LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC

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LEGEND:

EX STRUCTURE OR HARD

SURFACE TO BE REMOVED

PROJECT WORK LIMITS

SILT FENCING

HIGH VISIBILITY FENCING

WETLAND BUFFER

100-YEAR FLOODPLAIN

DEBRIS BOOM

STRAW WATTLES

EX TREE TO BE REMOVED

RevStatus

Drawing Number

Scale at ANSI D

Eng check

Approved

Coordination

Dwg check

Drawn

Designed

Title

Security

Client

App’dCh’k’dDescriptionDrawnDateRev

Project Number

TotalB/O

.\TIFF-logo_2_5W.tif

9706 4TH AVE NE

SUITE 300

SEATTLE, WA 98115

P: 206.523.0024

WWW.DCGENGR.COM

Landscape Architects & Planners

2701 First Avenue, Suite 510Seattle, WA 98121t. 206.583.0620f.206.583.0623

pw:\\mott-use-pw.bentley.com:mott-use-pw-10\Documents\353381-CITY OF KENMORE WATERFRONT IMP\Drawings_Models\02_C_Civil\SQUIRES LANDING_DCG.dwg May 4, 2020 - 7:47PM will

9 101

1" = 30'

City of Kenmore

Squires Landing Park

Waterfront Improvement Project

TESC And Demolition Plan

W. Zweig

G. Szoboszlai

N. Alexander

S. Robert

N. Alexander

S. Robert

G9.0353381

0 3/20/20 GS 60% Design Drawings WZ SR

0 30 60

SCALE IN FEET

GENERAL NOTES:

1. REFER TO SHEETS L1.0 AND L2.0 FOR

TREE PROTECTION PLAN.

2. PERMANENT CHAIN LINK FENCING NOT

SHOWN ON THIS SHEET.

LOC

CONSTRUCTION

ENTRANCEG9.2

T5

INSTALL TEMPORARY CATCH BASIN

INSERT FOLLOWING INSTALLATION

OF PROPOSED CATCH BASINS

G9.1

T2

INSTALL TEMPORARY CATCH

BASIN INSERT ON EX INLETSG9.1

T2

WETLAND BUFFER

WETLAND BUFFER

100-YEAR

FLOODPLAIN

100-YEAR

FLOODPLAIN

SILT FENCING (TYP)

G9.1

T1

HIGH VISIBILITY

FENCING (TYP)

G9.2

T6

STRAW WATTLES (TYP)

G9.2

T3

PROJECT STAGING AND STORAGE

AREAS SHALL BE LOCATED IN THE

PARKING LOT, A MINIMUM OF 200 FT

FROM SURFACE WATERS.

C6.2

T6

CAP WATER SERVICE

AT EX METER

CAP EX SS SO THAT IT

CAN BE REUSED

CONCRETE

WASHOUT AREA G9.2

T4

2

KEY NOTES:

KEY NOTE:

TO REMAIN

TO BE REMOVED

SALVAGE

1

2

3

1

2

2

1

1

1

2

1

1

X

90% SUBMITTAL

DEBRIS BOOM

XX

XX

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30 G

AL

HW

X X X

X

X

X

XXXXX

X

SSSSSS

SSSSSS

WW

WW

WW

WW

WW

WW

WW

21+0

0

22+0

0

23+0

0

24+0

0

25+0

0

SSSSSS

SDSD

SDSD

SD

SD

SD

SD

SD

SD SD SD SDSD SD SD SD SD

SDSD

SDSD

SDSD

SDSD

WW

W

W

W

W

SD

SD

SD

SD

SD

SD

RESTROOM

2025

25

30

25

30

30

BUILD BERM TO FURTHERSCREEN 3: 1 MAX

PRESERVE DOUGLAS FIR

30

30

WETLAND BBOUNDARY

25

30

GENERAL NOTES:1. SEE UTILITY PLANS FOR WATER

AND SEWER DESIGN.2. ALL PROPOSED SD PIPES WITH

LESS THAN 2'-0" OF COVER SHALLBE SCHEDULE 80 PVC OR SDR-35.

RevStatus

Drawing Number

Scale at ANSI D

Eng check

Approved

Coordination

Dwg check

Drawn

DesignedTitle

Security

Client

App’dCh’k’dDescriptionDrawnDateRev

Project Number TotalB/O

9706 4TH AVE NESUITE 300SEATTLE, WA 98115

P: 206.523.0024WWW.DCGENGR.COM

Landscape Architects & Planners

2701 First Avenue, Suite 510Seattle, WA 98121t. 206.583.0620f.206.583.0623

MATCHLINE A

pw:\\mott-use-pw.bentley.com:mott-use-pw-10\Documents\353381-CITY OF KENMORE WATERFRONT IMP\Drawings_Models\02_C_Civil\SQUIRES LANDING_DCG.dwg May 7, 2020 - 2:47PM nick

27 96

1" = 20'

City of KenmoreSquires Landing ParkWaterfront Improvement Project

Drainage Control Plan 1

W. Zweig

G. Szoboszlai

N. Alexander

S. Robert

N. Alexander

S. Robert

C4.03533810 12/13/19 GS 60% Design Drawings WZ SR

0 20 40

SCALE IN FEET

LEGEND:SHEET FLOWPATH

PERMANENT 6' CHAINLINK FENCE

STORM DRAIN PIPEW/ TRENCHING PER:

WATER PIPE(SEE UTILITY PLANS)

SANITARY SEWER PIPE(SEE UTILITY PLANS)

TYPE 1CATCH BASIN

TYPE 1PCATCH BASIN

FLOW PATH

NEW TYPE 1 CATCH BASINPER FRONTAGE PLANS.SEE SHEET C3.0.

