NTS NORTH

TRAIL ALIGNMENT MAP AREA

CUSHMAN TRAIL PHASE V PLANNING STUDY

URBAN GROWTH BOUNDARY

CITY OF GIG HARBOR CITY LIMITS

COUNTY LINE

144th St NW144th St NW

54th Ave NW

54th Ave NW

Peacock Hill Ave N

WPeacock H

ill Ave NW

Crescent Valley R

d SEC

rescent Valley Rd SE

Borgen BlvdBorgen Blvd

Burnham Dr NW

Burnham Dr NW

Goodnough Dr NW

Goodnough Dr NW

Canterw

ood Blvd N

WC

anterwood B

lvd NW

16

16

16

SE Nelson RoadSE Nelson RoadSE Pine RoadSE Pine Road

Bethel B

urley Rd SE

Bethel B

urley Rd SE

62nd Ave NW

62nd Ave NW

66th Ave NW

66th Ave NW

SE 160th StSE 160th St

14th Ave NW

14th Ave NW

Hallstrom Dr NW

Hallstrom Dr NW

Drummond Dr NWDrummond Dr NW

Vernhardson StVernhardson St

Sehmel Dr NWSehmel Dr NW

Bujacich Rd NWBujacich Rd NW

Woll

oche

t Dr N

W

Woll

oche

t Dr N

W

Pion

eer W

ay

Pion

eer W

ay

38th Ave NW

38th Ave NW

Soundview D

rSoundview

Dr

Wollochet Bay Wollochet Bay Estuary ParkEstuary Park

Harbor H

ill Dr

Harbor H

ill Dr

Purdy Dr NWPurdy Dr NW

PurdyPurdy

302

Willow

Rd SE

Willow

Rd SE

SE Spruce RdSE Spruce Rd

Henderson BayHenderson Bay

Puget SoundPuget Sound

Point Point Defi ance Defi ance ParkPark

Gig Gig HarborHarbor

Raft Raft IslandIsland

WaunaWauna

302

302

BurleyBurley

Shore Shore AcresAcres

ArtondaleArtondale

RosedaleRosedale

OlallaOlalla

MaplewoodMaplewood

56th St NW56th St NW

Point Fosdick Dr N

WPoint Fosdick D

r NW

Stinson AveStinson Ave

PIERCE COUNTYPIERCE COUNTYKITSAP COUNTYKITSAP COUNTY

VICINITY MAP

PROJECT AREA

Importance of guiding principles

of survey respondents suggest Cushman Trail prioritize a route for recreational use

Your vision for this trail extension

75%75%0% 10%

Safety and security of trail

Construction cost

Create opportunities for funding partnerships

Accessibility of trail

Limits impact to natural environment

Ease of maintenance

20% 30% 40% 50% 60% 70% 80% 90% 100%

1 (Not Important) 5 (Very Important) Don’t Know2 43

PUBLIC PROCESSPUBLIC PROCESSCUSHMAN TRAIL PHASE V PLANNING STUDY

NaturalConnect

Nature

Bike

Safe

Family

Access

PeopleSee

Community

Kids

Use

Transportation

Recreation

Parking

Experience

Connection

VisibilityCurrent-Trail

Recreational

Trail-System

ExtensionMinimize

Bicycle

Traffic

Create

Place

Enjoy

Roads Great

Walk

Safety and security of trail

Accessibility of trail

Limits impact to natural environment

Construction Cost

Ease of maintenance

Create opportunities for funding partnerships

Connections to waypoints and major destinations

Trails proximity to nature

DEFINITIONS

The phase 5 trail extension will building upon the fi rst 4 phases. The trail will maintain a 10’ wide paved surface with gravel shoulders, and serve as a non-motorized multi-purpose trail. Final trail design will comply with local adopted standards for a shared use path.

GUIDING PRINCIPLESGUIDING PRINCIPLESCUSHMAN TRAIL PHASE V PLANNING STUDY

Prioritizes a trail corridor with safe crossings of all roadways and intersections, trail separation from vehicle traffi c, open site lines along the trail, numerous entrances and exit points, and minimizes hiding spots.

Prioritizes universal use by all ages and physical abilities by minimizing steep slopes.

Prioritizes limiting long-term maintenance efforts across entirety of the trail through a reduction in the number of off-grade structures (e.g. bridges, tunnels, boardwalks, etc.) and careful material selection; minimizes disruption to partner agency maintenance (i.e. does not negatively impact access to infrastructure such as power lines, culverts, maintained ditches, etc.), lessens new and out of the way territory for maintenance crews.

Prioritizes a route which minimizes tree removals, wetland impacts, and habitat disruption during– and post–construction.

Prioritizes a route with the lowest up-front construction costs by minimizing the number of off–grade structures along the trail, utilizing existing pavement, and minimizing the need to purchase additional right of way.

Prioritizes routes with the highest potential to receive outside funding from grants and partnership opportunities with other organizations and agencies, and tailoring trail/offshoots to better align with funding sources. Many grant opportunities will also require the trail to meet federal standards (in addition to local adopted standards).

Prioritizes routes that connect to identifi ed waypoints. Waypoints include Purdy, St. Anthony Hospital, businesses, Peninsula High School, Purdy Elementary School, transit stops, other communities, and connections to existing trails and/or routes to the north.

Prioritizes a route in close proximity to nature where families, walkers, recreational bicyclists, and alternative wheeled transportations can use the trail for exercise, enjoyment of the outdoors, views, and scenic journeys away from loud roads.

NORTH NORTH NORTHNTS NTS NTS

Safety and security of trail

Accessibility of trail

Ease of maintenance

Limits impacts to natural environment

Construction cost

Create opportunities for funding partnerships

Connections to waypoints and major destinations

Trails proximity to nature

11 22 33

GU

IDIN

G P

RIN

CIP

LES mostly along roadway corridors but lots of

opportunity to get on / off the trail; safety concerns with roundabout intersections

partially separated from roadway corridors, some ability to get on/off the trail

mostly separated from roadway corridors, less ability to get on/off the trail

least topography, but further from residential areas

some topography, but still not very connected to residential areas

some topography, partially connected to residential areas

close to roadway for access, lots of ‘eyes on trail’ to discourage vandalism, etc.

close to roadway for easy access, some ‘eyes on trail’ to discourage vandalism, etc.

most restrictive access, limited ‘eyes on trail’ to discourage vandalism, etc.

limited tree removal with route along roadway corridor

some tree removal where trail separated from roadway corridor

most tree removal with greatest separation of the trail from roadway corridor

needs major structures and improvements to cross SR16

needs major structures and improvements to cross SR16

minimizes structures needed but diffi cult slope adjacent to SR16

close to urban center / future development area but not near residential areas and not connected to St. Anthony’s Hospital

close to urban center / future development area but not near residential areas and not connected to St. Anthony’s Hospital

connects to St. Anthony’s Hospital and potential for connection to urban center / future development area

connects to 1 waypoint connects to 2 waypoint connects to 3 waypoint

potential views to the bay potential views to the bay open space along the power line corridor and potential views to the bay

