0660 41202-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1,

OR SS-1H GAL 15,942 961 35 16,938

B0680 41301-1200 ASPHALT PAVEMENT MILLING, 5-INCH DEPTH SQYD 1,566 39 1,605

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

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STATE PROJECT

B.4PRA OLYM 12(2)WA

Typical Section Plan & Profile Approach

Roads Erosion Control

Misc. Plan Details Drainage Temporary

Traffic Control Permanent

Traffic Control ALLOWANCE Bid Schedule

B0700 41602-2000 CONTINUOUS COLD RECYCLED ASPHALT BASE

COURSE TYPE B, 3" DEPTH SQYD 75,379 121 75,500

B0720 41606-0000 EMULSIFIED ASPHALT (ENGINEERED) TON 208 12 220

B0740 41610-1000 FOG SEAL GRADE CSS-1, CSS-1H, SS-1 OR

SS-1H TON 32 3 35

B0760 41611-1000 BLOTTER TON 415 19 434

B0780 60201-0600 18-INCH PIPE CULVERT LNFT 216 14 230

B0800 60201-0800 24-INCH PIPE CULVERT LNFT 776 34 810

B0820 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 5 5

B0840 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 27 27

B0860 60404-1000 CATCH BASIN, TYPE 1 EACH 1 1

B0880 60409-0200 INLET TOP, METAL FRAME AND GRATE TYPE B EACH 1 1

B0900 60502-0000 GEOCOMPOSITE UNDERDRAIN SYSTEM LNFT 1,600 10 1,610

B0920 60707-0300 LINING 18-INCH PIPE CULVERT LNFT 267 13 280

B0940 60707-0500 LINING 24-INCH PIPE CULVERT LNFT 884 16 900

B0960 60707-0700 LINING 36-INCH PIPE CULVERT LNFT 254 11 265

B0980 60707-0900 LINING 48-INCH PIPE CULVERT LNFT 142 8 150

B1000 60802-0400 PAVED WATERWAY, TYPE 4 LNFT 20 5 25

B1020 60901-1700 CURB, CONCRETE, 18-INCH DEPTH LNFT 1,942 695 13 2,650

B1040 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH

DEPTH LNFT 150 1,255 15 1,420

B1060 61501-0100 SIDEWALK, CONCRETE SQYD 285 5 290

B1080 61701-2000 GUARDRAIL SYSTEM G4, TYPE 4, CLASS B

WOOD POSTS LNFT 5,688 522 6,210

B1100 61702-0300 TERMINAL SECTION, TYPE G4-BAT EACH 10 10

B1120 61702-0600 TERMINAL SECTION, TYPE FLARED EACH 2 2 4

B1140 61702-0800 TERMINAL SECTION TYPE TANGENT EACH 22 22

B1160 61703-2000 TERMINAL END, TYPE ROUND END SECTION EACH 2 2 4

B1180 61902-0000 GATE WIRE, 20 FT WIDTH EACH 1 1

B1200 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM

CAPACITY HOUR 100 100

B1220 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM

RATED CAPACITY HOUR 100 100

B1240 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 50 50

B1260 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED,

1.0 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 100 100

B1280 62301-0000 GENERAL LABOR HOUR 300 300

B1300 62407-0000 PLACING CONSERVED TOPSOIL CUYD 67 3 70

B1320 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN EACH 5 5

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

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SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.5PRA OLYM 12(2)WA

Typical Section Plan & Profile Approach

Roads Erosion Control

Misc. Plan Details Drainage Temporary

Traffic Control Permanent

Traffic Control ALLOWANCE Bid Schedule

B1340 63302-0000 SIGN SYSTEM SQFT 173 173

B1360 63315-0000 RUMBLE STRIP SQYD 45 5 50

B1380 63316-1000 REMOVE AND RESET SIGN EACH 9 9

B1400 63318-1000 SNOWPOLE HOLDER EACH 33 2 35

B1420 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

(YELLOW) LNFT 74,780 120 74,900

B1440 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

(WHITE) LNFT 111,886 124 112,010

B1460 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN LNFT 18,600 100 18,700

B1480 63405-0850 PAVEMENT MARKINGS, TYPE B,

ACCESSIBILITY SYMBOL EACH 2 2

B1500 63406-0000 RAISED PAVEMENT MARKER EACH 30 30

B1520 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE

36-INCH EACH 500 500

B1540 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL

PANEL EACH 80 80

B1560 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING

LIGHT TYPE A EACH 100 100

B1580 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING

LIGHT TYPE B EACH 20 20

B1600 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING

LIGHT TYPE C EACH 50 50

B1620 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE

CHANGEABLE MESSAGE SIGN EACH 2 2

B1640 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT

MARKINGS LNFT 110,000 110,000

B1660 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC

FENCE LNFT 1,500 1,500

B1680 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 770 770

B1700 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 600 600

B1720 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND

SAFETY SUPERVISOR DAY 90 90

B1740 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 2,400 2,400

B1760 63601-3100 SYSTEM INSTALLATION, TELEPHONE (FIBER

OPTIC) LPSM ALL

B1780 63610-1600 CONDUIT, 2-INCH, PVC LNFT 82,740 120 82,860

B1800 63621-5000 UTILITY BOX, CONCRETE EACH 25 25

B1820 63622-0000 UTILITY TRENCH LNFT 27,580 60 27,640

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

7- D ec -2

:3

PM

c:

\m yf ile s\ pw

_p ro du ct io n\ dm s8

W

A P

R A O

LY

M

2(

2) S ch ed ul e

B E st im at e-

.x ls x]

S he et

3)

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.6PRA OLYM 12(2)WA

SECTION QUANTITIES

TABULATION OF TYPICAL

C.1

STATE PROJECT

D A

T E

P

A T

J o h n s e c k e d b

S la n s ig n e d b

C.2

STATE PROJECT

D A

T E

P

A T

J o h n s e c k e d b

S la n s ig n e d b y

TYPICAL SECTION

Varies

FOOTNOTE:

CUT SLOPE DETAIL

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

T y p ic a l

C le a r in g

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

T y p ic a l

C le a r in g

Match existing cross slope d g e o f p a v e m e n t

E x is ti n g

LC

Va rie s Varies

NOTE:

SAFETY EDGE DETAIL

Second lift of asphalt

First lift of asphalt

See Sheet C.3 for details

Provide grade to drain.

aggregate-topsoil course.

