Volume_3_FY20_P2-465896_WYCK_DRAWING_PACKAGE.pdf

PDF 15 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

About this file

From the source

Invitation for Bid (IFB) W912DW19B0006, Wyckoff Access Road Construction, Bainbridge Island, WA Drawings, File 3 of 4

View the file

Other files

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_1_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

Show all 13

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

S O

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

11:04:48 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-401 - ENLARGED SWALE 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

9+4

9+20

ITC

H C

TER

LIN

T O

S T

N N

E C

T O S

W A L E

T R

A N S

C-401

L E J

O N

M P

E E

L E

1" = 10'D1

SEE SHEET C-001.

FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES,1.

ENLARGED SWALE PLAN

0 10' 20'

E N

L A

R G

E D S

W A

L E P

L A

K A

T O

GENERAL NOTES:

E: 1229185.28 N: 229011.69

E: 1229157.30 N: 229016.14

C-502

EXISTING SWALE

MATCH TO

EXISTING FENCE

CONNECTION

SWALE

2H :1V

1'-0" 1'-0" MIN 1'-0" MIN

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

11:04:49 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-501 - PAVEMENT DETAILS.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

C-501

M A

N L E

P A

V E

M E

N T D

E T

TACK COAT

SAWCUT AND

BASE COURSE

EXISTING

HMA

BASE COURSE

AGGREGATE

SUBGRADE

COMPACTED

HMA

SUBGRADE

COMPACTED

DESCRIPTION

HMA WEARING COURSE (SPEC 32 12 16)

PRIME COAT (SPEC 32 12 13)

AGGREGATE BASE COURSE (SPEC 32 11 23)

COMPACTED SUBGRADE (SPEC 31 00 00)12"

THICKNESS

SUBGRADE

EXISTING

ASPHALT PAVEMENT

EXISTING

SURFACE COURSE

AGGREGATE

BASE COURSE

AGGREGATE

SUBGRADE

EXISTING

BASE COURSE

EXISTING AGGREGATE

B S

T E

N E

H J E

M S

T E

V E

N S

NOT TO SCALE

TYPICAL PAVEMENT SECTION

NOT TO SCALE

HMA TO GRAVEL PAVEMENT JUNCTION

NOT TO SCALE

NEW TO EXISTING HMA PAVEMENT JUNCTION (EAGLE HARBOR DR)

6'12'6' 6

2'10'2'

EXISTING ROADWAY WIDTH VARIES

2' 2'

" 2

5' MIN

S O

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

11:04:54 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-502 - DRAINAGE DETAILS.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

C-502

L E J

O N

M P

E E

L E

NOT TO SCALE

ROCK CHECK DAM IN V-DITCH

NOT TO SCALE

ROCK CHECK DAM IN DRAINAGE SWALE

4"- 8" QUARRY SPALLS

NOT TO SCALE

WATER BARS ON EXISTING ROAD

EXISTING 15% SLOPE

TOPSOIL

NOT TO SCALE

V DITCH DETAIL

4" - 8" QUARRY SPALLS

D R

A G

E D

E T

EXTEND TO CATCH EXISTING GRADE

TOPSOIL

4"- 8" QUARRY SPALLS

ADJACENT TOPSOIL

4"- 8" QUARRY SPALLS

SPALLS

4"- 8" QUARRY

QUARRY SPALLS

ADJACENT 4"-8"

DISTURBED AREAS

HYDROSEED ALL

GRADE

EXISTING

DISTURBED AREAS

HYDROSEED ALL

C V-DITCH

C L

GRADE

EXISTING

C DRAINAGE SWALE

1 1

BERM

C L

EXISTING 15% SLOPE

BASE COURSE

EXISTING

BASE COURSE

COMPACTED

EXISTING ROAD

ALIGNMENT

WATER BAR

C SWALE

NOT TO SCALE

PLANTING BERM

TO EXISTING GRADE

SMOOTH TRANSITION

SWALE

ELEVATION VIEW

PLAN VIEW

CONTOURS

FLOW

PARRALEL TO CONTOURS

FLUSH WITH EXISTING GRADE

SPALL ROCK PAD

3'X3'X1'D 4"-8" QUARY

FENCE

EXISTING

TRAIL

EXISTING

GRADE

EXISTING

6" TOPSOIL WITH 2" COMPOST

NOTE: ORGANIC RICH SOILS STRIPPED FROM THE SITE MAY BE USED AS TOPSOIL (SPECIFICATION SECTION 31 00 00).

ADJACENT TOPSOIL

NOT TO SCALE

DRAINAGE SWALE DETAIL

NOT TO SCALE

SWALE CONNECTION

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

11:04:56 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-503 - SIGN DETAILS 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

N A

C E

N C

U N

E -5

-1 -2

30"

1-1/2"R

24"

12"

5/8"

3/8"

18"

12"

18'

C-503

L E J

O N

M P

E E

L E

RED BACKGROUND

NOT TO SCALE

WSDOT SIGN R1-1

GRADE

12%

BACKGROUND

YELLOW

AND BORDER

BLACK LETTERING

NOT TO SCALE

WSDOT SIGN W7-3

STOP

LANE LANE

(TYP.)

1' 1'

(TYP.)

5' MAX.

2' WIDE FOR SHOULDERS OVER 4' WIDE

1' WIDE FOR 4' SHOULDERS

1' MIN.

ROADWAY

LANE

SHOULDER AREA

CROSSWALK LINE

CURB & GUTTER) (TYP.)

OF GUTTER PAN (WHEN THERE IS

CURB (WITHOUT GUTTER), OR EDGE

EDGE OF PAVEMENT, OR FACE OF

A SEPARATE WALKWAY (TYP.)

