Volume_1_FY20_P2-465896_WYCK_DRAWING_PACKAGE.pdf

PDF 19 MB Posted Jul 23, 2019

Attached to: Wyckoff Access Road Construction, Bainbridge Island, Washington
Solicitation number: W912DW19B0006
Issued by: Department of the Army Corps of Engineers Engineering District Seattle

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Invitation for Bid (IFB) W912DW19B0006, Wyckoff Access Road Construction, Bainbridge Island, WA Drawings, File 1 of 4

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File	Type	Posted
Bid_Opening_Attendee_List.pdf	PDF	Aug 27, 2019
Bid_Abstract.pdf	PDF	Aug 27, 2019
Amendment_0002_W912DW19B0006_Wyckoff_Road_Construction.pdf	PDF	Aug 16, 2019
Amendment_0002_TS101_-_TELECOMMUNICATIONS_SITE_PLAN.pdf	PDF	Aug 16, 2019
Amendment_0001_W912DW19B0006_Wyckoff_Road_Construction.pdf	PDF	Aug 15, 2019
Amendment_0001_FY20_P2-465896_WYCK_DRAWING_PACKAGE-_amended.pdf	PDF	Aug 15, 2019
Pre-Bid_Site_Visit_PowerPoint.pdf	PDF	Aug 6, 2019
Site_Visit_Attendees.pdf	PDF	Aug 6, 2019
FY20_Wyckoff_Access_Road_Specifications.pdf	PDF	Jul 23, 2019
Volume_3_FY20_P2-465896_WYCK_DRAWING_PACKAGE.pdf	PDF	Jul 23, 2019
SOLICITATION_IFB_W912DW19B0006_FINAL.pdf	PDF	Jul 23, 2019
Volume_2_FY20_P2-465896_WYCK_DRAWING_PACKAGE.pdf	PDF	Jul 23, 2019
Volume_4_FY20_P2-465896_WYCK_DRAWING_PACKAGE.pdf	PDF	Jul 23, 2019

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DATE AND TIME PLOTTED: 6/13/2019 DESIGN FILE: I:\AECDesigns\FY20_P2-465896_WYCK\Con_Docs\CAD_Sheets\General\FY20_P2-465896_WYCK-G-001CVR.dgn

P re p a re d b y

P ro je c t

M a n a g e r

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A p p ro v e d b y

C h ie f, D e s ig n B ra n c h

R e c o m m e n d e d b y

F il e N o

S o li c it a ti o n N o

D a te of Engineers US Army Corps

S u b m it te d b y

D a te

Seattle District

1 2 3 4 5 of Engineers

US Army Corps

1 2 3 4 5

IDENTIFICATION

SHEET

Seattle District

C h ie f, S p e c s a n d T e c h R e v ie w

C h ie f, E n g in e e ri n g D iv

C h ie f, C iv il S e c ti o n

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A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

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L L S P .E

PROJECT VICINITY MAP

NTS

MT. VERNON

EVERETT

TACOMA

OLYMPIA

SKAGIT BAY

POSSESION SOUND

PUGET SOUND

CARR INLET

CASE INLET

Q U

A L L Y R

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BELLINGHAM BAY

LUMMI BAY

SAMISH BAY

BAY

PADILLA

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BOUNDARY BAY

STRAIT OF GEORGIA

SALISH SEA

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B R I T I S H C O L U M B I A

W A S H I N G T O N

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MONTANA

BELLINGHAM

ABERDEEN

YAKIMA

SEATTLE

KENNEWICK

WALLA WALLA

PULLMAN

LEWISTON

SPOKANE

COLVILLE

JBLM

BRIDGEPORT

MCNARY DAM

YTC

WENATCHEE

PORTLAND

LA GRANDE

DWORSHAK DAM

OCEAN

PACIFIC

ELLENSBURG

DAM

LIBBY

MUD MOUNTAIN DAM

PROJECT LOCATION MAP

NTS

PROJECT

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WYCKOFF ACCESS ROAD

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95% DESIGN SUBMITTAL

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File Path: I:\AECDesigns\FY20_P2-465896_WYCK\Con_Docs\CAD_Sheets\Geotechnical\FY20_P2-465896_WYCK_B-001_GEOTECHNICAL EXPLORATION.dgn

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IN NOVEMBER OF 2018.

PREPARED BY APS SURVEY & MAPPING, INC.,

MEAN LOWER-LOW WATER (MLLW) IN ENGLISH UNITS.

VERTICAL DATUM:

COORDINATE SYSTEM, NORTH ZONE (CORS 96)

BASED ON WASHINGTON STATE

NAD 1983/2011

HORIZONTAL DATUM:

NOVEMBER 26, 2018

TASK ORDER NUMBER: W912DW18F2077

CONTRACT NUMBER: W912DW18D1003,

AT BAINBRIDGE ISLAND, WASHINGTON

SURVEY OF WYCKOFF/EAGLE HARBOR SUPERFUND SITE

US ARMY CORPS OF ENGINEERS SITE SURVEY

EAGLE HARBOR DRIVE NE

PAVEMENT

GRAVELED

PAVEMENT

ASP

HALT

ASPHALT

ASPHALT PAVEMENT

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W-2516

D-1081

D-1080

DITCH CENTERLINE

80'

