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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

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STPE-1065(010)

ER 8320 12

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

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STPE-1065(010)

ER 8320 12

SE S

S TAT

ON

PR

R E 43839 D G I ST E R E

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

DESIGNED BY:

STPE-1065(010)

ER 8320 12

SE S

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PR

R E 43839 D G I ST E R E

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

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STPE-1065(010)

ER 8320 12

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R1 INTERSECTION CURVE DATA

LE A . A S SY F WA S H A O

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1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

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R2 INTERSECTION CURVE DATA

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

DESIGNED BY:

STPE-1065(010)

ER 8320 12

SE S

S TAT

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R E 43839 D G I ST E R E

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

DESIGNED BY:

STPE-1065(010)

ER 8320 12

ON

PR

R E 43839 D G I ST E R E

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R3 INTERSECTION CURVE DATA

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

DESIGNED BY:

STPE-1065(010)

ER 8320 12

SE S

S T AT

ON

PR

R E 43839 D G I ST E R E

ES S IO

FEDERAL AID #:

I

T NG

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O

TO

LE A . A S SY F WA S H A

GI NA L E N


GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY ST EASEMENT CLEARING LIMITS

EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS

43

FINISH GRADES

+ TB 45.00 + TS 43.50

TOP OF BENCH TOP OF STEP SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

MATERIALS SCHEDULE SYMBOL

MATERIAL/ ELEMENT

REFERENCE

HARDSCAPE PERVIOUS ASPHALT

REFER TO CIVIL

ASPHALT

REFER TO CIVIL

CRUSHED ROCK PAVEMENT (CRUSHED ROCK SURFACING)

4 | LD-01

CONCRETE- FINISH TYPE 1

1 | LD-01

CONCRETE- FINISH TYPE 2 (TYPICAL BANDING)

2 | LD-01

CONCRETE-FINISH TYPE 3 (FLUSH TIES)

2 | LD-01

CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)

1 | LD-01

CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)

REFER TO CIVIL DETAILS & SPECS

URBAN DESIGN ELEMENTS LD-06 - LD-07 CEMENT CONCRETE MODULE (TIE) MODULE 01 MODULE 02B MODULE 01B MODULE 03 MODULE 02 MODULE 03B

WF 15 | 16

STEEL EDGING (METAL EDGE)

6 | LD-01

RAILING TYPE A - GUARDRAIL

1 | LD-03

RAILING TYPE B - SAFETY RAIL

5 | LD-02

WAYFINDING SIGN - SIGN BY OTHERS

REFER TO CIVIL

BIKE RACK

1 | LD-02

TRASH / RECYCLE RECEPTACLE

2 | LD-02

LE A . AS SY F WA S H A O

I

DATE

BY

CKD.

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1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

EE

N

OF

NO.

R

ON

S TA

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T NG

PR

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ES S IO

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

/12 /03 08

TO

SE S

TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS

GI NA L E N

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

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R5E


GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY ST EASEMENT CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS

43

FINISH GRADES

+ TB 45.00 + TS 43.50

TOP OF BENCH TOP OF STEP SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

MATERIALS SCHEDULE SYMBOL

MATERIAL/ ELEMENT

REFERENCE

HARDSCAPE

1 REDMOND WAY TRESTLE ENLARGEMENT LD-17 FOR FURTHER DETAIL SEE ENLARGEMENT

PERVIOUS ASPHALT

REFER TO CIVIL

ASPHALT

REFER TO CIVIL

CRUSHED ROCK PAVEMENT (CRUSHED ROCK SURFACING)

4 | LD-01

CONCRETE- FINISH TYPE 1

1 | LD-01

CONCRETE- FINISH TYPE 2 (TYPICAL BANDING)

2 | LD-01

CONCRETE-FINISH TYPE 3 (FLUSH TIES)

2 | LD-01

CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)

1 | LD-01

CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)

REFER TO CIVIL DETAILS & SPECS

URBAN DESIGN ELEMENTS LD-06 - LD-07 CEMENT CONCRETE MODULE (TIE) MODULE 01 MODULE 02B MODULE 01B MODULE 03 MODULE 02 MODULE 03B

WF 15 | 16

STEEL EDGING (METAL EDGE)

6 | LD-01

RAILING TYPE A - GUARDRAIL

1 | LD-03

RAILING TYPE B - SAFETY RAIL

5 | LD-02

WAYFINDING SIGN - SIGN BY OTHERS

REFER TO CIVIL

BIKE RACK

1 | LD-02

TRASH / RECYCLE RECEPTACLE

2 | LD-02

TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY ST EASEMENT CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS

43

FINISH GRADES

+ TB 45.00 + TS 43.50

TOP OF BENCH TOP OF STEP SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

MATERIALS SCHEDULE SYMBOL

MATERIAL/ ELEMENT

REFERENCE

HARDSCAPE

1 REDMOND WAY TRESTLE ENLARGEMENT LD-17 FOR FURTHER DETAIL SEE ENLARGEMENT

PERVIOUS ASPHALT

REFER TO CIVIL

ASPHALT

REFER TO CIVIL

CRUSHED ROCK PAVEMENT (CRUSHED ROCK SURFACING)

4 | LD-01

CONCRETE- FINISH TYPE 1

1 | LD-01

CONCRETE- FINISH TYPE 2 (TYPICAL BANDING)

2 | LD-01

CONCRETE-FINISH TYPE 3 (FLUSH TIES)

2 | LD-01

CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)

1 | LD-01

CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)

REFER TO CIVIL DETAILS & SPECS

URBAN DESIGN ELEMENTS LD-06 - LD-07 CEMENT CONCRETE MODULE (TIE) MODULE 01 MODULE 02B MODULE 01B MODULE 03 MODULE 02 MODULE 03B

WF 15 | 16

STEEL EDGING (METAL EDGE)

6 | LD-01

RAILING TYPE A - GUARDRAIL

1 | LD-03

RAILING TYPE B - SAFETY RAIL

5 | LD-02

WAYFINDING SIGN - SIGN BY OTHERS

REFER TO CIVIL

BIKE RACK

1 | LD-02

TRASH / RECYCLE RECEPTACLE

2 | LD-02

TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY ST EASEMENT CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS

2 LD-08

43

FINISH GRADES

+ TB 45.00 + TS 43.50

TOP OF BENCH TOP OF STEP SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

MATERIALS SCHEDULE SYMBOL

MATERIAL/ ELEMENT

REFERENCE

HARDSCAPE

1 161ST WEST ENLARGEMENT FOR FURTHER LD-10 DETAIL SEE ENLARGEMENT

1 LD-06

1 REDMOND CONNECTOR PARK ENLARGEMENT LD-09 FOR FURTHER DETAIL SEE ENLARGEMENT

2 LD-06

PERVIOUS ASPHALT

REFER TO CIVIL

ASPHALT

REFER TO CIVIL

CRUSHED ROCK PAVEMENT (CRUSHED ROCK SURFACING)

4 | LD-01

CONCRETE- FINISH TYPE 1

1 | LD-01

CONCRETE- FINISH TYPE 2 (TYPICAL BANDING)

2 | LD-01

CONCRETE-FINISH TYPE 3 (FLUSH TIES)

2 | LD-01

CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)

1 | LD-01

CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)

REFER TO CIVIL DETAILS & SPECS

URBAN DESIGN ELEMENTS LD-06 - LD-07 CEMENT CONCRETE MODULE (TIE) MODULE 01 MODULE 02B MODULE 01B MODULE 03 MODULE 02 MODULE 03B

1 161ST EAST ENLARGEMENT FOR FURTHER LD-11 DETAIL SEE ENLARGEMENT

WF 15 | 16

STEEL EDGING (METAL EDGE)

6 | LD-01

RAILING TYPE A - GUARDRAIL

1 | LD-03

RAILING TYPE B - SAFETY RAIL

5 | LD-02

WAYFINDING SIGN - SIGN BY OTHERS

REFER TO CIVIL

BIKE RACK

1 | LD-02

TRASH / RECYCLE RECEPTACLE

2 | LD-02

TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL SHEET LEGEND

1 161ST EAST ENLARGEMENT FOR FURTHER LD-11 DETAIL SEE ENLARGEMENT

1 REDMOND CONNECTOR PARK ENLARGEMENT LD-09 FOR FURTHER DETAIL SEE ENLARGEMENT

PROPERTY LINE EXISTING RIGHT-OF-WAY ST EASEMENT CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS

43

FINISH GRADES

+ TB 45.00

2 LD-07

+ TS 43.50

TOP OF BENCH TOP OF STEP SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

MATERIALS SCHEDULE SYMBOL 1 LD-07

1 LD-08

REFERENCE

HARDSCAPE

1 LEARY WEST ENLARGEMENT SEE LD-13 ENLARGEMENT FOR FURTHER DETAIL

1 BROWN STREET PLAZA ENLARGEMENT LD-12 FOR FURTHER DETAIL SEE ENLARGEMENT

MATERIAL/ ELEMENT

PERVIOUS ASPHALT

REFER TO CIVIL

ASPHALT

REFER TO CIVIL

CRUSHED ROCK PAVEMENT (CRUSHED ROCK SURFACING)

4 | LD-01

CONCRETE- FINISH TYPE 1

1 | LD-01

CONCRETE- FINISH TYPE 2 (TYPICAL BANDING)

2 | LD-01

CONCRETE-FINISH TYPE 3 (FLUSH TIES)

2 | LD-01

CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)

1 | LD-01

CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)

REFER TO CIVIL DETAILS & SPECS

URBAN DESIGN ELEMENTS LD-06 - LD-07 CEMENT CONCRETE MODULE (TIE) MODULE 01 MODULE 02B MODULE 01B MODULE 03 MODULE 02 MODULE 03B

WF 15 | 16

STEEL EDGING (METAL EDGE)

6 | LD-01

RAILING TYPE A - GUARDRAIL

1 | LD-03

RAILING TYPE B - SAFETY RAIL

5 | LD-02

WAYFINDING SIGN - SIGN BY OTHERS

REFER TO CIVIL

BIKE RACK

1 | LD-02

TRASH / RECYCLE RECEPTACLE

2 | LD-02

TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY

RELOCATE STORMWATER MONITORING CABINET

ST EASEMENT CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS

43

FINISH GRADES

+ TB 45.00 + TS 43.50

TOP OF BENCH TOP OF STEP SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

1 LEARY EAST ENLARGEMENT LD-14 SEE ENLARGEMENT FOR FURTHER DETAIL

MATERIALS SCHEDULE SYMBOL

MATERIAL/ ELEMENT

REFERENCE

HARDSCAPE

1 LEARY WEST LD-13 ENLARGEMENT SEE ENLARGEMENT FOR FURTHER DETAIL

PERVIOUS ASPHALT

REFER TO CIVIL

ASPHALT

REFER TO CIVIL

CRUSHED ROCK PAVEMENT (CRUSHED ROCK SURFACING)

4 | LD-01

CONCRETE- FINISH TYPE 1

1 | LD-01

CONCRETE- FINISH TYPE 2 (TYPICAL BANDING)

2 | LD-01

CONCRETE-FINISH TYPE 3 (FLUSH TIES)

2 | LD-01

CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)

1 | LD-01

CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)

REFER TO CIVIL DETAILS & SPECS

URBAN DESIGN ELEMENTS LD-06 - LD-07 CEMENT CONCRETE MODULE (TIE) MODULE 01 MODULE 02B MODULE 01B MODULE 03 MODULE 02 MODULE 03B

1 REDMOND CONNECTOR PARK ENLARGEMENT LD-09 FOR FURTHER DETAIL SEE ENLARGEMENT

WF 15 | 16

STEEL EDGING (METAL EDGE)

6 | LD-01

RAILING TYPE A - GUARDRAIL

1 | LD-03

RAILING TYPE B - SAFETY RAIL

5 | LD-02

WAYFINDING SIGN - SIGN BY OTHERS

REFER TO CIVIL

BIKE RACK

1 | LD-02

TRASH / RECYCLE RECEPTACLE

2 | LD-02

TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY ST EASEMENT 1 164TH INTERSECTION ENLARGEMENT LD-15 SEE ENLARGEMENT FOR FURTHER DETAIL

CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS

43

FINISH GRADES

+ TB 45.00 + TS 43.50

TOP OF BENCH TOP OF STEP SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

MATERIALS SCHEDULE SYMBOL

MATERIAL/ ELEMENT

REFERENCE

HARDSCAPE PERVIOUS ASPHALT

REFER TO CIVIL

ASPHALT

REFER TO CIVIL

CRUSHED ROCK PAVEMENT (CRUSHED ROCK SURFACING)

4 | LD-01

CONCRETE- FINISH TYPE 1

1 | LD-01

CONCRETE- FINISH TYPE 2 (TYPICAL BANDING)

2 | LD-01

CONCRETE-FINISH TYPE 3 (FLUSH TIES)

2 | LD-01

CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)

1 | LD-01

CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)

REFER TO CIVIL DETAILS & SPECS

URBAN DESIGN ELEMENTS LD-06 - LD-07 CEMENT CONCRETE MODULE (TIE) MODULE 01 MODULE 02B MODULE 01B MODULE 03 MODULE 02 MODULE 03B

WF 15 | 16

STEEL EDGING (METAL EDGE)

6 | LD-01

RAILING TYPE A - GUARDRAIL

1 | LD-03

RAILING TYPE B - SAFETY RAIL

5 | LD-02

WAYFINDING SIGN - SIGN BY OTHERS

REFER TO CIVIL

BIKE RACK

1 | LD-02

TRASH / RECYCLE RECEPTACLE

2 | LD-02

TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY ST EASEMENT CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS

43

FINISH GRADES

+ TB 45.00 + TS 43.50

TOP OF BENCH TOP OF STEP SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

MATERIALS SCHEDULE SYMBOL

MATERIAL/ ELEMENT

REFERENCE

HARDSCAPE

1 166TH WEST ENLARGEMENT LD-16 SEE ENLARGEMENT FOR FURTHER DETAIL

1 164TH INTERSECTION ENLARGEMENT LD-15 SEE ENLARGEMENT FOR FURTHER DETAIL

PERVIOUS ASPHALT

REFER TO CIVIL

ASPHALT

REFER TO CIVIL

CRUSHED ROCK PAVEMENT (CRUSHED ROCK SURFACING)

4 | LD-01

CONCRETE- FINISH TYPE 1

1 | LD-01

CONCRETE- FINISH TYPE 2 (TYPICAL BANDING)

2 | LD-01

CONCRETE-FINISH TYPE 3 (FLUSH TIES)

2 | LD-01

CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)

1 | LD-01

CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)

REFER TO CIVIL DETAILS & SPECS

URBAN DESIGN ELEMENTS LD-06 - LD-07 CEMENT CONCRETE MODULE (TIE) MODULE 01 MODULE 02B MODULE 01B MODULE 03 MODULE 02 MODULE 03B

WF 15 | 16

STEEL EDGING (METAL EDGE)

6 | LD-01

RAILING TYPE A - GUARDRAIL

1 | LD-03

RAILING TYPE B - SAFETY RAIL

5 | LD-02

WAYFINDING SIGN - SIGN BY OTHERS

REFER TO CIVIL

BIKE RACK

1 | LD-02

TRASH / RECYCLE RECEPTACLE

2 | LD-02

TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY 1 166TH WEST ENLARGEMENT LD-16 FOR FURTHER DETAIL SEE ENLARGEMENT

ST EASEMENT CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS

43

FINISH GRADES

+ TB 45.00 + TS 43.50

TOP OF BENCH TOP OF STEP SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

MATERIALS SCHEDULE SYMBOL

MATERIAL/ ELEMENT

REFERENCE

HARDSCAPE PERVIOUS ASPHALT

REFER TO CIVIL

ASPHALT

REFER TO CIVIL

CRUSHED ROCK PAVEMENT (CRUSHED ROCK SURFACING)

4 | LD-01

CONCRETE- FINISH TYPE 1

1 | LD-01

CONCRETE- FINISH TYPE 2 (TYPICAL BANDING)

2 | LD-01

CONCRETE-FINISH TYPE 3 (FLUSH TIES)

2 | LD-01

CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)

1 | LD-01

CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)

REFER TO CIVIL DETAILS & SPECS

URBAN DESIGN ELEMENTS LD-06 - LD-07 CEMENT CONCRETE MODULE (TIE) MODULE 01 MODULE 02B MODULE 01B MODULE 03 MODULE 02 MODULE 03B

COORDINATION WITH ARTIST, REFER TO SPECIFICATION 8-37 FOR COORDINATION AND BID ITEM

WF 15 | 16

STEEL EDGING (METAL EDGE)