4" depth and replace with

Excavate existing ground, Section detail

See Pavement

See Cut Slope detail

2' typ.

Daylight distance

2' typ.

2' typ.

Shoulder

2' typ.

Shoulder

2' typ.

26' typ.

Traveled way

11' typ.

Traveled way

11' typ.

unless otherwise noted.

1. Clearing limits equal construction limits throughout this project

Superelevate roadway to match existing roadway superelevation.

existing ground + 3"

Overlay grade =

Base course

Cover safety edge with aggregate-topsoil.

HURRICANE RIDGE ROAD

course type B, 3" depth recycled asphalt base

Continuous cold

CSS-1H, SS-1, or SS-1H

Fog seal grade CSS-1, existing ground +3"

Overlay grade =

Existing ground

11+57.48 to 272+00.00

PAVEMENT SECTION DETAIL

281+50.00 to 283+00.00

PAVEMENT SECTION DETAIL

profile grade

Match existing depth varies

Existing, undisturbed asphalt, SS-1, or SS-1H

CSS-1, CSS-1H

Tack coat grade existing ground +3"

Overlay grade =

Existing ground

272+00.00 to 281+00.00

PAVEMENT SECTION DETAIL

depth varies

Existing, undisturbed asphalt, SS-1, or SS-1H

CSS-1, CSS-1H

Tack coat grade

6+10.85 to 11+07.48

PAVEMENT SECTION DETAIL

profile grade

Match existing two equal lifts roughness, 3" depth, placed in

0.3 to <3 million ESAL, type II nominal maximum size aggregate, " 4 3" or 2

1Superpave pavement two equal lifts roughness, 3" depth, placed in

0.3 to <3 million ESAL, type II nominal maximum size aggregate, " 4 3" or 2

1Superpave pavement two equal lifts roughness, 5" depth, placed in

0.3 to <3 million ESAL, type II nominal maximum size aggregate, " 4 3" or 2

1Superpave pavement two equal lifts roughness, 3" depth, placed in

0.3 to <3 million ESAL, type II nominal maximum size aggregate, " 4 3" or 2

1Superpave pavement milling, 5-inch depth

Asphalt pavement milling, 5-inch depth

Asphalt pavement

S a w c u t

CONNECTION DETAIL

MOUNT ANGELES ROAD

Taper profile grade elevation

Taper profile grade elevation

S ta ti o n

.4

S ta ti o n

.4

S ta ti o n

.0

S ta ti o n

.0

S a w c u t

L in e

STATION 283+00

CONNECTION DETAIL

HURRICANE RIDGE ROAD

11+07.48 TO 11+57.48

PROFILE GRADE TRANSITION DETAIL

HURRICANE RIDGE ROAD

281+00.00 TO 281+50.00

PROFILE GRADE TRANSITION DETAIL

HURRICANE RIDGE ROAD

C.3

NUMBER

SHEET

D

A T

E

P

A T

J o h n s e c k e d b

S la n s ig n e d b y

TYPICAL SECTION DETAILS

WA PRA OLYM 12(2)

for Surfacing Depths

Sheet C.2

See Typical Section, for Surfacing Depths

Sheet C.2

See Typical Section, L a n e

T r a v e l

E d g e o f

Variable fill slope

R a il

F a c e o f

P a v e m e n t

E d g e o f

L a n e

T r a v e l

E d g e o f

Variable fill slope

2'11'

NOTE:

1.

2.

TYPICAL SHOULDER WITH GUARDRAIL

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

T y p ic a l

C le a r in g

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

T y p ic a l

C le a r in g

R a il C u r b

F a c e o f

DETAIL AT BACK OF CURB

AGGREGATE TOPSOIL

DETAIL AT EDGE OF PAVEMENT

AGGREGATE TOPSOIL

50'

6"

6"

Mt. Angeles Road

Ridge Road Construction

Proposed Hurricane

Ridge Road

Existing Hurricane then 18" to match existing course - 6" at 2% slope

Aggregate-topsoil of pavement edge

Proposed

See sheet G.1 curb and gutter.

Proposed curb or then 30" to match existing course - 6" at 2% slope

Aggregate-topsoil ground

Existing ground

Existing ground, 4" depth

Excavate existing ground, 4" depth

Excavate existing

FOOTNOTE:

Excavation to be done per Section 204.

3" depth base course type B, recycled asphalt

3" Continuous cold depth varies asphalt pavement, Existing undisturbed

Clearing limit equals construction limit unless otherwise noted.

Clearing limits to be approved by the CO.

See sheet D.1 for topsoil quantities.

See sheet G.1

Proposed curb.

See sheet I.1

Proposed guardrail.

See sheet I.1

Proposed guardrail.

24"

36"

2'11'

50'

SS-1 or SS-1H

CSS-1, CSS-1H

Tack coat grade milling, 5-inch depth

Asphalt pavement

Match existing profile grade

Provide joint sealer.

Match existing profile grade.

