40'-6" 40'-6"

3'-4"

TYP

25'-6"

25'-6"

12'-6" 3'-6"

6'-6"

6'-6"

1'-6"

TYP

6'-8"

4'-4"

4'-6"

FLAT SURFACE

1"x3/16" TYPE W-19-4

AL BAR GRATING,

4'-0 OPENING DIA

APPROX EXTENT OF

SCULPTURE BASE

OPEN TO BELOW

FLAT SURFACE

TROUGH

SL

S

L

SL

S

L

S

L

SL

S

L

SL

2

S-131

4'-10 1/2"

3'-2"

3'-4"

1

S-131

4'-9"

2'-2" 2'-0"

SLAB EXPANSION JOINT

AT ELLIPSE AXIS, TYP

SLAB EXPANSION JOINT

AT CHAMBER WALL, TYP

3

S-151

SLAB EXPANSION JOINT

AT ELLIPSE AXIS, TYP

12" THICK WALL AT SCUPPERS,

TYP 6 PLACES, LOCATION PER

WATER FEATURE DWG'S

SUMP, SIZE AND LOC PER

WATER FEATURE DWG'S

VAULT TOP SLAB IS

A FLAT SURFACE

EMBED SST PL

SLAB EXPANSION JOINT AT

45 DEGREES FROM VAULT

CORNERS, TYP 4 PLACES

SLAB EXPANSION

JOINT PERPENDICULAR

TO WALLS, TYP

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TOP PLAN

SCALE: 1/4"=1'-0"

1 N

S-102

TO

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NOTES

1. CONCRETE FINISH AND TOPPING PER WESCO WATER

FEATURE DRAWINGS.

2. COORDINATE CONCRETE PENETRATIONS WITH OTHER

DISCIPLINES DRAWINGS.

1

19-18-15

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TJT

T/CONC EL -0'-5 1/4"

T/FOOTING

EL -7'-10"

2'-0"

8"

1'-6"

10"

OPENING W/ GRATING

1

S-151

FLAT

SURFACE

SL

SL

FLAT

SURFACE

FLAT

SURFACE

T/CONC EL -0'-5 1/4"

T/PAVERS EL 0'-0"

T/CONC EL 0'-10"

T/WALL

EL -0'-0 1/4"

T/TROUGH

EL -1'-10 3/8"

T/FOOTING

EL -5'-0 1/4"

T/PAVERS EL 0'-0"

T/CONC EL 0'-10"

T/WALL

EL -0'-0 1/4"

T/TROUGH

EL -1'-10 3/8"

T/FOOTING

EL -5'-0 1/4"

T/CONC EL -0'-5 1/4"

T/FOOTING

EL -7'-10"

2'-0"

8"

1'-6"

10"

OPENING W/ GRATING

1

S-151

2

S-151

FLAT

SURFACE

FLAT

SURFACE

SLS

L

FLAT

SURFACE

ADD ADD'L BARS

AT SCUPPER LOC

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SECTION2

S-101

SCALE: 1/4"=1'-0"

S-131

BR

ID

GE

P

AR

K

SC

ULT

PU

RE

A

ND

P

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L

SE

CT

IO

NS

SECTION1

S-101

SCALE: 1/4"=1'-0"

1

1

19-18-15

AD

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#2

TJT

#4@12 EW T&B

SLAB REINF EXPANSION JOINT TOPPING SLAB PER WATER

FEATURE DRAWINGS

GRATING SUPPORT TYPE 3

SECONDARY POUR TO BE PLACED AROUND THE BASE

OF THE WHALE SCULPTURE INTERIOR AFTER WHALE

SCULPTURE HAS BEEN ERECTED, OPENING TO REMAIN

#4@12 EF VERT, TYP

#4@10 EF HORIZ, TYP

#4@9 EW T&B

#4@6 EW BOT, TYP

#4@12 EW TOP, TYP

ADD'L OPENING

REINF, TYP

SST GRATING, SEE

PLAN FOR SIZE

WATERSTOP, TYP

12" LAYER CBJ "SUBBASE

GRADING A" OVER CBJ

"SHOT ROCK BORROW", SEE

GEOTECHNICAL REPORT

2'-0"

6"1'-6"

1'-3"

10"

CURB PER WATER

FEATURE DRAWINGS

CURB AND TOPPING

SLAB PER WATER

FEATURE DRAWINGS

PIPE PER WATER

FEATURE AND

PIPING DWGS

#4@12 EW, TYP

#4@12 EW

#4@12 EW

WATERSTOP, TYP

#4@12 EW T&B

SLAB REINF

12" LAYER CBJ "SUBBASE

GRADING A" OVER CBJ

"SHOT ROCK BORROW", SEE

GEOTECHNICAL REPORT

8"