6 | LD-01

RAILING TYPE A - GUARDRAIL

1 | LD-03

RAILING TYPE B - SAFETY RAIL

5 | LD-02

WAYFINDING SIGN - SIGN BY OTHERS

REFER TO CIVIL

BIKE RACK

1 | LD-02

TRASH / RECYCLE RECEPTACLE

2 | LD-02

TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY ST EASEMENT CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS

43

FINISH GRADES

+ TB 45.00 + TS 43.50

TOP OF BENCH TOP OF STEP SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

MATERIALS SCHEDULE SYMBOL

MATERIAL/ ELEMENT

REFERENCE

HARDSCAPE PERVIOUS ASPHALT

REFER TO CIVIL

ASPHALT

REFER TO CIVIL

CRUSHED ROCK PAVEMENT (CRUSHED ROCK SURFACING)

4 | LD-01

CONCRETE- FINISH TYPE 1

1 | LD-01

CONCRETE- FINISH TYPE 2 (TYPICAL BANDING)

2 | LD-01

CONCRETE-FINISH TYPE 3 (FLUSH TIES)

2 | LD-01

CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)

1 | LD-01

CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)

REFER TO CIVIL DETAILS & SPECS

URBAN DESIGN ELEMENTS LD-06 - LD-07 CEMENT CONCRETE MODULE (TIE) MODULE 01 MODULE 02B MODULE 01B MODULE 03 MODULE 02 MODULE 03B

WF 15 | 16

STEEL EDGING (METAL EDGE)

6 | LD-01

RAILING TYPE A - GUARDRAIL

1 | LD-03

RAILING TYPE B - SAFETY RAIL

5 | LD-02

WAYFINDING SIGN - SIGN BY OTHERS

REFER TO CIVIL

BIKE RACK

1 | LD-02

TRASH / RECYCLE RECEPTACLE

2 | LD-02

TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY ST EASEMENT CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS

43

FINISH GRADES

+ TB 45.00 + TS 43.50

TOP OF BENCH TOP OF STEP SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

MATERIALS SCHEDULE SYMBOL

MATERIAL/ ELEMENT

REFERENCE

HARDSCAPE PERVIOUS ASPHALT

REFER TO CIVIL

ASPHALT

REFER TO CIVIL

CRUSHED ROCK PAVEMENT (CRUSHED ROCK SURFACING)

4 | LD-01

CONCRETE- FINISH TYPE 1

1 | LD-01

CONCRETE- FINISH TYPE 2 (TYPICAL BANDING)

2 | LD-01

CONCRETE-FINISH TYPE 3 (FLUSH TIES)

2 | LD-01

CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)

1 | LD-01

CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)

REFER TO CIVIL DETAILS & SPECS

URBAN DESIGN ELEMENTS LD-06 - LD-07 CEMENT CONCRETE MODULE (TIE) MODULE 01 MODULE 02B MODULE 01B MODULE 03 MODULE 02 MODULE 03B

WF 15 | 16

STEEL EDGING (METAL EDGE)

6 | LD-01

RAILING TYPE A - GUARDRAIL

1 | LD-03

RAILING TYPE B - SAFETY RAIL

5 | LD-02

WAYFINDING SIGN - SIGN BY OTHERS

REFER TO CIVIL

BIKE RACK

1 | LD-02

TRASH / RECYCLE RECEPTACLE

2 | LD-02

TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY ST EASEMENT CLEARING LIMITS

EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS

170TH TRESTLE RENOVATION, REFER TO STRUCTURAL PLANS

43

FINISH GRADES

+ TB 45.00 + TS 43.50

TOP OF BENCH TOP OF STEP SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

MATERIALS SCHEDULE SYMBOL

MATERIAL/ ELEMENT

REFERENCE

HARDSCAPE PERVIOUS ASPHALT

REFER TO CIVIL

ASPHALT

REFER TO CIVIL

CRUSHED ROCK PAVEMENT (CRUSHED ROCK SURFACING)

4 | LD-01

CONCRETE- FINISH TYPE 1

1 | LD-01

CONCRETE- FINISH TYPE 2 (TYPICAL BANDING)

2 | LD-01

CONCRETE-FINISH TYPE 3 (FLUSH TIES)

2 | LD-01

CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)

1 | LD-01

CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)

REFER TO CIVIL DETAILS & SPECS

URBAN DESIGN ELEMENTS LD-06 - LD-07 CEMENT CONCRETE MODULE (TIE) MODULE 01 MODULE 02B MODULE 01B MODULE 03 MODULE 02 MODULE 03B

WF 15 | 16

STEEL EDGING (METAL EDGE)

6 | LD-01

RAILING TYPE A - GUARDRAIL

1 | LD-03

RAILING TYPE B - SAFETY RAIL

5 | LD-02

WAYFINDING SIGN - SIGN BY OTHERS

REFER TO CIVIL

BIKE RACK

1 | LD-02

TRASH / RECYCLE RECEPTACLE

2 | LD-02

TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY ST EASEMENT CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS

43

FINISH GRADES

+ TB 45.00 + TS 43.50

TOP OF BENCH TOP OF STEP SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

MATERIALS SCHEDULE SYMBOL

MATERIAL/ ELEMENT

REFERENCE

HARDSCAPE PERVIOUS ASPHALT

REFER TO CIVIL

ASPHALT

REFER TO CIVIL

CRUSHED ROCK PAVEMENT (CRUSHED ROCK SURFACING)

4 | LD-01

CONCRETE- FINISH TYPE 1

1 | LD-01

CONCRETE- FINISH TYPE 2 (TYPICAL BANDING)

2 | LD-01

CONCRETE-FINISH TYPE 3 (FLUSH TIES)

2 | LD-01

CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)

1 | LD-01

CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)

REFER TO CIVIL DETAILS & SPECS

URBAN DESIGN ELEMENTS LD-06 - LD-07 CEMENT CONCRETE MODULE (TIE) MODULE 01 MODULE 02B MODULE 01B MODULE 03 MODULE 02 MODULE 03B

WF 15 | 16

STEEL EDGING (METAL EDGE)

6 | LD-01

RAILING TYPE A - GUARDRAIL

1 | LD-03

RAILING TYPE B - SAFETY RAIL

5 | LD-02

WAYFINDING SIGN - SIGN BY OTHERS

REFER TO CIVIL

BIKE RACK

1 | LD-02

TRASH / RECYCLE RECEPTACLE

2 | LD-02

TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY ST EASEMENT CLEARING LIMITS

EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS

43

FINISH GRADES

+ TB 45.00

TOP OF BENCH

+ TS 43.50

TOP OF STEP SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

2 LD-07

1 LD-07

MATERIALS SCHEDULE SYMBOL

MATERIAL/ ELEMENT

REFERENCE

HARDSCAPE PERVIOUS ASPHALT

REFER TO CIVIL

ASPHALT

REFER TO CIVIL

CRUSHED ROCK PAVEMENT (CRUSHED ROCK SURFACING)

4 | LD-01

CONCRETE- FINISH TYPE 1

1 | LD-01

CONCRETE- FINISH TYPE 2 (TYPICAL BANDING)

2 | LD-01

CONCRETE-FINISH TYPE 3 (FLUSH TIES)

2 | LD-01

CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)

1 | LD-01

CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)

REFER TO CIVIL DETAILS & SPECS

URBAN DESIGN ELEMENTS LD-06 - LD-07 CEMENT CONCRETE MODULE (TIE) MODULE 01 MODULE 02B MODULE 01B MODULE 03 MODULE 02 MODULE 03B

WF 15 | 16

STEEL EDGING (METAL EDGE)

6 | LD-01

RAILING TYPE A - GUARDRAIL

1 | LD-03

RAILING TYPE B - SAFETY RAIL

5 | LD-02

WAYFINDING SIGN - SIGN BY OTHERS

REFER TO CIVIL

BIKE RACK

1 | LD-02

TRASH / RECYCLE RECEPTACLE

2 | LD-02

TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


LANDSCAPE SCHEDULE OF MATERIALS PAVEMENTS / FLATWORK MATERIAL

SYMBOL

BS TS

REFERENCE

DESCRIPTION

FINISH

NOTES REFER TO CIVIL

PERVIOUS ASPHALT

REFER TO CIVIL

REFER TO CIVIL

REFER TO CIVIL

PRIMARY TRAIL PAVEMENT (ASPHALT BASE BID)

REFER TO CIVIL

REFER TO CIVIL

REFER TO CIVIL

CEMENT CONCRETE PAVEMENT - FINISH TYPE 1

1 | LD-01

TYPICAL TRAIL & TYPICAL STAIRCASE

SPECIFICATION 8-14.2

SCORE PER SPECS & PLANS

CEMENT CONCRETE PAVEMENT - FINISH TYPE 2

2 | LD-01

TRAIL "BANDING"

SPECIFICATION 8-14.2

SCORE PER SPECS & PLANS

CEMENT CONCRETE PAVEMENT - FINISH TYPE 3

2 | LD-01

FLUSH TIES

SPECIFICATION 8-14.2

SCORE PER SPECS & PLANS

CEMENT CONCRETE PAVEMENT - FINISH TYPE 4

1 | LD-01

SPECIALTY CONCRETE

SPECIFICATION 8-14.2

SCORE PER SPECS, PLANS & AS NOTED

CEMENT CONCRETE PAVEMENT - FINISH TYPE 5

CITY STD.

ROADWAY MEDIAN

SPECIFICATION 5-05

10' O.C. STD SCORING

CEMENT CONCRETE STAIRCASE

2 | LD-02

MATCH FINISH TYPE 1

SPECIFICATION 8-14.2

CRUSHED ROCK PAVEMENT (CRUSHED ROCK SURFACING)

4 | LD-01

SPECIFICATION 4-04.3(4)

CRUSHED ROCK AND EMBEDDED RAIL PAVEMENT (CRUSHED ROCK SURFACING)

5 | LD-01

SPECIFICATION 4-04.3(4)

EMBEDDED RAILS RECLAIMED AND PROVIDED BY CITY OF REDMOND ON SITE, IN SECURE LOCATION.

DESCRIPTION

FINISH

NOTES

SITE FURNISHINGS SYMBOL

WF 15 | 16

MATERIAL

REFERENCE

CEMENT CONCRETE MODULE- MODULE 01

1 | LD-04

PRECAST CONCRETE MODULE

SPECIFICATION 8-27.3

LAYOUT & ELEVATIONS PER PLANS, FIELD VERIFY W ENGINEER PRIOR TO PLACEMENT

CEMENT CONCRETE MODULE - MODULE 01B

1 | LD-04

PRECAST CONCRETE MODULE

SPECIFICATION 8-27.3

LAYOUT & ELEVATIONS PER PLANS, FIELD VERIFY W ENGINEER PRIOR TO PLACEMENT

CEMENT CONCRETE MODULE - MODULE 02

2 | LD-04

PRECAST CONCRETE MODULE

SPECIFICATION 8-27.3

LAYOUT & ELEVATIONS PER PLANS, FIELD VERIFY W ENGINEER PRIOR TO PLACEMENT

CEMENT CONCRETE MODULE - MODULE 02B

2 | LD-04

PRECAST CONCRETE MODULE

SPECIFICATION 8-27.3

LAYOUT & ELEVATIONS PER PLANS, FIELD VERIFY W ENGINEER PRIOR TO PLACEMENT

CEMENT CONCRETE MODULE - MODULE 03

1 | LD-05

PRECAST CONCRETE MODULE

SPECIFICATION 8-27.3

LAYOUT & ELEVATIONS PER PLANS, FIELD VERIFY W ENGINEER PRIOR TO PLACEMENT

CEMENT CONCRETE MODULE - MODULE 03B

1 | LD-05

PRECAST CONCRETE MODULE

SPECIFICATION 8-27.3

LAYOUT & ELEVATIONS PER PLANS, FIELD VERIFY W ENGINEER PRIOR TO PLACEMENT

BIKE RACK

1 | LD-02

FOOTING MOUNTED BIKE RACK

SPECIFICATION 8-36.1

FOOTING REQUIRED FOR INSTALLATION

TRASH RECEPTACLE

2 | LD-02

SURFACE MOUNT, SIDE LOADING RECEPTACLE

SPECIFICATION 8-35.2

DUAL TRASH / RECYCLING CONTAINER WITH SPLIT LINER AND LID

METAL EDGE

6 | LD-01

4 INCH EXTERIOR GRADE ALUMINUM EDGE

SPECIFICATION 8-02.2

INSTALL WITH STAKES AND CONNECTORS PER DETAIL

WAYFINDING SIGN AND POST

PER CITY STD.

CITY PROVIDED FURNISHING, CONTACTOR TO PROVIDE FOOTINGS AT LOCATIONS SHOWN ON PLAN, INSTALL PER CITY STD PLANS AND SPECIFICATIONS

BLACK VINYL COATED CHAINLINK FENCE

REFER TO DETAIL

REFER TO CIVIL FOR LAYOUT OF RAILING ON PLANS REFER TO CIVIL FOR LAYOUT OF RAILING ON PLANS ALL WELDS TO BE GROUND SMOOTH, NO SHARP EDGES

WAYFINDING SIGN (INSTALLATION ONLY)

1 | LD-03

RAILING TYPE A - GUARDRAIL

+ TS 43.5 + TS 44.0 + TS 44.5 +FS 45.0

REFER TO CIVIL

RAILING TYPE B - SAFETY RAIL

5 | LD-02

WOOD POST WITH 2 CABLE RAILS

POST & GALV. BRAIDED ROPE PER DETAIL

HANDRAIL (AT STAIRS)

3 | LD-02

316 STAINLESS STEEL RAILING WITH SKATE STOPS, UNLESS OTHERWISE NOTED

MATCH RAILING FINISH

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL PLANTING NOTES 1. REFER TO SHEET PP-16 FOR COMPLETE PLANT SCHEDULE, SCHEDULE ON PLANS FOR GRAPHIC REFERENCE ONLY. 2. REFER TO LD-18 FOR PLANTING AND TURF / LAWN UNDERDRAIN DETAILS

GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY CLEARING LIMITS

EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS EXISTING TREES & CANOPY TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS 43

FINISH GRADES SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

PE RF. PI . 4" PE 65 L.F

--> OPE N. SL % MI @ 0.5

PROVIDE TREES FOR PLANTING ON ABUTMENT: STATION 12+00 - 14+00, REFER TO PP15, PLANTING SCHEDULE. x 12 ACER MACROPHYLLUM x 30 ALNUS RUBRA x 12 PSUDOTSUGA MENZISII TREES ARE TO BE LOCATED AS DIRECTED BY THE ENGINEER.

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL PLANTING NOTES 1. REFER TO SHEET PP-16 FOR COMPLETE PLANT SCHEDULE, SCHEDULE ON PLANS FOR GRAPHIC REFERENCE ONLY. 2. REFER TO LD-18 FOR PLANTING AND TURF / LAWN UNDERDRAIN DETAILS

GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS EXISTING TREES & CANOPY TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS 43

FINISH GRADES SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

PE RF. PI . 4" PE 65 L.F

--> OPE N. SL % MI @ 0.5

PROVIDE TREES FOR PLANTING ON ABUTMENT: STATION 14+00 - 18+50, REFER TO PP15, PLANTING SCHEDULE. x 15 ACER MACROPHYLLUM x 24 ALNUS RUBRA x 15 PSUDOTSUGA MENZISII TREES ARE TO BE LOCATED AS DIRECTED BY THE ENGINEER.

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL PLANTING NOTES 1. REFER TO SHEET PP-16 FOR COMPLETE PLANT SCHEDULE, SCHEDULE ON PLANS FOR GRAPHIC REFERENCE ONLY. 2. REFER TO LD-18 FOR PLANTING AND TURF / LAWN UNDERDRAIN DETAILS

GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS EXISTING TREES & CANOPY TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS 43

FINISH GRADES SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

PE RF. PI . 4" PE 65 L.F

--> OPE N. SL % MI @ 0.5

PROVIDE TREES FOR PLANTING ON ABUTMENT: STATION 18+50 - 23+00, REFER TO PP15, PLANTING SCHEDULE. x 20 ACER MACROPHYLLUM x 35 ALNUS RUBRA x 20 PSUDOTSUGA MENZISII TREES ARE TO BE LOCATED AS DIRECTED BY THE ENGINEER.