Match existing profile grade

SS-1 or SS-1H

CSS-1, CSS-1H

Tack coat grade milling, 5-inch depth

Existing roadway section roughness, placed in two equal lifts

5" depth, type II pavement

0.3 to <3 million ESAL, nominal maximum size aggregate, "4 3" or 2

1Superpave pavement roughness, placed in two equal lifts

3" depth, type II pavement

0.3 to <3 million ESAL, nominal maximum size aggregate, "4 3" or 2

1Superpave pavement roughness, placed in two equal lifts

5" depth, type II pavement

0.3 to <3 million ESAL, nominal maximum size aggregate, "4 3" or 2

1Superpave pavement

SS-1 or SS-1H

CSS-1, CSS-1H

Tack coat grade roughness, placed in two equal lifts

5" depth, type II pavement

0.3 to <3 million ESAL, nominal maximum size aggregate, "4 3" or 2

1Superpave pavement

Grade = Existing grade + 3" milling, 5-inch depth

Asphalt pavement milling, 5-inch depth

Asphalt pavement

Existing roadway section

Ridge Road Construction

Proposed Hurricane roughness, placed in two equal lifts

5" depth, type II pavement

0.3 to <3 million ESAL, nominal maximum size aggregate, "4 3" or 2

1Superpave pavement

Provide joint sealer.

Match existing profile grade.

SS-1 or SS-1H

CSS-1, CSS-1H

Tack coat grade

FOOTNOTE:

Super %Super %

C.4

STATE PROJECT

D A

T E

P

A T

J o h n s e c k e d b

S la n s ig n e d b y

SUBEXCAVATION

TYPICAL SECTION

3-inch compacted depth

Minor Hot Asphalt Concrete, Select Borrow

6-inch compacted depth

Roadway Aggregate, Method 2, Geogrid, Biaxial of roadway

Finished edge

LC (see table)

Subex. depth

Full depth of subexcavation

Subexcavation limit

1V:5H

S u b e x c a v a ti o n

B e g in E n d

TRANSITION AT SUBEXCAVATION AREAS

asphalt surfacing

Existing and end of subexcavation limit

Sawcut existing pavement at begin

Select borrow aggregate, method 2 Roadway

FULL-WIDTH SUBEXCAVATION

e d g e o f r o a d

F in is h e d

11'-0"11'-0"2'-0"

Type IV-A, non-woven Earthwork geotextile

1'-6"

Method 2, 6" depth

Roadway Aggregate, d e p th

S e le c t b o r r o w depth limits

Subexcavation

2.00%

:1 ty p

Subexcavation limit where shown in table

Trench to daylight ground

Existing e d g e o f r o a d

F in is h e d

:1 t y p

2'-0"

1'-6" limit

Subexcavation outlet pipe

4" dia. solid where shown in table

Trench to daylight outlet pipe

4" dia. solid

B e g in s u b e x c a v a ti o n

E n d s u b e x c a v a ti o n

1:5

Transition Transition

1:5 collector pipe

4" dia. perforated collector pipe

4" dia. perforated

PLAN

Sheet C.2 structure detail

See pavement detail on Sheet C.3

See aggregate topsoil Finish grade biaxial

Geogrid, Geocomposite underdrain system length

Match existing superelevation, or crown at 2%.

Before final cold in-place recycling and overlay.

Place geotextile according to Section 207.

Volume calculations include 1:5 transition to full depth.

FOR INFORMATION ONLY - See Sheet C.1 for bid item quantities.

PAVEMENT SECTION DETAIL

SUBEXCAVATION TEMPORARY

See sheet H.11 for details

Geocomposite underdrain sytem

FOOTNOTE:

Travel lane Travel lane Shoulder

Super %Super %

BASE REINFORCEMENT

TYPICAL SECTION

S h o u ld e r

PAVEMENT SECTION DETAIL

BASE REINFORCEMENT TEMPORARY

Match existing superelevation, or crown at 2%.

Before final cold in-place recycling and overlay.

Place geotextile according to Section 207.

Do not measure for payment.

INFORMATION ONLY - See Sheet C.1 for bid item quantities.

BASE REHABILITATION

TYPICAL SECTION

C.5

STATE PROJECT

NUMBER

SHEET

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 o ly m c e .d g

WA PRA OLYM 12(2)

C h e c k e d b y

D e s ig n e d b y

P

M

N o v e m b e r

9-inch Compacted Depth

Recycled Aggregate Base, Type IV-A, non-woven

Earthwork geotextile

3-inch compacted depth

Minor Hot Asphalt Concrete, Existing base

11' 11' 2'

LC

Finish grade

Mainline Typical Section

See Sheet C.2 for

Width varies - See table detail on Sheet C.3

See aggregate topsoil 4 4

Type IV-A, non-woven

Earthwork geotextile

D.1 o ly m fa .d g n

U

S S u r ft

J o h n s e c k e d b

S la n s ig n e d b y

PLAN QUANTITIES

TABULATION OF

FOOTNOTE:

Subsection 713.01.

course is acceptable if providing a topsoil mix according to General use of subexcavation material in aggregate-topsoil

Excavate and conserve topsoil per Section 204.

D.2 o ly m fb .d g n

U

S S u r ft

J o h n s e c k e d b

S la n s ig n e d b y

PLAN QUANTITIES

TABULATION OF

FOOTNOTE:

NOTE:

1.

terminal section lengths.

conditions may vary and require adjustments to the BAT Assumed length of BAT terminal section is 100 feet. Field include the terminal sections.

the terminal section begins. Payment for guardrail does not Stations are the point where the guardrail system ends and

W

W

G A

T E

RETAINING WALL

ˆ

E

W

W

.4

+6

.7

+6 .6

8%

+7 .6

8%

100' VC

+8

.9

+7 .6

8%

+6 .6 4%

100' VC

.6

80' VC

.6

+5 .95

+1.0000%

+5

.2

CP22104

CP22102

CP22101

CP22103

Type Tangent

Terminal Section

Type Flared

Terminal Section

See detail sheets I.2-I.6

B

F

T

GUARDRAIL TERMINALS

Type G4-BAT

Terminal Section

CONTROL POINTS

NAME NORTHING EASTING ELEVATION

CP22104

CP22103

CP22102

CP22101

409853.833

410404.018

410805.364

411415.055

1006275.214

1006541.290

1006968.896

1007440.423

473.28'

453.53'

423.94'

373.84'

CUYD

EXC.