ADJACENT TO A SIDEWALK OR

SHOULDER AREAS ONLY WHEN

INSTALL CROSSWALK LINES IN

EDGE OF TRAVELED WAYEDGE OF TRAVELED WAY

NOTES

DETAIL

BACKGROUND

WHITE

AND BORDER

BLACK LETTERING

1-1/2" R

NOT TO SCALE

LIMIT

SPEED

AND BORDER

WHITE LETTERING

NOT TO SCALE

WSDOT SIGN W13-1 WSDOT SIGN W11-2

NOT TO SCALE

WSDOT SIGN R3-5R

AND BORDER

BLACK LETTERING

BACKGROUND

WHITE

1-1/2" R

NOT TO SCALE

STOP LINE DETAIL

PERPENDICULAR TO THE CENTERLINE OF THE TRAVELED WAY.

TO THE MAXIMUM EXTENT POSSIBLE, CROSSWALKS SHOULD BE

BE PERPENDICULAR TO THE CROSSWALK CENTERLINE.

TO THE MAXIMUM EXTENT POSSIBLE, CURB RAMP CENTERLINE SHOULD

SEE THE CONTRACT PLANS FOR LOCATIONS OF CROSSWALK CENTERLINES

WSDOT CROSSWALK

NOT TO SCALE

N A

G E D

E T

K A

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

11:04:57 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-504 - SIGN DETAILS 2.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

C-504

M P

E E

L E

N A

G E D

E T

B A

R R

E T

LAG SCREWS

HOLES FOR

DRILL PILOT

1" (IN) DIAM. WASHER, NYLON

SIGN PANEL

OF SIGN

BOTTOM

TOP OF SIGN

V A

S V

A R

TOP OF POST

ELEVATION VIEW

DIRECTION OF TRAFFIC

LINE

GROUND

FINISHED

DIMENSION

SIGN POST

NARROWEST

SIGN PANEL

POST DIMENSION

WIDEST SIGN

LAG SCREW

GALVANIZED

POST

TIMBER

STEEL, GALVANIZED

1" (IN) DIAM. FLAT WASHER,

SCREW, STEEL, GALVANIZED

3/8" (IN) × 3" (IN) HEX LAG

POST DIMENSION PLUS 6" (IN)

DIAMETER IS THE WIDEST

MINIMUM POST HOLE

SIGN PANEL

BACKFILL MATERIAL

COMPACTED NATIVE

TRAVELED WAY

EDGE OF

(STD. PLAN G-50.10)

WHEN REQUIRED

SIGN BRACE ~

LINE

FINISHED GROUND

NOT TO SCALE

SINGLE - POST INSTALLATION

TIMBER SIGN POST

SIGN POST

4 X 4 TIMBER

C-504

NOT TO SCALE

SIGNLE - POST SECTION SIDE

NOT TO SCALE

SIGNAL - POST DETAIL

NOT TO SCALE

SIGNAL - POST SECTION TOP

K A

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

11:04:59 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-505 - GUARDRAIL DETAILS 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

N A

C E

N C

U N

E -5

-1

A R

D R

E T

M P

E E

C-505

ACTUAL

12"

1 3 /16

SHOULDER

GROUND LINE

SPLICE

MID SPAN

6' - 3"6' - 3" 6' - 3"3' - 1 1/2"

BEAM GUARDRAIL TYPE 31

13' - 6 1/2"

1' - 0 1/4"

(TYP.)

4 1/4"

3' - 1 1/2" 6' - 3"

2" (TYP.)

Y P

1" (TYP.)

(TYP.)

RAIL ELEMENT

ACTUAL

12"

3' - 1 1/2"

ABOUT

SYMMETRICAL

(TYP.)

4 1/4"

1 3/16"

BARRIER

FACE OF

PLAN VIEW

HINGEPOINT

NAIL 16d (TYP.)

ANTI-ROTATION

RAIL ELEMENT

RECESSED HEX NUT (TYP.)

WITH 7/32" (IN) OVAL GRIP AND

5/8" (IN) x 14" (IN) BUTTON HEAD BOLT

ATTACHMENT

FOR TIMBER POST

THROUGH BLOCK

3/4" (IN) DIAM. HOLE

FOR STEEL POST ATTACHMENT

3/4" (IN) DIAM. HOLE THROUGH BLOCK

HEAD BOLT (TYP.)

3/4" (IN) DIAM. HOLE FOR BUTTON

SLOT (TYP.)

3/4" (IN) x 2 1/2" (IN)

(TYP.)

ANTI-ROTATION 16d NAIL

1/4" (IN) DIAM. HOLE FOR

RECESSED HEX NUT (TYP.)

WITH 7/32" (IN) OVAL GRIP AND

5/8" (IN) x 22" (IN) BUTTON HEAD BOLT

HEX NUT (TYP.)

5/8" (IN) RECESSED

6 x 12 BLOCKOUT

(SEE NOTES 2 & 3)

(SEE NOTE 2)

6 x 12 BLOCKOUT (TYP.)

(SEE NOTE 2)

(8' - 0" LONG POSTS)

6 x 12 BLOCKOUT

(SEE NOTE 3)

HEX NUT (TYP.)

OVAL GRIP AND RECESSED

HEAD BOLT WITH 7/32" (IN)

5/8" (IN) x 14" (IN) BUTTON NAIL 16d (TYP.)

ANTI-ROTATION

STEEL POST

W6 x 9 x 8' (FT) LONG

W6 x 8.5 x 8' (FT) OR

(SEE NOTES 1 & 4)

STEEL POST (TYP.)