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL PLANTING NOTES 1. REFER TO SHEET PP-16 FOR COMPLETE PLANT SCHEDULE, SCHEDULE ON PLANS FOR GRAPHIC REFERENCE ONLY. 2. REFER TO LD-18 FOR PLANTING AND TURF / LAWN UNDERDRAIN DETAILS

GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS EXISTING TREES & CANOPY TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS 43

FINISH GRADES SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

PE RF. PI . 4" PE 65 L.F

--> OPE N. SL % MI @ 0.5

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL PLANTING NOTES 1. REFER TO SHEET PP-16 FOR COMPLETE PLANT SCHEDULE, SCHEDULE ON PLANS FOR GRAPHIC REFERENCE ONLY. 2. REFER TO LD-18 FOR PLANTING AND TURF / LAWN UNDERDRAIN DETAILS

GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS EXISTING TREES & CANOPY TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS 43

FINISH GRADES SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

PE RF. PI . 4" PE 65 L.F

--> OPE N. SL % MI @ 0.5

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL PLANTING NOTES 1. REFER TO SHEET PP-16 FOR COMPLETE PLANT SCHEDULE, SCHEDULE ON PLANS FOR GRAPHIC REFERENCE ONLY. 2. REFER TO LD-18 FOR PLANTING AND TURF / LAWN UNDERDRAIN DETAILS

GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS EXISTING TREES & CANOPY TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS 43

FINISH GRADES SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

PE RF. PI . 4" PE 65 L.F

--> OPE N. SL % MI @ 0.5

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL PLANTING NOTES 1. REFER TO SHEET PP-16 FOR COMPLETE PLANT SCHEDULE, SCHEDULE ON PLANS FOR GRAPHIC REFERENCE ONLY. 2. REFER TO LD-18 FOR PLANTING AND TURF / LAWN UNDERDRAIN DETAILS

GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS EXISTING TREES & CANOPY TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS 43

FINISH GRADES SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

PE RF. PI . 4" PE 65 L.F

--> OPE N. SL % MI @ 0.5

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL PLANTING NOTES 1. REFER TO SHEET PP-16 FOR COMPLETE PLANT SCHEDULE, SCHEDULE ON PLANS FOR GRAPHIC REFERENCE ONLY. 2. REFER TO LD-18 FOR PLANTING AND TURF / LAWN UNDERDRAIN DETAILS

GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS EXISTING TREES & CANOPY TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS 43

FINISH GRADES SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

PE RF. PI . 4" PE 65 L.F

--> OPE N. SL % MI @ 0.5

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL PLANTING NOTES 1. REFER TO SHEET PP-16 FOR COMPLETE PLANT SCHEDULE, SCHEDULE ON PLANS FOR GRAPHIC REFERENCE ONLY. 2. REFER TO LD-18 FOR PLANTING AND TURF / LAWN UNDERDRAIN DETAILS

GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS EXISTING TREES & CANOPY TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS 43

FINISH GRADES SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

PE RF. PI . 4" PE 65 L.F

--> OPE N. SL % MI @ 0.5

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL PLANTING NOTES 1. REFER TO SHEET PP-16 FOR COMPLETE PLANT SCHEDULE, SCHEDULE ON PLANS FOR GRAPHIC REFERENCE ONLY. 2. REFER TO LD-18 FOR PLANTING AND TURF / LAWN UNDERDRAIN DETAILS

GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS EXISTING TREES & CANOPY TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS 43

FINISH GRADES SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

PE RF. PI . 4" PE 65 L.F

--> OPE N. SL % MI @ 0.5

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL PLANTING NOTES 1. REFER TO SHEET PP-16 FOR COMPLETE PLANT SCHEDULE, SCHEDULE ON PLANS FOR GRAPHIC REFERENCE ONLY. 2. REFER TO LD-18 FOR PLANTING AND TURF / LAWN UNDERDRAIN DETAILS

GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS EXISTING TREES & CANOPY TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS FINISH GRADES

43

SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

PE @

RF. PI

. 4" PE

65 L.F

0.5%

MIN.

E -->

SLOP

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL PLANTING NOTES 1. REFER TO SHEET PP-16 FOR COMPLETE PLANT SCHEDULE, SCHEDULE ON PLANS FOR GRAPHIC REFERENCE ONLY. 2. REFER TO LD-18 FOR PLANTING AND TURF / LAWN UNDERDRAIN DETAILS

GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS EXISTING TREES & CANOPY TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS 43

FINISH GRADES SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

PE RF. PI . 4" PE 65 L.F

--> OPE N. SL % MI @ 0.5

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


GENERAL PLANTING NOTES 1. REFER TO SHEET PP-16 FOR COMPLETE PLANT SCHEDULE, SCHEDULE ON PLANS FOR GRAPHIC REFERENCE ONLY. 2. REFER TO LD-18 FOR PLANTING AND TURF / LAWN UNDERDRAIN DETAILS

GENERAL SHEET LEGEND PROPERTY LINE EXISTING RIGHT-OF-WAY CLEARING LIMITS EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS EXISTING TREES & CANOPY TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS FINISH GRADES

43

SIGNAL ELEMENTS, REFER TO SG-PLANS LIGHTING ELEMENTS, REFER TO IL-PLANS.

TREES AND CONTAINER PLANTS WITHIN THIS AREA SHALL BE BID AS SCHEDULE B BID ITEMS, REFER TO SPECIFICATIONS. HYDROSEED AND TREE PROTECTION AND PRESERVATION IN THIS AREA SHALL BE PART OF THE SCHEDULE A BASE BID QUANTITIES.

/12 /03 08

NO.

PE @

RF. PI

. 4" PE

65 L.F

DATE

0.5%

MIN.

E -->

SLOP

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


1/4" MINUS CRUSHED ROCK SURFACING

CONCRETE FINISH, REFER TO PLANS

VARIES AS REQUIRED FOR 4:1 MAX. SLOPE RETURN TO EXISTING GRADE

95% COMPACTED SUBGRADE

2" 321"

1 2"

2.0% MAX. 4:1 MAX.

2" MIN.

MINUS CRUSHED ROCK

TRAIL PAVING MATERIAL VARIES, SEE PLANS

ADJACENT TOPSOIL, MULCH OR CRUSHED ROCK PAVING, SEE PLANS 3"

8"

1 2"

3 TRAIL EDGE TRANSITION LD-01

4"

5

2'-0" VERTICAL CLEAR ZONE MATERIAL VARIES, SEE PLANTING PLAN & LANDSCAPE PLAN

1 4" MAX.

9 PAVING JOINTS LD-01

45°

5/8" MINUS CRUSHED ROCK COMPACTED TO 95% (TYP.)

SEED/RESTORE TO LIMITS OF GRADING AND DISTURBANCE

95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL (TYP.)

1

CEMENT CONCRETE PAVEMENT - FINISH TYPE 1 & 4

2

CEMENT CONCRETE PAVEMENT - FINISH TYPE 2 & 3

3

SHOVEL CUT EDGE ADJACENT CONDITION VARIES, REFER TO PLANS

TRAIL EDGE TRANSITION (24+00 - 60+00)

4

CRUSHED ROCK PAVEMENT

IMBEDDED RAILS WITHIN CRUSHED ROCK PAVING SHALL BE LOCATED APPROXIMATELY PER PLANS WITH REVIEW AND DIRECTION FOR CONTRACTOR ADJUSTMENT BY ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FINAL INSTALLATION AND BACK FILLING.

2" AS REQUIRED TO MEET TOP OF RAIL

4 CRUSHED ROCK LD-01 PAVEMENT

1 VINYL COATED CHAIN LINK LD-03 FENCE

EDGE/TRANSITION FROM PAVING TO ADJACENT CONDITION, EACH SIDE VARIES 18" MIN. CLR.

6"

SALVAGED RAILS (PROVIDED BY OWNER), GRIND SMOOTH ALL EXPOSED CUTS AND EDGES. SET PLUMB AND LEVEL PRIOR TO 2 1/2", 5/8" MINUS LIFT.REFER TO PLANS FOR LENGTH AND LAYOUT.

1'-0"

321"

1 2"

1 2"

FLUSH

6" STEEL EDGE

ADJACENT CONDITION, REFER TO PLANS

1' CLR. MIN. (FACE OF FENCE)

4"

FLUSH

1 CEMENT CONCRETE PAVEMENT LD-01 FINISH TYPE 1 & 4 12' MIN.

2' MIN. SEE PLANS

6" MIN. 1' MAX. BELOW ABOVE GRADE GRADE

1 2"

3"

2' VERTICAL CLEAR ZONE

ANCHOR PER SPECS

ADJACENT CONDITION VARIES, REFER TO PLANS 95% COMPACTED SUBGRADE

RAIL AT EDGE/TRANSITION SHALL BE SET PER PLANS AND FIELD VERIFIED WITH ENGINEER OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.

5 RAILING TYPE B - SAFETY LD-02 RAIL

4 CRUSHED ROCK LD-01 PAVEMENT

95% COMPACTED SUBGRADE. PLACE AND COMPACT CRUSHED ROCK TO PROVIDE UNIFORM SUBGRADE FOR RAIL PLACEMENT WITH 1% MINIMUM 2% MAXIMUM PER PLANS.

VARIES

45°

(4) CONTINUOUS #4 REBAR, 1 2"1 CLR., 2-1/2" CLR. AT VERTICAL FACE

4' 12" MIN.

EXISTING RAIL ABUTMENT GRADE, TYP.

# 4 REBAR @ 18" O.C

2:1 SLOPE MAX.

NOTE:¬ CONTRACTOR SHALL ASSUME PLACEMENT OF ALL RAILS ON SITE AS IDENTIFIED FOR RE-USE.¬ (FOR BID PURPOSES _ LENGTHS. ASSUME PLACEMENT OF 125 RAILS @ 30' (+)

STEEL EDGING

TRAIL PROFILE (STATION POINT 16+27 - 16+57)

7

2 CEMENT CONCRETE LD-01 PAVEMENT - FINISH TYPE 2 &3

CONTROL JOINT: 3/16" TOOLED RADIUS WITHOUT SHINER (NO TOOL MARKS) OR SAWCUT JOINT (SEE PLANS)

TE

8

NO.

DATE

BY

CKD.

REVISION

R

4" 5 8" MINUS CRUSHED ROCK

95% COMPACTED SUBGRADE /12 /03 08

4'

# 4 REBAR @ 18" O.C

TRAIL PROFILE (STATION POINT 17+77 - 18+50)

GI NA L E N

2"

2:1 SLOPE MAX.

(4) CONTINUOUS #4 REBAR, 1 2"1 CLR., 2-1/2" CLR. AT VERTICAL FACE

EXPANSION JOINT: 3/8" WIDE PER 18-14.3 (3). USE WHERE SLABS MEETS ALL VERTICAL SURFACES AND AS INDICATED ON PLANS. 3/16" TOOLED RADIUS ON SLAB EDGE WITHOUT SHINER (NO TOOL MARKS).

4"

R E 43839 D G I ST E R E

ES S IO

EE

4" 1' CLR. MIN. (FACE OF FENCE)

2 CEMENT CONCRETE LD-01 PAVEMENT - FINISH TYPE 2 &3

ADJ. SURFACE VARIES, SEE PLANS

6" MIN. 1' MAX. BELOW ABOVE GRADE GRADE

12' MIN.

12" DOWEL, #3 REBAR

I

ON

1' CLR. MIN. (FACE OF FENCE)

O

T NG

9 PAVING JOINTS LD-01

OF

4"

1 CEMENT CONCRETE PAVEMENT FINISH TYPE 1 & 4 LD-01

LE A . AS SY F WA S H A

TO

SE S

#4 REBAR CONT. @ EACH NOSE

PR

MIN. 1/3 DEPTH OF SLAB

1 VINYL COATED CHAIN LINK FENCE LD-03

COLD JOINT: W/ 1/4" TOOLED RADIUS WITHOUT SHINER (NO TOOL MARKS),TYP. SCORE JOINT (PATTERN JOINT): 3/16" TOOLED RADIUS W/ 3/8" MIN. DEPTH WITHOUT SHINER (NO TOOL MARKS) OR SAWCUT, SEE PLANS (SEE PLAN FOR SCORING PATTERNS)

#4 REBAR @ 8" O.C. CONTROL JOINT, SEE PLANS

S TA

1 SLOPE MAX.

N

6

1'

CRUSHED ROCK AND EMBEDDED RAIL PAVEMENT

4"

5

4"

9

PAVING JOINTS

8"

10

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

STEP AT FLUSH TIE

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E

8" 1'

2"


2'-021"

0.25" x 2" MILD STEEL FLAT BAR RUBBER BUMPER MATERIAL, SANTOPRENE OR APPROVED EQUAL

2"

R3"

121"

1'-221"

R3 "

SKATE STOP - 14" 316 S.S. TABS UNLESS NOTED OTHERWISE, MATCH RAIL FINISH, WELDED TO RAIL AT 48" O.C.

2" x 1" x 0.120" MILD STEEL RECTANGULAR TUBING

3" 01. SECTION

TOP VIEW

SCALE: 3"=1'-0"

.

R6"

1" MIN. COVER OVER BASE OF RACK

EQ

1'-021"

2'-8"

121"

1/8" THICK SPUN ALUMINUM OPENING LID WITH TWO OPENINGS AND CLOSURE FLAPS.

63 8"

2'-021"

. 1' MIN. TYP.

ONE SIDE DEDICATED TO LITTER, ONE SIDE DEDICATED TO RECYCLING. PROVIDE SPLIT LINER

2" x 1" x 0.120" MILD STEEL RECTANGULAR TUBING WITH RUBBER BUMPER ON EACH SIDE 5 CRUSHED ROCK AND LD-01 EMBEDDED RAIL PAVEMENT

EQ

R3 " 1-1/2" O.D. 316 S.S. RAIL, TYP. UNLESS OTHERWISE NOTED

2'-10"

01

ACCESS GATE LOCK

4' MAX.

1" x 1" SOLID STEEL SUPPORT LEG EQ

3'-43 4"

4" x 1/2" Ø REBAR CROSS ANCHOR

1-1/2" x 3/16" ALUMINUM VERTICAL STRAPS, WELDED TO TOP AND BOTTOM ALUMINUM RINGS

4"

CONCRETE FOOTING 95% COMPACTED SUBGRADE

1'-1021"

SIDE VIEW 01

LITTER-RECYCLING RECEPTACLE

3 HAND RAIL LD-02

EXPANSION JOINT, TYP.

TACTILE WARNING STAIR NOSING GROOVES

SLOPE TO DRAIN 1"

8'-0" O.C.

8" LONG SMOOTH STEEL ROD GREASE AND SLEEVE ONE END, TYP. AT 3'-0" O.C.

TERMINAL POST: 100' MAX. TO NEXT TERMINAL POST. IF TERMINAL POST OCCUR W/N LINE THEN PROVIDE POST BRACING ON EA. SIDE.

3'-6"

#4 REBAR CONTINUOUS AT EACH NOSING

POST CONNECTION: 21" JAW AND THREADED ROD TURNBUCKLE ASSEMBLY.

45°

1'-6"MIN.

4

NO.

DATE

BY

CKD.

2'-6"

GALV. IWRC WIRE ROPE

NOTES: 1. ALL HARDWARE TO BE GALVANIZED STEEL. 2. ALL THREADED RODS, EYE BOLTS NUT AND WASHERS TO BE 21" SIZE. 3. CONTRACTOR TO SUBMIT SHOP DRAWINGS PRIOR TO CONSTRUCTION. 4. ALL NUTS TO BE LOCKNUTS WITH LOCKING WASHERS. 1'-6" Ø

5

REVISION

3 8

1'-0" Ø

95% COMPACTED SUBGRADE UNDISTURBED NATIVE SOIL

CONCRETE STAIR

CABLE:

BRACE ANCHORING: SPELTER SOCKET W/ JAW END. ANCHOR TO CONC. FTG. W/ THREADED EYE BOLT W/ NUT AND WASHER

6" TYP.

IN.

6"M

#4 REBAR AT 18" O.C. BOTH WAYS 3" CLEAR FROM EDGE

1'-6"

6" R41"

POST BRACING: 21" JAW AND JAW TURNBUCKLE ASSEMBLY. CONNECT TO POST W/ THREADED EYE BOLT.

1" TYP.

1'-4"

12" OR 14" SEE PLANS

MATERIAL VARIES, SEE PLANS

LINE POST AND TERMINAL POSTS: 6" Ø WOOD. PREDRILL FOR CABLE SYSTEM SMOOTH ALL EDGES OF CABLE HOLES FOR CLEAN, FRICTION FREE PASS THROUGH.

6"

6"

GROUT POST IN 2" Ø CORE DRILLED HOLE

HAND RAIL

3

6"

2

NOTE: METAL AND ALUMINUM ELEMENTS SHALL RECEIVE A METAL-POLYESTER POWDERCOAT IN COLOR 'STONE' OR APPROVED EQUAL

1'-8"

BIKE RACK

SIDE VIEW 02

4 CONCRETE STAIR LD-02

MATERIAL VARIES, SEE PLANS

2-1/2" WIDE ALUMINUM RING, TOP AND BOTTOM SURFACE MOUNT BRACKETS W/ 7/16" Ø HOLES STAINLESS STEEL ANCHOR BOLT, EPOXY SET IN CONCRETE PAD CONCRETE MOUNTING PAD, FOR USE IN GRAVEL AND PLANTING ZONES, SEE PLANS

4" MIN., TYP.