DITCH TOE

GROUND TOP

GRAVEL

+ 18.64

+ 19.04

+ 19.48

+ 19.49

+ 20.36

+ 20.57

+ 22.47

+ 22.87

+ 23.55

SPA

+ 24.58

26.23

+ 29.31

+ 29.56

+ 31.48

+ 31.77

33.28

33.29

+ 34.72

+ 35.39

+ 35.45

+ 36.57

+ 36.61

+ 36.64

+ 38.54

+ 39.35

+ 41.58

+ 43.51

+ 45.56

+ 46.64

+ 50.41

+ 51.56

+ 51.66

+ 53.46

+ 54.36

+ 61.59

+ 61.70

+ 64.31

+ 65.54

+ 67.51

+ 68.38

+ 72.57

+ 72.66

+ 74.49

+ 76.67

+ 78.48

+ 81.33

+ 81.51

+ 81.52

+ 82.49

+ 83.50

+ 84.32

+ 84.51

+ 85.64

+ 86.42

+ 87.25

+ 88.38

+ 88.44

+ 89.33

SPA

+ 91.54

+ 97.54

+ 97.55

+ 97.57

+ 99.23

100100

+ 100.56

100.987

+ 101.37

+ 101.62

+ 101.78

+ 102.46

+ 102.48

+ 102.63

+ 103.10

Test Pit Number:

(FT)

SURFACE

BELOW

DEPTH

SOIL DESCRIPTION

S a m p le

Remarks

18-TP-01

Depth:

13 feet

Roots. and gravel, non-plastic silt, dark brown.

medium dense, moist, sub-rounded sand

Silty SAND with gravel (SM). Loose to sand and gravel, non-plastic silt, brown.

medium dense, moist, sub-rounded

Silty SAND with gravel (SM). Loose to and charcoal at 3-4 ft.

Roots down to 3 ft

Weathered TILL

Test Pit Number:

(FT)

SURFACE

BELOW

DEPTH

SOIL DESCRIPTION

S a m p le

Remarks

18-TP-02

Depth:

Roots.

Test Pit Number:

(FT)

SURFACE

BELOW

DEPTH

SOIL DESCRIPTION

S a m p le

Remarks

18-TP-03

Depth: Test Pit Number:

(FT)

SURFACE

BELOW

DEPTH

SOIL DESCRIPTION

S a m p le

Remarks

18-TP-04

Depth:

7.5 feet Test Pit Number:

(FT)

SURFACE

BELOW

DEPTH

SOIL DESCRIPTION

S a m p le

Remarks

18-TP-05

Depth:

6.5 feet

Roots.

Weathered TILL

Test Pit Number:

(FT)

SURFACE

BELOW

DEPTH

SOIL DESCRIPTION

S a m p le

Remarks

18-TP-06

Depth:

TOPSOIL

7 feet

TILL

at 4 ft: 3.5, 4.0, 3.0 tsf

Pocket Penetrometer

Charcoal at 2 ft.

gravel, non-plastic silt, dark brown, dense, moist, sub-rounded sand and

Silty SAND with gravel (SM). Medium

Approximate bottom of hole at 7'

Approximate bottom of hole at 13'

6 feet gravel, non-plastic silt, brown.

dense, moist, sub-rounded sand and

Silty SAND with gravel (SM). Medium

TILL

Approximate bottom of hole at 6' and cobbles, non-plastic silt, gray-brown.

sand, sub-rounded to rounded gravel

Very dense, dry to moist, sub-rounded cobbles increasing with depth (SM).

Silty SAND with gravel and occasional

S-2

26% Silt

14% Gravel, 60% Sand, S-2:

diameter) to 2ft.

Tree roots (2-inch in

FILL

Roots sand, non-plastic silt, brown.

Medium dense, moist, sub-rounded

Well-graded SAND with silt (SW-SM).

non-plastic silt, dark brown.

sub-rounded sand and gravel, (GW-GM). Medium dense, moist, Well-graded GRAVEL with sand and silt sub-rounded sand, non-plastic silt, brown.

Silty SAND (SM). Medium dense, moist, Approximate bottom of hole at 7.5' to gray-brown.

and gravel, non-plastic silt, light brown moist to dry at depth, sub-rounded sand

Silty SAND with gravel (SM). Very dense, TILL

S-1 25% Silt

15% Gravel, 60% Sand, S-1:

brown.

sub-rounded sand, non-plastic silt, Sandy SILT (SM). Medium dense, moist, reddish brown.

sub-rounded sand, non-plastic silt, SAND with silt (SW-SM). Loose, moist, Roots.

Roots and orgranics.silt, dark brown.

sub-rounded sand and gravel, non-plastic

Silty SAND with gravel (SM). Loose, moist, gray.

cobbles, non-plastic silt, gray-brown to sub-rounded to rounded gravel and dry with depth, sub-rounded sand, cobbles (SM). Very dense, moist to

Silty SAND with gravel and occasional and cobbles, non-plastic silt, gray-brown.

moist to dry, sub-rounded sand, gravel cobbles (SM). Medium dense to dense, SAND with silt, gravel, and occasional

Approximate bottom of hole at 6.5' non-plastic silt, gray-brown.

sand, sub-rounded to rounded gravel, dense to dense, moist, sub-rounded

Sand with silt and gravel (SM). Medium

Roots down to 3 ft.

non-plastic silt, brown.

sub-rounded sand and gravel, to medium dense, moist to wet, Silty SAND with gravel (SM). Loose brown.

sub-rounded sand, non-plastic silt, Silty SAND (SM). Loose, moist, 19% Silt

33% Gravel, 48% Sand, S-3:

S-3

S-5

Sidewall caving at 4.5'

Seepage at 6' brown-gray.

coarse increases with depth, non-plastic silt, fine to coarse sand, sub-rounded sand and gravel, to very dense at 7 ft), moist to wet, Medium dense to very dense (grades

Well-graded GRAVEL with sand (GW).