W6 x 8.5 OR W6 x 9

6 x 8 TIMBER POST OR

POST

W6 x 8.5 OR W6 x 9 STEEL

6 x 8 TIMBER POST OR

(SEE NOTES 1 & 4)

HEX NUT (TYP.)

5/8" (IN) RECESSED

TIMBER POST

6 x 8 x 8' (FT) LONG

(SEE NOTES 1 & 4)

EIGHT (8) REQUIRED PER SPLICE

AND RECESSED HEX NUTS ~

WITH 7/32" (IN) OVAL GRIP (TYP.)

5/8" (IN) x 1 1/4" (IN) BUTTON HEAD BOLT

(TYP.)

CUT WASHER

RECTI

TRAVEL

NOT TO SCALE

STEEL POST

NOT TO SCALE

WOOD BLOCK

NOT TO SCALE

ISOMETRIC VIEW

A6NOT TO SCALE

TYPICAL SECTION ~ WITHOUT CURB

NOT TO SCALE

TYPICAL RAIL ELEMENT

NOT TO SCALE

TYPICAL ELEVATION

GROUND LINE

(SEE NOTES 1 & 4)

STEEL POST

W6 X 8.5 OR W6 X 9

6 X 8 TIMBER POST, OR

B A

R R

E T

2H:1V

GENERAL NOTES:

BE OF THE SAME TYPE: TIMBER OR STEEL.

4. ALL POSTS FOR ANY STANDARD BARRIER RUN SHALL

ALTERNATIVE MATERIAL MAY BE USED.

3. WOOD BLOCKS ARE SHOWN. BLOCKS OF AN APPROVED

GALVANIZED NAILS TO PREVENT BLOCK ROTATION.

BLOCKS SHALL BE TOENAILED WITH TWO 16D

IF COMBINATION BLOCKS ARE USED, THE ADJACENT

SECURED TO THE POSTS WITH ANTI-ROTATION NAILS.

12" (IN) OFFSET. WOOD BLOCKS SHALL BE

(NO MORE THAN TWO (2) TO ACHIEVE THE ACTUAL

2. USE A SINGLE BLOCK OR COMBINATION OF BLOCKS

DETAILS NOT SHOWN ON THIS PLAN.

1. REFER TO C-506 THRU C-508 FOR ADDITIONAL

K A

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

11:05:00 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-506 - GUARDRAIL DETAILS 2.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

A R

D R

E T

M P

E E

C-506

6' - 3"

4 1/4"4 1/4"4 1/4" 4 1/4" 2"

13' - 6 1/2"

6' - 3"

13' - 6 1/2"

6' - 3"

4 1/4"

6' - 2 1/4"

4 1/4"4 1/4"4 1/4"2 3/4" 2"

(TYP.)

29/32" (IN) × 2" (IN)

SPLICE BOLT SLOTS ~

3/4" (IN) × 3 3/4" (IN)

POST BOLT SLOTS ~

3/4" (IN) × 2 1/2" (IN)

POST BOLT SLOT ~

(TYP.)

29/32" (IN) × 1 1/8" (IN)

SPLICE BOLT SLOTS ~

(TYP.)

29/32" (IN) × 1 1/8" (IN)

SPLICE BOLT SLOTS ~

(TYP.)

3/4" (IN) × 2 1/2" (IN)

POST BOLT SLOT ~

1" 1 5/8" 1 7/8"

7 7/8"

3 3/8"

C6 × 8.2

1/4"

CONNECTION

POST

BOLT, HEX NUT & WASHER

PLATE, FOR 5/8" (IN) CARRIAGE

CHANNEL RAIL & SPLICE

3/4" (IN) × 2" (IN) SPLICE SLOT IN

5/8" (IN) CARRIAGE BOLTS

RAIL AND SPLICE PLATE, FOR

3/4" (IN) SPLICE HOLES IN CHANNEL

× 7 7/8" (IN)

3/8" (IN) × 4 1/2" (IN)

SPLICE PLATE ~

GRIP AND RECESSED NUT

HEAD BOLT W/ 7/32" (IN) OVAL

PLATE, FOR 5/8" (IN) BUTTON

IN CHANNEL RAIL AND SPLICE

3/4" (IN) × 2" (IN) POST BOLT SLOT

NOT TO SCALE

CHANNEL RAIL SPLICE

C6NOT TO SCALE

EXPANSION SECTION

NOT TO SCALE

TYPICAL RAIL ELEMENT

B A

R R

E T

GENERAL NOTES:

OF WEB.

HOLES SHALL BE LOCATED ON APPROACHING TRAFFIC SIDE 5.

NECESSARY TO ACHIEVE REQUIRED GUARDRAIL HEIGHT.

EXISTING POSTS SHALL NOT BE RAISED. REPLACE POSTS AS 4.

REMAIN VISIBLE.

RESPONSIBILITY TO ENSURE THE STAMPED NUMBERS

INSTALLATION, IT SHALL BE THE CONTRACTOR'S

BE LEGIBLE AFTER THE POST IS GALVANIZED. AFTER POST

1/4" (IN). FOR STEEL POST APPLICATIONS, THE LETTER SHALL

THE LETTER SHALL BE STAMPED TO A MINIMUM DEPTH OF

IN THE ASSEMBLY DETAIL. FOR WOOD POST APPLICATIONS,

WIDE AT THE LOCATION WHERE THE LETTER "H" IS SHOWN

STAMPED WITH NUMBERS, 1 1/2" (IN) MIN. HIGH AND 3/4" (IN)

SPECIFIED IN THE CONTRACT, THE POST LENGTH SHALL BE

WHEN "BEAM GUARDRAIL TYPE - 31.8 FT. LONG POST" IS 3.

FOR POST AND BLOCK DETAILS, SEE STANDARD PLAN C-1B.2.