1

1 TREAD DEPTH MIN.

FORMED POLYETHYLENE LINER WITHIN DIVED FOR DOUBLE USE RECYCLING/LITTER BY 16 GAGE GALVANIZED DIVIDER RIVETED IN PLACE

1'-0"

8"

2"

EQ 1"

1721 8th Ave N Seattle, WA 98109

RAILING TYPE B - SAFETY RAIL

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E

/12 /03 08


TOP RAIL (TOP RAIL SHALL BE PRE FABRICATED TO MEET RADII IF CURVATURE IS LESS THAN 200') FABRIC: FUSED BONDED VINYL, COLOR BLACK

LINE POST CAP 2" ID LINE POST

6' TYP.

POST CAP

FABRIC TIE

CONDITION VARIES, REFER TO PLAN

CORNER/END POST (EVERY OTHER POST) 5 CRUSHED ROCK AND EMBEDDED LD-01 RAIL PAVEMENT

TENSION BAND 3'-6"

TENSION BAR

1 CEMENT CONCRETE PAVEMENT LD-01 FINISH TYPE 1 & 4

FINISHED GRADE TOP OF WALL

PLANTING

10' MIN. 12' TYP. REFER TO PLANS

2' MIN.

4"

2' MIN.

1.25" ID BOTTOM RAIL

2'

NOTE: ALL COMPONENTS TO BE PAINTED BLACK

CONCRETE

SIDEWALK

8"

1

VINYL COATED CHAIN LINK FENCE

2

EXISTING RAIL ABUTMENT GRADE, TYP.

ABUTMENT TRAIL PAVING W RAILING

2"

25" 432

ANCHOR (5/16 -18 X 1 34") INSTALL WITH TAMPERPROOF S.S. HARDWARE & GALVANIC RESISTANT SPACER TO FERROUS METALS

PLAN 3" 48 R1 4"

1 2"

1"

PRE DRILL CONCRETE BENCH, INSTALL ANCHOR/SHIELD, EPOXY WITH TWO PART EPOXY MIX, NO GROUT

1 8"

SECTION

3

SKATE STOP @ CONCRETE BENCH

CORNER RADIUS

NOTES: 1. SPACE SKATE STOP 18" FROM END OF WALLS AND 36" O.C. DO NOT APPLY AT GROUT JOINTS 2. FINISH: HARD ANODIZED 3. MATERIAL: 6061-T6 ALUMINUM

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


MODULE 01

T.B.

MODULE 01B

T.B.

7'-6"

2'-0"

F.S.

PLAN

PRECAST CUSTOM BENCH PROVIDE SMOOTH FINISH WITH NO TOOL MARKS REINFORCE PER MANUFACTURER'S SPECIFICATIONS

2'-0"

ILLUSTRATIVE AXONOMETRIC

6" TYP.

4'-0"

VARIES, SEE PLANS

F.S. 4"

4"

4"

SECTION_01

F.S.

4"

2

ILLUSTRATIVE VIEW - MODULE 01

4

ILLUSTRATIVE VIEW - MODULE 02

SECTION_02 5/8" MINUS CRUSHED ROCK 95% COMPACTED SUBGRADE OR NATIVE SOIL, TYP.

1

BENCH - MODULE 01

INSTALLATION DIAGRAMS

MODULE 02

T.B.

7'-6"

2'-0"

F.S.

PLAN

ILLUSTRATIVE AXONOMETRIC PRECAST CUSTOM BENCH PROVIDE SMOOTH FINISH WITH NO TOOL MARKS

MODULE 02B

T.B.

REINFORCE PER MANUFACTURER'S SPECIFICATIONS

2'-0"

6" TYP. VARIES, SEE PLANS

SEE 3/LD-05 FOR CONNECTION DETAIL 4'-0"

2'-0"

F.S. 4"

4"

SECTION_01

4"

4"

F.S.

SECTION_02

/12 /03 08

5/8" MINUS CRUSHED ROCK 95% COMPACTED SUBGRADE OR NATIVE SOIL, TYP.

3

NO.

DATE

BENCH - MODULE 02

BY

CKD.

INSTALLATION DIAGRAMS

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


MODULE 03

T.B.

4'-6"

2'-0"

F.S.

PLAN

ILLUSTRATIVE AXONOMETRIC

MODULE 03B

T.B.

PRECAST CUSTOM BENCH PROVIDE SMOOTH FINISH WITH NO TOOL MARKS REINFORCE PER MANUFACTURER'S SPECIFICATIONS

2'-0"

6" TYP.

F.S.

3'-0"

VARIES, SEE PLANS

F.S.

2

INSTALLATION DIAGRAMS

SECTION_01

1

SECTION_02

ILLUSTRATIVE VIEW - MODULE 03

5/8" MINUS CRUSHED ROCK 95% COMPACTED SUBGRADE OR NATIVE SOIL, TYP.

BENCH - MODULE 03

USE MODULE 02 FOR MULTIPLE BENCH LENGTHS MODULE 01

MODULE 02

4 MODULE 01 - 02 LD-05 CONNECTION ENLARGEMENT

CONDITION UNDERNEATH BENCH TO MATCH ADJACENT SURFACE MATERIAL, REFER TO PLANS MODULE 01

3"

MODULE 02

6" 6" 1'-

F.S.

6"

2" X 2" X 83" GALAVNIZED STEEL ANGLE 1 4"

X 3" GALVANIZED STEELMACHINE BOLT W/ EXPANSION SHIELD ANCHOR AND WASHER

3"

2"

3

MODULE 01-02 CONNECTION

4

MODULE 01 - 02 CONNECTION ENLARGEMENT

2"

5 -BENCH-CONNECTION LD-05 ENLARGEMENT- ANGLE

2" X 2" X 83" GALVANIZED STEEL ANGLE

5

-BENCH-CONNECTION ENLARGEMENT- ANGLE

/12 /03 08

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


1 BENCH - MODULE 01 LD-04

1 BENCH - MODULE 01 LD-04

1 CEMENT CONCRETE PAVEMENT LD-01 FINISH TYPE 1 & 4

1 BENCH - MODULE 03 LD-05

2 CEMENT CONCRETE PAVEMENT LD-01 FINISH TYPE 2 & 3 3 BENCH - MODULE 02B LD-04

1 CEMENT CONCRETE PAVEMENT LD-01 FINISH TYPE 1 & 4

1 CEMENT CONCRETE PAVEMENT LD-01 FINISH TYPE 1 & 4

2' MIN. CLEAR

RAIN GARDEN EDDY

1

12'-0" RCC TRAIL

2' MIN. CLEAR

SECTION 01 - RAIN GARDEN @ 161ST AVE NE 1 BENCH - MODULE 01 LD-04

3 BENCH - MODULE 02 LD-04

1 CEMENT CONCRETE PAVEMENT LD-01 FINISH TYPE 1 & 4

1 BENCH - MODULE 03 LD-05 2 CEMENT CONCRETE PAVEMENT LD-01 FINISH TYPE 2 & 3

3 BENCH - MODULE 02 LD-04

4 CRUSHED ROCK LD-01 PAVEMENT

1 CEMENT CONCRETE PAVEMENT LD-01 FINISH TYPE 1 & 4

METAL EDGE

FOREST PLANTING

PATH

2

NO.

DATE

MEADOW PLANTING

FLUSH TIE

LAWN

SECTION 02 - PLAZA @ 161ST AVE NE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E

2' MIN. CLEAR

12'-0" RCC TRAIL

/12 /03 08


4 CRUSHED ROCK LD-01 PAVEMENT

4 CRUSHED ROCK LD-01 PAVEMENT EAST SIDE SLOPE 3:1 3 1

WEST SIDE SLOPE 2:1 2 1

LANDFORM

LAWN

LEARY PARKING LOT

PATH

PATH

1

SECTION 03 - LANDFORM @ PARKING

1 CEMENT CONCRETE PAVEMENT LD-01 FINISH TYPE 1 & 4 2 CEMENT CONCRETE PAVEMENT LD-01 FINISH TYPE 2 & 3

1 CEMENT CONCRETE PAVEMENT LD-01 FINISH TYPE 1 & 4 4 CRUSHED ROCK LD-01 PAVEMENT

4 CRUSHED ROCK LD-01 PAVEMENT

HALF PRICE PARKING BY OTHERS

FOREST PLANTING

PATH

MEADOW PLANTING

12'-0" RCC TRAIL 2' MIN. CLEAR

2

NO.

DATE

MEADOW PLANTING

FLUSH TIE

MEADOW PLANTING

PATH

2' MIN. CLEAR

SECTION 04 - TRAIL @ LEARY WAY

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E

LEARY PARKING LOT

/12 /03 08


1 BENCH - MODULE 01 LD-04

1 CEMENT CONCRETE PAVEMENT LD-01 FINISH TYPE 1 & 4 3 BENCH - MODULE 02B LD-04

1 CEMENT CONCRETE PAVEMENT LD-01 FINISH TYPE 1 & 4

6' CONCRETE CURB

2' MIN. CLEAR BROWN STREET

1

12'-0" RCC TRAIL

2' MIN. CLEAR STAIR/LANDSCAPE TRANSITION

LOWER PLAZA

UPPER PLAZA

LAWN

SECTION 05 - BROWN ST PLAZA

10 STEP AT FLUSH TIE LD-01

/12 /03 08

STEPS

2

NO.

DATE

RAIN GARDEN

STEPS

SECTION 06 - STEPS @ 161ST AVE RAIN GARDEN

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


16

1.5%

1.5%

1.5%

3:1 SLOPE

21

TC | HP 45.15 BC 44.65

E OP SL 4:1

R425 '-0"

R10 0'-0 "

R325'-0"

R335'-0"

R486'-1 1 2"

2:1 SLOPE

R199'-2 3 4"

TY P.

TY P.

R14 0'-0 "

" R115'-0

20

0'-0" R18 '-6" R178

10

3:1 SLOPE

3:1 SLOPE

FS 45.15

2:1 SLOPE

3:1 SLO PE

3:1 SLOPE

04

HIGH POINT 46.30

1.5 %

09 07

3 R207'-54"

PE SLO 3:1

P. TY

3 R208'-114"

% 2.0

13 14

R120'-0"

P. TY

11

1.5 %

08

0" 40'R1

06

19

.0% -2 +/

3 '-2 4" R199

05

18

. TYP 2.0% +/-

0'-0" R20 '-0" R325

1" R196'-5 4

.0% -2 +/

P. TY

23 22

FS 45.32 FS 45.55

+/ -2 .0%

15

FS 44.80

FS 45.45 FS 45.35 FS 45.25

+/ -2 .0%

TYP. 2.0%

FS 44.50

R498'-1 1 2"

FS 44.30 FS 44.40

12

17

HP|FG 46.60 3:1

2:1

REDMOND CONNECTOR PARK ENLARGEMENT

03

N: 248314.5407

E: 1321940.85

04

N: 248266.6276

E: 1322007.66

05

N: 248266.9551

E: 1322017.82

06

N: 248264.0843

E: 1322041.29

07

N: 248241.2444

E: 1322040.69

08

N: 248268.4733

E: 1322100.60

09

N: 248271.1762

E: 1322108.79

10

N: 248259.1283

E: 1322113.34

14

N: 248204.1149

E: 1322195.67

15

N: 248265.7422

E: 1322250.58

16

N: 248241.5353

E: 1322322.11

17

N: 248243.3908

E: 1322323.41

18

N: 248185.8185

E: 1322393.98

19

N: 248160.2494

E: 1322414.50

20

N: 248127.7662

E: 1322406.07

21

N: 248107.4997

E: 1322418.15

22

N: 248110.1267

E: 1322562.55

23

N: 248119.6307

E: 1322566.35

FS 46.65

TC 45.10

HP 45.40

PE SLO 3:1

NOTE: POINT 24 - POINT 40 NOT USED

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

R E 43839 D G I ST E R E

ES S IO

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E

I

ON

CKD.

O

T NG

BY

OF

46

PR

LANDSCAPE GRADING NOTES: 1. LANDSCAPE GRADING: PROVIDE SMOOTH TRANSITIONS BETWEEN SLOPES WHILE MEETING ALL MINIMUM AND MAXIMUM SLOPE REQUIREMENTS AS SHOWN ON PLANS. 2. ALL SPOT ELEVATIONS OF TIES ARE AT CENTER LINE OF TIE.¬ GRADING OF TIES (SLOPES AND CROSS SLOPES) ARE TO MATCH SLOPES OF ADJACENT TRAIL UNLESS NOTED OTHERWISE NOTED (WITH SPOT ELEVATIONS) PROVIDE SMOOTH TANGENTIAL TRANSITIONS BETWEEN GRADE BREAKS WITHOUT VISIBLE PEAKS OR VALLEYS, WHERE PRESENT. MAXIMUM CROSS SLOPE OF TIES (LONGITUDINAL) SHALL NOT EXCEED 2%. 3. SEE CIVIL SHEETS AND PLANTING SHEETS FOR ALL DRAINAGE STRUCTURES. 4. FIELD VERIFY EXISTING GRADES AT PROJECT LIMITS AND MAKE ADJUSTMENTS WITH APPROVAL OF CITY ENGINEER TO MEET AND MATCH NEW CONSTRUCTION TO EXITING GRADES.

/12 /03 08

LE A . A S SY F WA S H A

TO

SE S

EOC

EX 45.65 FV)

R

E: 1321944.69

E: 1322195.99

EE

E: 1321951.50

N: 248324.5579

N: 248202.6501

N

N: 248348.0810

02

E: 1322203.53

13

E

01

E: 1322154.20

S TAT

T

DATE

EASTING

N: 248281.5394

LANDSCAPE LAYOUT NOTES: 1. UNLESS IDENTIFIED OTHERWISE ON DRAWINGS, DETAILS AND SPECIFICATIONS, UNLABELED CONCRETE JOINTS SHALL BE ASSUMED TO BE CONTROL JOINTS. 2. ALL SIDEWALK PAVING TO CONFORM TO CITY OF REDMOND STANDARDS.¬ NEW SIDEWALK JOINTS SHALL BE LOCATED TO ALIGHT WITH EXITING ADJACENT SIDEWALK JOINTS. 3. PROVIDE EXPANSION JOINTS AT ALL VERTICAL OBSTRUCTIONS AND AROUND FLUSH TIES WHEREVER TIE IS LOCATED IN CEMENT CONCRETE PAVING. 4. ALL TIES ARE PARALLEL TO ONE AND OTHER, RUNNING PERPENDICULAR TO TRAIL CORRIDOR, AS LOCATED ON PLANS. 5. CONCRETE FINISH TYPE 4 (THIS AREA) ¬SHALL BE SCORED IN SAW CUT 1' SQUARE GRID, WITH CONTROL JOINTS AND EXPANSION JOINTS AS NOTED. ALL OTHER JOINTS MAY BE PATTERN JOINTS. 6. CONCRETE FINISH TYPE 4 (THIS AREA) ¬SHALL BE SCORED IN SAW CUT BANDS AS DRAWN (BAND WIDTHS OF 1' AND 2' TYPICAL), WITH CONTROL JOINTS AND EXPANSION JOINTS AS NOTED. ALL OTHER JOINTS MAY BE PATTERN JOINTS. 7. CONCRETE FINISH TYPE 4 (THIS AREA) SHALL BE SCORED IN SAW CUT PATTERN AS DRAWN, WITH EXPANSION JOINTS AS NOTED, ALL OTHER JOINTS SHALL BE CONTROL JOINTS.

BOC

NO.