2'-5 7/8"

8"

8"

TYP

10"

FILL W/ FLOWABLE FILL

BEDDING MATERIAL

AFTER PIPE PLACEMENT

R

2

'-

2

"

1

1

/

2

"

OPEN TO BELOW

SST PL3/8x8 EMBED BASE

PLATE, WELD WHALE SUPPORT

STRUCTURE TO PLATE

EDGE OF OPENING

24-3/4"DIAx8" LONG

SST WHS, EQ SPACING

SECONDARY POUR TO BE PLACED AROUND

THE BASE OF THE WHALE SCULPTURE

INTERIOR AFTER WHALE SCULPTURE HAS BEEN

ERECTED, COORDINATE W/ SCULPTURE ARTIST

APPROX EXTENT OF

SECONDARY, POUR BY OTHERS

1 1/2"

TYP

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AILS

SECTION1

S-131

SCALE: 1/2"=1'-0"

SECTION2

S-131

SCALE: 1/2"=1'-0"

PARTIAL PLAN3

S-102

SCALE: 1/2"=1'-0"

1

1

1

19-18-15

AD

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TJT

x

x

x

x

SEAWALK, SEEARCH. DWGS

EXISTINGSPIT

DEPT. OFFISH & GAME

SEAWALK, SEEARCH. DWGS

AL-231

DL-151

INTERTIDALSTEPPING STONES

PLACE 15 TONS OF 36"MINUS ROUNDEDBOULDERS TO COVERBROKEN PAVEMENT ASDIRECTED BY ENGINEER

STEPS WITH HANDRAIL,SEE STRUCTURAL DWGS

SAVE AND PROTECTEXISTING ALKALI GRASS

PROTECTTRANSPLANTEDALKALI GRASS

BL-231

SHORELINE BANKENHANCEMENT, TYP.

BL-231

SHORELINE BANKENHANCEMENT, TYP.

SEAWALK BOATPROW OVERLOOK,SEE ARCH. DWGS

CL-252

PINE RAILFENCE

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677

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LAN

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WA

LK W

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SCALE:

10' 20' 40'

1" = 20'

N

MAT

CHLI

NE: S

EE S

HEET

L10

1

MA

TCH

LIN

E: S

EE

SH

EE

T L-

203

MA

TCH

LIN

E: S

EE

SH

EE

T L-

202

LEGEND:

SELECT BOULDER PLACEMENT ASDIRECTED BY ENGINEER

SHORELINE ENHANCEMENT AREAWITH JUTE MESH

NOTES:

• REFER TO CIVIL DWGS FOR SITE GRADES

TIDAL RANGE:

EXTREME HIGH WATER (EHW): 23.2'HIGH TIDE LINE (HTL): 20.8'MEAN HIGHER HIGH WATER (MHHW): 16.30'MEAN HIGH WATER (15.4): 15.40'

VERTICAL DATUM: MLLW 0.0

ALKALI GRASS TO SAVEAND PROTECT

ALKALI GRASS TRANSPLANTLOCATION (RE-PLANT HERE)

36" MINUS ROUNDEDBOULDERS

HABITAT SNAG

HABITAT LOG (ANCHOR WHENLOCATED BELOW ELEV. 23.0')

HABITAT LOG/ROOT WAD(ANCHOR WHEN LOCATEDBELOW ELEV. 23.0')

ROOT WAD (ANCHOR WHENLOCATED BELOW ELEV. 23.0')

19/

21/2

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#2

1

OMITAT-GRADEDECKING

10

25

25 20

20

10

10

20

25

25

15

15

20

20

TOE OF SLOPE WITH VARIABLEGRADE. EMBED TOE BOULDERSBELOW EXISTING GRADE

SEAWALK ABUTMENT, SEESTRUCTURAL. DWGS

SEAWALK ABUTMENT,SEE STRUCTURAL

HABITATBENCH

SEAWALK RAILING,SEE ARCH DWGS

ROUNDED BOULDERS,BEYOND TOE TO CREATENATURAL EDGE, TYPICAL

SEAWALK SEE,ARCH DWGS

#1#3

#4#3

#1

#5

#6

#2

SLOPE WITHROUNDED

BOULDERS

DL-002

SNAG

FL-251 TIDE POOL, TYP.

DL-151

INTERTIDALSTEPPING

STONE

A,BL-252

ANCHOREDHABITAT LOG, TYP

CL-001

SHRUBPLANTINGON SLOPE

FL-251

TIDE POOL,TYP.