16D GALVANIZED NAIL TO PREVENT BLOCK ROTATION.

TIMBER BLOCKS SHALL BE TOE-NAILED TO THE POST WITH A 1.

K A

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

11:05:01 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-507 - GUARDRAIL DETAILS 3.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

A R

D R

E T

M P

E E

L E

L L E J

C-507

1/4

TYP.

1/4 2-11

1/4

G-2 POSTANCHOR POST

5/8"

1/4" PLATE

TIMBER POST STEEL POST

PARTIAL ASSEMBLY DETAIL

S3 × 5.7

5/8" (IN) DIAM. HOLE

3/8" (IN) DIAM. HOLE

(SEE NOTE 5) (SEE NOTE 5)

TO AID DRIVING

BE CLIPPED 2" (IN) × 2" (IN)

BOTTOM CORNERS MAY

(SEE NOTE 6)

SOIL PLATE CONNECTION

STEEL TUBE AND

WELDED OPTION FOR

SOIL PLATE

FOUNDATION TUBE

WOOD BREAKAWAY POST

1/4

A X

FRONT VIEW SIDE VIEW

NUT AND WASHER

5/8" (IN) × 10" (IN) BOLT,

TWO (2) REQUIRED PER POST)

NUTS, AND WASHERS ~

5/8" (IN) × 10" (IN) BOLTS,

NOT TO SCALE

G-2 POST

NOT TO SCALE

G-2 POST - ISOMETRIC

NOT TO SCALE

G-2 POST

NOT TO SCALE

ANCHOR POST ASSEMBLY

NOT TO SCALE

PARTIAL ASSEMBLY DETAIL

GENERAL NOTES:

OMITTED.

HOLES IN SOIL PLATE AND FOUNDATION TUBE MAY BE

SOIL PLATE MAY BE WELDED TO FOUNDATION TUBE. IF SO, 6.

VISIBLE.

RESPONSIBILITY TO ENSURE THE STAMPED NUMBERS REMAIN

INSTALLATION, IT SHALL BE THE CONTRACTOR'S

LEGIBLE AFTER THE POST IS GALVANIZED. AFTER POST

FOR STEEL POST APPLICATIONS, THE LETTER SHALL BE

LETTER SHALL BE STAMPED TO A MINIMUM DEPTH OF 1/4" (IN).

THE ASSEMBLY DETAIL. FOR WOOD POST APPLICATIONS, THE

WIDE AT THE LOCATION WHERE THE LETTER "H" IS SHOWN IN

STAMPED WITH NUMBERS, 1 1/2" (IN) MIN. HIGH AND 3/4" (IN)

SPECIFIED IN THE CONTRACT, THE POST LENGTH SHALL BE

WHEN "BEAM GUARDRAIL TYPE - 31. 8 FT. LONG POST" IS 5.

OF WEB.

HOLES SHALL BE LOCATED ON APPROACHING TRAFFIC SIDE 4.

10×10 TIMBER POSTS AND BLOCKS.

STEEL POSTS AND TIMBER BLOCKS ARE ALTERNATES FOR

ALTERNATES FOR 6×8 TIMBER POSTS AND BLOCKS. W6×15

W6×8.5 OR W6×9 STEEL POSTS AND TIMBER BLOCKS ARE 3.

GUARDRAIL.

LOWER HOLE IS FOR RUB RAIL OF TYPE 2 AND TYPE 3 BEAM 2.

BE 6 × 8EXCEPT WHERE NOTED OTHERWISE.

WOOD POSTS FOR ALL GUARDRAIL PLACEMENT PLANS SHALL 1.

K A

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

11:05:02 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-508 - GUARDRAIL DETAILS 4.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

A R

D R

E T

M P

E E

C-508

7 1/2"

W-BEAM

5 1/2"

9"6"

24"

8" (NOM.)

6 × 8

6 × 8 S4S

HOLE

2 3/8" (IN) DIAM.

DIAM. HOLE

2 3/8" (IN)

HOLE (TYP.)

3/4" (IN) DIAM.

PLATE

1/4" (IN) STEEL

" 2

W-BEAM

(NOM.)

8" OR 10"

ALTERNATE HOLE

6 × 8 OR 10 × 10

(STEEL)

TS 8" × 6" × 0.1875"

HOLE

DIAM.

3/4" (IN)

OR W6×8.5

1 1/8" (IN) FOR W6×9

(SEE NOTE 2)

HOLE (TYP.)

3/4" (IN) DIAM.

HOLE (TYP.)

3/4" (IN) DIAM.

HOLE

DIAM.

3/4" (IN)

HOLE

3/4" (IN) DIAM.

(SEE NOTES 3 AND 4)NOT TO SCALE

WOOD POST

D1 NOT TO SCALE

STEEL POST

NOT TO SCALE

SOIL PLATE

NOT TO SCALE

FOUNDATION TUBE

NOT TO SCALE

WOOD BREAKAWAY POST

NOT TO SCALEA4

TERMINAL (CRT) POST

CONTROLLED RELEASING

B A

R R

E T

DIAM. HOLE

3/4" DIA. (IN)

GENERAL NOTES:

OMITTED.

HOLES IN SOIL PLATE AND FOUNDATION TUBE MAY BE

SOIL PLATE MAY BE WELDED TO FOUNDATION TUBE. IF SO, 6.

VISIBLE.

RESPONSIBILITY TO ENSURE THE STAMPED NUMBERS REMAIN

INSTALLATION, IT SHALL BE THE CONTRACTOR'S

LEGIBLE AFTER THE POST IS GALVANIZED. AFTER POST

FOR STEEL POST APPLICATIONS, THE LETTER SHALL BE

LETTER SHALL BE STAMPED TO A MINIMUM DEPTH OF 1/4" (IN).