Wet at 5'

4% Silt

50% Gravel, 46% Sand, S-5:

Approximate bottom of hole at 8.0'

8 feet dense, wet, slightly plastic silt, gray.

Silty SAND with gravel (SM). Medium

S-4 29% Gravel, 28% Silt

S-4: 43% Sand, FILLplastic silt, dark gray-brown.

sub-rounded sand, non to slightly

Silty SAND (SM). Loose, moist, Roots and organics sand and gravel, brown-gray.

to medium dense, moist, sub-rounded

Gravelly SAND (SW-SM). Loose

B-001

GENERAL NOTES:

0 50' 100'

NORTHING EASTING

N 228,753.43 E 1,229,313.42

E 1,229,256.76

N 228,714.28 E 1,228,933.22

N 228,721.90 E 1,228,837.48

N 228,903.09 E 1,229,310.50 EL. 25

N 228,916.34 E 1,229,240.40

G E

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E C

H N

A L E

X P

L O

R A

N S

18-TP-06

18-TP-05

18-TP-04

18-TP-03

18-TP-02

18-TP-01

NAME

ELEVATION

APPROX.

TEST PIT LOCATIONS

N 228,725.33

18-TP-06

18-TP-05

18-TP-04 18-TP-03 18-TP-02

18-TP-01

EL. 44

EL. 54

EL. 91

EL. 92

EL. 23

1" = 50'

GEOTECHNICAL EXPLORATION LOCATIONS

EXPLORATION NOTES:

DATE: 7 DECEMBER 2018

TIME: 0800-1100

PROJECT: WYCKOFF ACCESS ROAD

CONTRACTOR: KELLY'S EXCAVATING INC.

EQUIPMENT: KOMATSU PC 120

WEATHER: PARTLY SUNNY, 33-38F

NUMBER OF TEST PITS: SIX

LOGGER(S):

B. STENEHJEM

M. STEVENS

GEOTECHNICAL TEST PIT LOGS

VERTICAL ELEVATION DATUM IS MLLW.3.

PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/11.

HORIZONTAL DATUM IS WASHINGTON STATE 2.

SEE SHEET C-001.

FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES,1.

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DRAFTING

NORTH ARROW

CIVIL NOTES

DIRECTION OF VIEW

PLATE NUMBER WHERE

GRAPHIC SCALE (FEET)

COMPANY PHONE

UTILITIES CONTACT INFORMATION

DETAIL IS DRAWN

PLATE NUMBER WHERE

PUGET SOUND ENERGY

CALL-BEFORE-YOU-DIG

(425) 392-6412

(800) 424-5555

CONSTRUCTION NOTES

SECTION

NUMBER INDICATES

DETAIL NO.

NUMBER INDICATES

SECTION IS DRAWN

MAJOR CONTOURS

CONSTRUCTION LIMITS

EXISTING PROPOSED

SPOT ELEVATION

STAGING AREAS

EL 700.50

MATCHLINE

SLOPE ARROW

CENTERLINE

2C-502

VOLUME

ABBREVIATIONS

LEGEND FOR PLAN SHEETS

0 20 40

2C-304

FLOW ARROW

TREE

TOPSOIL W/ HYDROSEED

4"-8" QUARRY SPALLS

AC PAVEMENT

BASE COURSE

WEST/WIDTH

VERTICAL

US ARMY CORPS OF ENGINEERS

TYPICAL

STATION

STANDARD

SPECIFICATION

SOUTHEAST

SLOPE

SCHEDULE

RATE OF CHANGE OF GRADE

RADIUS

POINT OF VERITICAL TANGENCY

POINT OF VERTICAL INTERSECTION

POINT OF VERITICAL CURVATURE

POINT OF TANGENCY

POINT OF INTERSECTION

POINT OF ENDING

POINT OF CURVATURE

POINT OF BEGINNING

W V

USACE

TYP

STA

STD

SPEC

SCH

r R

PVT

VPI

PVC

POE

POB

COMMUNICATION LINE

WATER LINE

POWER LINE

NTS

MIN

MAX

L K

HMA

EOP

DIA, DI

DEMO

CTRL

COMM

APPROX

NOT TO SCALE

NUMBER

NORTH/NORTHING

MINIMUM

MAXIMUM

LENGTH

RATE OF VERTICAL CURVATURE

INCHES

INVERT ELEVATION

HOT MIX ASPHALT

FEET

EXISTING

EDGE OF PAVEMENT

ELEVATION

EAST/EASTING

DIAMETER

DEMOLITION

CONTROL POINT

COMMUNICATION

BENCH MARK

APPROXIMATE

K A

CONSTRUCTION BY THE CONTRACTING OFFICER REPRESENTATIVE (COR) OR THE PROJECT ECOLOGIST.