CUYD

EMB.

30 25 20 15 10 10 5

350 430

360 440

370 450

380 460

390 470

400 480

410 490

420 500

D.3

STATE PROJECT

o ly m fc .d g n

U

S S u r ft

J o h n s e c k e d b

.S la n s ig n e d b y

N

.0

.0

.0

.0

UV

UV

UV

UV

TO REMIAN

(Island) concrete curb

Portland cement

Line B

Contact: Brad Partridge 360-565-3251

Port Angeles, WA 98362

2431 East Highway 101

Clallam County Public Utility District

Frequent caller I.D. number 34184

1-800-424-5555

Utility Locates

Power:

M T

A N

G E L E S R

O A

D

Center

Park Visitor

Olympic National

RACE

STREET

1.

m ile s

To U

S

RESUME PROJECT

RESUME PROJECT

grade

Profile

LINE B LINE A

detail sheet E.4

See Intersection

UTILITIES:

of asphalt

Existing edge of asphalt

Existing edge

Paving limit

20'R

R

20'

LC

A

E 1007449.7349

N 411823.5749

STA: 6+10.85

LINE B

HURRICANE RIDGE ROAD

WA PRA OLYM 12(2)

E 1007480.5836

N 411400.5563

STA: 9+90.87

LINE A

HURRICANE RIDGE ROAD

WA PRA OLYM 12(2)

Concrete Barrier

Remove Guardrail, R

Round End Section

Terminal Section

.5

.0

TB

Guardrail RT

3 - 2" Conduit LT

Hurricane Ridge Road

Match profile grade

11+07.48

Hurricane Ridge Road

Match profile grade

11+07.48

See Sheet G.5 rumble strips.

Construct

See Sheet G.4

Install 20' gate.

15+41, 38' RT

See Sheet G.7 for details

Install utility vault.

30+50 LT

(approx. 494 LNFT)

Remove guardrail

Existing ground

Existing ground +3"

Profile grade =

Existing ground

Existing ground

Existing ground +3"

Profile grade =

(Mt. Angeles Rd.)

24" Pipe culvert

10+45

Line to be constructed

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

See Sheet C.5

Base Rehabilitation

See Sheet C.5

Base Rehabilitation

Line A

E x is ti n g p ip e c u lv e r t

Remove existing 24" pipe culvert

Schedule A and B:

10+51 end sections, and inlet/outlet protection

Schedule A and B: Install 63 LNFT 24" pipe culvert, 10+44

See Sheet C.3

11+07.48 to 11+57.48

Profile grade transition

Turnout site.

See Section 103.

See Sheet G.7 for details

Install utility vault.

7+20 RT

3 - 2" Conduit RT curb concrete cement

Portland

See Sheet G.7 for details

Install utility vault.

18+50 LT

of existing roadway

Approximate centerline

1 - 2" Conduit RT 1 - 2" Conduit RT

See Sheet G.9 for details

Install utility vault.

10+10 LT

CP22104

CP22105

CP22106

CP22107

CP22108

CUYD

EXC.

CUYD

EMB.

60 55 50 45 40 35 30

470 550

480 560

490 570

500 580

510 590

520 600

530 610

540 620

D.4

STATE PROJECT

o ly m fd .d g n

U

S S u r ft jo h n s e c k e d b

S la n s ig n e d b y

CONTROL POINTS

NAME NORTHING EASTING ELEVATION

CP22108

CP22107

CP22106

CP22105

CP22104

406978.188

407757.268

408432.589

409030.611

409853.833

1005482.833

1005673.735

1006101.721

1006246.355

1006275.214

628.14'

564.98'

520.46'

499.35'

473.28'

N

.0

.0

.0

.0

.0

.0

.0

UV

UV

UV

BT

TB

B T

.0

.5

.0

.5

.0

.0

TB

.0

.0

Guardrail LT

Guardrail RT

Guardrail RT

Guardrail RT

Existing ground existing ground + 3"

Profile grade =

Existing groundexisting ground + 3"

Profile grade =

See Sheet G.7 for details

Install utility vault.

30+50 LT

(approx. 225 LNFT)

Remove guardrail

See Sheet G.7 for details

Install utility vault.

42+50 LT

existing roadway centerline of

Approximate

(approx. 298 LNFT)

Remove guardrail

See Sheet G.7 for details

Install utility vault.

54+50 LT

(approx. 472 LNFT)

Remove guardrail

(approx. 200 LNFT)

Remove guardrail

Line to be constructed

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t c u lv e r t

E x is ti n g p ip

See Sheet C.5

Base Rehabilitation

See Sheet C.5

Base Rehabilitation

See Sheet C.5

Base Rehabilitation LT

See Sheet C.5

Base Rehabilitation LT

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

Install inlet/outlet protection.

Schedule B: Install lining in 195 LNFT 24" CMP

55+52

Install end sections and inlet/outlet protection.

61 LNFT 18" CMP

Schedule A and B: Remove and replace

35+94

3 - 2" Conduit LT

CP22111

CP22110

CP22109

CP22108

5 8

CUYD

EXC.

CUYD

EMB.

90 85 80 75 70 65 60

630 780

640 790

650 800

660 810

670 820

680 830

690 840

700 850

D.5

STATE PROJECT

o ly m fe .d g n

U

S S u r ft

J o h n s e c k e d b

S la n s ig n e d b y

780700

N

UV

UV

UV

See sheet E.8

CONTROL POINTS

NAME NORTHING EASTING ELEVATION

CP22111

CP22110

CP22109

CP22108

404443.034

405273.161

406153.921

406978.188

1006019.139

1005730.411

1005535.816

1005482.833

814.38'

758.58'

692.81'

628.14'

.6

.8

.8

.6 type 4 concrete

Paved waterway, curb and gutter RT

Concrete

Turnout RT

Existing ground

Existing ground + 3"

Profile grade =

Existing groundExisting ground + 3"

Profile grade =

Existing ground + 3"

Profile grade =

Existing ground

See Sheet G.7 for details

Install utility vault.