ALTERNATIVESALTERNATIVESCUSHMAN TRAIL PHASE V PLANNING STUDY

TRAIL HEAD

TRAIL CONNECTION

EXISTING CUSHMAN TRAIL

PROPOSED CUSHMAN TRAIL

URBAN GROWTH BOUNDARY

GIG HARBOR CITY LIMITS

LEGEND

COUNTY LINE

BurleyBurley BurleyBurley BurleyBurley

Crescent LakeCrescent Lake Crescent LakeCrescent Lake Crescent LakeCrescent Lake

MaplewoodMaplewood MaplewoodMaplewood MaplewoodMaplewood

Gig HarborGig Harbor Gig HarborGig Harbor Gig HarborGig Harbor

Borgen BlvdBorgen Blvd Borgen BlvdBorgen Blvd Borgen BlvdBorgen Blvd

144th St NW144th St NW 144th St NW144th St NW 144th St NW144th St NW

SE Nelson RdSE Nelson Rd SE Nelson RdSE Nelson Rd SE Nelson RdSE Nelson Rd

SE 160th StSE 160th St SE 160th StSE 160th St SE 160th StSE 160th St

Cre

scen

t Val

ley

Rd

SEC

resc

ent V

alle

y R

d SE

Cre

scen

t Val

ley

Rd

SEC

resc

ent V

alle

y R

d SE

Cre

scen

t Val

ley

Rd

SEC

resc

ent V

alle

y R

d SEHenderson BayHenderson Bay Henderson BayHenderson Bay Henderson BayHenderson Bay

Burley LagoonBurley Lagoon Burley LagoonBurley Lagoon Burley LagoonBurley Lagoon

WaunaWauna WaunaWauna WaunaWauna

PurdyPurdy PurdyPurdy PurdyPurdy

16 16 16

16 16 16

302 302 302

NORTH NORTH NORTHNTS NTS NTS

Safety and security of trail

Accessibility of trail

Ease of maintenance

Limits impacts to natural environment

Construction cost

Create opportunities for funding partnerships

Connections to waypoints and major destinations

Trails proximity to nature

CUSHMAN TRAIL PHASE V PLANNING STUDY

44 55 66

ALTERNATIVESALTERNATIVESG

UID

ING

PR

INC

IPLE

S partially separated from roadway corridors, some ability to get on/off the trail

mostly along roadway corridors but lots of opportunity to get on / off the trail

mostly separated from roadway corridors, minimizes crossings

more topography, more connected to residential areas

most topography, partially connected to residential areas but leads to more isolated, rural area

some topography, greatest connection to residential areas

some restricted access, moderate ‘eyes on trail’ to discourage vandalism, etc.

close to roadway for easy access, further away from urban areas, limited ‘eyes on trail’ to discourage vandalism, etc.

most restrictive access, limited ‘eyes on trail’ to discourage vandalism, etc.

some tree removal where trail separated from roadway corridor

limited tree removal with route along roadway corridor

some tree removal where trail separated from roadway corridor

least structures needed minimizes structures needed but diffi cult slope along Peacock Hill Ave NW

least structures needed

connects to St. Anthony’s Hospital but misses potential future development area at Purdy

not connected to St. Anthony’s Hospital or potential future development area at Purdy

greatest connection between residential areas, St. Anthony’s Hospital and potential future development area at Purdy

connects to 1 waypoint connects to 1 waypoint connects to 3 waypoint

forested area near the transfer station more rural, forested roadway corridor and connection to Olalla area

open space along the powerline corridor and near the transfer station

TRAIL HEAD

TRAIL CONNECTION

EXISTING CUSHMAN TRAIL

PROPOSED CUSHMAN TRAIL

URBAN GROWTH BOUNDARY

GIG HARBOR CITY LIMITS

LEGEND

COUNTY LINE

BurleyBurley BurleyBurley BurleyBurley

Crescent LakeCrescent Lake Crescent LakeCrescent Lake Crescent LakeCrescent Lake

MaplewoodMaplewood MaplewoodMaplewood MaplewoodMaplewood

Gig HarborGig Harbor Gig HarborGig Harbor Gig HarborGig Harbor

Borgen BlvdBorgen Blvd Borgen BlvdBorgen Blvd Borgen BlvdBorgen Blvd

144th St NW144th St NW 144th St NW144th St NW 144th St NW144th St NW

SE Nelson RdSE Nelson Rd SE Nelson RdSE Nelson Rd SE Nelson RdSE Nelson Rd

SE 160th StSE 160th St SE 160th StSE 160th St SE 160th StSE 160th St

Cre

scen

t Val

ley

Rd

SEC

resc

ent V

alle

y R

d SE

Cre

scen

t Val

ley

Rd

SEC

resc

ent V

alle

y R

d SE

Cre

scen

t Val

ley

Rd

SEC

resc

ent V

alle

y R

d SEHenderson BayHenderson Bay Henderson BayHenderson Bay Henderson BayHenderson Bay

Burley LagoonBurley Lagoon Burley LagoonBurley Lagoon Burley LagoonBurley Lagoon

WaunaWauna WaunaWauna WaunaWauna

PurdyPurdy PurdyPurdy PurdyPurdy

16 16 16

16 16 16

302 302 302

0 800’ 1,600’ NORTH

CUSHMAN TRAIL PHASE V PLANNING STUDYPREFERRED ALTERNATIVEPREFERRED ALTERNATIVE

66TRAIL HEADTRAIL CONNECTION

EXISTING CUSHMAN TRAIL TRANSIT STOPSWAYPOINTS

ST. ANTHONY HOSPITALHWY 302 CROSSING AT BURLEY LAGOONFUTURE ATHLETIC COMPLEXFUTURE SCHOOL #9PENINSULA HIGH SCHOOL / PURDY ELEMENTARY SCHOOLDOWNTOWN PURDYPURDY PARK-N-RIDE

PROPOSED CUSHMAN TRAIL

URBAN GROWTH BOUNDARY

GIG HARBOR CITY LIMITS

LEGEND

SEASONAL TROLLEY STOPS

COUNTY LINE

54th Ave NW

54th Ave NW

Crescent Valley R

d SEC

rescent Valley Rd SE

Borgen BlvdBorgen Blvd

Burnham Dr NW

Burnham Dr NW

16

16

16

SE Nelson RoadSE Nelson RoadSE Pine RoadSE Pine Road

Bethel B

urley Rd SE

Bethel B

urley Rd SE

62nd Ave NW

62nd Ave NW

66th Ave NW

66th Ave NW

SE 160th StSE 160th St

to Kitsap County Bicycle to Kitsap County Bicycle Network (to Olalla)Network (to Olalla)

to Kitsap County to Kitsap County Route 37 Route 37

14th Ave NW

14th Ave NW

Hallstrom Dr NW

Hallstrom Dr NW

Drummond Dr NWDrummond Dr NW

Vernhardson StVernhardson St

Sehmel Dr NWSehmel Dr NW

Bujacich Rd NWBujacich Rd NW

Harbor H

ill Dr

Harbor H

ill Dr

PurdyPurdy

Willow

Rd SE

Willow

Rd SE

SE Spruce RdSE Spruce Rd

Henderson BayHenderson Bay

Puget Puget SoundSound

WaunaWauna

302

302

BurleyBurley

MaplewoodMaplewood

104th St NW104th St NW

Chapman

Dr NW

Chapman

Dr NW

86th Ave NW

86th Ave NW

Crescent Crescent LakeLake

Moller D

r NW

Moller D

r NW

Woodhill Dr NWWoodhill Dr NW

70th Ave NW

70th Ave NW

Peacock Hill Ave N

WPeacock H

ill Ave NW

Crescent Valley Rd SECrescent Valley Rd SE82nd Ave N

W82nd Ave N

W

Gig HarborGig Harbor

302

Goodnough Dr NW

Goodnough Dr NW

Canterw

ood Blvd N

WC

anterwood B

lvd NW

Purdy Dr NWPurdy Dr NW

155th St NW155th St NW

160th St NW160th St NW

136th St NW136th St NW

144th St NW144th St NW

to Olalla (informal route)to Olalla (informal route)