(A) VEGETATION TO BE PRESERVED AND CLEARING LIMITS WILL BE FLAGGED IN THE FIELD PRIOR TO THE START OF

10. EROSION CONTROL AND VEGETATION

THE STAGING AREA WILL BE HYDROSEEDED.

CONSTRUCTION, CONSTRUCTION MATERIALS WILL BE REMOVED AND ANY DISTURBED BARE SOIL IN ANY UNPAVED PORTION OF

(A) THE LIMITS OF THE STAGING AREA WILL BE DELINEATED IN THE FIELD BEFORE THE START OF CONSTRUCTION. FOLLOWING

9. CONSTRUCTION

INCLUDING ROADWAY AREAS OUTSIDE OF CONSTRUCTION LIMITS DAMAGED BY CONSTRUCTION ACTIVITIES.

(D) RESTORE ACCESS ROAD CONDITIONS AND FEATURES (FENCING, GATES, ETC...) TO PRE-CONSTRUCTION CONDITIONS

STRIPES, ETC. IN KIND.

(B) HYDROSEED ALL DISTURBED SITE AREAS PRIOR TO END OF CONSTRUCTION.

(A) RESTORE AC ON ALL DISTURBED AREAS, INCLUDING TEMPORARY CONSTRUCTION ACCESS AND WORK AREAS.

8. RESTORATION AND TEMPORARY CONSTRUCTION WORK AREAS

CONSTRUCTION.

SWALES OR STORM DRAINS WILL BE MONITORED DAILY AND CLEANED TO ENSURE CONTINUED SERVICE THROUGHOUT

THE WATER, ADJACENT SWALES, CATCH BASINS AND STORM DRAINS AND OFF-SITE. ACCUMULATION OF SEDIMENT IN ADJACENT

(B) INSTALL EROSION CONTROL MEASURES AS NEEDED TO PREVENT THE DISCHARGE OR ACCUMULATION OF SEDIMENT INTO

(A) ESTABLISH CONSTRUCTION STAGING AREAS, AS SHOWN ON PLANS.

7. CLEARING, STAGING AREAS AND CONSTRUCTION ACCESS

CONSTRUCTION TO THEIR ORIGINAL CONDITION, UNLESS OTHERWISE INDICATED BY THE CONSTRUCTION DOCUMENTS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL RESTORATION OF ALL EXISTING FEATURES DISTURBED DURING

HORIZONTALLY AND VERTICALLY PROJECTED PLANES, UNLESS OTHERWISE NOTED.

5. ALL DISTANCES SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATION SHALL BE INTERPRETED TO REFER TO

DURING CONSTRUCTION.

DAMAGE. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND PRESERVING THE INTEGRITY OF EXISTING SITE UTILITIES

CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES AND IMPROVEMENTS PRIOR TO EXCAVATION TO AVOID

4. THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES AND IMPROVEMENTS ARE APPROXIMATE. THE

COST TO THE OWNER.

3. ANY DAMAGE TO EXISTING SUBSURFACE OR SURFACE FACILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO

TICKET. THE ONE-CALL PHONE NUMBER FOR UTILITY LOCATES IS: 1-800-424-5555.

CHAPTER 19.122 RCW - UNDERGROUND UTILITIES. NO EXCAVATION MAY BEGIN UNTIL THE TIME STATED ON THE LOCATE

THROUGH THE STATE OF WASHINGTON UTILITY NOTIFICATION CENTER IN ACCORDANCE WITH STATE OF WASHINGTON LAW:

2. BEFORE EXCAVATION OR TRENCHING, CONTRACTOR SHALL SUBMIT A UTILITY LOCATE REQUEST (CALL BEFORE YOU DIG)

NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE (COR) OF ANY DISCREPANCIES WITH RESPECT TO THE PLANS.