65+50 LT

existing roadway centerline of

Approximate

See Sheet G.7 for details

Install utility vault.

77+50 LT

See Sheet E.8

Construct turnout.

See Sheet G.7 for details

Install utility vault.

89+50 LT

Line to be constructed p ip e c u lv e r t

E x is ti n g

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

.0

.0

.0

See Sheet C.5

Base Rehabilitation

See Sheet C.5

Base Rehabilitation LT

E x is ti n g p ip e c u lv e r t

E x is ti n g d r o p i n le t a n d

C

M P

R

T

Install end section and inlet protection.

Schedule A and B: Extend 18" CMP 5 LNFT.

80+78 RT drop inlet and 12" CMP

Remove existing

Schedule A and B:

84+78 RT

CP22116

CP22114

CP22112

CP22113

CP22115

CUYD

EXC.

CUYD

EMB.

120 115 110 105 100 95 90

840 1030

850 1040

860 1050

870 1060

880 1070

890 1080

900 1090

910 1100

D.6

STATE PROJECT

o ly m ff .d g n

U

S S u r ft

J o h n s e c k e d b

S la n s ig n e d b y

CONTROL POINTS

NAME NORTHING EASTING ELEVATION

CP22116

CP22115

CP22114

CP22113

CP22112

402242.268

402389.549

402651.038

403117.898

403752.427

1005110.945

1005474.106

1006274.795

1006542.926

1006435.322

1062.68'

1032.09'

969.74'

925.78'

872.90'

N

UV

U V

Install end sections and inlet/outlet protect.

51 LNFT 24" CMP

Schedule A and B: Remove and replace

105+24

See Sheet E.9 F

T

BT

type 4 concrete

Paved waterway, 115+49

See Sheet C.4

Subexcavation.

.0

.0

.0

.1

.0

.0

.0

.0

Guardrail LT curb and gutter RT

Concrete

Turnout RT

LT

Guardrail

RT

Guardrail curb LT

Concrete

Existing ground

Existing ground + 3"

Profile grade =

Existing ground

Existing ground + 3"

Profile grade =

Existing ground

Existing ground + 3"

Profile grade =

Existing ground + 3"

Profile grade =

Existing ground

See Sheet G.7 for details

Install utility vault.

101+25 LT

(approx. 1174 LNFT)

Remove guardrail existing roadway centerline of

Approximate

See Sheet G.7 for details

Install utility vault.

112+00 LT

Construct turnout. See sheet E.8

Remove guardrail (approx. 164 LNFT)

(approx. 247 LNFT)

Remove guardrail

Line to be constructed

.0

.0

.0

See Sheet C.5

Base Rehabilitation

E x is ti n g p ip e c u lv e r t p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

E x is ti n g and inlet/outlet protection.

208 LNFT 24" CMP

Install lining in

Schedule A and B:

119+57 and inlet/outlet protection.

57 LNFT 24" CMP

Install lining in

Schedule A and B:

114+75

CP22118

CP22117

CP22116

CP22119

CP22120

V m p h c r o w n x s u p e r

CONTROL POINTS

NAME NORTHING EASTING ELEVATION

CP22120

CP22119

CP22118

CP22117

CP22116

399812.157

400482.095

401020.947

401666.677

402242.268

1005849.079

1005012.855

1004705.917

1004700.881

1005110.945

1282.05'

1207.97'

1167.22'

1118.20'

1062.68'

CUYD

EXC.

CUYD

EMB.

150 145 140 135 130 125 120

1080 1220

1090 1230

1100 1240

1110 1250

1120 1260

1130 1270

1140 1280

1150 1290

D.7

STATE PROJECT

o ly m fg .d g n

U

S S u r ft

J o h n s e c k e d b

S la n s ig n e d b y

N

Install end sections and inlet/outlet protection.

Schedule A and B: Remove and replace 65 LNFT 24" CMP.

133+38

U V

UV

UV

T

B

.5

.0

.0 curb LT oncreteC

RT

Guardrail

LT

Guardrail

Existing ground + 3"

Profile grade =

Existing ground

Existing ground + 3"

Profile grade =

Existing ground

Existing ground + 3"

Profile grade =

See Sheet G.7 for details

Install utility vault.

124+00 LT

See Sheet G.7 for details

Install utility vault.

136+00 LT

existing roadway ofcenterline

Approximate

See Sheet G.7 for details

Install utility vault.

147+50 LT

Line to be constructed

Existing ground

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

Schedule B: Install lining in 67 LNFT 24" CMP

Schedule A and B: Install inlet/outlet protection for 24" CMP

141+46

Install end sections and inlet/outlet protection.

Schedule A and B: Remove and replace 43 LNFT 24" CMP.

138+48

Install end sections and inlet/outlet protection.

Remove and replace 45 LNFT 24" CMP.

Schedule A and B:

126+70 and install end sections.

Schedule B: Remove and replace 59 LNFT 24" CMP for 24" CMP

Schedule A and B: Install inlet/outlet protection

145+48

CP22121

CP22122

CP22123

P

CP22121

P

CP22122

P

CP22123

CONTROL POINTS

NAME NORTHING EASTING ELEVATION

CP22123

CP22122

CP22121

397852.184

398253.704

399092.952

1007501.267

1007011.473

1006501.893

1473.87'

1423.45'

1347.94'

CUYD

EXC.

CUYD

EMB.

180 175 170 165 160 155 150

1290 1440

1300 1450

1310 1460

1320 1470

1330 1480

1340 1490

1350 1500

1360 1510

D.8

STATE PROJECT

o ly m fh .d g n

U

S S u r ft

J o h n s e c k e d b

S la n s ig n e d b y

.0

.0

.0

.0

.0

N

UV

UV

UV

T

TT

(approx. 190 LNFT)

Remove guardrail

(overpass)

Walking Horses Road

157+70

3 - 2" Conduit LT

Guardrail LT Guardrail LT curb LT Concrete

See Sheet G.7 for details

Install utility vault.