NORTHING

N: 248268.9361

12

PE 5:1 SLO

#

POINT

11

2:1 SLOPE

NORTHING/EASTING COORDINATES

2. 5%

1

GI NA L E N


NORTHING/EASTING COORDINATES

82

N: 248410.4976

E: 1321896.99

83

N: 248403.9370

E: 1321894.48

84

N: 248397.6398

E: 1321892.06

POINT

NORTHING

EASTING

85

N: 248375.3102

E: 1321772.96

40

N: 248494.1731

E: 1321719.89

86

N: 248376.1276

E: 1321774.78

41

N: 248481.0293

E: 1321710.07

87

N: 248379.3974

E: 1321782.08

42

N: 248473.1763

E: 1321718.33

88

N: 248380.2148

E: 1321783.91

43

N: 248446.2547

E: 1321710.17

89

N: 248383.1650

E: 1321793.27

44

N: 248439.4242

E: 1321707.55

90

N: 248376.1619

E: 1321790.59

45

N: 248428.2193

E: 1321703.25

91

N: 248367.7338

E: 1321789.50

46

N: 248426.8187

E: 1321702.72

92

N: 248358.4934

E: 1321783.81

47

N: 248433.4208

E: 1321723.30

93

N: 248362.1082

E: 1321778.87

48

N: 248445.6020

E: 1321727.97

94

N: 248356.7119

E: 1321781.28

49

N: 248428.8165

E: 1321729.77

95

N: 248347.5751

E: 1321797.88

50

N: 248422.2158

E: 1321719.01

96

N: 248359.5336

E: 1321841.80

51

N: 248421.5042

E: 1321720.87

97

N: 248358.0875

E: 1321841.24

52

N: 248421.6064

E: 1321726.22

98

N: 248349.4695

E: 1321837.94

53

N: 248419.4721

E: 1321726.21

99

N: 248343.4001

E: 1321835.61

54

N: 248430.6854

E: 1321730.48

100

N: 248329.9107

E: 1321830.44

55

N: 248426.9365

E: 1321739.04

101

N: 248322.9076

E: 1321827.76

56

N: 248415.0669

E: 1321739.96

102

N: 248319.6182

E: 1321830.91

FS 43.75

57

N: 248417.5463

E: 1321754.20

103

N: 248312.3176

E: 1321823.70

FS 43.75

58

N: 248415.0948

E: 1321754.11

104

N: 248308.9699

E: 1321822.42

59

N: 248414.7299

E: 1321757.75

105

N: 248302.8787

E: 1321820.08

60

N: 248411.9075

E: 1321757.98

106

N: 248298.0392

E: 1321833.25

61

N: 248411.6307

E: 1321761.29

107

N: 248317.8277

E: 1321844.16

62

N: 248411.4594

E: 1321764.28

108

N: 248323.9979

E: 1321846.52

63

N: 248412.2268

E: 1321784.20

109

N: 248321.7873

E: 1321845.68

64

N: 248412.7783

E: 1321788.16

110

N: 248324.6014

E: 1321855.91

65

N: 248413.8525

E: 1321794.06

111

N: 248348.8322

E: 1321873.12

66

N: 248415.2414

E: 1321799.99

112

N: 248336.0895

E: 1321885.54

67

N: 248416.3175

E: 1321803.84

113

N: 248326.0304

E: 1321881.55

68

N: 248423.8115

E: 1321808.85

114

N: 248308.6479

E: 1321840.64

69

N: 248406.1430

E: 1321802.08

115

N: 248310.7475

E: 1321850.60

70

N: 248421.6853

E: 1321810.80

116

N: 248304.9381

E: 1321848.37

71

N: 248418.7473

E: 1321811.20

117

N: 248302.2126

E: 1321855.24

72

N: 248419.2271

E: 1321812.42

118

N: 248303.6252

E: 1321873.14

73

N: 248423.6203

E: 1321829.21

119

N: 248297.7952

E: 1321870.92

74

N: 248424.4551

E: 1321843.14

120

N: 248294.8710

E: 1321844.52

75

N: 248428.8736

E: 1321868.38

121

N: 248290.0205

E: 1321842.66

76

N: 248417.0701

E: 1321863.86

122

N: 248283.5730

E: 1321840.18

77

N: 248415.2030

E: 1321863.14

123

N: 248290.7302

E: 1321850.84

78

N: 248406.3325

E: 1321859.74

124

N: 248285.3714

E: 1321848.79

79

N: 248387.3805

E: 1321852.48

125

N: 248281.4810

E: 1321847.30

80

N: 248384.2231

E: 1321851.27

126

N: 248286.7704

E: 1321857.65

81

N: 248420.1014

E: 1321900.67

127

N: 248277.4960

E: 1321860.91

81

40

FS 45.50

48

57

60 61

49

62

44

FS 44.15

73

76

MM

77

72 71

2'-0" E.S.

FS 46.50 FS 47.00

" 0'-0 R12 " 5'-0 R12

47

83

78

TS 44.00 BS 43.25 TS 46.00 BS 45.25 TS 45.00 BS 44.25

43

P. TY

0" 2'-

67

58

56

FS 46.50 84

68

59

55

TB 46.25

70

79 80

66 65

FS 47.72

1.5 %

89 87

FS 47.39 45

53 51

TB 49.50 FS 47.40

FS 47.57

1

161ST WEST - ENLARGEMENT

FS 44.25

96

MM

97

111

1. 5%

R9 4'-0 " R9 6'0" R8 4'0" R8 6'0"

46

52

88

FS 47.40

90

FS 47.21

91

85 86

109

99

FS 47.40 95

TB 48.00 FS 47.00

112

110 113

107

FS 47.63 FS 47.46 100

1.5 %

FS 47.23

93

TB 48.50 FS 47.19

ADJUST TO GRADE ADJUST TO GRADE

1 '-7 " R68 2

101

R75'-0"

94

108

98

92

EX 47.87 (FV)

EX 48.07 (FV)

TB 46.00

R7 5'0"

50

69

R1 47 '-3 1 4"

FS 47.90

63

P. " TY 2'-0

R1 10 '-0" R1 15 '-0 " R1 31 '-0 "

FS 47.99

FS 43.25 TB 45.75

64

FS 47.40

R6 8'- 1 7 2"

FS 47.81

NOTE: POINT 128 - POINT 139 NOT USED

115 118

FS 47.21 FS 47.07

TB 48.00

EX 47.34(FV) EX 47.19(FV)

FS 47.13

105

122

R165 '-0"

127

EX 46.75(FV)

FS 46.70

FS 46.70

T

FS 46.63 (FV)

FS 46.58(FV)

BOC

123

EOC

124 125

EX 45.82(FV) 46

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

GI NA L E N

126

EX 46.30(FV)

NO.

I

R E 43839 D G I ST E R E

ES S IO

116

106

FS 46.00 EX 45.56(FV)

S TAT

1.5% max.

117

121

LANDSCAPE GRADING NOTES: 1. LANDSCAPE GRADING: PROVIDE SMOOTH TRANSITIONS BETWEEN SLOPES WHILE MEETING ALL MINIMUM AND MAXIMUM SLOPE REQUIREMENTS AS SHOWN ON PLANS. 2. ALL SPOT ELEVATIONS OF TIES ARE AT CENTER LINE OF TIE.¬ GRADING OF TIES (SLOPES AND CROSS SLOPES) ARE TO MATCH SLOPES OF ADJACENT TRAIL UNLESS NOTED OTHERWISE NOTED (WITH SPOT ELEVATIONS) PROVIDE SMOOTH TANGENTIAL TRANSITIONS BETWEEN GRADE BREAKS WITHOUT VISIBLE PEAKS OR VALLEYS, WHERE PRESENT. MAXIMUM CROSS SLOPE OF TIES (LONGITUDINAL) SHALL NOT EXCEED 2%. 3. SEE CIVIL SHEETS AND PLANTING SHEETS FOR ALL DRAINAGE STRUCTURES. 4. FIELD VERIFY EXISTING GRADES AT PROJECT LIMITS AND MAKE ADJUSTMENTS WITH APPROVAL OF CITY ENGINEER TO MEET AND MATCH NEW CONSTRUCTION TO EXITING GRADES.

O

ON

120

LE A . AS SY F WA S H A

T NG

103 104

FS 46.75

OF

LANDSCAPE LAYOUT NOTES: 1. UNLESS IDENTIFIED OTHERWISE ON DRAWINGS, DETAILS AND SPECIFICATIONS, UNLABELED CONCRETE JOINTS SHALL BE ASSUMED TO BE CONTROL JOINTS. 2. ALL SIDEWALK PAVING TO CONFORM TO CITY OF REDMOND STANDARDS.¬ NEW SIDEWALK JOINTS SHALL BE LOCATED TO ALIGHT WITH EXITING ADJACENT SIDEWALK JOINTS. 3. PROVIDE EXPANSION JOINTS AT ALL VERTICAL OBSTRUCTIONS AND AROUND FLUSH TIES WHEREVER TIE IS LOCATED IN CEMENT CONCRETE PAVING. 4. ALL TIES ARE PARALLEL TO ONE AND OTHER, RUNNING PERPENDICULAR TO TRAIL CORRIDOR, AS LOCATED ON PLANS. 5. CONCRETE FINISH TYPE 4 (THIS AREA) ¬SHALL BE SCORED IN SAW CUT 1' SQUARE GRID, WITH CONTROL JOINTS AND EXPANSION JOINTS AS NOTED. ALL OTHER JOINTS MAY BE PATTERN JOINTS. 6. CONCRETE FINISH TYPE 4 (THIS AREA) ¬SHALL BE SCORED IN SAW CUT BANDS AS DRAWN (BAND WIDTHS OF 1' AND 2' TYPICAL), WITH CONTROL JOINTS AND EXPANSION JOINTS AS NOTED. ALL OTHER JOINTS MAY BE PATTERN JOINTS. 7. CONCRETE FINISH TYPE 4 (THIS AREA) SHALL BE SCORED IN SAW CUT PATTERN AS DRAWN, WITH EXPANSION JOINTS AS NOTED, ALL OTHER JOINTS SHALL BE CONTROL JOINTS.

TB 50.00 TB 50.00

PR

FS 47.00

119

TO

102

SE S

#

114

R

54

FS 45.50

EE

41

74

82

N

R1 5'0"

42

" R95'-0

FS 43.25 FS 43.15 FS 43.15

EX 46.60

TS 45.50 BS 44.50

TS 44.00 BS 43.25 FS 43.25 FS 43.25

FS 45.75 FS 46.00 FS 46.25

2'-0" TYP.

E

75

MM (MEET & MATCH)

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E

/12 /03 08


MM 140

MM 156

154 142

149

143

FS 43.55

151

FS 43.60 FS 43.50

152 " '-0 96 R1

153

170 159

171

167

" '-0 98 " R1 '-0 86 R1

164

163

TB 47.00

165

168

EX 48.20 (FV) TB 49.00

R1 86 '-0 "

R1 88 '-0 "

166 161 162

175

1.5 %

TB 45.25 TB 46.75

177

EX 48.28 (FV) 176

MM

178

FS 46.10

EX 47.92 (FV) EX 47.80 (FV)

183 188

179

185

FS 47.68

TB 49.50

180

R100'-0"

EX 47.43 (FV)

192 191

187

FS 46.50

FS 47.00

TB 48.50

R80 '-0"

N: 248284.4991

E: 1322026.85

141

N: 248385.6940

E: 1321965.82

178

N: 248274.3717

E: 1322016.98

142

N: 248390.9008

E: 1321980.50

179

N: 248289.8034

E: 1321921.46

143

N: 248362.2872

E: 1321996.37

180

N: 248279.4739

E: 1321925.27

144

N: 248364.4671

E: 1322007.29

181

N: 248274.6591

E: 1321919.31

145

N: 248367.9484

E: 1322012.08

182

N: 248268.2773

E: 1321933.49

146

N: 248346.9977

E: 1322031.34

183

N: 248278.7719

E: 1321937.51

147

N: 248352.3542

E: 1322036.24

184

N: 248276.2523

E: 1321936.55

148

N: 248360.3993

E: 1322042.99

185

N: 248264.0212

E: 1321949.29

149

N: 248335.1167

E: 1322063.04

186

N: 248274.4420

E: 1321953.29

150

N: 248336.8000

E: 1322075.32

187

N: 248262.4782

E: 1321971.65

151

N: 248325.2467

E: 1322062.59

188

N: 248274.7096

E: 1321976.34

152

N: 248315.0315

E: 1322061.98

189

N: 248269.6240

E: 1321989.74

153

N: 248313.1761

E: 1322062.72

190

N: 248265.0815

E: 1321990.38

154

N: 248350.6020

E: 1322091.70

191

N: 248266.1770

E: 1322007.12

155

N: 248348.7187

E: 1322096.70

192

N: 248245.7338

E: 1322032.11

156

N: 248342.6668

E: 1322112.62

193

N: 248254.3429

E: 1321914.86

157

N: 248328.1570

E: 1322107.05

194

N: 248248.8794

E: 1321926.05

T

158

N: 248326.0868

E: 1322100.13

195

N: 248239.5945

E: 1321935.05

BOC

159

N: 248349.4623

E: 1321964.61

196

N: 248232.3409

E: 1321937.15

160

N: 248325.4970

E: 1321942.90

197

N: 248247.6940

E: 1321943.03

161

N: 248318.8369

E: 1321952.87

198

N: 248226.9820

E: 1321952.86

162

N: 248307.3084

E: 1321965.89

199

N: 248240.1679

E: 1321963.10

163

N: 248325.0667

E: 1321995.65

200

N: 248228.1027

E: 1321964.45

164

N: 248324.5030

E: 1322029.23

201

N: 248249.3772

E: 1321966.63

165

N: 248310.4975

E: 1322023.86

202

N: 248246.7405

E: 1321973.50

166

N: 248304.0581

E: 1321987.59

167

N: 248312.3605

E: 1322055.60

168

N: 248303.9865

E: 1322066.67

169

N: 248300.0537

E: 1322052.93

170

N: 248313.9985

E: 1322101.63

171

N: 248311.6641

E: 1322100.73

172

N: 248305.1294

E: 1322098.22

173

N: 248299.9938

E: 1322096.25

174

N: 248293.4580

E: 1322093.75

175

N: 248287.2387

E: 1322017.09

190

%m

SE S

1.5

O

S TAT

ON R E 43839 D G I ST E R E

ES S IO

201

I

T NG

202

TB 50.50

LE A . AS SY F WA S H A

TO

1.5% max.

46

OF

FS 47.45(FV)

EOC

PR

182

#

LANDSCAPE GRADING NOTES: 1. LANDSCAPE GRADING: PROVIDE SMOOTH TRANSITIONS BETWEEN SLOPES WHILE MEETING ALL MINIMUM AND MAXIMUM SLOPE REQUIREMENTS AS SHOWN ON PLANS. 2. ALL SPOT ELEVATIONS OF TIES ARE AT CENTER LINE OF TIE.¬ GRADING OF TIES (SLOPES AND CROSS SLOPES) ARE TO MATCH SLOPES OF ADJACENT TRAIL UNLESS NOTED OTHERWISE NOTED (WITH SPOT ELEVATIONS) PROVIDE SMOOTH TANGENTIAL TRANSITIONS BETWEEN GRADE BREAKS WITHOUT VISIBLE PEAKS OR VALLEYS, WHERE PRESENT. MAXIMUM CROSS SLOPE OF TIES (LONGITUDINAL) SHALL NOT EXCEED 2%. 3. SEE CIVIL SHEETS AND PLANTING SHEETS FOR ALL DRAINAGE STRUCTURES. 4. FIELD VERIFY EXISTING GRADES AT PROJECT LIMITS AND MAKE ADJUSTMENTS WITH APPROVAL OF CITY ENGINEER TO MEET AND MATCH NEW CONSTRUCTION TO EXITING GRADES.

FS 46.70

'-0" R90

181

E: 1322012.64

R24 0'-0 "

ax.

FS 47.60(FV)

N: 248281.2249

177

LANDSCAPE LAYOUT NOTES: 1. UNLESS IDENTIFIED OTHERWISE ON DRAWINGS, DETAILS AND SPECIFICATIONS, UNLABELED CONCRETE JOINTS SHALL BE ASSUMED TO BE CONTROL JOINTS. 2. ALL SIDEWALK PAVING TO CONFORM TO CITY OF REDMOND STANDARDS.¬ NEW SIDEWALK JOINTS SHALL BE LOCATED TO ALIGHT WITH EXITING ADJACENT SIDEWALK JOINTS. 3. PROVIDE EXPANSION JOINTS AT ALL VERTICAL OBSTRUCTIONS AND AROUND FLUSH TIES WHEREVER TIE IS LOCATED IN CEMENT CONCRETE PAVING. 4. ALL TIES ARE PARALLEL TO ONE AND OTHER, RUNNING PERPENDICULAR TO TRAIL CORRIDOR, AS LOCATED ON PLANS. 5. CONCRETE FINISH TYPE 4 (THIS AREA) ¬SHALL BE SCORED IN SAW CUT 1' SQUARE GRID, WITH CONTROL JOINTS AND EXPANSION JOINTS AS NOTED. ALL OTHER JOINTS MAY BE PATTERN JOINTS. 6. CONCRETE FINISH TYPE 4 (THIS AREA) ¬SHALL BE SCORED IN SAW CUT BANDS AS DRAWN (BAND WIDTHS OF 1' AND 2' TYPICAL), WITH CONTROL JOINTS AND EXPANSION JOINTS AS NOTED. ALL OTHER JOINTS MAY BE PATTERN JOINTS. 7. CONCRETE FINISH TYPE 4 (THIS AREA) SHALL BE SCORED IN SAW CUT PATTERN AS DRAWN, WITH EXPANSION JOINTS AS NOTED, ALL OTHER JOINTS SHALL BE CONTROL JOINTS.