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD BEFORE STARTING WORK AND SHALL IMMEDIATELY

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N C

U N

E -5

-1 -2

TREE TO REMAIN

-5

WYCKOFF FACILITY

PRITCHARD PARK

STAGING AREA

ACCESS ROAD

AREA

STAGING

PROPOSED ACCESS ROAD

C R

E O

S O

T E R

O A

D (A

B O

N D

O N

E D

PI#1

POB

PI#2

PI#3

POE

7+00

EAGLE HARBOR DRIVE NE

PAVEMENT

GRAVELED

PAVEMENT

ASP

HALT

ASPHALT

ASPHALT PAVEMENT

A S

P H

V E

M E

N T

P A

V E

M E

N T

A S

P H

A L T

SIGN

W/ EAVES

LG. SIGN

O H

P-1170

P-1169

CTRL-1656

CTRL-2663

D-1081

D-1080

D-1531

W A L K

T R

W A

R E

DITCH CENTERLINE

WOOD BUILDING

ONE STORY

DITCH TOP

O H

LG. ROCK

CTRL-200

CTRL-454

CTRL-203

CTRL-2174

CTRL-201

CTRL-458

CTRL-457

CTRL-456

CTRL-202

CTRL-452

CTRL-453

CTRL-451

CTRL-450

CTRL-1154

CTRL-1271

CTRL-1272

DITCH TOE

CTRL-221

CTRL-222

CTRL-220

GROUND TOP

GRAVEL

CTRL-3762

WOOD BUILDING

ONE STORY

0.6

6.7

ROCKS

15.0

15.5

15.6

15.7

15.8

16.3

16.4

16.5

16.6 16.6

16.8

PIPES

17.1

17.2

17.3

17.5

E L

FENCE LINE

WYCKOFF FACILITY

17.7

TRAIL

17.8

17.9

ROCKS

18.2

18.3

E L

18.3

18.4

18.5

18.6

E L

+ 18.64

18.7

E L

18.7

E L

18.7

18.718.8

18.770

18.8

PAVED PARKING

18.9

E L

18.9

E L

+ 19.04

19.1

19.2

19.3

FACILITY ENTRANCE

EXISTING WYCKOFF

19.3

19.4

E L

+ 19.48

+ 19.49

E L

ACCESS ROAD

19.5

19.6

19.6 19.7

E L

19.8

19.9

W+ 20.36

C+ 20.57

20.6

20.9

SIGN

PIPES

+ 22.47

PIPES

STORY BUILDING

CONC. TWO

22.9

+ 22.87

22.9

PIPES

+ 23.55

SPA

+ 24.58

25.6

26.23

28.766

+ 29.31

+ 29.56

+ 31.48

+ 31.77

33.28

33.29

+ 34.72

+ 35.39

+ 35.45

+ 36.57

+ 36.61

+ 36.64

+ 38.54

+ 39.35

+ 41.58

+ 43.51

+ 45.56

+ 46.64

T T

+ 50.41

+ 51.56

+ 51.66

+ 53.46

+ 54.36

+ 61.59

+ 61.70

+ 64.31

+ 65.54

+ 67.51

+ 68.38

+ 72.57

+ 72.66

CONSTRUCTION LIMITS

+ 74.49

+ 76.67

+ 78.48

+ 81.33

+ 81.51

+ 81.52

+ 82.49

+ 83.50

+ 84.32

+ 84.51

+ 85.64

W + 86.42

EXISTING ACCESS ROAD

+ 87.25

+ 88.38

+ 88.44

TREE TO REMAIN

+ 89.33

SPA

+ 91.54

94.8

+ 97.54

+ 97.55

+ 97.57

+ 99.23

C 100100

+ 100.56

+ 101.37

+ 101.62

+ 101.78

EAGLE HARBOR DR NE

C + 102.46

W + 102.48

+ 102.63 102.9

+ 103.10

117.3

TREE TO REMAIN

C-002

L E J

O N

GENERAL NOTES:

0 50' 100'

M P

E E

L E

1" = 50'

GENERAL SITE PLAN

G E

N E

R A

L S

E P

L A

SURVEY CONTROL POINTS

NO.

POINT

NORTHING EASTING ELEVATION

CTRL-3762

CTRL-2663

CTRL-2174

CTRL-1656

CTRL-1272

CTRL-1271

CTRL-1154

CTRL-458

CTRL-457

CTRL-456

CTRL-454

CTRL-453

CTRL-452

CTRL-451

CTRL-450

CTRL-224

CTRL-223

CTRL-222

CTRL-221

CTRL-220

CTRL-219

CTRL-203

CTRL-202

CTRL-201

CTRL-200

E=1228432.08

E=1229161.50

E=1228924.53

E=1229239.57

E=1229336.91

E=1229329.87

E=1229338.25

E=l 228971.06

E=1229173.92

E=1229332.95

E=1229444.22

E=1229393.98

E=1229364.16

E=1229291.04

E=1229134.30

E=1227994.55

E=1228250.94

E=1228483.05

E=1228867.73

E=1228921.64

E=1229464.08

E=1228803.60

E=1229119.25

E=1228999 95

E=1229317.31

EL=16.00

EL=93.68

EL=91.10

EL=69.16

EL=21.81

EL=20.30

EL=18.74

EL=101.69

EL=60.27

EL=37.53

EL=41.80

EL=19.52

EL=18.60

EL=22.76

EL=19.93

EL=15.79

EL=16.61

EL=16.91

EL=17.34

EL=18.93

EL=18.77

EL=90.41

EL=59.43

EL=90.05

EL=49.00

K A

T O

MAINTENANCE AND OPERATIONS.

MAINTAINED THROUGHOUT CONSTRUCTION FOR FACILITY

ONE LANE ACCESS TO THE WYCKOFF FACILITY SHALL BE 7.

ACCESS OUTSIDE OF THESE AREAS WILL NOT BE ALLOWED.

TO THE DELINEATED ACCESS ROAD AND STAGING AREAS.

ACCESS INSIDE OF THE WYCKOFF FACILITY FENCE IS LIMITED 6.

PHOTOGRAMMETRY

ADDITIONAL SUPPLEMENTAL SURVEY SHOWN IS FROM 2010 5.

(MLLW).

VERTICAL CONTROL BASED ON MEAN LOWER-LOW WATER 4.

PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/11.

HORIZONTAL CONTROL BASED ON WASHINGTON STATE 3.

NOVEMBER OF 2018

SURVEY PREPARED BY APS SURVEY & MAPPING, INC. IN 2.

SEE SHEET C-001.

FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES,1.