157+70 LT

existing roadway of centerline

Approximate

See Sheet G.7 for details

Install utility vault.

166+00 LT

See Sheet G.7 for details

Install utility vault.

178+00 LT

(approx. 1072 LNFT)

Remove guardrail

Existing ground + 3"

Profile grade =

Existing ground

Existing ground + 3"

Profile grade =

Existing ground

Existing ground + 3"

Profile grade =

Existing ground

Line to be constructed

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t c u lv e r t

E x is ti n g p x is ti n g p ip e c u lv e r t

Install end sections and inlet/outlet protection.

Schedule B: Remove & replace 65 LNFT 24" CMP.

156+89

Install end sections and inlet/outlet protection.

Schedule B: Remove & replace 67 LNFT 24" CMP.

158+81

Install end sections and inlet/outlet protection.

Schedule A and B: Remove & replace 42 LNFT 24" CMP.

168+35

Schedule B: Install lining in 67 LNFT 24" CMP

Schedule A and B: Install inlet/outlet protection

153+25 protection for 30" CMP

Install inlet/outlet

Schedule A and B:

165+42

CP22129

CP22128

CP22127

CP22126

CP22125

CP22124

5 2

CUYD

EMB.

210 205 200 195 190 185 180

1520 1670

1530 1680

1540 1690

1550 1700

1560 1710

1570 1720

1580 1730

1590 1740

D.9

STATE PROJECT

o ly m fi .d g n

U

S S u r ft

J o h n s e c k e d b

S la n s ig n e d b y

CONTROL POINTS

NAME NORTHING EASTING ELEVATION

CP22129

CP22128

CP22127

CP22126

CP22125

CP22124

394976.504

395397.608

395881.345

396439.194

397082.121

397423.580

1008151.339

1007934.083

1007863.491

1008136.247

1008241.550

1008171.555

1707.29'

1686.16'

1659.51'

1617.82'

1565.81'

1537.77'

N

UV

UV

See Sheet E.9

T

B T

BTT

T

T

.0

.0

.5

.0

.0

.0

.5

.0

.5

.0

.0

.0

.3

(approx. 229 LNFT)

Remove guardrail

Guardrail LT Guardrail LT oncrete curb LTC

Concrete curb LT

Guardrail LT

Concrete curb RT Turnout LT

Guardrail RT

See Sheet G.7 for details

Install utility vault.

190+00 LT

(approx. 1072 LNFT)

Remove guardrail existing roadway of centerline

Approximate

See Sheet G.7 for details

Install utility vault.

202+00 LT

(approx. 201 LNFT)

Remove guardrail

(approx. 238 LNFT)

Remove guardrail

See Sheet E.9 turnout.

Construct (approx. 227 LNFT)

Remove guardrail

Existing ground

Existing ground + 3"

Profile grade =

Existing ground

Existing ground + 3"

Profile grade =

Existing ground

Existing ground + 3"

Profile grade =

Line to be constructed

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t p ip e c u lv e r t

E x is ti n g

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

Install inlet/outlet protection.

68 LNFT 24" CMP

Install lining in

Schedule A and B:

191+28

Install inlet/outlet protection.

114 LNFT 24" CMP.

Install lining in

Schedule A and B:

196+76

Install end sections and inlet/outlet protection.

Remove and replace 74 LNFT 24" CMP.

Schedule A and B:

199+08

.4

I

CP22201

CP22200

CP22132

CP22131CP22130

CP22133

X

.0

Y .6

CUYD

EXC.

CUYD

EMB.

240 235 230 220 215 210

1710 1760

1720 1770

1730 1780

1740 1790

1750 1800

1760 1810

1770 1820

1780 1830

D.10

STATE PROJECT

o ly m fj .d g n

U

S S u r ft

J o h n s e c k e d b

S la n s ig n e d b y

CONTROL POINTS

NAME NORTHING EASTING ELEVATION

CP22201

CP22200

CP22133

CP22132

CP22131

CP22130

391984.229

392588.232

392808.932

393355.571

393949.493

394457.021

1008397.651

1008423.755

1008131.353

1008184.481

1007841.682

1007792.521

1807.36'

1788.09'

1778.52'

1762.98'

1744.03'

1731.12'

N

UV

UV

UV

curb

Remove

FT

TT

B

RR

.5

.0

.0

.0

.0

.0

.0

.5

.7

.4

.1

.1

.6

(approx. 239 LNFT)

Remove guardrail of existing roadway

Approximate centerline

See Sheet E.9

Turnout LT

Guardrail LT oncrete curb LTC

Guardrail LT Guardrail LT

Concrete curb LT Concrete sidewalk LT gutter LT

Concrete curb and

See Sheet G.7 for details

Install utility vault.

214+00 LT

See Sheet G.7 for details

Install utility vault.

226+00 LT

(approx. 244 LNFT) guardrailRemove

(approx. 200 LNFT) guardrailRemove See Sheet E.7

Construct Parking Area.

See Sheet K.10

Snow pole holder.

Existing ground + 3"

Profile grade =

Existing ground

Existing ground + 3"

Profile grade =

Existing ground

(island)

Concrete curb LT

See Sheet G.7 for details

Install utility vault.

238+00 LT

Line to be constructed

(approx. 227 LNFT)

Remove guardrail

.0

.0

.0

See Sheet C.4

Subexcavation

See Sheet C.5

Base Rehabilitation LT

.0

.0

See Sheet C.5

Base Rehabilitation

.0

.0

See Sheet C.5

Base Rehabilitation

See Sheet C.5

Base Rehabilitation p ip e c u lv e r t

E x is ti n g x is ti n g p ip e c u lv e r t p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

E x is ti n g a n d p ip e c u lv e r t

E x is ti n g c a tc h b a s e c u lv e r t

E x is ti n g

Install inlet/outlet protection

Schedule B: Install lining in 254 LNFT 36" CMP.