THE ASSEMBLY DETAIL. FOR WOOD POST APPLICATIONS, THE

WIDE AT THE LOCATION WHERE THE LETTER "H" IS SHOWN IN

STAMPED WITH NUMBERS, 1 1/2" (IN) MIN. HIGH AND 3/4" (IN)

SPECIFIED IN THE CONTRACT, THE POST LENGTH SHALL BE

WHEN "BEAM GUARDRAIL TYPE - 31. 8 FT. LONG POST" IS 5.

OF WEB.

HOLES SHALL BE LOCATED ON APPROACHING TRAFFIC SIDE 4.

10×10 TIMBER POSTS AND BLOCKS.

STEEL POSTS AND TIMBER BLOCKS ARE ALTERNATES FOR

ALTERNATES FOR 6×8 TIMBER POSTS AND BLOCKS. W6×15

W6×8.5 OR W6×9 STEEL POSTS AND TIMBER BLOCKS ARE 3.

GUARDRAIL.

LOWER HOLE IS FOR RUB RAIL OF TYPE 2 AND TYPE 3 BEAM 2.

BE 6 × 8EXCEPT WHERE NOTED OTHERWISE.

WOOD POSTS FOR ALL GUARDRAIL PLACEMENT PLANS SHALL 1.

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

11:05:03 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-509 - GUARDRAIL DETAILS 5.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

A R

D R

E T

M P

E E

L E

L L E J

C-509

GROUND LINE

1' - 4"1' - 0"3' - 1 1/2"3' - 1 1/2"

6' - 3"

7 1/2" 5 1/2"

HOLE

2 3/8" (IN)

(SEE NOTE 3)

(SEE NOTE 2)

ON TRAFFIC SIDE

ANCHOR RAIL WASHER ~

(SEE NOTE 5)

NOTE 3

SEE

(SEE NOTE 2)

BEARING PLATE

3' - 1 1/2"

WOOD BREAKAWAY POST

BEAM GUARDRAIL TYPE 31 ~ PAY LIMIT BEAM GUARDRAIL ANCHOR TYPE 10 ~ PAY LIMIT

6' - 3" 6' - 3"

(SEE NOTE 2)

ANCHOR PLATE

CABLE

ANCHOR

(SEE NOTE 4)

ANCHOR POST ASSEMBLY

S4S

6×8

2 3/8" (IN) O.D.

PIPE SLEEVE ~

STANDARD 2" (IN) I.D.

NOT TO SCALE

W-BEAM - ELEVATION VIEW

B1 NOT TO SCALE

W-BEAM - ISOMETRIC VIEW

NOT TO SCALE

POST DETAIL

WOOD BREAKAWAY

END SECTION DESIGN C

GENERAL NOTES:

OF RAIL.

NUT AND WASHER. PLACE WASHER ON FACE SIDE

EIGHT 5/8" (IN) X 1/2" (IN) MACHINE BOLTS WITH HEX 7.

DIMENSIONS AS SHOWN.

PLATES WELDED TO EQUAL STRENGTH AND

ANCHOR PLATE MAY BE CONSTRUCTED FROM 1/4" (IN) 6.

RUN: TIMBER OR STEEL.

POSTS SHALL MATCH THOSE OF THE CONNECTING 5.

MATERIAL MAY BE USED.

WOOD BLOCKS SHOWN. BLOCKS OF ALTERNATE 4.

MINIMUM OF 100 FT.-LBS.

NUT SHALL BE TORQUED AGAINST INSIDE NUT A

AND WASHER, AT BOTH ENDS OF CABLE. OUTSIDE

FASTEN THE ANCHOR CABLE USING TWO 1" (IN) NUTS3.

C-504.

FOR ADDITIONAL DETAILS NOT SHOWN, SEE SHEET 2.

CRASHWORTHY TERMINAL IS NOT REQUIRED.

FOR USE ON THE END OF GUARDRAIL RUNS WHEN A 1.

K A

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

11:05:04 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-510 - GUARDRAIL DETAILS 6.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

A R

D R

E T

M P

E E

L E

L L E J

C-510

8 GAGE (MIN.)

1 1/2"1 1/2"

/4 " 7 /8

/8 " 11/16"

31/32"

1 1/16" (IN) HOLE

5 1/6"

1 15/16"

3/8"

6' - 6"

5/8" (IN) STEEL PLATE

1/4

1/4"

3 3/8"

1 5/8"

1 1/8"

2 1/4"

3/4" (IN) CABLE

11/16" (IN) HOLE (EIGHT REQUIRED)

2" 4" 4"

16"

4" 2"

SEE NOTE 9

35°

SWAGE

LENGTH (TYP.)

THREADED FULL

1" (IN) x 7" (IN) STUD

TACK WELDED TO 5/8" (IN) PLATE

3/16" (IN) x 1" (IN) x 8" (IN) PLATE

3" (IN) x 2 1/4" (IN) x 1/2" (IN) END PLATE

(TYP.)

3/8" R.

(TYP.)

15/16" R.

8 GAGE (MIN.)

1 1/2"1 1/2"

/4 " 7 /8

/8 " 11/16"

31/32"

1 1/16" (IN) HOLE

5 1/6"

1 15/16"

3/8"

6' - 6"

5/8" (IN) STEEL PLATE

1/4

1/4"

3 3/8"

1 5/8"

1 1/8"

2 1/4"

(SEE NOTE 8)

3/4" (IN) CABLE

11/16" (IN) HOLE (EIGHT REQUIRED)

2" 4" 4"

16"

4" 2"

ELEVATION

SEE NOTE 9

35°

SWAGE

LENGTH (TYP.)