Peacock Hill Ave N

WPeacock H

ill Ave NW

Burley Burley LagoonLagoon

0 800’ 1,600’ NORTH

CUSHMAN TRAIL PHASE V PLANNING STUDY

FINAL ALIGNMENTFINAL ALIGNMENT

EXISTING TRAIL HEAD

TRAIL CONNECTIONEXISTING CUSHMAN TRAIL TRANSIT STOPSWAYPOINTS

ST. ANTHONY HOSPITALHWY 302 CROSSING AT BURLEY LAGOONFUTURE ATHLETIC COMPLEXFUTURE SCHOOL #9PENINSULA HIGH SCHOOL / PURDY ELEMENTARY SCHOOLDOWNTOWN PURDYPURDY PARK-N-RIDE

PREFERRED ALIGNMENT TO BE ENGINEERED

1ST MILE OF PREFERRED ALIGNMENT UNDER PRELIMINARY ENGINEERING

URBAN GROWTH BOUNDARY

GIG HARBOR CITY LIMITS

LEGEND

SEASONAL TROLLEY STOPS

COUNTY LINE BRIDGE

POTENTIAL REST AREA LOCATIONS

54th Ave NW

54th Ave NW

Crescent Valley R

d SEC

rescent Valley Rd SE

Borgen BlvdBorgen Blvd

Burnham Dr NW

Burnham Dr NW

16

16

16

SE Nelson RoadSE Nelson RoadSE Pine RoadSE Pine Road

Bethel B

urley Rd SE

Bethel B

urley Rd SE

62nd Ave NW

62nd Ave NW

66th Ave NW

66th Ave NW

SE 160th StSE 160th St

to Kitsap County Bicycle to Kitsap County Bicycle Network (to Olalla)Network (to Olalla)

to Kitsap County to Kitsap County Route 37 Route 37

14th Ave NW

14th Ave NW

Hallstrom Dr NW

Hallstrom Dr NW

Drummond Dr NWDrummond Dr NW

Vernhardson StVernhardson St

Sehmel Dr NWSehmel Dr NW

Bujacich Rd NWBujacich Rd NW

Harbor H

ill Dr

Harbor H

ill Dr

PurdyPurdy

Willow

Rd SE

Willow

Rd SE

SE Spruce RdSE Spruce Rd

Henderson BayHenderson Bay

Puget Puget SoundSound

WaunaWauna

302

302

BurleyBurley

MaplewoodMaplewood

104th St NW104th St NW

Chapman

Dr NW

Chapman

Dr NW

86th Ave NW

86th Ave NW

Crescent Crescent LakeLake

Moller D

r NW

Moller D

r NW

Woodhill Dr NWWoodhill Dr NW

70th Ave NW

70th Ave NW

Peacock Hill Ave N

WPeacock H

ill Ave NW

Crescent Valley Rd SECrescent Valley Rd SE82nd Ave N

W82nd Ave N

W

Gig HarborGig Harbor

302

Goodnough Dr NW

Goodnough Dr NW

Canterw

ood Blvd N

WC

anterwood B

lvd NW

Purdy Dr NWPurdy Dr NW

155th St NW155th St NW

160th St NW160th St NW

136th St NW136th St NW

144th St NW144th St NW

to Olalla (informal route)to Olalla (informal route)

Peacock Hill Ave N

WPeacock H

ill Ave NW

Burley Burley LagoonLagoon

0+00

2+00

4+

00

6

+

0

0

8+

00

1

0

+

0

0

1

2

+

0

0

14+

00

16+00

18+00

20+

00

2

2

+

0

0

24+

00

2

6

+

0

0

2

8

+

0

0

3

0

+

0

0

32+00

3

4

+

0

0

3

6

+

0

0

38+00

0+

00

2

+

0

0

4+

00

6+

00

7+

75

7

+

0

0

0+

00

2

+

0

0

4+00

6

+

0

0

C1.01

C1.03

C1.04

C

1

.

0

5

C1.06

ALIGNMENT 1 LEVEL CROSSING

ALIGNMENT 2 BRIDGE CROSSING

ALIGNMENT 3 UNDERPASS CROSSING

6

2

+

5

3

38+00

40+

00

42+

00

44+

00

46+00

48+00

5

0

+

0

0

52+00

54+00

5

6

+

0

0

58+00

6

0

+

0

0

6

2

+

0

0

C1.07

C1.08

C1.09

ALIGNMENT 1 LEVEL CROSSING

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PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR

PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON

THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE

SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR

USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN

APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT

W O U L D C O N S T I T U T E A D E T R I M E N T D I R E C T L Y O R I N D I R E C T L Y T O P N D .

REVISIONS

DESCRIPTIONDATEREV

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comEN GINEER S , IN CDESIGNED BY:

DRAWN BY:

CHECKED BY: SCALE:

DATE:

PROJECT NO:

TITLE:

PROJECT:

SHEET NO:

CITY OF GIG HARBOR

CUSHMAN TRAIL

CONCEPT- NOT FOR CONSTRUCTION

CR / CC

DM

CK NOTED

NOV. 5, 2019

184100

KEY MAP

SITE PLAN

0 55 110 220 330

PROPOSED

CENTERLINE

G1.01

TITLE SHEET AND ALIGNMENT PLAN

CITY OF GIG HARBOR

CUSHMAN TRAIL PHASE V PLANNING STUDY

FIRST-MILE CONCEPT DRAWINGS - NOVEMBER 2019

C1.03

MA

TC

HLIN

E

C1.03

MA

TC

HLIN

E

LE

VE

L C

RO

SS

ING

BR

IDG

E

UNDERPASS

BO

RG

EN

B

LV

D.