221+57

Install inlet/outlet protection

Schedule B: Install lining in 108 LNFT 24" CMP.

230+40 sections and inlet/outlet protection.

67 LNFT 18" CMP. Install end

Schedule B: Remove and replace

238+79 protection for 24" CMP.

Schedule A and B: Install inlet/outlet

232+07 protection for 24" CMP

Schedule A and B: Install inlet/outlet

227+91

Install outlet end section and outlet protection.

Remove and replace 30 LNFT 24" CMP.

Remove and replace catch basin, type I.

Schedule A and B:

235+07 LT

protection for 24" CMP.

Install inlet/outlet

Schedule A and B:

233+20

.0

.5

Guardrail LT

.8

.0

.5

.0

.5

CP22203

CP22202

CP22201

CP22204

CP22205

CP22206

X=1

.0

Y=3

7.

EMB.

270 265 260 255 250 245 240

1770 1770

1780 1780

1790 1790

1800 1800

1810 1810

1820 1820

1830 1830

1840 1840

D.11

STATE PROJECT

o ly m fk .d g n

U

S S u r ft

J o h n s e c k e d b

S la n s ig n e d b y

CONTROL POINTS

NAME NORTHING EASTING ELEVATION

CP22206

CP22205

CP22204

CP22203

CP22202

CP22201

390464.342

390659.300

390987.699

391192.649

391583.845

391984.229

1006345.821

1006862.971

1007189.703

1008035.657

1008289.182

1008397.651

1808.89'

1813.79'

1808.97'

1800.99'

1798.90'

1807.36'

N

UV

UV

See Sheet E.9

See Sheet E.9

See Sheet C.4

Subexcavation

5.5%

.5

A

A

268+

Lake D aw n Road

TT

.0

.0

.0

.0

.0

.0

.3

.1

3 - 2" Conduit LT

Guardrail LT

Turnout RT

Turnout LT

See Sheet G.7 for details

Install utility vault.

250+00 LT

(approx. 479 LNFT) guardrailRemove existing roadway of centerline

Approximate

See Sheet G.7 for details

Install utility vault.

262+00 LT

See Sheet E.9

Construct turnout.

Intersection. See Sheet E.5

Lake Dawn Road

See Sheet E.9 turnout.

Construct

Existing ground + 3" profile grade =

Existing ground

Line to be constructed

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

Install end sections and inlet/outlet protection.

Remove and replace 71 LNFT 24" CMP

Schedule A and B:

241+95

Install end sections and inlet/outlet protection.

Remove and replace 83 LNFT 18" CMP.

Schedule A and B:

265+30

Install end sections and inlet/outlet protection.

Remove and replace 101 LNFT 24" CMP

Schedule B:

Lake Dawn Road protection for 18" CMP.

Install inlet/outlet

Schedule A and B:

256+99

A C

C E

O

A D

H E

A T

H E

R

P

A R

K

CP22206

CP22208

CP22207

CONTROL POINTS

NAME NORTHING EASTING ELEVATION

CP22208

CP22207

CP22206

389364.227

390071.557

390464.342

1005415.486

1005802.980

1006345.821

1795.72'

1789.17'

1808.89'

CUYD

EXC.

CUYD

EMB.

300 295 290 285 280 275 270

1760 1760

1770 1770

1780 1780

1790 1790

1800 1800

1830 1830

D.12

STATE PROJECT

o ly m fl .d g n

U

S S u r ft

J o h n s e c k e d b

S la n s ig n e d b y

N

UV

STA. 283+00.00

WA PRA OLYM 12(2)

A

A C

C E S S R

O A

D

H E

A T

H E

R P

A R

K

Campground road

Heart O' The Hills constructed

Line to be

.6

.7

3 - 2" Conduit LT

Concrete curb RT

See Sheet G.7 for details

Install utility vault.

280+00 LT

Intersection detail sheet E.6

See Heather Park

Existing ground

Existing ground + 3"

Profile grade =

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

E x is ti n g p ip e c u lv e r t

Install inlet/outlet protection.

Schedule B: Install lining in 142 LNFT 48" CMP.

281+80

Install inlet/outlet protection.

Install lining in 98 LNFT 18" CMP.

Schedule A and B:

274+88

See Sheet C.3

281+00.00 to 281+50.00

Profile grade transition

Hurricane Ridge Road Match profile grade 281+50.00

SUSPEND PROJECT

295+00 to 325+00

340+00 to 350+00 375+00 to 385+00

CP22217

CP22216

CP22211

CP22212

CP22213

CP22214

CP22221

CP22222

10 3

N

N N

D.13

STATE PROJECT

NUMBER

SHEET

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 o ly m fm .d g n

WA PRA OLYM 12(2)

M

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y : Install inlet/outlet protection.

Schedule A and B: Install lining in 47 LNFT 18" CMP.

306+18

Install inlet/outlet protection.

Schedule A and B: Install lining in 47 LNFT 18" CMP.

307+26

Install inlet/outlet protection.

Schedule A and B: Install lining in 75 LNFT 18" CMP.

346+12

Schedule A and B: Install inlet/outlet protection.

380+72

QUANTITIES

PARKING AREA

ROAD APPROACH AND

E.1

STATE PROJECT

o ly m q a .d g n

U

S S u r ft

J o h n s e c k e d b

S la n s ig n e d b y

FOOTNOTE:

283+00 RT, and Heather Park Access Road RT.

Include auxilliary lane for entrance station from 281+85 RT to

1 1 1 1

DETAILS

TYPICAL SECTION AND

ROAD APPROACH,

E.2

STATE PROJECT

o ly m q b .d g n

U

S S u r ft

J o h n s e c k e d b

S la n s ig n e d b

4.

3.

2.