THREADED FULL

1" (IN) x 7" (IN) STUD

TACK WELDED TO 5/8" (IN) PLATE

3/16" (IN) x 1" (IN) x 8" (IN) PLATE

3" (IN) x 2 1/4" (IN) x 1/2" (IN) END PLATE

(TYP.)

3/8" R.

(TYP.)

15/16" R.

NOT TO SCALE

ANCHOR PLATE

NOT TO SCALE

ANCHOR CABLE

A1 NOT TO SCALE

BEARING PLATE

NOT TO SCALE

SECTION

NOT TO SCALE

ANCHOR RAIL WASHER

K A

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

11:05:07 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-511 - FENCE DETAILS.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

SIDE VIEW FRONT VIEW

"8'

.5 " 6

15"

E E

L E

L L E J

C-511

K A

T O

5" POST TYP

EXISTING GRADE

4.5" SLOTS

TAPERED TIPS TO MEET SLOTS

8' X 3.5" X 1.5" RAILS WITH

5" POST TYP

COMPACTED SOIL

COMPACTED SOILCOMPACTED SOIL

F E

N C

E D

E T

CEDAR RAIL TYP

WESTERN RED

CEDAR POST TYP

WESTERN RED

NTS

SPLIT RAIL WOOD FENCE DETAILS

NTS

FLEXIBLE GUIDE POST

GROUND MOUNT

2' - 0" MIN.

8' - 0" MAX.

TOP EDGE OF REFLECTIVE SHEETING

SHEETING

REFLECTIVE

BURY DEPTH

MANUFACTURER'S

A B

O V

E N

E A

R L

A N

E E

D G

M A

S H

O U

L D

E R

E D

G E O

0.1°

0°

20°

50 30

WHITE YELLOW

SPECIFIC INTENSITY

(cd/ft-c)

ANGLE

OBSERVATION

ANGLE

ENTRANCE

VALUES OF SPECIFIC INTENSITY:

REFLECTORS SHALL EQUAL OR EXCEED THE FOLLOWING MINIMUM

ACRYLIC OR POLYCARBONATE CONFORMING TO AASHTO M 290.

PLASTIC REFLECTOR: 9 SQUARE INCHES MINIMUM SURFACE AREA; 7.

QUALIFIED PRODUCTS LIST.

TYPE III, IV, V, OR VI, SELECTED FROM APPROVED MATERIALS LISTED IN THE

REFLECTIVE SHEETING: 12 SQUARE INCHES MINIMUM SURFACE AREA; 6.

THE REFLECTIVE SURFACE SHALL BE RECTANGULAR.5.

COLOR SHALL BE WHITE.4.

BARRIER DELINEATORS SHALL BE ONE-SIDED.3.

ADHESIVE BOND.

PAINT, OR ANY OTHER MATTER THAT WOULD ADVERSELY AFFECT THE

BARRIER SURFACE SHALL BE FREE OF DIRT, CURING COMPOUND, MOISTURE,

RECOMMEND BY THE MANUFACTURER. THE ATTACHMENT POINT ON THE

ENGINEER, AND SHALL BE ATTACHED TO THE BARRIER WITH AN ADHESIVE

DURABLE PLASTIC OR OTHER DURABLE MATERIAL APPROVED BY THE

THE HOUSING OR BRACKET CAN BE FLEXIBLE OR RIGID, MOLDED FROM A 2.

SPACING OF BARRIER DELINEATORS SHALL BE AS SHOWN IN THE PLANS.1.

BARRIER DELINEATOR REQUIREMENTS

TREE PROTECTION ZONE

S O

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

11:05:08 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\Landscape\FY20_P2-465896_WYCK_L-001_LANDSCAPE LEGEND, LAYOUTS, DETAILS & NOTES.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

L-001

SCIENTIFIC NAME COMMON NAME SPACING

3' O.C.

SIZE

3' O.C.

QUERCUS GARRYANA 3' O.C.

3' O.C.

QUANTITIES

ACER CIRCINATUM VINE MAPLE

PRUNUS EMARGINATA BITTER CHERRY

ARBUTUS MENZIESII PACIFIC MADRONE

GARRY OAK

TBD

LANDSCAPE NOTES

GENERAL NOTESDRAFTINGLEGEND FOR PLAN SHEETS

TREE PROTECTION NOTES

NORTH ARROW

GRAPHIC SCALE (FEET)

DETAIL IS DRAWN

PLATE NUMBER WHERE

DETAIL NO.

NUMBER INDICATES

0 20 40

CONSTRUCTION LIMITS

MATCHLINE

PRAIRIE SEEDED AREAS

EXISTING TREE

PROPOSED TREES

PLANTING NOTES

GRADING, SEE CIVIL

NOT TO SCALE

PRAIRIE SEED SCHEDULE

BUTTERFLYWEEDLEADPLANTLAVENDER HYSSOP WHITE ASTER

BEARDTONGUE

BLACK EYED SUSAN

CANADA MILK LANCELEAF COREOPSIS

CONEFLOWER FALSE BONESET ROUNDHEAD BUSHCLOVER

ROUGH BLAZINGSTAR LUPINE DOTTED MINT

WILD PETUNIA STIFF GOLDENROD SHOWY GOLDENROD

VETCH HOARY VERAIN

SIDEOATS GRAMA LITTLE BLUESTEM

WILDFLOWER SUGGESTED LIST

GRASSES SUGGESTED LIST

:PRAIRIE SEED NOTES

BUNNY TAIL GRASS LUCERNE BLUE-EYED GRASSPRAIRIE DROPSEED

MORNING LIGHT MISCANTHUS GRASS

PLANTING LAYOUT

ENLARGED TREE

WATERBARS, SEE CIVIL

PLANS

SEE CIVIL

FEATURE,

WATER BAR

WATER BARS

PLANTINGS IN

PROPOSED TREE

TREE LOCATIONS

UNDER

MULCHED AREA

THAN 1" IN DIAMETER) IN PLANTING AREAS SHALL ALSO BE REMOVED.