REGION #4

SEAWALK ON ISLAND FILL SEEARCH DWGS (ELEV. 25.50')

EL-251

BL-251

ROOT WAD

HABITAT LOG/ROOT WAD

CL-251

REGION #LABEL, TYP.

AL-231

SAVE AND PROTECTEXISTING ALKALI GRASS

PROTECTTRANSPLANTEDALKALI GRASS

SAVE AND PROTECTEXISTING ALKALI GRASS

SAVE ANDPROTECTEXISTING

ALKALI GRASS

L-231 ENHANCEMENT, TYP.

BL-231

SHORELINE BANKENHANCEMENT, TYP.

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S -

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2 3 4 5 6 7

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NH

AB

ITA

T IS

LAN

D

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SCALE:

10' 20' 40'

1" = 20'

N

MA

TCH

LIN

E: S

EE

SH

EE

T L-

201

MA

TCH

LIN

E: S

EE

SH

EE

T L-

204

MATCHLINE: SEE SHEET L-203

LEGEND:

NOTES:

• SEE SPECS, SECTIONS, AND DETAILS FORFURTHER ISLAND AGGREGATE FILL MATERIALINFORMATION

• REFER TO CIVIL DWGS FOR SITE GRADES• TILL PLANTING SOIL TO A DEPTH OF 8"• FILL INTERSTITIAL SPACE OF ROUNDED BOULDERS

AND SHOTROCK WITH COBBLE GRAVEL SOIL MIX

TIDAL RANGE:

EXTREME HIGH WATER (EHW): 23.2'HIGH TIDE LINE (HTL): 20.8'MEAN HIGHER HIGH WATER (MHHW): 16.30'MEAN HIGH WATER (MHW): 15.40'VERTICAL DATUM: MEAN LOWER LOW WATER(MLLW) 0.0

36" MINUS ROUNDED BOULDERS

HABITAT SNAG

HABITAT LOG (ANCHOR WHENLOCATED BELOW ELEV. 23.0')

HABITAT LOG/ROOT WAD(ANCHOR WHEN LOCATEDBELOW ELEV. 23.0')

ROOT WAD (ANCHOR WHENLOCATED BELOW ELEV. 23.0')

REGION #14'-0" LAYER OF 36" MINUSROUNDED BOULDERS ON SHOTROCK OR NATIVE SOIL. EMBEDTOE OF SLOPES. 3:1 GRADE

REGION #23'-0" LAYER OF COBBLE GRAVELSOIL MIX. 10:1 - 12:1 GRADE

REGION #31'-4" LAYER OF COBBLE GRAVELSOIL MIX ON SHOT ROCK. 5:1GRADE

REGION #41'-0" LAYER OF GRAVEL SOIL MIXON SHOT ROCK. 7:1 GRADE

REGION #51'-0" LAYER OF COBBLE GRAVELSOIL MIX ON 3'-0" LAYER OF 36"MINUS ROUNDED BOULDERS ONSHOT ROCK. 3:1 - 5:1 GRADE

REGION #66" LAYER OF 10" MINUS COBBLEON 2'-6" LAYER OF GRAVEL SOILMIX ON SHOT ROCK. 5:1 GRADE

REGION #74" LAYER OF PLANTING SOIL ON2'-8" LAYER OF TOPSOIL ON SHOTROCK. 5:1 - 7:1 GRADE

19/

21/2

015

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1

DOT PROP. LINE

DOT R.O.W. LINE

DEPT. OF LABOR BLDG

DOT R.O.W. LINEEGAN DR.

INTERDIALSTEPPINGSTONES

PROJECT LIMIT

EXTREME HIGH WATER(EHW) 23.2'

HIGH TIDE LINE (HTL) 20.8'

MIEAN HIGHER-HIGHWATER (MHHW) 16.3'

MEAN HIGH WATER (MHW) 15.4'

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SCALE:

10 20 40

1" = 20'

N

MA

TCH

LIN

E: S

EE

SH

EE

T L-

201

MATCHLINE: SEE SHEET L-202

MA

TCH

LIN

E: S

EE

SH

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204

L-207

LAN

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EXISTING TREES

LEGEND:

LOWER LOW MARSH SEED MIX(~ EL. 11-15)

HIGH MARSH SEED MIX 1(~ EL. 16-20)

19/

21/2

015

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#2

1

x

x

x

SEAWALK, SEEARCHTITECTURE

(5) PM

(11) AF

(3) PM

(7) RN

(9) RPV

(7) AU (9) AU(5) PM

(9) RN

(8) RSP(16) AF

(6) RP

(15) RPV(7) PM

(12) RP

(8) AF

(6) RN

(7) AF

(23) RN

(10) RPV

(25) SS

(13) CS

(5) RP

(3) RN

(7) RP

(12) SS

(18) CS

(6) AU

(6) AU

(10) RSP

(21) CS

(30) SS

(12) RN (44) CS

(7) PM

(5) RRD(3) RRD

EXISTING TREES

INTERTIDALSTEPPING

STONE

SAVE AND PROTECTEXISTING ALKALIGRASS, TYP.