+

1

9

2

+

1

8

8

+

1

9

0

+194

+200

+198

+

1

9

6

+

2

1

0

+204

+

1

9

0

+

1

9

6

+

1

9

0

+194

+186

+200

+

1

8

4

+190

+196

+

1

9

8

+

2

0

0

+

2

0

8

+

1

8

8

ALIGNMENT 2

ALIGNMENT 3

ALIGNMENT 1

PARCEL BOUNDARY

EXISTING

PARKING LOT

POWERLINE POLE

BRIDGE ABUTMENT

MIDSPAN PIER

MIDSPAN PIER

MSE RETAINING

WALL

BRIDGE

ABUTMENT

MSE RETAINING

WALL

EXISTING

TRAIL

B

R

ID

G

E

B

R

I

D

G

E

0+

00

1+

00

2

+

0

0

3

+

0

0

4+

00

5

+

0

0

6+

00

7+

00

7

+

0

0

0+

00

1

+

0

0

2

+

0

03+00

4+00

5+00

6

+

0

0

0+00

1+00

2+00

3+

00

4+

00

5+

00

6

+

0

0

7+

00

8+

00

EL. 160'

EL. 170'

EL. 180'

EL. 190'

EL. 200'

EL. 210'

EL. 220'

EL. 230'

EL. 240'

EL. 250'

EL. 260'

EL. 160'

EL. 170'

EL. 180'

EL. 190'

EL. 200'

EL. 210'

EL. 220'

EL. 230'

EL. 240'

EL. 250'

EL. 260'

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00

0+

00

.0

0

20

0.6

0

0+

50

.0

0

19

8.8

1

1+

00

.0

0

19

7.0

3

1+

50

.0

0

19

5.2

4

2+

00

.0

0

19

3.4

6

2+

50

.0

0

19

1.6

7

3+

00

.0

0

19

0.6

8

3+

50

.0

0

19

0.8

5

4+

00

.0

0

19

1.0

2

4+

50

.0

0

19

1.1

9

5+

00

.0

0

19

1.3

6

5+

50

.0

0

19

2.9

0

6+

00

.0

0

19

5.4

0

6+

50

.0

0

19

7.9

0

7+

00

.0

0

20

0.4

0

7+

50

.0

0

20

2.9

0

8+

00

.0

0

20

5.4

0

-3.5

7%

0.34%

GRADE BREAK STA = 0+00.00

ELEV = 200.599

GRADE BREAK STA = 2+79.56

ELEV = 190.613

GRADE BREAK STA = 5+20.65

ELEV = 191.430

5.0

0%

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PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR

PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON

THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE

SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR

USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN

APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT

W O U L D C O N S T I T U T E A D E T R I M E N T D I R E C T L Y O R I N D I R E C T L Y T O P N D .

REVISIONS

DESCRIPTIONDATEREV

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comEN GINEER S , IN CDESIGNED BY:

DRAWN BY:

CHECKED BY: SCALE:

DATE:

PROJECT NO:

TITLE:

PROJECT:

SHEET NO:

CITY OF GIG HARBOR

CUSHMAN TRAIL

CONCEPT- NOT FOR CONSTRUCTION

CR / CC

DM

CK NOTED

NOV. 5, 2019

184100

KEY MAP

C1.01

PLAN AND PROFILE

PROPOSED

CENTERLINE

ALIGNMENT 1: LEVEL CROSSING

ALIGNMENT 3 BP: 00+00

ALIGNMENT 1: 00+50

ALIGNMENT 2 BP: 00+00

ALIGNMENT 1: 1+00

ALIGNMENT 3 EP: 7+00

ALIGNMENT 1: 7+16.22

C1.01

60-FT

WETLAND

BUFFER

MAPPED

WETLAND

EL. 140'

EL. 150'

EL. 160'

EL. 170'

EL. 180'

EL. 190'

EL. 200'

EL. 210'

EL. 220'

EL. 230'

EL. 240'

EL. 140'

EL. 150'

EL. 160'

EL. 170'

EL. 180'

EL. 190'

EL. 200'

EL. 210'

EL. 220'

EL. 230'

EL. 240'

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+007+00

-4.5

2%

-0.00%

4.8

7%

GRADE BREAK STA = 0+00.00

ELEV = 200.000

GRADE BREAK STA = 4+20.07

ELEV = 181.000

GRADE BREAK STA = 4+88.10

ELEV = 181.000

GRADE BREAK STA = 7+00.00

ELEV = 191.318

UNDERPASS ELEV. 181'

0+

00

.0

0

20

0.0

0

0+

50

.0

0

19

7.7

4

1+

00

.0

0

19

5.4

8

1+

50

.0

0

19

3.2

2

2+

00

.0

0

19

0.9

5

2+

50

.0

0

18

8.6

9

3+

00

.0

0

18

6.4

3

3+

50

.0

0

18

4.1

7

4+

00

.0

0

18

1.9

1

4+

50

.0

0

18

1.0

0

5+

00

.0

0

18

1.5

8

5+

50

.0

0

18

4.0

1

6+

00

.0

0

18

6.4

5

6+

50

.0

0

18

8.8

8

7+

00

.0

0

19

1.3

2

7+

00

.0

0

EL. 160'

EL. 170'

EL. 180'

EL. 190'

EL. 200'

EL. 210'

EL. 220'

EL. 230'

EL. 240'

EL. 250'

EL. 260'

EL. 160'

EL. 170'

EL. 180'

EL. 190'

EL. 200'

EL. 210'

EL. 220'

EL. 230'

EL. 240'

EL. 250'

EL. 260'

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+75

BRIDGE DECK ELEV. 215.5'

0+

00.00

198.08

0+

50.00

200.50

1+

00.00

202.92

1+

50.00

205.34

2+

00.00

207.75

2+

50.00

210.17

3+

00.00

212.59

3+

50.00

215.01

4+

00.00

215.50

4+

50.00

214.22

5+

00.00

211.72

5+

50.00

209.22

6+

00.00

206.72

6+

50.00

204.22

7+

00.00

201.72

7+

50.00

204.22

7+

75.00

205.47

PIE

R

BR

ID

GE

A

BU

TM

EN

T

4.8

4%

0.00%

-5.0

0%

5.0

0%

4.8

4%

0.00%

-5.0

0%

5.0

0%

GRADE BREAK STA = 0+00.00

ELEV = 198.080

GRADE BREAK STA = 3+60.13

ELEV = 215.500

GRADE BREAK STA = 4+24.40

ELEV = 215.500

GRADE BREAK STA = 7+00.00

ELEV = 201.720

GRADE BREAK STA = 7+75.00

ELEV = 205.470

BR

ID

GE

A

BU

TM

EN

T

PIE

R

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WG

PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR

PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON

THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE

SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR

USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN

APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT

W O U L D C O N S T I T U T E A D E T R I M E N T D I R E C T L Y O R I N D I R E C T L Y T O P N D .

REVISIONS

DESCRIPTIONDATEREV

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comEN GINEER S , IN CDESIGNED BY:

DRAWN BY:

CHECKED BY: SCALE:

DATE:

PROJECT NO:

TITLE:

PROJECT:

SHEET NO:

CITY OF GIG HARBOR

CUSHMAN TRAIL

CONCEPT- NOT FOR CONSTRUCTION

CR / CC

DM

CK NOTED

NOV. 5, 2019

184100

KEY MAP

C1.02

BRIDGE AND UNDERPASS CROSSING PROFILE

ALIGNMENT 2: BRIDGE CROSSING

ALIGNMENT 3: UNDERPASS CROSSING

CANNOT

CONVERGE TO

ADA TRAIL

ALIGNMENT

C1.01

M

AT

CH

LIN

E

C1.04

MA

TC

HLIN

E

C1.01

M

AT

CH

LIN

E

C1.04

MA

TC

HLIN

E

+200

+

2

2

0

+

2

2

6

+

2

2

8

+

2

2

0

+

2

1

0

+224

+

1

9

6

+200

+

2

0

6

+

2

1

0

+216

+224

+222

+

2

0

8

+

2

1

0

+

2

4

4 +242

+190

+

2

2

0

+190

ALIGNMENT 1

ALIGNMENT 2

PARCEL BOUNDARY

A

B

A

N

D

O

N

E

D

R

O

A

D

POWERLINE POLE

PRIVATE PARCEL

7+

75

7+

00

8+

00

9

+

0

0

10+00

1

1

+

0

0

1

2

+

0

0

1

3

+

0

0

14+

00

15+

00

16+00

EL. 160'