C4.2D3C4.2

D1 & D2

SD

WETLAND BUFFER

WETLAND BUFFER

BOAT STORAGE AREA TO BE MITIGATEDVIA SHEET FLOW FOR BASICDISPERSION WITH 10' FLOW PATH INTOEXISTING LANDSCAPING (TYP)

PATHWAYS TO BE MITIGATED VIASHEET FLOW FOR BASICDISPERSION WITH 10' FLOW PATHINTO EXISTING LANDSCAPING (TYP)

xx LF 4" SD @ XX% TO CONVEYRUNOFF FROM ROOF OF RESTROOMDOWNSPOUTS TO MAINLINE FORDISCHARGE INTO PROPOSED SWALE

C4.2D5

W

SSS

X L18A

PRE-FABRICATED CXT RESTROOMSEE SHEETS L18.1 AND L18.2

SEE SHEET C4.1

STORMFILTER CATCHBASIN W/ (4) 27" FILTERS

RIM 28.786" IE (S) XXX

6" IE (W) XXX6" IE (E) XXX

CATCH BASINRIM xxx

6" IE (S) xxx

CATCH BASINRIM xxx6" IE (N) xxx6" IE (S) xxx

CATCH BASINRIM xxx6" IE (N) xxx6" IE (W) xxx

xx LF 6" SD @ xx%

xxx LF 6" SD @ xxx%

xx LF 6" SD @ XXX%

xx LF 6" SD @ xx%

CATCH BASINRIM xxx

4" IE (S) xxx6" IE (W) xxx8" IE (E) xxx

90% SUBMITTAL

PARKING LOT CONVEYANCESYSTEM TO DAYLIGHT AT

NEW STORMWATER OUTFALL8" IE 23.50

C5.4D4

OUTLET CHANNEL

XX

FLOW PATH TOLAGOON

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

X

X

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X

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XX

XX

SSSSSS

SSSSSS

SSS

SSS

SSS

SSS

W

WW

FLOA

TG

AN

GW

AY

FLOA

T

GANGWAY

PICNIC PAVILION

BR

IDG

E

22

23

22

21

23

24

25

26

22

21

+ TW 26+ BW 25

21

1920

1920

18

+ ~24'

WETLAND CREATIONELEVATION TO +/- 21 ORLESS

19 20

18

2021

WETLAND CREATIONELEVATION TO +/- 21 ORLESS

+ 22.2

+ 21.72+ 21.77

+ 21.22

+ 20.76 + 23.87

+ 24.00+ 20.5

+ 22.2

+ 22.0

+ 22.0

+ 22.45+ 22

+ 22.0

+ 24.00

+ 24.00

+ 21.0

+ 22.0

+ 23.0

5%

2%

5%

+ 29

22

24

25

2628

2:1

1.5% + 22.0

2%

+ 22.1

+ 19.9

+ 22.45

+ 22.452%

RevStatus

Drawing Number

Scale at ANSI D

Eng check

Approved

Coordination

Dwg check

Drawn

DesignedTitle

Security

Client

App’dCh’k’dDescriptionDrawnDateRev

Project Number TotalB/O

9706 4TH AVE NESUITE 300SEATTLE, WA 98115

P: 206.523.0024WWW.DCGENGR.COM

Landscape Architects & Planners

2701 First Avenue, Suite 510Seattle, WA 98121t. 206.583.0620f.206.583.0623

GENERAL NOTES:1. SEE UTILITY PLANS FOR WATER AND SEWER

DESIGN.2. ALL PROPOSED SD PIPES WITH LESS THAN 2'-0" OF

COVER SHALL BE SCHEDULE 80 PVC OR SDR-35.

0 20 40

SCALE IN FEET

pw:\\mott-use-pw.bentley.com:mott-use-pw-10\Documents\353381-CITY OF KENMORE WATERFRONT IMP\Drawings_Models\02_C_Civil\SQUIRES LANDING_DCG.dwg May 7, 2020 - 2:47PM nick

28 96

1" = 20'

City of KenmoreSquires Landing ParkWaterfront Improvement Project

Drainage Control Plan 2

W. Zweig

G. Szoboszlai

N. Alexander

S. Robert

N. Alexander

S. Robert

C4.13533810 12/13/19 GS 60% Design Drawings WZ SR

WATER QUALITY BIOSWALE,EXACT ALIGNMENT AND DESIGN TBD

UTILIZE SHEET FLOW FOR BASICDISPERSION WITH 10' FLOW PATH

INTO EXISTING LANDSCAPING (TYP)

UTILIZE SHEET FLOW FOR BASICDISPERSION WITH 10' FLOW PATHINTO EXISTING LANDSCAPING (TYP)

WETLAND BUFFER

100-YEARFLOODPLAIN

100-YEARFLOODPLAIN

LEGEND:SHEET FLOWPATH

PERMANENT 6' CHAINLINK FENCE

STORM DRAIN PIPEW/ TRENCHING PER:

WATER PIPE(SEE UTILITY PLANS)

SANITARY SEWER PIPE(SEE UTILITY PLANS)

FLOW PATH

SDC4.2D5

W

SSS

XL18A

MATCHLINE ASEE SHEET C4.0

PRE-FABRICATED PICNIC PAVILIONSEE SHEET L18.4

90% SUBMITTALSWAMP CREEK

SWAMP CREEK