FS 46.50

TB 49.00

186 R85'-0"

FS 47.80 FS 47.50

176

FS 46.18

189

184

EASTING E: 1321967.37

R

160

TB 43.75

NORTHING N: 248389.7608

EE

EX 48.28 (FV)

TB 42.00 174

TB 48.00 TB 48.00 TB 48.00

TB 50.70

173

169

TB 47.50

TB 50.20

TB 44.50 TB 43.75

POINT 140

N

TB 49.50

172

NORTHING/EASTING COORDINATES

E

R60'-0"

R30'-0"

R75'-0"

146

R125'-0"

R35'-0"

150

% 1.5

R35'-1 1 0 " 4

R35 '-11"

157 158

1 11 " R45'- 2

141

LP 43.25

147

144

MM

R5 0'0"

148

145

155

GI NA L E N

EX 46.50 (FV) EX 47.09 (FV) 193

EX 47.02 (FV) /12 /03 08

194 200 195

FS 47.00

1

NO.

DATE

BY

EX 46.81 (FV)

197 196

199

EX 46.22 (FV)

198

161ST EAST - ENLARGEMENT

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


6" CURB, REFER TO CIVIL

TB 46.00

205

203

TC 43.15

BC 42.15 TC 42.65 TB 46.00

207

206

210

211

FS 42.75 TB 46.00

NORTHING/EASTING COORDINATES

TB 46.00 212

TB 46.00

TB 45.50 FS 43.35

209 208

204

1.5%

1.5%

FS 43.45 FS 43.40

217

215

214

3 RISERS @ 5" HT

TB 44.87 TS 44.87 FS 44.87

TB 45.07 TB 45.57 FS 43.60 BS 43.87,

FS 44.87 FS 44.83

3 RISERS @ 5" HT

218

216

BS 43.22,

213

FS 43.25 FS 43.35

221

TB 46.00

TB 44.25 TB 43.00

TB 44.50

TB 46.87 222

219 220

TB 45.35 TS 45.10

TB 46.10 TB 46.83

FS 45.10 TB 46.60

223

FS 45.10 TB 47.10 FS 45.00 FS 45.00 TB 46.50

TB 46.60 FS 45.19

FS 44.69 FS 44.50 TB 46.19

227 224

1.5%

225

TB 46.75 TB 46.25

FS 44.69 FS 44.63

1. 5%

226

POINT

NORTHING

EASTING

203

N: 248345.8012

E: 1322146.56

204

N: 248331.9248

E: 1322141.24

205

N: 248340.9191

E: 1322159.30

206

N: 248337.7301

E: 1322158.08

207

N: 248334.3332

E: 1322166.95

208

N: 248321.7909

E: 1322162.14

209

N: 248330.9308

E: 1322175.82

210

N: 248333.4019

E: 1322178.91

211

N: 248320.8772

E: 1322193.15

212

N: 248320.2920

E: 1322195.07

213

N: 248303.6449

E: 1322145.01

214

N: 248314.8497

E: 1322149.31

215

N: 248315.5162

E: 1322161.87

216

N: 248308.9166

E: 1322167.38

217

N: 248309.6407

E: 1322188.84

218

N: 248309.0679

E: 1322190.76

219

N: 248304.8695

E: 1322130.87

220

N: 248296.5281

E: 1322129.82

221

N: 248300.8244

E: 1322164.28

222

N: 248305.3146

E: 1322155.82

223

N: 248289.7188

E: 1322160.02

224

N: 248283.8601

E: 1322122.82

225

N: 248281.6225

E: 1322136.57

226

N: 248277.5082

E: 1322147.31

227

N: 248282.7157

E: 1322157.34

228

N: 248256.4270

E: 1322112.30

229

N: 248255.2441

E: 1322113.99

230

N: 248251.0781

E: 1322124.86

231

N: 248239.8743

E: 1322120.56

232

N: 248260.6148

E: 1322128.52

233

N: 248255.9646

E: 1322128.87

234

N: 248249.8799

E: 1322144.75

235

N: 248242.4113

E: 1322141.88

NOTE: POINT 236 - POINT 239 NOT USED

FS 45.38 230

234

235

#

O

S TAT

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

EE

R

ON

OF

DATE

GI NA L E N

T

LANDSCAPE LAYOUT NOTES: 1. UNLESS IDENTIFIED OTHERWISE ON DRAWINGS, DETAILS AND SPECIFICATIONS, UNLABELED CONCRETE JOINTS SHALL BE ASSUMED TO BE CONTROL JOINTS. 2. ALL SIDEWALK PAVING TO CONFORM TO CITY OF REDMOND STANDARDS.¬ NEW SIDEWALK JOINTS SHALL BE LOCATED TO ALIGHT WITH EXITING ADJACENT SIDEWALK JOINTS. 3. PROVIDE EXPANSION JOINTS AT ALL VERTICAL OBSTRUCTIONS AND AROUND FLUSH TIES WHEREVER TIE IS LOCATED IN CEMENT CONCRETE PAVING. 4. ALL TIES ARE PARALLEL TO ONE AND OTHER, RUNNING PERPENDICULAR TO TRAIL CORRIDOR, AS LOCATED ON PLANS. 5. CONCRETE FINISH TYPE 4 (THIS AREA) ¬SHALL BE SCORED IN SAW CUT 1' SQUARE GRID, WITH CONTROL JOINTS AND EXPANSION JOINTS AS NOTED. ALL OTHER JOINTS MAY BE PATTERN JOINTS. 6. CONCRETE FINISH TYPE 4 (THIS AREA) ¬SHALL BE SCORED IN SAW CUT BANDS AS DRAWN (BAND WIDTHS OF 1' AND 2' TYPICAL), WITH CONTROL JOINTS AND EXPANSION JOINTS AS NOTED. ALL OTHER JOINTS MAY BE PATTERN JOINTS. 7. CONCRETE FINISH TYPE 4 (THIS AREA) SHALL BE SCORED IN SAW CUT PATTERN AS DRAWN, WITH EXPANSION JOINTS AS NOTED, ALL OTHER JOINTS SHALL BE CONTROL JOINTS.

NO.

T NG

PR

R E 43839 D G I ST E R E

ES S IO

LANDSCAPE GRADING NOTES: 1. LANDSCAPE GRADING: PROVIDE SMOOTH TRANSITIONS BETWEEN SLOPES WHILE MEETING ALL MINIMUM AND MAXIMUM SLOPE REQUIREMENTS AS SHOWN ON PLANS. 2. ALL SPOT ELEVATIONS OF TIES ARE AT CENTER LINE OF TIE.¬ GRADING OF TIES (SLOPES AND CROSS SLOPES) ARE TO MATCH SLOPES OF ADJACENT TRAIL UNLESS NOTED OTHERWISE NOTED (WITH SPOT ELEVATIONS) PROVIDE SMOOTH TANGENTIAL TRANSITIONS BETWEEN GRADE BREAKS WITHOUT VISIBLE PEAKS OR VALLEYS, WHERE PRESENT. MAXIMUM CROSS SLOPE OF TIES (LONGITUDINAL) SHALL NOT EXCEED 2%. 3. SEE CIVIL SHEETS AND PLANTING SHEETS FOR ALL DRAINAGE STRUCTURES. 4. FIELD VERIFY EXISTING GRADES AT PROJECT LIMITS AND MAKE ADJUSTMENTS WITH APPROVAL OF CITY ENGINEER TO MEET AND MATCH NEW CONSTRUCTION TO EXITING GRADES.

I

TO

BROWN STREET PLAZA ENLARGEMENT

LE A . A S SY F WA S H A

N

231

232

SE S

229

E

TB 46.60

1

FS 44.87

233

228

BOC EOC /12 /03 08

46

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


247 266

245

FS 45.62

258

FG 45.22

265

259

246 248

TB 49.50

253

249

264 257

R45'-0"

254

251

R1 25 '-0 "

252

FS 46.18

260

R15'-0"

TB 47.00 FS 45.28

262

261

FS 45.47 FS 45.43 FS 45.55

R4 96 '-1 1 2"

276 1.5%

1.5%

#

FS 45.79

1.5%

R1 10'0"

1.5 %

256

R119'-0"

255

R66'-2"

R57'-0"

FS 45.30 TB 47.00

R65'-0"

R7 5'0"

FS 46.00

263 1.5%

R4 98'1 1" 2

250

FS 45.61 TB 49.50

277

268

FS 46.20

FS 45.67

FS 46.28

EOC

275

274

FS 45.84

TB 47.90

273

FS 45.83

FS 45.90

1.5%

" R135'-0

BOC

TB 49.61

TB 47.40

272

" 5'-7 R3

R100'-0"

TB 47.90

% 1.5

T

1.5 %

TB 46.50 TB 46.50 FS 45.25

FS 45.79

267 " 0'-0 R10

R1 35'0"

FS 46.00

278

FS 45.83

270

TC 46.30

46

R145'-0"

269

1.5%

FS 45.93 FS 45.98

271

FS 45.85

FS 46.03

E: 1322343.38

241

N: 248243.1407

E: 1322351.86

242

N: 248224.9696

E: 1322366.78

243

N: 248216.5946

E: 1322376.37

244

N: 248217.7416

E: 1322390.53

245

N: 248188.8776

E: 1322402.15

246

N: 248176.4975

E: 1322430.56

247

N: 248180.1441

E: 1322433.54

248

N: 248171.2099

E: 1322418.28

249

N: 248164.3057

E: 1322420.66

250

N: 248160.1938

E: 1322430.16

251

N: 248156.2064

E: 1322420.49

252

N: 248151.3560

E: 1322421.87

253

N: 248160.5229

E: 1322443.65

254

N: 248148.8143

E: 1322439.16

255

N: 248133.1847

E: 1322448.22

256

N: 248134.7651

E: 1322449.55

257

N: 248137.9665

E: 1322485.33

258

N: 248133.0978

E: 1322488.44

259

N: 248137.0362

E: 1322492.22

260

N: 248123.4296

E: 1322479.76

261

N: 248125.3611

E: 1322480.50

262

N: 248109.7051

E: 1322522.05

263

N: 248118.4816

E: 1322531.35

264

N: 248110.1661

E: 1322535.09

265

N: 248112.6211

E: 1322540.28

266

N: 248116.3562

E: 1322541.71

267

N: 248106.7262

E: 1322473.36

268

N: 248099.7241

E: 1322470.67

269

N: 248093.3219

E: 1322455.76

270

N: 248090.1729

E: 1322469.15

271

N: 248081.7787

E: 1322481.36

272

N: 248090.2865

E: 1322501.90

273

N: 248074.9197

E: 1322508.71

274

N: 248082.2568

E: 1322511.52

275

N: 248079.4039

E: 1322527.54

276

N: 248088.7736

E: 1322545.15

277

N: 248080.6477

E: 1322547.87

278

N: 248062.7036

E: 1322538.36

279

N: 248051.5824

E: 1322530.75

NOTE: POINT 280 - POINT 289 NOT USED

LE A . A S SY F WA S H A O

S TAT

ON

PR

OF

LANDSCAPE GRADING NOTES: 1. LANDSCAPE GRADING: PROVIDE SMOOTH TRANSITIONS BETWEEN SLOPES WHILE MEETING ALL MINIMUM AND MAXIMUM SLOPE REQUIREMENTS AS SHOWN ON PLANS. 2. ALL SPOT ELEVATIONS OF TIES ARE AT CENTER LINE OF TIE.¬ GRADING OF TIES (SLOPES AND CROSS SLOPES) ARE TO MATCH SLOPES OF ADJACENT TRAIL UNLESS NOTED OTHERWISE NOTED (WITH SPOT ELEVATIONS) PROVIDE SMOOTH TANGENTIAL TRANSITIONS BETWEEN GRADE BREAKS WITHOUT VISIBLE PEAKS OR VALLEYS, WHERE PRESENT. MAXIMUM CROSS SLOPE OF TIES (LONGITUDINAL) SHALL NOT EXCEED 2%. 3. SEE CIVIL SHEETS AND PLANTING SHEETS FOR ALL DRAINAGE STRUCTURES. 4. FIELD VERIFY EXISTING GRADES AT PROJECT LIMITS AND MAKE ADJUSTMENTS WITH APPROVAL OF CITY ENGINEER TO MEET AND MATCH NEW CONSTRUCTION TO EXITING GRADES.

I

T NG

SE S

279

TO

LANDSCAPE LAYOUT NOTES: 1. UNLESS IDENTIFIED OTHERWISE ON DRAWINGS, DETAILS AND SPECIFICATIONS, UNLABELED CONCRETE JOINTS SHALL BE ASSUMED TO BE CONTROL JOINTS. 2. ALL SIDEWALK PAVING TO CONFORM TO CITY OF REDMOND STANDARDS.¬ NEW SIDEWALK JOINTS SHALL BE LOCATED TO ALIGHT WITH EXITING ADJACENT SIDEWALK JOINTS. 3. PROVIDE EXPANSION JOINTS AT ALL VERTICAL OBSTRUCTIONS AND AROUND FLUSH TIES WHEREVER TIE IS LOCATED IN CEMENT CONCRETE PAVING. 4. ALL TIES ARE PARALLEL TO ONE AND OTHER, RUNNING PERPENDICULAR TO TRAIL CORRIDOR, AS LOCATED ON PLANS. 5. CONCRETE FINISH TYPE 4 (THIS AREA) ¬SHALL BE SCORED IN SAW CUT 1' SQUARE GRID, WITH CONTROL JOINTS AND EXPANSION JOINTS AS NOTED. ALL OTHER JOINTS MAY BE PATTERN JOINTS. 6. CONCRETE FINISH TYPE 4 (THIS AREA) ¬SHALL BE SCORED IN SAW CUT BANDS AS DRAWN (BAND WIDTHS OF 1' AND 2' TYPICAL), WITH CONTROL JOINTS AND EXPANSION JOINTS AS NOTED. ALL OTHER JOINTS MAY BE PATTERN JOINTS. 7. CONCRETE FINISH TYPE 4 (THIS AREA) SHALL BE SCORED IN SAW CUT PATTERN AS DRAWN, WITH EXPANSION JOINTS AS NOTED, ALL OTHER JOINTS SHALL BE CONTROL JOINTS.

1.5%

EASTING

N: 248221.0090

R E 43839 D G I ST E R E

ES S IO

R

240

R5 0'0"

R6 0'-0 "

1.5%

TB 47.75

EX 45.09(FV) EX 44.89(FV)

NORTHING

240

EE

1.5 %

FS 44.40

POINT

N

FS 45.40

R67'-5"

243

242

NORTHING/EASTING COORDINATES

244

E

241

GI NA L E N

/12 /03 08

1

NO.