1.

and sags 12%.

difference on crests should be 8% vertical curves the maximum algebraic

When grades on approaches meet without or a 2" depression in a 10' chord.

Vertical curves not to exceed a 3" hump

Finish Shoulder

NOTE:

V ariable

1:2 1:

V ariable

-15% maximum

+15% m axim um

Point G

Pavement slope ±4% max.

LC

LC

R/W R/W

R a d iu s

TYPE A APPROACH PLAN

TYPICAL SECTION

OR BOTTOM DRAG

TO PREVENT OVERHANG ROAD APPROACH SYMBOLOGY

PROFILE

CONNECTION DETAIL

RoadwayLC ty p

Point G

W (See notes) m in

Profile Grade

Width

Type A Pavement Limit

LC Hurricane Ridge Road base, 6" depth

Recycled aggregate residential driveways

Type A - 26' min.

Roadway

13'

LC

grade approach road

Match existing Approach

Reshape road approach

Profile existing

A

W id th

(fe e t)

T y p e

10'

10'

" crest

Maximum sag Maximum stationing

Mainline base, 6" depth

Recycled aggregate

45 to 90 degrees

Var.

unless otherwise shown on plans.

of approach beyond Point G, Grade shown is designed grade

E d g e o f

S h o u ld e r

H u r r ic a n R id g e R o a d

E d g e o f

S h o u ld e r

H u r r ic a n e R id g e R o a d

Paving Limits

Type A - to R/W adjacent mainline pavement section (3-inch depth).

Construct recycled aggregate base course to match or easement line unless otherwise shown on the plans.

Extend the surface course to the right-of-way compatible with adjacent roadway construction.

Construct sideslopes of finish approaches

Width - 18 -Feet or 20-feet

Radius - 20 Foot minimum

TYPE A APPROACH:

3" depth placed in two equal lifts

ESAL, type II pavement roughness, maximum size aggregate, 0.3 to <3 million

" nominal 4 3" or 2

1Superpave pavement placed in two equal lifts

ESAL, type II pavement roughness, 3" depth maximum size aggregate, 0.3 to <3 million

" nominal 4 3" or 2

1Superpave pavement

Section Sheet C.2

Varies - See Typical

TURNOUT TYPICAL SECTIONS

PARKING AREA AND

E.3

STATE PROJECT

o ly m q c .d g n

U

S S u r ft

J o h n s e c k e d b

S la n s ig n e d b

TYPICAL SECTION FOR TURNOUTS WITH CURB

WITH CURB AND GUTTER

TYPICAL SECTION FOR PAVED PARKING AREAS

Sheet C.2

Varies - See Typical Sections

Sheet C.2

Varies - See Typical Sections

Sheet C.2

Varies - See Typical Sections

Varies

Varies

Varies

LC

LC

LC

See sheet C.1 for locations

Concrete curb and gutter for locations

See sheet C.1

Concrete curb match adjacent pavement section depth. Compacted depth to

Recycled aggregate base, 6" match adjacent pavement section depth. Compacted depth to

Recycled aggregate base, 6" match adjacent pavement section depth. Compacted depth to

Recycled aggregate base, 6"

3" depth, placed in two equal lifts

ESAL, type III pavement roughness, maximum size aggregate, 0.3 to <3 million

" nominal 4 3" or 2

1Superpave pavemen

3" depth, placed in two equal lifts

ESAL, type II pavement roughness, maximum size aggregate, 0.3 to <3 million

" nominal 4 3" or 2

1Superpave pavemen roughness, placed in two equal lifts

ESAL, 3" depth, type II pavement maximum size aggregate, 0.3 to <3 million

" nominal 4 3" or 2

1Superpave pavemen

See Sheet E.1

Variable finished width

See Sheet E.1

Variable finished width

See Sheet E.1

Variable finished width

TYPICAL SECTION FOR PAVED TURNOUTS WITHOUT CURB

CP22101

10 E.4

STATE PROJECT

o ly m q d .d g n

U

S S u r

J o h n s e c k e d b

S la n s ig n e d b y

N

POINT NORTHING EASTING

411294.25

411342.02

411394.51

411422.38

411494.03

1007475.05

1007454.52

1007417.09

1007439.88

1007441.76

LAYOUT POINT TABLE

POINT NORTHING EASTING ELEVATION DESCRIPTION

411405.23

411343.79

411327.17

411369.59

411395.76

411391.10

411399.73

411403.72

411427.05

411494.67

411494.71

411351.48

411352.11

411422.58

411487.52

411545.13

411546.40

1007426.97

1007438.41

1007399.95

1007442.68

1007413.29

1007419.17

1007436.73

1007447.08

1007459.33

1007445.71

1007437.82

1007482.99

1007484.89

1007466.05

1007452.06

1007443.60

1007430.671

3 4

Flowline 24" culvert

Flowline 24" culvert

Edge of pavement

Edge of pavement

Top back curb/ 0.5' gutter transition

Top back curb/1.5' gutter transition

Top back curb

Top back curb

Top back curb

Top back curb/1.5' gutter transition

Top back curb/0.5' gutter transition

Sawcut/Edge of pavement

Sawcut

Sawcut

Sawcut

Sawcut

Sawcut/Edge of pavement

POINT TABLE

RADIUS CENTER

STATION 10+00

MT. ANGELES ROAD

INTERSECTION DETAIL

371.20

374.96

379.61

376.86

375.88

377.02

376.45

375.81

374.16

369.21

368.81 match match match match match match

Begin Line

A

Hurricane Ridge Rd.

Mt. Angeles Rd.

ROAD

MT. ANGELES

RIDGE

HURRICANE

ROADA

A

R=30'

R=4'

R

R

R=82 tr a n s it io n S e e S h e e t

C .3

B e g in p a v e m e n t

M a tc h L in e s A a n d B

S ta ti o n

.4

EL 373.84

E 1007440.423

N 411415.055

CP22101

LC

T B

C to island.

Existing rock…