EL. 170'

EL. 180'

EL. 190'

EL. 200'

EL. 210'

EL. 220'

EL. 230'

EL. 240'

EL. 250'

EL. 260'

EL. 160'

EL. 170'

EL. 180'

EL. 190'

EL. 200'

EL. 210'

EL. 220'

EL. 230'

EL. 240'

EL. 250'

EL. 260'

8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00

8+

00

.0

0

20

5.4

0

8+

50

.0

0

20

7.9

0

9+

00

.0

0

21

0.4

0

9+

50

.0

0

21

2.9

0

10

+0

0.0

0

21

5.4

0

10

+5

0.0

0

21

7.9

0

11

+0

0.0

0

22

0.4

0

11

+5

0.0

0

22

2.9

0

12

+0

0.0

0

22

5.4

0

12

+5

0.0

0

22

7.9

0

13

+0

0.0

0

22

7.7

1

13

+5

0.0

0

22

5.2

1

14

+0

0.0

0

22

2.7

1

14

+5

0.0

0

22

0.2

1

15

+0

0.0

0

21

7.7

1

15

+5

0.0

0

21

5.2

1

16

+0

0.0

0

21

2.7

1

5.0

0%

GRADE BREAK STA = 12+73.11

ELEV = 229.053

-5.0

0%

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1.D

WG

PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR

PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON

THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE

SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR

USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN

APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT

W O U L D C O N S T I T U T E A D E T R I M E N T D I R E C T L Y O R I N D I R E C T L Y T O P N D .

REVISIONS

DESCRIPTIONDATEREV

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comEN GINEER S , IN CDESIGNED BY:

DRAWN BY:

CHECKED BY: SCALE:

DATE:

PROJECT NO:

TITLE:

PROJECT:

SHEET NO:

CITY OF GIG HARBOR

CUSHMAN TRAIL

CONCEPT- NOT FOR CONSTRUCTION

CR / CC

DM

CK NOTED

NOV. 5, 2019

184100

KEY MAP

C1.03

PLAN AND PROFILE

PROPOSED

CENTERLINE

ALIGNMENT 2 EP: 7+74.85

ALIGNMENT 1: 8+75.00

ALIGNMENT 1

C1.03

C1.03

MA

TC

HLIN

E

C1.03

MA

TC

HLIN

E

C

1.05

M

A

TC

H

LIN

E

C

1.05

M

A

TC

H

LIN

E

+194

+190

+204

+

2

0

0

+180

+

190

+172

+

2

0

8

+

1

8

2

+

1

8

8

+

1

7

8

+

1

8

0

+

2

2

0

+

1

8

0

+

2

0

0

+

2

0

4

+

2

0

0

+

2

0

0

+

1

6

0

+

1

8

4

ALIGNMENT 1

PARCEL BOUNDARY

POWERLINE POLE

BRIDGE ABUTMENT

STREAM PATH

PRIVATE PARCEL

MSE RETAINING

WALL

16+00

17+

00

18+00

19+

00

20+

00

21+00

2

2

+

0

0

23+

00

24+

00

EL. 140'

EL. 150'

EL. 160'

EL. 170'

EL. 180'

EL. 190'

EL. 200'

EL. 210'

EL. 220'

EL. 230'

EL. 240'

EL. 140'

EL. 150'

EL. 160'

EL. 170'

EL. 180'

EL. 190'

EL. 200'

EL. 210'

EL. 220'

EL. 230'

EL. 240'

16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00

16

+0

0.0

0

21

2.7

1

16

+5

0.0

0

21

0.2

1

17

+0

0.0

0

20

7.7

1

17

+5

0.0

0

20

5.2

1

18

+0

0.0

0

20

2.7

2

18

+5

0.0

0

20

0.2

2

19

+0

0.0

0

19

7.7

2

19

+5

0.0

0

19

5.2

2

20

+0

0.0

0

19

2.7

2

20

+5

0.0

0

19

0.2

2

21

+0

0.0

0

18

7.7

2

21

+5

0.0

0

18

5.2

2

22

+0

0.0

0

18

3.0

6

22

+5

0.0

0

18

5.5

6

23

+0

0.0

0

18

8.0

7

23

+5

0.0

0

19

0.5

7

24

+0

0.0

0

19

3.0

7

-5.0

0%

GRADE BREAK STA = 21+96.59

ELEV = 182.892

BRIDGE

ABUTMENT

BRIDGE

ABUTMENT

CULVERT

5.0

0%

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PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR

PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON

THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE

SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR

USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN

APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT

W O U L D C O N S T I T U T E A D E T R I M E N T D I R E C T L Y O R I N D I R E C T L Y T O P N D .

REVISIONS

DESCRIPTIONDATEREV

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comEN GINEER S , IN CDESIGNED BY:

DRAWN BY:

CHECKED BY: SCALE:

DATE:

PROJECT NO:

TITLE:

PROJECT:

SHEET NO:

CITY OF GIG HARBOR

CUSHMAN TRAIL

CONCEPT- NOT FOR CONSTRUCTION

CR / CC

DM

CK NOTED

NOV. 5, 2019

184100

KEY MAP

C1.04

PLAN AND PROFILE

PROPOSED

CENTERLINE

ALIGNMENT 1

C1.04

WETLAND

BUFFER

MAPPED

WETLAND

CULVERT

C

1

.

0

4

M

A

T

C

H

L

I

N

E

C

1

.

0

4

M

A

T

C

H

L

I

N

E

C

1

.

0

6

M

A

T

C

H

L

I

N

E

C

1

.

0

6

M

A

T

C

H

L

I

N

E

+

1

7

8

+

1

8

0

+

2

2

0

+

2

1

2

+

2

1

0

+

2

1

8

+

2

2

6

+

2

1

0

+

2

0

6

+

2

0

0

+

1

9

8

+

1

9

0

+

2

3

2

+220

+

1

8

0

+

2

2

0

+

2

2

0

+190

+200

+

1

9

0

+220

+

2

1

6

+

2

3

6

+226

+

2

2

2

+

2

2

4

ALIGNMENT 1

A

L

I

G

N

M

E

N

T

1

PARCEL BOUNDARY

H

O

S

P

I

T

A

L

P

A

R

K

I

N

G

L

O

T

POWERLINE POLE

STREAM PATH

MSE RETAINING

WALL

M

S

E

R

E

T

A

I

N

I

N

G

W

A

L

L

2

4

+

0

0

2

5

+

0

0

26+00

27+00

28+00

29+00

30+00

31+00

3

2

+

0

0

EL. 160'

EL. 170'

EL. 180'

EL. 190'

EL. 200'

EL. 210'

EL. 220'

EL. 230'

EL. 240'

EL. 250'

EL. 260'

EL. 160'

EL. 170'

EL. 180'

EL. 190'

EL. 200'