N=228984.06

N=228571.64

N=228712.97

N=228640.87

N=228979.97

N=228998.53

N=229007.70

N=228605.65

N=228800.11

N=228800.05

N=228602.02

N=228910.19

N=229063.14

N=228967.29

N=229067.50

N=229103.99

N=229075.69

N=229046.38

N=229045.84

N=229038.12

N=228967.45

N=228727.84

N=228842.20

N=228695.64

N=228700.04

A T

N N

D W

N B

C K

D B

2 3

4 5

M A

R K

E N

U M

B E

S U

B M

T E

D B

D E

S C

C O

N T

R A

C T N

D A

T E

11:03:22 AM

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S E

A T

T L E D

T R

D E

N E

D B

109876 of Engineers

US Army Corps

SHEET ID

U E D

A T

File Path: I:\AECDesigns\FY20_P2-465896_WYCK\Con_Docs\CAD_Sheets\Civil\FY20_P2-465896_WYCK_C-003 - DEMOLITION PLAN.dgn

Plot Date:

F Y P

-4

Y C

S E

A T

T L E

W A

S H

G T

O N

A S

T M

A R

A L W

A Y S

O U

T H

R O

B E

R T L

Y U

S T

A N

S I

W Y

C K

O F F A

C C

E S

S R

O A

E N

O N

M E

N T

A L P

R O

T E

C T

N A

C E

N C

U N

E -5

-1 -2

VEGETATION

EDGE OF

V E

G E T

A T

E D

EAGLE HARBOR DRIVE NE

PAVEMENT

GRAVELED

PAVEMENT

ASP

HALT

ASPHALT

ASPHALT PAVEMENT

P-2501

P-2283

C-1850

C-1851

C-1856

C-2109

C-1807

P-1658

P-1665

C-2107

P-1416

C-1418

(APS-1)

C-2323

(APS-2)

C-2322

(APS-6)

C-2328

P-2055

P-2108

P A

V E

M E

N T

A S

P H

A L T

W/ CONC.

(8" DIA. X 4'H) METAL

(4) BOLLARDS

P-2155

METAL W/ CONC.

(3.5" DIA. X 2.5'H)

(2) BOLLARDS

(3" DIA. METAL)

(3) BOLLARDS

SIGN

W/ EAVES

LG. SIGN

P-2018

P-2025

P-2013

O H

P-2007

P-2008

P-1071

C-1191

W-2516

W-2517

W-2523

W-2139

(APS-3)

W-2316

W-1045

W-1067

W-2021

W-1354

C-1196

W-1072

P-1018

P-1017

P-1016

P-1015

P-1014

(APS-8)

W-2331

W-1286

W-1285

W-1162

W-1161

W-1160

W-1296 C-1146

C-1151

CTRL-1656

CTRL-2663

D-1081

D-1080

AHEAD SIGN

SPEED 25

SIGN

SPEED 25

SIGN

SPEED 35

SIGN

STOP

SIGN

PARKING

(8'H) NO

SIGN

PARKING

(8'H) NO

SIGN

PARKING

(8'H) NO

(TYP.)

PARKING SIGN

(3) 7.5'H NO

SIGN

TRAFFIC

W A L K

T R

W A

R E

DITCH CENTERLINE

(3"DIA. METAL)

(3) BOLLARDS

BASE)

METAL W/ CONC.

(2.5" DIA. X 3.5'H

(3) BOLLARDS

TYP.

(7" DIA. X 3.5'H METAL)

(3) BOLLARDS

(APS-4)

MISC-2321

(APS-5)

C-2324

(APS-7)

C-2329

(APS-9)

C-2330

(APS-10)

C-2333

DITCH TOP

UNKN-1155

UNKN-1164

O H

IR-1419

C-1152

W-1160

CTRL-200

CTRL-203

CTRL-2174

CTRL-201

CTRL-458

CTRL-457

CTRL-456

CTRL-202

CTRL-451

CTRL-1154

CTRL-1271

CTRL-1272

(3" DIA. METAL)

(3) BOLLARDS

W-1045

DITCH TOE

W-3049W-3115 W-3414

CTRL-220

GROUND TOP

GRAVEL

STUMP

34" TREE

V E G E T A T

E D

G E

G E T A T

E D

G E

VEGETATION

EDGE OF

VEGETATI

EDGE

VEGETATION

EDGE OF VEGETATION

EDGE OF

V E

G E T A T

E D

V E

G E T

A T

E D

G E T

A T

E D

VEGETATION

EDGE OF

VEGETATION

EDGE OF

VEGETATION

EDGE OF

VEGETATION

EDGE OF

V E

G E T A T

E D

GRASS

3502 3499

(3" DIA. METAL)

(3) BOLLARDS

(3" DIA. METAL)