DATE

BY

LEARY WEST - ENLARGEMENT

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


NORTHING/EASTING COORDINATES

EX 45.31(FV)

MM

292

FS 45.65

308 294

297

FS 45.62

140 1.5%

301

3 R100'-2 4"

FS 43.05

304

1.5%

1.5%

316

314 3" R98'-2 4

" 5'-0 R6

'-0" R60

TB 49.61

FS 43.15

312

FS 44.26 '-0" R86 '-0" R84

R60'-0"

FS 45.45

'-0" R70

TC 45.37

311

% 1.5

FS 45.77 TB 48.27

293

310

306

302

TB 47.55 FS 45.55

% 1.5

FS 43.33

FS 44.44

307

291

315

313

309

1.5%

EX 45.11(FV) MM

R50'-0"

290

303

305

295

TC 45.47 299 296

298

300

CURB 45.10

R1 00 '-2 3 4"

POINT

NORTHING

EASTING

290

N: 248103.0287

E: 1322615.27

291

N: 248098.3024

E: 1322608.80

292

N: 248098.5470

E: 1322621.99

293

N: 248085.1145

E: 1322616.85

294

N: 248085.6742

E: 1322626.34

295

N: 248069.0524

E: 1322616.19

296

N: 248070.7362

E: 1322620.61

297

N: 248087.1125

E: 1322638.21

298

N: 248053.0345

E: 1322625.15

299

N: 248045.9502

E: 1322643.72

300

N: 248042.5623

E: 1322652.61

301

N: 248055.4561

E: 1322663.78

302

N: 248058.7117

E: 1322675.50

303

N: 248045.8315

E: 1322676.38

304

N: 248048.0712

E: 1322677.05

305

N: 248039.2518

E: 1322687.15

306

N: 248058.9040

E: 1322694.69

307

N: 248058.9185

E: 1322696.83

308

N: 248066.8125

E: 1322697.72

309

N: 248054.3482

E: 1322732.11

310

N: 248052.4793

E: 1322731.40

311

N: 248045.0038

E: 1322728.55

312

N: 248043.1349

E: 1322727.84

313

N: 248058.3865

E: 1322749.22

314

N: 248033.5879

E: 1322739.72

315

N: 248040.9218

E: 1322776.92

316

N: 248014.0458

E: 1322766.62

NOTE: POINT 317 - POINT 329 NOT USED

LEARY EAST - ENLARGEMENT

#

O

S TAT

N

OF

EE

R

ON

PR

R E 43839 D G I ST E R E

ES S IO

LANDSCAPE GRADING NOTES: 1. LANDSCAPE GRADING: PROVIDE SMOOTH TRANSITIONS BETWEEN SLOPES WHILE MEETING ALL MINIMUM AND MAXIMUM SLOPE REQUIREMENTS AS SHOWN ON PLANS. 2. ALL SPOT ELEVATIONS OF TIES ARE AT CENTER LINE OF TIE.¬ GRADING OF TIES (SLOPES AND CROSS SLOPES) ARE TO MATCH SLOPES OF ADJACENT TRAIL UNLESS NOTED OTHERWISE NOTED (WITH SPOT ELEVATIONS) PROVIDE SMOOTH TANGENTIAL TRANSITIONS BETWEEN GRADE BREAKS WITHOUT VISIBLE PEAKS OR VALLEYS, WHERE PRESENT. MAXIMUM CROSS SLOPE OF TIES (LONGITUDINAL) SHALL NOT EXCEED 2%. 3. SEE CIVIL SHEETS AND PLANTING SHEETS FOR ALL DRAINAGE STRUCTURES. 4. FIELD VERIFY EXISTING GRADES AT PROJECT LIMITS AND MAKE ADJUSTMENTS WITH APPROVAL OF CITY ENGINEER TO MEET AND MATCH NEW CONSTRUCTION TO EXITING GRADES.

I

T NG

SE S

LE A . A S SY F WA S H A

TO

LANDSCAPE LAYOUT NOTES: 1. UNLESS IDENTIFIED OTHERWISE ON DRAWINGS, DETAILS AND SPECIFICATIONS, UNLABELED CONCRETE JOINTS SHALL BE ASSUMED TO BE CONTROL JOINTS. 2. ALL SIDEWALK PAVING TO CONFORM TO CITY OF REDMOND STANDARDS.¬ NEW SIDEWALK JOINTS SHALL BE LOCATED TO ALIGHT WITH EXITING ADJACENT SIDEWALK JOINTS. 3. PROVIDE EXPANSION JOINTS AT ALL VERTICAL OBSTRUCTIONS AND AROUND FLUSH TIES WHEREVER TIE IS LOCATED IN CEMENT CONCRETE PAVING. 4. ALL TIES ARE PARALLEL TO ONE AND OTHER, RUNNING PERPENDICULAR TO TRAIL CORRIDOR, AS LOCATED ON PLANS. 5. CONCRETE FINISH TYPE 4 (THIS AREA) ¬SHALL BE SCORED IN SAW CUT 1' SQUARE GRID, WITH CONTROL JOINTS AND EXPANSION JOINTS AS NOTED. ALL OTHER JOINTS MAY BE PATTERN JOINTS. 6. CONCRETE FINISH TYPE 4 (THIS AREA) ¬SHALL BE SCORED IN SAW CUT BANDS AS DRAWN (BAND WIDTHS OF 1' AND 2' TYPICAL), WITH CONTROL JOINTS AND EXPANSION JOINTS AS NOTED. ALL OTHER JOINTS MAY BE PATTERN JOINTS. 7. CONCRETE FINISH TYPE 4 (THIS AREA) SHALL BE SCORED IN SAW CUT PATTERN AS DRAWN, WITH EXPANSION JOINTS AS NOTED, ALL OTHER JOINTS SHALL BE CONTROL JOINTS.

E

1

GI NA L E N

T BOC EOC /12 /03 08

46

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


EX 43.58(FV)

334

338 335

TB 45.75 FS 43.25

R88'-5"

333

FS 43.68

FS 42.90 FS 43.44 TB 44.50

342

E: 1323079.06

331

N: 247925.1704

E: 1323086.56

332

N: 247919.8296

E: 1323082.35

FS 43.40

333

N: 247910.6444

E: 1323082.89

356

334

N: 247931.8592

E: 1323099.73

335

N: 247924.9236

E: 1323107.08

336

N: 247903.7259

E: 1323094.91

337

N: 247899.4066

E: 1323105.10

338

N: 247921.5937

E: 1323121.87

339

N: 247912.4257

E: 1323139.78

340

N: 247903.8234

E: 1323140.18

341

N: 247896.0148

E: 1323138.06

342

N: 247889.6860

E: 1323148.70

343

N: 247892.9948

E: 1323134.47

344

N: 247893.2716

E: 1323138.85

345

N: 247870.6336

E: 1323135.78

346

N: 247865.3360

E: 1323127.89

347

N: 247858.2288

E: 1323119.88

348

N: 247851.3347

E: 1323137.13

349

N: 247889.3428

E: 1323159.46

350

N: 247889.6318

E: 1323164.32

351

N: 247879.2185

E: 1323158.02

352

N: 247879.5182

E: 1323159.50

353

N: 247884.6391

E: 1323188.89

354

N: 247865.9642

E: 1323181.73

355

N: 247860.6107

E: 1323197.42

356

N: 247874.3011

E: 1323198.93

357

N: 247877.9654

E: 1323204.07

358

N: 247880.1746

E: 1323163.54

357

FS 43.40

353

345

337 1.5 %

FS 43.43

FS 43.22

FS 43.22

351

FS 43.22

344

336

352

FS 42.79

355

358

343

354

R5 0'0"

1.5 %

0" 5'R7

EX 42.89(FV)

EASTING

N: 247940.5231

R1 15'0"

TB 45.30 TB 45.50

FS 43.80

1.5%

NORTHING

330

349

350

'-0" R60

EX 43.79(FV)

EX 43.74(FV) FS 43.62

POINT

R80'-0"

EX 43.84(FV)

341 R84'-0 "

R117 1 '-2 " 2

332

% 1.5

R102'-11 1 4"

1.5%

EX 43.72(FV)

R93'-0"

331

NORTHING/EASTING COORDINATES

340

FS 43.47

MM

EX 43.64(FV)

EX 43.74(FV) EX 43.81(FV)

339

1.5%

FS 43.80 TB 45.80

MM

R5 0'-0 "

330

EX 42.93(FV)

FS 42.97 FS 42.95 EX 43.00(FV) EX 42.84(FV) 348

346 347

EX 42.77(FV) EX 42.82(FV)

EX 42.91(FV) EX 42.86(FV)

NOTE: POINT 359 - POINT 369 NOTUSED

164TH INTERSECTION - ENLARGEMENT

#

O

S TAT

EE

N

OF

R E 43839 D G I ST E R E

ES S IO

R

ON

PR

LANDSCAPE GRADING NOTES: 1. LANDSCAPE GRADING: PROVIDE SMOOTH TRANSITIONS BETWEEN SLOPES WHILE MEETING ALL MINIMUM AND MAXIMUM SLOPE REQUIREMENTS AS SHOWN ON PLANS. 2. ALL SPOT ELEVATIONS OF TIES ARE AT CENTER LINE OF TIE.¬ GRADING OF TIES (SLOPES AND CROSS SLOPES) ARE TO MATCH SLOPES OF ADJACENT TRAIL UNLESS NOTED OTHERWISE NOTED (WITH SPOT ELEVATIONS) PROVIDE SMOOTH TANGENTIAL TRANSITIONS BETWEEN GRADE BREAKS WITHOUT VISIBLE PEAKS OR VALLEYS, WHERE PRESENT. MAXIMUM CROSS SLOPE OF TIES (LONGITUDINAL) SHALL NOT EXCEED 2%. 3. SEE CIVIL SHEETS AND PLANTING SHEETS FOR ALL DRAINAGE STRUCTURES. 4. FIELD VERIFY EXISTING GRADES AT PROJECT LIMITS AND MAKE ADJUSTMENTS WITH APPROVAL OF CITY ENGINEER TO MEET AND MATCH NEW CONSTRUCTION TO EXITING GRADES.

I

T NG

SE S

LE A . A S SY F WA S H A

TO

LANDSCAPE LAYOUT NOTES: 1. UNLESS IDENTIFIED OTHERWISE ON DRAWINGS, DETAILS AND SPECIFICATIONS, UNLABELED CONCRETE JOINTS SHALL BE ASSUMED TO BE CONTROL JOINTS. 2. ALL SIDEWALK PAVING TO CONFORM TO CITY OF REDMOND STANDARDS.¬ NEW SIDEWALK JOINTS SHALL BE LOCATED TO ALIGHT WITH EXITING ADJACENT SIDEWALK JOINTS. 3. PROVIDE EXPANSION JOINTS AT ALL VERTICAL OBSTRUCTIONS AND AROUND FLUSH TIES WHEREVER TIE IS LOCATED IN CEMENT CONCRETE PAVING. 4. ALL TIES ARE PARALLEL TO ONE AND OTHER, RUNNING PERPENDICULAR TO TRAIL CORRIDOR, AS LOCATED ON PLANS. 5. CONCRETE FINISH TYPE 4 (THIS AREA) ¬SHALL BE SCORED IN SAW CUT 1' SQUARE GRID, WITH CONTROL JOINTS AND EXPANSION JOINTS AS NOTED. ALL OTHER JOINTS MAY BE PATTERN JOINTS. 6. CONCRETE FINISH TYPE 4 (THIS AREA) ¬SHALL BE SCORED IN SAW CUT BANDS AS DRAWN (BAND WIDTHS OF 1' AND 2' TYPICAL), WITH CONTROL JOINTS AND EXPANSION JOINTS AS NOTED. ALL OTHER JOINTS MAY BE PATTERN JOINTS. 7. CONCRETE FINISH TYPE 4 (THIS AREA) SHALL BE SCORED IN SAW CUT PATTERN AS DRAWN, WITH EXPANSION JOINTS AS NOTED, ALL OTHER JOINTS SHALL BE CONTROL JOINTS.

E

1

GI NA L E N

T BOC EOC /12 /03 08

46

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


NORTHING/EASTING COORDINATES

EX 44.21 (FV)

RAILS TO BE BURIED BY GRADE, TYPICAL

381

EX 44.15 (FV)

384

383 5% 1.

1.5 %

382

FS 43.06

388

377 378 380

376

TB 45.50 TB 45.50

387 386 1.5%

TB 46.00

385 408

TB 46.00

NORTHING

EASTING

370

N: 247764.8174

E: 1323501.98

371

N: 247742.8763

E: 1323493.57

372

N: 247737.1689

E: 1323524.31

373

N: 247750.1449

E: 1323531.42

374

N: 247756.0026

E: 1323533.67

375

N: 247765.7237

E: 1323535.25

376

N: 247779.7299

E: 1323540.62

377

N: 247793.9539

E: 1323546.08

378

N: 247786.5677

E: 1323545.37

379

N: 247781.3857

E: 1323594.99

380

N: 247779.5561

E: 1323597.95

381

N: 247798.9994

E: 1323629.78

382

N: 247790.8424

E: 1323637.88

383

N: 247788.5566

E: 1323650.25

384

N: 247795.0095

E: 1323653.29

385

N: 247757.2256

E: 1323571.14

386

N: 247766.3864

E: 1323581.39

387

N: 247764.7483

E: 1323583.60

388

N: 247759.8182

E: 1323646.34

389

N: 247739.3979

E: 1323638.51

390

N: 247732.4517

E: 1323548.67

391

N: 247737.8260

E: 1323557.03

392

N: 247739.2265

E: 1323558.97

N: 247727.8911

E: 1323555.02

394

N: 247727.5425

E: 1323589.63

395

N: 247713.5694

E: 1323589.69

396

N: 247711.7673

E: 1323596.87

397

N: 247720.4500

E: 1323602.61

398

N: 247723.4616

E: 1323605.78

399

N: 247711.3258

E: 1323627.75

400

N: 247704.3227

E: 1323625.07

401

N: 247700.2337

E: 1323625.64

402

N: 247702.8571

E: 1323636.83

403

N: 247706.5146

E: 1323640.58

404

N: 247711.5884

E: 1323650.66

405

N: 247700.8248

E: 1323662.49

406

N: 247691.0716

E: 1323668.32

407

N: 247689.1220

E: 1323661.02

408

N: 247715.6423

E: 1323677.74

409

N: 247700.4137

E: 1323687.56

410

N: 247686.2661

E: 1323686.25

411

N: 247701.8745

E: 1323624.13

412

N: 247686.1839

E: 1323618.11

413

N: 247687.9344

E: 1323620.93

414

N: 247688.0103

E: 1323640.78

415

N: 247673.9142

E: 1323636.22

416

N: 247672.2227

E: 1323646.13

417

N: 247659.6602

E: 1323645.12

418

N: 247659.0176

E: 1323656.03

389 1.5 %

375

MM

374

398

391 392

405

399

% 1.5

5% 1.

373

409

404

TB 46.50

397

370

POINT

393

EX 44.56 406

401

394

TB 45.50

407

402

410

403

TB 46.00 1.5%

400

TB 46.71

393

395

EX 43.84(FV)

1.5%

390

372

1.5 %

EX 44.24(FV)

396

371 411 413

#

OF

166TH WEST - ENLARGEMENT

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

R

GI NA L E N

T BOC EOC

LANDSCAPE GRADING NOTES: 1. LANDSCAPE GRADING: PROVIDE SMOOTH TRANSITIONS BETWEEN SLOPES WHILE MEETING ALL MINIMUM AND MAXIMUM SLOPE REQUIREMENTS AS SHOWN ON PLANS. 2. ALL SPOT ELEVATIONS OF TIES ARE AT CENTER LINE OF TIE.¬ GRADING OF TIES (SLOPES AND CROSS SLOPES) ARE TO MATCH SLOPES OF ADJACENT TRAIL UNLESS NOTED OTHERWISE NOTED (WITH SPOT ELEVATIONS) PROVIDE SMOOTH TANGENTIAL TRANSITIONS BETWEEN GRADE BREAKS WITHOUT VISIBLE PEAKS OR VALLEYS, WHERE PRESENT. MAXIMUM CROSS SLOPE OF TIES (LONGITUDINAL) SHALL NOT EXCEED 2%. 3. SEE CIVIL SHEETS AND PLANTING SHEETS FOR ALL DRAINAGE STRUCTURES. 4. FIELD VERIFY EXISTING GRADES AT PROJECT LIMITS AND MAKE ADJUSTMENTS WITH APPROVAL OF CITY ENGINEER TO MEET AND MATCH NEW CONSTRUCTION TO EXITING GRADES.

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

R E 43839 D G I ST E R E

ES S IO

LANDSCAPE LAYOUT NOTES: 1. UNLESS IDENTIFIED OTHERWISE ON DRAWINGS, DETAILS AND SPECIFICATIONS, UNLABELED CONCRETE JOINTS SHALL BE ASSUMED TO BE CONTROL JOINTS. 2. ALL SIDEWALK PAVING TO CONFORM TO CITY OF REDMOND STANDARDS.¬ NEW SIDEWALK JOINTS SHALL BE LOCATED TO ALIGHT WITH EXITING ADJACENT SIDEWALK JOINTS. 3. PROVIDE EXPANSION JOINTS AT ALL VERTICAL OBSTRUCTIONS AND AROUND FLUSH TIES WHEREVER TIE IS LOCATED IN CEMENT CONCRETE PAVING. 4. ALL TIES ARE PARALLEL TO ONE AND OTHER, RUNNING PERPENDICULAR TO TRAIL CORRIDOR, AS LOCATED ON PLANS. 5. CONCRETE FINISH TYPE 4 (THIS AREA) ¬SHALL BE SCORED IN SAW CUT 1' SQUARE GRID, WITH CONTROL JOINTS AND EXPANSION JOINTS AS NOTED. ALL OTHER JOINTS MAY BE PATTERN JOINTS. 6. CONCRETE FINISH TYPE 4 (THIS AREA) ¬SHALL BE SCORED IN SAW CUT BANDS AS DRAWN (BAND WIDTHS OF 1' AND 2' TYPICAL), WITH CONTROL JOINTS AND EXPANSION JOINTS AS NOTED. ALL OTHER JOINTS MAY BE PATTERN JOINTS. 7. CONCRETE FINISH TYPE 4 (THIS AREA) SHALL BE SCORED IN SAW CUT PATTERN AS DRAWN, WITH EXPANSION JOINTS AS NOTED, ALL OTHER JOINTS SHALL BE CONTROL JOINTS.