4. REMOVE WEEDS AND EXOTIC PLANTS THAT FALL WITHIN THE NEW PLANTING AREAS. ROCK AND DEBRIS (LARGER

3. SEE SPEC SECTION 32 93 00 REGARDING PRE-INSTALLATION MEETING REQUIREMENTS.

SUCH AS POOR DRAINAGE, ON-SITE HAZARDOUS MATERIALS, ETC.

2. CONTRACTOR SHALL NOTIFY GOVERNMENT OF ANY CONDITIONS HARMFUL TO PLANT ESTABLISHMENT AND LONGEVITY, REFER TO UTILITY LOCATIONS ON CIVIL DRAWINGS.

VERIFY ALL UTILITY LOCATIONS PRIOR TO PLANTING. CONTRACTOR TO FIELD VERIFY LOCATIONS AND DEPTH OF UTILITIES.

1. CONTRACTOR IS RESPONSIBLE FOR FAMILIARITY WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES.

SEED MIX FOR GOVERNMENT APPROVAL

VARIETIES OF FLOWER SEEDS AND GRASS

2. CONTRACTOR TO SUBMIT PROPOSED

FOR SEED VARIETY REQUIREMENTS

1. SEE SEEDING SPEC SECTION 32 92 19

SEE NOTE 1

4.0 ft DIA., 3' BARK MULCH

FINISH GRADE

BACKFILL NATIVE SOIL

UNDISTURBED SOIL

LEADER OF TREE

DO NOT PRUNE OR DAMAGE

1.5X SIZE OF ROOTBALL

NOT TO SCALE

TREE PLANTING

ARBORIST.

ZONE. ANY ROOT PRUNING TO BE PERFORMED BY CERTIFIED

ONLY HAND DIGGING ALLOWED WITHIN TREE PROTECTION 5.

MEASURES SUCH AS PRUNING OR TIE-BACK OF BRANCHES.

CONTRACTOR TO RECEIVE C.O. APPROVAL FOR PREVENTIVE 4.

DISCUSS CONFLICTS WITH CONTRACTING OFFICER.

DAMAGE TO BRANCHES FROM ALL EQUIPMENT AND TO

CONTRACTOR RESPONSIBLE TO PROTECT TREES, PREVENT 3.

LOCATION.

EXISTING TREES TO REMAIN. SEE DEMOLITION PLANS FOR

6' HIGH VISIBILITY FENCING SHALL BE PLACED AROUND 2.

REQUIREMENTS.

SEE SPEC SECTION 32 93 00 FOR TREE PROTECTION 1.

NOTES:

N E

W G

R A

D E

B E

T W

O O

T H T

R A

N S

RING

MULCH

10' DIA.

NOT TO SCALE

TREE PROTECTION

MULCH

ORGANIC

DEPTH

3" COMPACTED

A8/L-001

TREE PROTECTION FENCE. SEE DETAIL

PLANTING SOIL PREPARATION, OUTSIDE

METHODS NOT ALLOWED.

PROTECTION FENCE BY HAND METHODS. MECHANICAL

REMOVE EXISTING VEGETATION WITHIN TREE

SIX FOOT TALL HIGH VISIBILITY FENCE

IMPORTED

TOPSOIL, TOTAL OF 16"

SCARIFY

MIN 4" DEPTH OF TOPSOIL,

NOT TO SCALE

PLANTING SOIL PREPARATION

PLACING TOPSOIL

SUBGRADE PRIOR TO

RECYCLED MULCH

6. COORDINATE WITH CIVIL PLANS AND SPEC SECTION 32 93 00.

5. DIMENSIONS NOTES ARE COMPACTED DEPTHS OF MATERIALS.

DENSITY. VERIFY POSITIVE DRAINAGE BEFORE PLANTING.

4. TOPSOIL TO BE INSTALLED IN 6" LIFTS AND COMPACTED TO 85% MAXIMUM DRY

PRIOR TO INSTALLATION OF ADDITIONAL TOPSOIL.

3. GOVERNMENT TO APPROVE SCARIFICATION OF TOPSOIL MIX INTO SUBGRADE

2. GOVERNMENT TO APPROVE SUBGRADE PRIOR TO INSTALLATION OF TOPSOIL.

1. INSTALL TOPSOIL PREPARATION WITHIN 10' OF ALL TREE PLANTING LOCATIONS.

NOTES:

DRAINAGE BEFORE PLANTINGS

DENSITY. VERIFY POSITIVE

COMPACTED TO 85% DRY

UNDISTURBED EXISTING SOIL

L A

N D

S C

A P

E L

E G

E N

D L

A Y

O U

T S

D E

T A

S A

N D N

O T

E S

L-001

MULCH COVERED AREAS

SWALE SEEDED AREAS

SWALE SEEDED SCHEDULE

SEE SPEC SECTION 32 92 19

MIX

WITH PRAIRIE

AREAS

RE-SEEDED

MIX

WITH SWALE SEED

RE-SEEDED

DRAINAGE AREAS

NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN, LATEST EDITION.