(3) BOLLARDS

W+ 18.64

SPA

+ 19.04

+ 19.48

+ 19.49C

+ 20.36

C+ 20.57

3362 3369

C 1268

SPA

+ 22.47

STORY BUILDING

CONC. TWO

+ 22.87

+ 23.55

SPA

13031302

26.23

11121107

1106 1113

+ 29.31

+ 29.56

+ 31.77

33.28

33.29

+ 34.72

+ 35.39

+ 35.45

+ 36.57

+ 36.61

+ 36.64

+ 38.54

+ 39.35

1323 1321

+ 41.58

+ 46.64

+ 50.41

+ 51.56

+ 51.66

SPA

+ 53.46

+ 54.36

+ 61.59

+ 61.70

+ 64.31

SPA

+ 65.54

+ 67.51

+ 68.38

SPA

+ 72.57

+ 72.66

+ 74.49

+ 76.67

+ 78.48

+ 81.33

+ 81.51

+ 81.52

+ 82.49

+ 83.50

+ 84.32

+ 84.51

SPA

+ 85.64

+ 86.42

+ 87.25

+ 88.38

+ 88.44

+ 89.33

90 90

SPA

+ 91.54

22882342

+ 97.54

+ 97.55

+ 97.57

26682667

+ 99.23

100100

SPA

+ 100.56

SPA

+ 101.37

+ 101.62

+ 101.78

C + 102.46

W + 102.48

+ 102.63

+ 103.10

10'

C-003

L E J

O N

GENERAL NOTES:

0 30' 60'

M P

E E

L E

1" = 30'A1

DEMOLITION PLAN

SEE NOTE 2

EXISTING ROAD

DEMO

HALT

SEE NOTE 5.

REMOVE RETAINING WALL

DEMO BOLLARS

TREES TO REMOVE

TREES TO SAVE

REMOVE ASPHALT

REMOVE ASPHALT AND BASE COURSE

SEE NOTE 3

EXISTING ROAD

DEMO

SEE NOTE 3

EXISTING ROAD

DEMO

SEE NOTE 2

EXISTING ROAD

DEMO

K A

T O

ABANDON COMMUNICATION LINE IN PLACE.

SEE NOTE 3

EXISTING ROAD

DEMO

SEE NOTE 2

EXISTING ROAD

DEMO

DEMO LIGHT POLES

SEE NOTE 4.

COMMUNICATIONS LINE

ABANDON EXISTING

TREE REF. #

TABLE 1: TREES TO BE DECKED ON SITE

SECTION OF TREE TO BE DECKED ON SITE

SEE NOTE 7.

AND ANOTHER 8FT SECTION.

TRUNK ABOVE THE CROTCH, CUT AN 8FT SECTION

ABOVE THE CROTCH, CUT A 10FT SECTION. SOUTH

SPLIT INTO 2 TRUNKS NEAR BASE NORTH TRUNK

MADRONA TREE SOUTH TRUNK 24IN DIA

MADRONA TREE NORTH TRUNK 26IN DIA

CUT LOWER 9-10 FEET SECTION.

DECIDUOUS (MAPLE) TREE 24IN DIA

CUT THE LOWER 8-9 FEET SECTION TO THE CROTCH.

MAPLE TREE 20IN DIA

(CLOSE PROXIMITY TO A 30IN DIA DOUGLAS FIR.)

SECTION. CUT NORTH TRUNK TO A 4FT SECTION.

CROTCH SECTION. CUT SOUTH TRUNK TO A 9FT

CUT LOWER 8FT CURVED TRUNK SECTION. CUT OUT

DECIDUOIS (MADRONA) TREE 30IN DIA

E X

G /D

E M

O P

L A

REQUIRED TREE SECTIONS TO BE SAVED.

CORDINATED WITH LOCAL COMAPNY. SEE TABLE 1 FOR

STORED IN THE STAGING AREA UNTIL PICK UP CAN BE

UP BY LOCAL COMPANY. TREE SECTIONS SHALL BE

THE ASPHALT PAD IN THE STAGING AREA SITE FOR PICK

PORTIONS OF THE TREE TO BE SAVED AND STAGED ON 7.

31 00 00).

SUITABLE FOR USE AS TOPSOIL (SPECIFICATION SECTION

ORGANIC RICH SOILS STRIPPED FROM THE SITE MAY BE 6.

REGRADE TO 2H:1V SLOPE.5.

FEATURES TO 24IN BELOW GRADE..

ABANDON EXISTING LINE IN PLACE. REMOVE SURFACE4.

WITH TOPSOIL TO MATCH EXISTING GRADES. .

REMOVE EXISTING ASPHALT AND BASE COURSE. BACKFILL 3.

OF A SMOOTH DRUM ROLLER.

REMAINING AGGREGATE BASE COURSE WITH 1-2 PASSES

REMOVE EXISTING ASPHALT. SMOOTH AND RE-COMPACT 2.

SEE SHEET C-001.

FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES,1.

A T

N N

D W

N B

C K

D B

2 3

4 5

M A

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U M

B E

S U

B M

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11:03:40 AM

U .S

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M Y C

O R

P S O

F E

N G

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S E

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T L E D

T R

D E

N E

D B

109876 of Engineers

US Army Corps

SHEET ID

U E D

A T

File Path: I:\AECDesigns\FY20_P2-465896_WYCK\Con_Docs\CAD_Sheets\Civil\FY20_P2-465896_WYCK_CS101_PLAN AND PROFILE 1.dgn

Plot Date:

F Y P

-4

Y C

S E

A T

T L E

W A

S H

G T

O N

A S

T M

A R

A L W

A Y S

O U

T H

R O

B E

R T L

Y U

S T

A N

S I

W Y

C K

O F F A

C C

E S

S R

O A

E N

O N

M E

N T

A L P

R O

T E

C T

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C E

N C

U N

E -5

-1 -2

0 2

3+40

3+60

3+80

E A G

A R B O

R D

E N

PAVEMENT

ASPHALT

A S P

H A

LT P

A V

(APS-

S P

110110

E L E

V A

N F

50'

E L E

V P I S

T A

S=-0.329%

P V

T A

E L .4

V P I S

T A

E L E

E L .3

P V

T A

S=-8.122%

C EAGLE HARBOR DR NEL

K= 6.189

E= 0.972

VERTICAL CURVE 1

10'R

Y P

' T

Y P

STA 0+58.