I

ON

PR

418

1

O

T NG

415

LE A . A S SY F WA S H A

TO

EX 43.70(FV) EX 43.18(FV)

EE

417 SE S

416

N

414

S TAT

TB 46.50

E

412

46

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E

/12 /03 08


9'-0 1 2"

1.5%

3 6'-34"

BS 36.24

LANDSCAPE LAYOUT NOTES: 1. UNLESS IDENTIFIED OTHERWISE ON DRAWINGS, DETAILS AND SPECIFICATIONS, UNLABELED CONCRETE JOINTS SHALL BE ASSUMED TO BE CONTROL JOINTS. 2. ALL SIDEWALK PAVING TO CONFORM TO CITY OF REDMOND STANDARDS.¬ NEW SIDEWALK JOINTS SHALL BE LOCATED TO ALIGHT WITH EXITING ADJACENT SIDEWALK JOINTS. 3. PROVIDE EXPANSION JOINTS AT ALL VERTICAL OBSTRUCTIONS AND AROUND FLUSH TIES WHEREVER TIE IS LOCATED IN CEMENT CONCRETE PAVING. 4. ALL TIES ARE PARALLEL TO ONE AND OTHER, RUNNING PERPENDICULAR TO TRAIL CORRIDOR, AS LOCATED ON PLANS. 5. CONCRETE FINISH TYPE 4 (THIS AREA) ¬SHALL BE SCORED IN SAW CUT 1' SQUARE GRID, WITH CONTROL JOINTS AND EXPANSION JOINTS AS NOTED. ALL OTHER JOINTS MAY BE PATTERN JOINTS. 6. CONCRETE FINISH TYPE 4 (THIS AREA) ¬SHALL BE SCORED IN SAW CUT BANDS AS DRAWN (BAND WIDTHS OF 1' AND 2' TYPICAL), WITH CONTROL JOINTS AND EXPANSION JOINTS AS NOTED. ALL OTHER JOINTS MAY BE PATTERN JOINTS. 7. CONCRETE FINISH TYPE 4 (THIS AREA) SHALL BE SCORED IN SAW CUT PATTERN AS DRAWN, WITH EXPANSION JOINTS AS NOTED, ALL OTHER JOINTS SHALL BE CONTROL JOINTS.

2" 5'-

(16) RISERS @ 6" W/ 1% SLOPE

TS 35.21

LANDSCAPE GRADING NOTES: 1. LANDSCAPE GRADING: PROVIDE SMOOTH TRANSITIONS BETWEEN SLOPES WHILE MEETING ALL MINIMUM AND MAXIMUM SLOPE REQUIREMENTS AS SHOWN ON PLANS. 2. ALL SPOT ELEVATIONS OF TIES ARE AT CENTER LINE OF TIE.¬ GRADING OF TIES (SLOPES AND CROSS SLOPES) ARE TO MATCH SLOPES OF ADJACENT TRAIL UNLESS NOTED OTHERWISE NOTED (WITH SPOT ELEVATIONS) PROVIDE SMOOTH TANGENTIAL TRANSITIONS BETWEEN GRADE BREAKS WITHOUT VISIBLE PEAKS OR VALLEYS, WHERE PRESENT. MAXIMUM CROSS SLOPE OF TIES (LONGITUDINAL) SHALL NOT EXCEED 2%. 3. SEE CIVIL SHEETS AND PLANTING SHEETS FOR ALL DRAINAGE STRUCTURES. 4. FIELD VERIFY EXISTING GRADES AT PROJECT LIMITS AND MAKE ADJUSTMENTS WITH APPROVAL OF CITY ENGINEER TO MEET AND MATCH NEW CONSTRUCTION TO EXITING GRADES.

(6) RISERS @ 6" W/ 1% SLOPE BS 32.00 (FV)

TS 43.90

TS 52.16

3 LD-17

2 LD-17

3 LD-17

REDMOND WAY TRESTLE - ENLARGEMENT

TRESTLE, SHOWN FOR ILLUSTRATIVE ONLY, NOT TO SCALE, FIELD VERIFY EXISTING DIAMOND PLATE CURB, FIELD VERIFY ALL DIMENSIONS

1' CLR. MIN. (FACE OF FENCE)

1 CEMENT CONCRETE PAVEMENT LD-01 FINISH TYPE 1 & 4

TS 43.90

BS 44.00

5' 8" 12" MIN.

EXISTING 8" DRAIN, FIELD VERIFY, PRESERVE AND PROTECT TO MAINTAIN FREE DRAINAGE CONDITION. TIE INTO NEW DRAINAGE FACILITIES PER CIVIL PLANS AND DETAILS EXPOXY SET 1" DIA, 12" DOWEL INTO MAT FOOTING, TIE INTO THICKENED EDGE AT 18" O.C., DO NOT CONFLICT WITH WEEP HOLES OR EXISTING DRAINAGE STRUCTURE ALIGN THICKENED EDGE WITH EXISTING MAT FOOTING

EXISTING GRADE

2

PATH

NO.

DATE

BY

CKD.

STAIR SECTION AT REDMOND WAY

REVISION

(5) CONTINUOUS #4 REBAR, 1 2"1 CLR., (3) #4 REBAR 2-1/2" CLR. AT VERTICAL FACE # 4 REBAR @ 18" O.C

3

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

TRAIL PROFILE AT TRESTLE EDGE

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E

O

I

ON

2:1 SLOPE MAX.

BS 36.24

LE A . A S SY F WA S H A

T NG

2' MIN. CLEAR

EOC REFER TO CIVIL FOR PROPOSED SURFACE DRAINAGE CONDITIONS. REFER TO LANDSCAPE ENLARGEMENTS FOR FINISHED GRADES AND LAYOUT OF JOINTING. SUBGRADE, VARIES, REFER TO CIVIL EXISTING BALLAST ROCK EXISTING MAT FOOTING, FIELD VERIFY LOCATION, EXTENTS, DEPTH

OF

12'-0" RCC TRAIL

BOC 45°

PR

4 CONCRETE STAIR LD-02

T

TO

1 CEMENT CONCRETE PAVEMENT LD-01 FINISH TYPE 1 & 4

22" MAX. ABOVE GRADE (VARIES)

4"

SE S

3 HAND RAIL LD-02

R E 43839 D G I ST E R E

ES S IO

R

CONTROL JOINT, REFER TO PLANS

EE

212" DIA. WEEP HOLES @ 24" O.C.

1 VINYL COATED CHAIN LINK LD-03 FENCE

N

TS 52.16

E

1 VINYL COATED CHAIN LINK LD-03 FENCE

2 CEMENT CONCRETE PAVEMENT LD-01 FINISH TYPE 2 & 3

#

S TAT

1 VINYL COATED CHAIN LINK LD-03 FENCE

3" TYP. REFER TO GRADING PLANS

1

GI NA L E N

46

/12 /03 08


B&B OR BAREROOT TREES

SET ALL PLANTS PLUMB

REMOVE UNTREATED BURLAP FROM TOP 1/3 OF ROOTBALL. REMOVE TREATED BURLAP OR WIRE BASKETS COMPLETELY. MULCH. REFER TO SPECIFICATION 8-02 FOR TYPE AND DEPTH.

FINISH GRADE OF SOIL

BACKFILL PLANTING PIT WITH SPECIFIED MIX OF NATIVE AND IMPORTED SOIL,

PROVIDE WATER SAUCER SEE PLANT LIST & SPECS FOR SOIL TYPE AMENDED BACKFILL @ PIT PLANTING OR PLANTING EXCAVATIONS BELOW AMENDED SOIL PER SPECS. TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT.

SLOW RELEASE WATERING BAG REMOVE BURLAP, WIRE & STRING FROM TOP 2/3 OF ROOTBALL

(2) 2" Ø LODGE POLE WOODEN STAKES MULCH, REFER TO SPECIFICATION 8-02 DEPTH AND TYPE.

1" BLACK CHAIN LOCK, ARBOR TIE, OR APPROVED ALTERNATE.

3"-4"SOIL SAUCER FOR WATERING DURING ESTABLISHIMENT PERIOD

FERTILIZER

UNDISTURBED OR COMPACTED SUBGRADE.

6"

6" 2X DIAMETER IN SEEDED AREAS, MULCH LIMITED TO PIT PLANTING AND 6" BEYOND WATER SAUCER

NOTES: 1) EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE WILL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL.

UNDISTURBED OR COMPACTED SUBGRADE.

NOTES: 1) STAKE TREES 1-1/2" OR GREATER CALIPER, OR MULTI-STEM TALLER THAN 8'. 2) WHERE TREES OCCUR IN LAWN AREAS, PROVIDE A 6' DIAMETER MULCH RING. 3) REFER TO SPECIFICATION 8-02 FOR FURTHER INFORMATION ON ALL ELEMENTS NOT FULLY DESCRIBED IN DETAIL ABOVE

1

TREE PLANTING

2

B&B OR CONTAINERIZED SHRUB (TYP)

2:1 TYP

SET ROOTCROWN AT OR JUST ABOVE SOIL LEVEL (TYP)

NOTES:

REMOVE BURLAP, WIRE & STRING FROM TOP 2/3 OF ROOTBALL

1. STAKE TREES, ONE STAKE PER TREE ON WINDWARD SIDE; SECOND STAKE ON LEEWARD SIDE (UNLESS OTHERWISE DIRECTED) 2. SLOPES STEEPER THAN 2:1 MAY REQUIRE AN APPROVED EMBANKMENT STABILIZATION SYSTEM TO CREATE A LEVEL TREE PIT 3. REFER TO SPECIFICATION 8-02 FOR FURTHER INFORMATION ON ALL ELEMENTS NOT FULLY DESCRIBED IN DETAIL ABOVE

2) DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY UPON APPROVAL OF ENGINEER/LANDSCAPE ARCHITECT. CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. 3. REFER TO SPECIFICATION 8-02 FOR FURTHER INFORMATION ON ALL ELEMENTS NOT FULLY DESCRIBED IN DETAIL ABOVE

1:1 MAX

1'-0"MIN

1:1 SLOPE ON SIDES OF PLANTING PIT.

BACKFILL WITH MIXTURE OF NATIVE SOIL AND SOIL AMENDMENTS PER SPECIFICATION 8-02.

TREE STAKING

3

EXISTING GRADE (SEE GRADING PLAN)

TREE & SHRUB PLANTING ON SLOPE

1:1 MAX

6 LAWN LATERAL DRAIN LD-18 TOPSOIL E PER SPECIFICATIONS SEEDED LAWN

REMOVE UNTREATED BURLAP FROM TOP 1/3 OF ROOTBALL. REMOVE TREATED BURLAP OR WIRE BASKETS COMPLETELY.

PROVIDE WATER SAUCER

1:1 SLOPE ON SIDES OF PLANTING HOLE. UNDISTURBED OR COMPACTED SUBGRADE. 6"

6"

2X DIAMETER IN SEEDED AREAS, MULCH LIMITED TO PIT PLANTINGS AND 6" BEYOND WATER SAUCER

6" CORRUGATED, NON- PERFORATED PIPE (CP) MAINLINE DRAIN TO RAIN GARDEN, SEE TP-PLANS

5

GROUNDCOVER GRASS & SHRUB PLANTING

6

CAPPED PERFORATED FLEX STANDPIPE. 45 DEGREE WYE FITTING W/ PERFORATED END CAP TEE FITTING FOR INSPECTION RISER

7

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

WASHED GRAVEL " MIN GRAVEL ENVELOPE SIDES & BOTTOM OF 4" PVC 8" MIN.

LAWN LATERAL DRAIN

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4" LATERAL PERFORATED FLEX

NO.

2" MIN GRAVEL OVER LATERALS

4" PERFORATED FLEX LATERAL DRAIN PER PLANS

LAWN COLLECTOR DRAIN

VARIES - SEE PLAN

4

3" MIN DROP FROM I.E. OF 4" PVC TO I.E. OF 6" CP

4" PVC LATERAL DRAIN

SEE PLANT LIST & SPECS FOR SOIL TYPE

SLOPE LAWN AS INDICATED ON PLANS VARIES

2" MIN. WASHED GRAVEL OVER AND UNDER LATERALS

FERTILIZER

AMENDED BACKFILL @ PIT PLANTING OR PLANTING EXCAVATIONS BELOW AMENDED SOIL PER SPECS. TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT.

6" TOPSOIL 'E'

FINISH GRADE OF SOIL

MULCH. SEE SPECIFICATIONS FOR TYPE & DEPTH.

TOPSOIL 'E' PER SPECIFICATIONS.

2" MIN. CLR.

ROOTBALL DIAMETER

6" TOPSOIL 'E'

INSTALL TOP OF ROOTBALL 1" ABOVE SOIL BACKFILL PLANTING PIT WITH SPECIFIED MIX OF NATIVE AND IMPORTED SOIL

FIELD DRAINAGE CLEANOUT

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

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DATE:

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BID DOCUMENTS NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY: LG

STPE-1065(010)

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REDMOND CENTRAL CONNECTOR IRRIGATION PLAN STA 23+50 TO STA 28+50

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BID DOCUMENTS NO.

DATE

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REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY: LG

STPE-1065(010)

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DATE:

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REDMOND CENTRAL CONNECTOR IRRIGATION PLAN STA 28+50 TO STA 33+00

100

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DATE

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CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY: LG

STPE-1065(010)

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REDMOND CENTRAL CONNECTOR IRRIGATION PLAN

101

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BID DOCUMENTS NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY: LG

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY: LG

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DATE:

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REDMOND CENTRAL CONNECTOR IRRIGATION PLAN STA 33+00 TO STA 36+50

102

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BID DOCUMENTS NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY: LG

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY: LG

TOWNSHIP:T25N

DATE:

RANGE:

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LG

REDMOND CENTRAL CONNECTOR IRRIGATION PLAN STA 36+50 TO STA 40+50

103

135

IR05


BID DOCUMENTS NO.

DATE

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REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY: ####

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

DESIGNED BY:

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1721 8th Ave N Seattle, WA 98109

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

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1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

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1721 8th Ave N Seattle, WA 98109

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

DESIGNED BY:

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

DESIGNED BY:

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1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

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DATE:

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

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1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

DESIGNED BY:

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1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

DESIGNED BY:

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1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

DRAWN BY:

SECTION: 11 & 12

CHECKED BY: JC

TOWNSHIP:T25N

DATE:

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REDMOND CENTRAL CONNECTOR TRAIL ILLUMINATION PLAN STA 14+00 TO STA 18+50

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

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REDMOND CENTRAL CONNECTOR TRAIL ILLUMINATION PLAN STA 18+50 TO STA 23+50

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY: HJT

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15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

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1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

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SIDEWALK CLOSED AHEAD CROSS HERE

SIDEWALK CLOSED

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1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

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DATE:

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NO.

DATE

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REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

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SIDEWALK CLOSED AHEAD CROSS HERE

SIDEWALK CLOSED

SIDEWALK CLOSED

SIDEWALK CLOSED AHEAD CROSS HERE

NO.

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1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

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DATE:

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NO.

DATE

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REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

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DATE:

RANGE:

FILE:

R5E


NO.

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REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


SIDEWALK CLOSED AHEAD CROSS HERE

SIDEWALK CLOSED

SIDEWALK CLOSED AHEAD CROSS HERE

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


SIDEWALK CLOSED AHEAD CROSS HERE

SIDEWALK CLOSED

SIDEWALK CLOSED

SIDEWALK CLOSED AHEAD CROSS HERE

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


SIDEWALK CLOSED AHEAD CROSS HERE

SIDEWALK CLOSED AHEAD CROSS HERE

SIDEWALK CLOSED

SIDEWALK CLOSED AHEAD CROSS HERE

NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E


NO.

DATE

BY

CKD.

REVISION

1721 8th Ave N Seattle, WA 98109

206 325 6877 bergerpartnership.com

15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701

FEDERAL AID #:

DESIGNED BY:

STPE-1065(010)

DRAWN BY:

SECTION: 11 & 12

CHECKED BY:

TOWNSHIP:T25N

DATE:

RANGE:

FILE:

R5E

RCC Phase I Final Plans  

Final engineering drawings for the Redmond Central Connector Phase I. Bear Creek Trail to Sammamish Trail.

RCC Phase I Final Plans  

Final engineering drawings for the Redmond Central Connector Phase I. Bear Creek Trail to Sammamish Trail.

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