EL. 210'

EL. 220'

EL. 230'

EL. 240'

EL. 250'

EL. 260'

24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00

24

+0

0.0

0

19

3.0

7

24

+5

0.0

0

19

5.5

7

25

+0

0.0

0

19

8.0

7

25

+5

0.0

0

20

0.5

7

26

+0

0.0

0

20

3.0

7

26

+5

0.0

0

20

5.5

8

27

+0

0.0

0

20

8.0

8

27

+5

0.0

0

21

0.5

8

28

+0

0.0

0

21

3.0

8

28

+5

0.0

0

21

5.5

8

29

+0

0.0

0

21

8.0

8

29

+5

0.0

0

22

0.5

9

30

+0

0.0

0

22

3.0

9

30

+5

0.0

0

22

5.5

9

31

+0

0.0

0

22

8.0

9

31

+5

0.0

0

23

0.5

9

32

+0

0.0

0

23

3.0

9

5.0

0%

11/5/19 - D

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WG

PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR

PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON

THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE

SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR

USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN

APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT

W O U L D C O N S T I T U T E A D E T R I M E N T D I R E C T L Y O R I N D I R E C T L Y T O P N D .

REVISIONS

DESCRIPTIONDATEREV

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comEN GINEER S , IN CDESIGNED BY:

DRAWN BY:

CHECKED BY: SCALE:

DATE:

PROJECT NO:

TITLE:

PROJECT:

SHEET NO:

CITY OF GIG HARBOR

CUSHMAN TRAIL

CONCEPT- NOT FOR CONSTRUCTION

CR / CC

DM

CK NOTED

NOV. 5, 2019

184100

KEY MAP

C1.05

PLAN AND PROFILE

PROPOSED

CENTERLINE

ALIGNMENT 1

C

1

.

0

5

WETLAND

BUFFER

MAPPED

WETLAND

C1.0

5

MA

TC

HLIN

E

C1.07

MATCHLINE

C1.07

MATCHLINE

+

2

4

0

+

2

3

8

+244

+

2

6

0

+

2

5

6

+

2

3

0

+

2

4

0

+

2

2

0

+

2

1

6

+

2

3

6

+

2

2

6

+

2

5

2

+

2

5

2

+252

+250

+

2

4

6

+

2

5

0

+

2

5

8

ALIGNMENT 1

PARCEL BOUNDARY

C1.0

5

MA

TC

HLIN

E

H

O

S

P

I

T

A

L

P

A

R

K

I

N

G

L

O

T

POWERLINE

POLE

MSE RETAINING

WALL

32+

00

3

3

+

0

0

3

4

+

0

0

3

5

+

0

0

3

6

+

0

0

3

7

+

0

0

EL. 200'

EL. 210'

EL. 220'

EL. 230'

EL. 240'

EL. 250'

EL. 260'

EL. 270'

EL. 280'

EL. 290'

EL. 300'

EL. 200'

EL. 210'

EL. 220'

EL. 230'

EL. 240'

EL. 250'

EL. 260'

EL. 270'

EL. 280'

EL. 290'

EL. 300'

32+00 33+00 34+00 35+00 36+00 37+00 37+50

32+

00.00

233.09

32+

50.00

235.59

33+

00.00

238.10

33+

50.00

240.60

34+

00.00

243.10

34+

50.00

245.60

35+

00.00

248.10

35+

50.00

250.60

36+

00.00

253.10

36+

50.00

255.60

37+

00.00

258.10

37+

50.00

260.60

5.0

0%

11/5/19 - D

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\D

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1.D

WG

PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR

PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON

THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE

SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR

USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN

APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT

W O U L D C O N S T I T U T E A D E T R I M E N T D I R E C T L Y O R I N D I R E C T L Y T O P N D .

REVISIONS

DESCRIPTIONDATEREV

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comEN GINEER S , IN CDESIGNED BY:

DRAWN BY:

CHECKED BY: SCALE:

DATE:

PROJECT NO:

TITLE:

PROJECT:

SHEET NO:

CITY OF GIG HARBOR

CUSHMAN TRAIL

CONCEPT- NOT FOR CONSTRUCTION

CR / CC

DM

CK NOTED

NOV. 5, 2019

184100

KEY MAP

C1.06

PLAN AND PROFILE

PROPOSED

CENTERLINE

ALIGNMENT 1

ALIGNMENT 4 EP: 9+67.56

ALIGNMENT 1: 37+25.00

C1.06

C1.06

MA

TC

HLIN

E

C1.06

MA

TC

HLIN

E

C1.08

MA

TC

HLIN

E

C1.08

MA

TC

HLIN

E

+

2

7

6

+

2

8

0

+

2

7

8

+

2

8

0

+

2

6

6

+

2

7

0

+

2

7

4

+

2

7

6

+

2

7

0

+

2

6

0

+

2

8

2

+

2

8

0

+

2

8

2

+284

+

2

8

6

+288

+

2

5

0

+250

ALIGNMENT 1

PARCEL BOUNDARY

POWERLINE POLE

38+00

39+00

40+00

41+00

42+00

43+00

44+00

45+00

EL. 220'

EL. 230'

EL. 240'

EL. 250'

EL. 260'

EL. 270'

EL. 280'

EL. 290'

EL. 300'

EL. 310'

EL. 320'

EL. 220'

EL. 230'

EL. 240'

EL. 250'

EL. 260'

EL. 270'

EL. 280'

EL. 290'

EL. 300'

EL. 310'

EL. 320'

37+50 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 45+50

37

+5

0.0

0

26

0.6

0

38

+0

0.0

0

26

3.1

0

38

+5

0.0

0

26

5.6

0

39

+0

0.0

0

26

8.1

0

39

+5

0.0

0

27

0.6

0

40

+0

0.0

0

27

3.1

0

40

+5

0.0

0

27

5.6

0

41

+0

0.0

0

27

6.3

6

41

+5

0.0

0

27

6.9

8

42

+0

0.0

0

27

7.6

0

42

+5

0.0

0

27

8.2

3

43

+0

0.0

0

27

8.8

5

43

+5

0.0

0

27

9.4

7

44

+0

0.0

0

28

0.0

9

44

+5

0.0

0

28

0.7

1

45

+0

0.0

0

28

3.0

6

45

+5

0.0

0

28

5.5

6

GRADE BREAK STA = 44+54.02

ELEV = 280.761

GRADE BREAK STA = 40+53.64

ELEV = 275.785

1.24%

5.0

0%

CULVERT

5.0

0%

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PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR

PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON

THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE

SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR

USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN

APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT

W O U L D C O N S T I T U T E A D E T R I M E N T D I R E C T L Y O R I N D I R E C T L Y T O P N D .