82 TO 1+00WITH V-DIT

CHTYPICAL SECTIONTRANSITION TO

20' TYP

CS101

L E J

O N

GENERAL NOTES:

0 20' 40'

M P

E E

L E

SITE PLAN 1

0 20' 40'

PROFILE 1

P L

A N A

N D P

R O

HORIZONTAL CONTROL:

ROAD CENTERLINE

C-502

1" = 20'

1" = 10' VERTICAL

1" = 20' HORIZONTAL

C-502

C-301

SEE NOTE 2

PROTECT TREE

SEE NOTE 2

PROTECT TREE

PI#1

POB

PROPOSED GRADE

EXISTING GRADE

V - DITCH

TOP OF SLOPE

SEE NOTE 2

PROTECT TREE

TYPICAL

WATER BAR

STA 0+14.25

START ROAD

CMP CULVERT

TOE OF SLOPE

PAVEMENT

MATCH EXISTING

LIMITS

CONSTRUCTION

IN V - DITCH TYP

ROCK CHECK DAM

E = 1 228 723.19

N = 228 573.90

E = 1 228 814.17

N = 228 635.81

WITH V - DITCH

ROAD SECTION

TYPICAL ACCESS

2H:1V

S E E S

H E E T

C S

M A

H L

2H :1V

Tangent Length: 23.675

Tangent Direction: N 60^13'22.887" W

POE 9+86.950 229031.210 1229196.704

PT 9+63.275 229019.452 1229217.253

Element: Linear

Tangent Direction: N 60^13'22.887" W

Radial Direction: N 29^46'37.113" E

Chord Direction: N 44^13'48.904" W

Radial Direction: N 61^45'45.078" E

Tangent Direction: N 28^14'14.922" W

External: 4.026

Middle Ordinate: 3.870

Chord: 55.103

Tangent: 28.661

Length: 55.825

Degree of Curvature (Arc): 57^17'44.806"

Delta: 31^59'07.965" Left

Radius: 100.000

PT 9+63.275 229019.452 1229217.253

CC 228932.656 1229167.590

PI #3 9+36.111 229005.219 1229242.130

PC 9+07.450 228979.969 1229255.690

Element: Circular

Tangent Length: 148.264

Tangent Direction: N 28^14'14.922" W

PC 9+07.450 228979.969 1229255.690

PT 7+59.186 228849.348 1229325.838

Element: Linear

Tangent Direction: N 28^14'14.922" W

Radial Direction: N 61^45'45.078" E

Chord Direction: N 41^22'52.806" E

Radial Direction: S 21^00'00.533" W

Tangent Direction: S 68^59'59.467" E

External: 196.495

Middle Ordinate: 68.432

Chord: 196.853

Tangent: 282.620

Length: 255.166

Degree of Curvature (Arc): 54^34'02.673"

Delta: 139^14'15.455" Left

Radius: 105.000

PT 7+59.186 228849.348 1229325.838

CC 228799.670 1229233.333

PI #2 7+86.640 228600.361 1229459.553

PC 5+04.019 228701.644 1229195.704

Element: Circular

Tangent Length: 161.270

Tangent Direction: S 68^59'59.467" E

PC 5+04.019 228701.644 1229195.704

PT 3+42.749 228759.439 1229045.146

Element: Linear

Tangent Direction: S 68^59'59.467" E

Radial Direction: S 21^00'00.533" W

Chord Direction: N 81^58'44.734" E

Radial Direction: S 37^02'31.066" E

Tangent Direction: N 52^57'28.934" E

External: 21.538

Middle Ordinate: 18.834

Chord: 145.539

Tangent: 83.218

Length: 151.954

Degree of Curvature (Arc): 38^11'49.871"

Delta: 58^02'31.599" Right

Radius: 150.000

PT 3+42.749 228759.439 1229045.146

CC 228619.402 1228991.390

PI #1 2+74.014 228789.262 1228967.455

PC 1+90.795 228739.131 1228901.030

Element: Circular

Tangent Length: 190.795

Tangent Direction: N 52^57'28.934" E

PC 1+90.795 228739.131 1228901.030

POB 0+00.000 228624.196 1228748.739

Element: Linear

STATION NORTHING EASTING

K A

T O

E = 1 228 731.23

N = 228642.86

E = 1 228 742.66

N = 228 656.36

STA 1+40.5 TO 1+46.5

GRAVEL ACCESS PATH

ROCK PAD

SPEC SECTIONS FOR REQUIREMENTS.

PROTECT TREE: SEE LANDSCAPE PLANS, DETAILS &2.

SEE SHEET C-001.

FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES,1.

STA 1+58.

8 TO 1+90

.814' LANETRANSITION TO

STA 0+00

TO 0+14

.77WITH V-DIT

CHTYPICAL SECTIONTRANSITION TO

PLANTING BERM

BERM

PLANTING

EOP

A-301

File details come from the government source that posted it.