DEPT. OFFISH & GAME

ALKALI GRASSTRANSPLANT REPLANTLOCATION, TYP.

PROJECT LIMIT

EXTREME HIGH WATER(EHW) 23.2'

HIGH TIDE LINE (HTL) 20.8'

MIEAN HIGHER-HIGHWATER (MHHW) 16.3'

MEAN HIGH WATER (MHW) 15.4'

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NTI

NG

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OH

LFS

1

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F

2 3 4 5 6 7

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FAX

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7) 4

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LAN

DS

CA

PE

PLA

NTI

NG

PLA

NS

EA

WA

LK W

ES

T

0

SCALE:

10 20 40'

1" = 20'

N

MAT

CHLI

NE: S

EE S

HEET

L10

2

MA

TCH

LIN

E: S

EE

SH

EE

T L-

207

MA

TCH

LIN

E: S

EE

SH

EE

T L-

206

PLANTING NOTES:1. SEE SHEET L-003 FOR PLANT SCHEDULE2. PLANT PLUG AND CONTAINER MIX PLANTS

IN SAME-SPECIES CLUSTERS OF 5-17INDIVIDUALS

LEGEND:

HIGH MARSH MIX 1(~ EL. 16-20)

ALKALI GRASS TO SAVEAND PROTECT

ALKALI GRASS TRANSPLANTLOCATION (RE-PLANT HERE)

19/

21/2

015

AD

DE

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#2

1

2

A-251

6

A-007

4

A-007

EDGE OF SEAWALK DECK

POST TYPE 5, SLOPED

POST TYPE 3, SLOPED

TOP RAIL BREAK

CONCRETE PLANTER, TYP.

ELEV 26.0

8"

2

"

CONCRETE BORDER

ELEV 25.5

END OF WOOD DECK

LOCATION OF POST BASE

BRIDGE, WOOD PATTERN

TOP RAIL

LOCATION OF POST TOP

LANDING

ELEV 26.5

CONCRETE PLANTER AT ELEV 25.5

7'-0"

10-2"

ELEV 25.5

CONCRETE PLANTER, TYP.

ELEV 26.0

CONCRETE BORDER

AT ELEV 25.5

ELEV 25.5

FABRIC CANOPY SUPPORT

POLE; 7-LOCATIONS, TYP

FABRIC CANOPY ABOVE

EL 27.3

1

A-007

4

A

-

2

5

2

TABLE ENSEMBLE, TYPE B

TABLE ENSEMBLE,

TYPE A

TRASH CAN

2

A-232

EL 26.1

EL 26.7

DECKING ELEV 25.5

EL 26.7

EL 28.4

S

L

O

P

E

1

:

2

0

S

L

O

P

E

1

:

2

0

EL 28.4

EL 26.7

ELEV 26.5

BENCH REF 1/A-252

BENCH REF 2/A-252

SIM

58'-9"

68'-11"

21'-4 9/16"

7'-2 9/32"

7'-2 9/32"

5

'-

1

1

"

5

'-

2

1

/

4

"

8

'-

3

5

/

8

"

7'-2"

2

'-

6

"

3

'-

0

"

5

'-

6

"

1

'-

1

0

"

5

'

-

1

1

"

2'-6 1/8"

16'-6 5/16"

2'-8 7/16"

3'-0"

2'-5"

4'-5"

2'-6"

3'-7 5/8"

15'-5 5/8"

1'-11"

1'-0"

5'-0"

17'-6 3/16"

1

3

'

-

8

1

/

4

"

7'-2 1/8"

11'-8"

6'-3 11/16"

4'-8 3/16"

1

'

-

5

1

/

2

"

1

A-251

3

A-007

2

A-007

ELEV 25.50'

TOP OF DECK

ELEV 14.50'

GRADE

6x12 DECKING

BRIDGE

CONC PLANTER

WOOD INFILL

12'-3"

22'-0"

18'-0"

8" DIAMETER GALV

STEEL FABRIC

CANOPY SUPPORT

POLE; 7-LOCATIONS,

TYPICAL. POLES,

FABRIC, CONNECTORS,

DECK CONNECTION BY

FABRIC VENDOR.

REMOVABLE FABRIC

CANOPY

3'-0"

6'-0 1/16"

3

A-252

1'-0"

4'-1" ±

3'-6"

ELEV 26.50'

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BOAT PLAN1

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