REVISIONS

DESCRIPTIONDATEREV

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comEN GINEER S , IN CDESIGNED BY:

DRAWN BY:

CHECKED BY: SCALE:

DATE:

PROJECT NO:

TITLE:

PROJECT:

SHEET NO:

CITY OF GIG HARBOR

CUSHMAN TRAIL

CONCEPT- NOT FOR CONSTRUCTION

CR / CC

DM

CK NOTED

NOV. 5, 2019

184100

KEY MAP

C1.07

PLAN AND PROFILE

PROPOSED

CENTERLINE

ALIGNMENT 1

C1.07

CULVERT

C1.07

MA

TC

HLIN

E

C1.07

MA

TC

HLIN

E

C

1.09

M

AT

C

H

LIN

E

C

1.09

M

AT

C

H

LIN

E

L

E

V

E

L

C

R

O

S

S

I

N

G

B

A

K

E

R

W

A

Y

N

W

+

2

8

0

+

3

3

0

+

3

2

0

+

3

2

6

+

3

1

0

+

2

8

0

+

2

9

0

+300

+

3

2

2

+

3

2

4

+

3

1

8

+

2

9

4

+

2

9

0

+

2

9

0

+

2

9

6

+

2

9

2

+

3

0

4

+

3

1

8

+

3

1

4

ALIGNMENT 1

PARCEL BOUNDARY

DRIVEWAY

POWERLINE POLE

PROPOSED

PARKING

46+00

47+

00

48+

00

49+

00

5

0

+

0

0

5

1

+

0

0

52+00

53+00

54+00

EL. 260'

EL. 270'

EL. 280'

EL. 290'

EL. 300'

EL. 310'

EL. 320'

EL. 330'

EL. 340'

EL. 350'

EL. 360'

EL. 260'

EL. 270'

EL. 280'

EL. 290'

EL. 300'

EL. 310'

EL. 320'

EL. 330'

EL. 340'

EL. 350'

EL. 360'

45+50 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 54+50

45

+5

0.0

0

28

5.5

6

46

+0

0.0

0

28

8.0

6

47

+0

0.0

0

29

3.0

6

47

+5

0.0

0

29

5.5

6

48

+0

0.0

0

29

8.0

6

48

+5

0.0

0

30

0.5

6

49

+0

0.0

0

30

3.0

6

49

+5

0.0

0

30

5.5

6

50

+0

0.0

0

30

8.0

6

50

+5

0.0

0

31

0.3

0

51

+0

0.0

0

31

2.5

2

51

+5

0.0

0

31

5.0

2

52

+0

0.0

0

31

7.5

2

52

+5

0.0

0

32

0.0

2

53

+0

0.0

0

32

2.5

2

53

+5

0.0

0

32

5.0

2

54

+0

0.0

0

32

7.5

2

54

+5

0.0

0

32

8.7

8

3.01%

5.0

0%

5.0

0%

GRADE BREAK STA = 54+13.59

ELEV = 328.200

GRADE BREAK STA = 50+37.12

ELEV = 309.916

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PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR

PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON

THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE

SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR

USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN

APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT

W O U L D C O N S T I T U T E A D E T R I M E N T D I R E C T L Y O R I N D I R E C T L Y T O P N D .

REVISIONS

DESCRIPTIONDATEREV

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comEN GINEER S , IN CDESIGNED BY:

DRAWN BY:

CHECKED BY: SCALE:

DATE:

PROJECT NO:

TITLE:

PROJECT:

SHEET NO:

CITY OF GIG HARBOR

CUSHMAN TRAIL

CONCEPT- NOT FOR CONSTRUCTION

CR / CC

DM

CK NOTED

NOV. 5, 2019

184100

KEY MAP

C1.08

PLAN AND PROFILE

PROPOSED

CENTERLINE

ALIGNMENT 1

C1.08

C

1.08

M

AT

C

H

LIN

E

C

1.08

M

AT

C

H

LIN

E

+

3

1

4

+318

+

3

3

0

+

3

2

0

+

3

0

0

+

3

2

0

+

3

1

0

+320

+322

+

3

1

6

+

3

1

8

+

3

1

4

+304

+310

+

2

9

0

+

3

1

6

+

2

9

2

+

2

7

0

+

2

9

6

+294

+

3

1

4

ALIGNMENT 1

PARCEL BOUNDARY

PARKING LOT

C

A

N

T

E

R

W

O

O

D

B

L

V

D

N

W

POWERLINE POLE

6

2

+

5

3

5

5

+

0

0

5

6

+

0

0

5

7

+

0

0

58+00

59+00

6

0

+

0

0

6

1

+

0

0

6

2

+

0

0

EL. 260'

EL. 270'

EL. 280'

EL. 290'

EL. 300'

EL. 310'

EL. 320'

EL. 330'

EL. 340'

EL. 350'

EL. 360'

EL. 260'

EL. 270'

EL. 280'

EL. 290'

EL. 300'

EL. 310'

EL. 320'

EL. 330'

EL. 340'

EL. 350'

EL. 360'

54+50 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 62+50

54

+5

0.0

0

32

8.7

8

55

+0

0.0

0

32

9.5

7

56

+0

0.0

0

32

6.3

7

56

+5

0.0

0

32

3.8

7

57

+0

0.0

0

32

1.3

7

57

+5

0.0

0

31

8.8

7

58

+0

0.0

0

31

6.5

8

58

+5

0.0

0

31

5.6

2

59

+0

0.0

0

31

4.6

6

59

+5

0.0

0

31

3.6

9

60

+0

0.0

0

31

2.7

3

60

+5

0.0

0

31

1.7

7

61

+0

0.0

0

31

0.8

0

61

+5

0.0

0

30

9.6

4

62

+0

0.0

0

30

7.1

9

62

+5

0.0

0

1.58%

-4.9

0%

-5.0

0%

-1.93%

-1.93%

-4.9

0%

GRADE BREAK STA = 55+27.34

ELEV = 329.998

GRADE BREAK STA = 57+92.93

ELEV = 316.719

GRADE BREAK STA = 61+43.35

ELEV = 309.968

GRADE BREAK STA = 62+46.34

ELEV = 304.918

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PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR

PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON

THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE

SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR

USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN

APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT

W O U L D C O N S T I T U T E A D E T R I M E N T D I R E C T L Y O R I N D I R E C T L Y T O P N D .

REVISIONS

DESCRIPTIONDATEREV

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comEN GINEER S , IN CDESIGNED BY:

DRAWN BY:

CHECKED BY: SCALE:

DATE:

PROJECT NO:

TITLE:

PROJECT:

SHEET NO:

CITY OF GIG HARBOR

CUSHMAN TRAIL

CONCEPT- NOT FOR CONSTRUCTION

CR / CC

DM

CK NOTED

NOV. 5, 2019

184100

KEY MAP

C1.09

PLAN AND PROFILE

PROPOSED

CENTERLINE

ALIGNMENT 1

C1.09

100'-0"120'-0"120'-0"

BORGEN BLVD

EASTBOUND

BORGEN BLVD

WESTBOUND SIDEWALKSIDEWALK

EXISTING

MAPPED

WETLAND

BRIDGE PIER

MSE WALL

FOOTING

BACKWALL

RESTROOM

EXISTING

MAPPED

WETLAND

AA

BB

EXISTING

GROUND

BRIDGE PIER

BRIDGE

RESTROOM

MSE WALL

BRIDGE APPROACH

MSE WALL

BRIDGE APPROACH

EARTH FILL APPROACH

BORGEN BLVD.

EXISTING GROUND

CONCRETE PIER

DRILLED PIER BASE

WITH BELL

EXISTING GROUND

CONCRETE PIER CAP

BEARING, TYP.

STEEL GIRDER, TYP.