SHALL OVERLAP. MEASUREMENTS, CALIPER, BRANCHING, GRADING QUALITY SHALL FOLLOW THE AMERICAN STANDARD OF

6. TREES SHALL BE FULL, WITH BALANCED BRANCHES CREATING A UNIFORM OVERALL SHAPE AND HEIGHT. NO BRANCHES

5. SEE SPEC SECTION 32 93 00 REGARDING SOIL TESTING, AMENDMENT AND TOPSOIL BACKFILL REQUIREMENTS.

SPECIFICATIONS. SEE SPEC SECTION 32 93 00.

CONDITION AND HAVE LOST THEIR NATURAL SHAPE WILL BE REPLACED IN ACCORDANCE WITH THE DRAWINGS AND

4. ALL PLANTS THAT ARE DEAD OR, AS DETERMINED BY ONSITE PROJECT BIOLOGIST, ARE IN AN UNHEALTHY OR UNSIGHTLY

SEE SPEC SECTION 32 92 19 SEEDING.

3. ALL AREAS DISTURBED DUE TO CONSTRUCTION ACTIVITIES SHALL BE RE-SEEDED WITH PRAIRIE SEED MIX.

2. ALL PLANTING WORK WILL BE DONE BY HAND AND PLANTS WILL BE MULCHED AS SHOWN IN DRAWINGS.

PLANTING TIMEFRAMES.

1. ALL TREES WILL BE PLANTED BETWEEN SEPTEMBER 15 AND MARCH 31. SEE SPEC SECTION 32 92 19 FOR SEED

5. ANY PRUNING ACTIVITY TO BE COMPLETED BY A CERTIFIED ARBORIST AND IN ACCORDANCE WITH SPEC SECTION 32 93 00.

4. ALL TREE PROTECTION TO BE COORDINATED WITH A CONTRACTOR SUPPLIED CERTIFIED ARBORIST.

3. CRITICAL ROOT ZONES ARE SHOWN AROUND SINGLE TRUNKS OF TREES OR IN GROUPED ZONES AS SHOWN ON DRAWINGS.

SECTION 32 93 19.

2. PENALITIES TO THE CONTRACTOR FOR DAMAGING EXISTING TREE TRUNKS, ROOTS OR BRANCHES ARE OUTLINED IN SPEC

TO REMAIN.

AS DEFINED IN SPEC SECTION 32 93 00. SIX FOOT HIGH VISIBILITY FENCE SHALL BE PLACED AROUND EXISTING TREES

1. SPECIAL REQUIREMENTS SHALL BE TAKEN TO PROTECT AND PREPARE TREES AND CRITICAL ROOT ZONES (CRZ)

A1 A4 A8

C A

S S

C A

S S /S

W A

N S

O N

TREE SCHEDULE

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

11:05:13 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\Landscape\FY20_P2-465896_WYCK_L-101_LANDSCAPE SITE PLAN 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

N A

C E

N C

U N

E -5

-1 -2

EAGLE

ARBOR

DRIV

P A

V E

M E

N T

A S P

H A L T

ASP

HALT

ASP

HALT

AVEMENT

L-101

0 20' 40'

1" = 20'

C A

S S

K S

W A

N S

O N

LANDSCAPE SITE PLAN 1

L A

N D

S C

A P

E S

E P

L A

M A

T C

H L

E T

O S

H E

E T L -1

CONSTRUCTION LIMITS

SEE NOTE 6

PROTECT TREE

SEE NOTE 6

PROTECT TREE

SEE NOTE 5

LEGEND:

PLANTING NOTES:

L-001

A1 TREE PLANTING

L-001

TREE PROTECTION

TYPICAL

L-001

TREE PROTECTION

TYPICAL

SEE NOTE 6

PROTECT TREE

L-001

TREE PROTECTION

TYPICAL

SEE NOTE 2

SEE NOTE 2 SEE NOTE 5

L-001

PLANTING SOIL

PREPARATION, TYP.

TYPICAL

EXISTING TREE

PRAIRIE SEEDED AREAS

WATERBARS, SEE CIVIL

SCIENTIFIC NAME COMMON NAME

QUERCUS GARRYANA

ACER CIRCINATUM VINE MAPLE

PRUNUS EMARGINATA BITTER CHERRY

ARBUTUS MENZIESII PACIFIC MADRONE

GARRY OAK

CONSTRUCTION LIMITS

MATCHLINE

GRADING, SEE CIVIL

MULCH COVERED AREAS

A L

N M

E N

O L

D R

O A

NEW ROAD ALIGNMENT

N E

W R

O A

D A

N M

E N

ALIG

NMENT

OLD R

OAD

SEE CIVIL PLANS

CULVERT/GRAVEL,

SEE TREE PROTECTION NOTES A4/L-001.

TREE PROTECTION HIGH VISIBILITY FENCE.6.

DEMOLITION PLANS.

WITH EXISTING UTILITIES, GRADING AND

SEE CIVIL SHEETS FOR REQUIRED COORDINATION5.

FOR PLANTING INSTALLATION DETAILS SEE SHEET L-001. 4.

GENERAL NOTES, SEE SHEET L-001.

FOR PLANTING LEGEND, ABBREVIATIONS AND 3.

SEED MIX. SEE SEEDING SPEC SECTION 32 92 19.

CONSTRUCTION ACTIVITIES WITH PRAIRIE

RE-SEED ALL AREAS DISTURBED DUE TO 2.

PRIOR TO PROCEEDING WITH PLANT INSTALLATION.

TO THE ATTENTION OF CONTRACTING OFFICER

SPECS AND SITE CONDITIONS SHALL BE BROUGHT

ANY DISCREPANCIES W/THE DRAWINGS AND/OR1.

SEE CIVIL SHEETS

SPLIT RAIL FENCE,

SEE CIVIL SHEETS

CIVIL FEATURE, TYP

TREE LEGEND

File details come from the government source that posted it.