CONCRETE

DECK

HANDRAIL, TYP.

16'-0"

CLR.

HANDRAIL, TYP.

CONCRETE

MSE WALL

PAVED TRAIL

12'-0"

2'-0"

TYP.

EARTH FILL

DRAIN LAYER

BASE COURSE

EXISTING

GROUND

BRIDGE AND APPROACH ELEVATION

BRIDGE ELEVATION

SECTION A-A - BRIDGE SECTION AT PIER SECTION B-B - MSE WALL SECTION AT APPROACH

HANDRAIL NOT SHOWN FOR CLARITY

HANDRAIL NOT SHOWN FOR CLARITY

S1.01

BORGEN BRIDGE CONCEPT

CK

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PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR

PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON

THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE

SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR

USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN

APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT

W O U L D C O N S T I T U T E A D E T R I M E N T D I R E C T L Y O R I N D I R E C T L Y T O P N D .

REVISIONS

DESCRIPTIONDATEREV

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comEN GINEER S , IN CDESIGNED BY:

DRAWN BY:

CHECKED BY: SCALE:

DATE:

PROJECT NO:

TITLE:

PROJECT:

SHEET NO:

CITY OF GIG HARBOR

CUSHMAN TRAIL

CONCEPT- NOT FOR CONSTRUCTION

DM

NOTED

NOV. 5, 2019

184100

KEY MAP

BRIDGE

CREEK

MSE APPROACH WALL

MSE APPROACH WALL

FOUNDATION SLAB, TYP.

BACKWALL, TYP.

MSE ABUTMENT WALL, TYP.

5% S

LOPE

EXISTING GROUND

MSE WALL

BEARING, TYP.

STEEL GIRDER, TYP.

CONCRETE

DECK

HANDRAIL, TYP.

16'-0"

CLR.

FOUNDATION SLAB

EXISTING

GROUND

HANDRAIL, TYP.

CONCRETE

MSE WALL

PAVED TRAIL

12'-0"

2'-0"

TYP.

EARTH FILL

DRAIN LAYER

BASE COURSE

EXISTING

GROUND

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PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY PROGRAMS, METHODS OR

PROCEDURES OF OPERATION, OR THE CONSTRUCTION OF THE DESIGN SHOWN ON

THESE DRAWINGS. WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, THE

SPECIFICATIONS SHALL CONFORM TO STANDARDS OF INDUSTRY. DRAWINGS ARE FOR

USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN

APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED IN ANY MANNER THAT

W O U L D C O N S T I T U T E A D E T R I M E N T D I R E C T L Y O R I N D I R E C T L Y T O P N D .

REVISIONS

DESCRIPTIONDATEREV

1736 Fourth Avenue S., Suite A

Seattle, Washington 98134

P: 206.624.1387

www.pndengineers.comEN GINEER S , IN CDESIGNED BY:

DRAWN BY:

CHECKED BY: SCALE:

DATE:

PROJECT NO:

TITLE:

PROJECT:

SHEET NO:

CITY OF GIG HARBOR

CUSHMAN TRAIL

CONCEPT- NOT FOR CONSTRUCTION

DM

NOTED

NOV. 5, 2019

184100

KEY MAP

BRIDGE AND APPROACH ELEVATION

SECTION A-A - BRIDGE SECTION AT ABUTMENT SECTION B-B - MSE WALL SECTION AT APPROACH

AA

BB

HANDRAIL NOT SHOWN FOR CLARITY

S1.02

CREEK BRIDGE CONCEPT

CK

GW

EXISTING TRAILHEAD AND PARKING LOT

EXISTING STREET TREES TO REMAIN

RAILING AND EXTERIOR FINISH OF BRIDGE TBD

TREES UNDER OVERPASS TO BE REMOVED

CUSHMAN TRAIL PHASE V PLANNING STUDYPROPOSED BORGEN BLVD CROSSING - LOOKING EAST

CUSHMAN TRAIL PHASE V PLANNING STUDYPROPOSED BORGEN BLVD CROSSING - LOOKING NORTH

EXISTING RESTROOM

SOME TREE REMOVAL TO OCCUR

RAILING AND EXTERIOR FINISH OF BRIDGE TBD

16’-0”

DOG WASTEBAG DISPENSOR

WASTE RECEPTACLE

6’-0”

1’-0”

4’-0”

6’ BENCHSURFACE MOUNT

ASPHALTTRAIL

ROOM FORCOMPANION (ADA)SEATING

CONCRETE PAD

2’ WIDEGRAVEL EDGE

CUSHMAN TRAIL PHASE V PLANNING STUDYTYPICAL REST AREA

CUSHMAN TRAIL PHASE V PLANNING STUDYTRAIL SECTIONS

PARALLEL TO ROAD WITH CUT

PARALLEL TO ROAD WITH EMBANKMENT

PARALLEL TO ROAD WITH CUT SIDE SLOPE

TAC Meeting #3 November 7, 2019

Cushman Trail Phase V Planning Study

First Mile Cost Analysis – Engineer’s Estimate

Option 1 – Trail + Borgen Bridge

Mixed-use trail from Borgen Blvd. to Canterwood Blvd.

12-foot wide asphalt pavement with 2-foot gravel shoulders

Multi-span bridge structure crossing Borgen Blvd.

Grades throughout meet ADA accessibility requirements

Estimate:

15% Contingency:

Total:

$6,766,000

$970,000

$7,736,000

Option 2 – Trail + Borgen Level Crossing

Mixed-use trail from Borgen Blvd. to Canterwood Blvd.

12-foot wide asphalt pavement with 2-foot gravel shoulders

Level RRFB crossing at Borgen Blvd.

Grades throughout meet ADA accessibility requirements

Estimate:

15% Contingency:

Total:

$3,046,000

$412,000

$3,458,000

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CUSHMAN TRAIL PHASE V - WETLAND A (FOR SURVEY)

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2907 Harborview Dr., Suite D, Gig Harbor, WA 98335Phone: (253) 514-8952 Fax: (253) 514-8954

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CUSHMAN TRAIL PHASE V - WETLAND B (FOR SURVEY)

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GIG HARBOR, WA 98332

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2907 Harborview Dr., Suite D, Gig Harbor, WA 98335Phone: (253) 514-8952 Fax: (253) 514-8954

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10/25/20191823.0001

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WAOCIO, Leica Geosystems Inc

CUSHMAN TRAIL PHASE V - WETLAND C/D (FOR SURVEY)

¢

0 125 25062.5 Feet

ADJACENT TO:11400 51ST NW

GIG HARBOR, WA 98332

CUSHMAN TRAIL

www.soundviewconsultants.com

2907 Harborview Dr., Suite D, Gig Harbor, WA 98335Phone: (253) 514-8952 Fax: (253) 514-8954

Soundview ConsultantsEnvironmental Assessment • Planning • Land Use Solutions

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10/25/20191823.0001

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¢

0 20 4010 Feet

ADJACENT TO:11400 51ST NW

GIG HARBOR, WA 98332

CUSHMAN TRAIL

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2907 Harborview Dr., Suite D, Gig Harbor, WA 98335Phone: (253) 514-8952 Fax: (253) 514-8954

Soundview ConsultantsEnvironmental Assessment • Planning • Land Use Solutions

LLC

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