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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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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 #:
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T NG
E
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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
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EE
N
OF
NO.
R
ON
S TA
TE
T NG
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
/12 /03 08
TO
SE S
TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS
GI NA L E N
FEDERAL AID #:
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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:
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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:
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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:
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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
/12 /03 08
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)
DRAWN BY:
SECTION: 11 & 12
CHECKED BY:
TOWNSHIP:T25N
DATE:
RANGE:
FILE:
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0 12 -2
8-
3
1-800-424-5555
BID DOCUMENTS NO.
DATE
BY
CKD.
REVISION
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206 325 6877 bergerpartnership.com
15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701
FEDERAL AID #:
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STPE-1065(010)
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SECTION: 11 & 12
CHECKED BY: LG
TOWNSHIP:T25N
DATE:
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FILE:
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LG
REDMOND CENTRAL CONNECTOR IRRIGATION PLAN STA 23+50 TO STA 28+50
99
135
IR01
0 12 -2
8-
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1-800-424-5555
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 #:
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STPE-1065(010)
DRAWN BY:
SECTION: 11 & 12
CHECKED BY: LG
TOWNSHIP:T25N
DATE:
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FILE:
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LG
REDMOND CENTRAL CONNECTOR IRRIGATION PLAN STA 28+50 TO STA 33+00
100
135
IR02
12 -2 0
8-
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 #:
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STPE-1065(010)
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CHECKED BY: LG
TOWNSHIP:T25N
DATE:
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LG
REDMOND CENTRAL CONNECTOR IRRIGATION PLAN
101
3
135
IR03
0 12 -2
8-
3
1-800-424-5555
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:
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LG
REDMOND CENTRAL CONNECTOR IRRIGATION PLAN STA 33+00 TO STA 36+50
102
135
IR04
12
-2 0
8-
3
1-800-424-5555
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:
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R5E
LG
REDMOND CENTRAL CONNECTOR IRRIGATION PLAN STA 36+50 TO STA 40+50
103
135
IR05
BID DOCUMENTS NO.
DATE
BY
CKD.
REVISION
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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:
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R5E
----
REDMOND CENTRAL CONNECTOR IRRIGATION DETAILS
104
135
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OF
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DATE
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DRAWN BY:
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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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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
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FEDERAL AID #:
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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:
STPE-1065(010)
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FEDERAL AID #:
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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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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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CHECKED BY:
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DATE:
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FILE:
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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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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
FEDERAL AID #:
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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:
STPE-1065(010)
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FEDERAL AID #:
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REVISION
1721 8th Ave N Seattle, WA 98109
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DRAWN BY:
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GI NA L E N
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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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DATE:
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GI NA L E N
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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)
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FEDERAL AID #:
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206 325 6877 bergerpartnership.com
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DATE:
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GI NA L E N
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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)
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FEDERAL AID #:
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206 325 6877 bergerpartnership.com
15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701
DRAWN BY:
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CHECKED BY: JC
TOWNSHIP:T25N
DATE:
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HJT
REDMOND CENTRAL CONNECTOR TRAIL ILLUMINATION PLAN STA 9+50 TO STA 14+00
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N
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BID DOCUMENTS
DESIGNED BY: HJT
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FEDERAL AID #:
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117
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REVISION
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HJT
REDMOND CENTRAL CONNECTOR TRAIL ILLUMINATION PLAN STA 14+00 TO STA 18+50
N
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NO.
15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701
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REVISION
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DRAWN BY:
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R5E
HJT
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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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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DATE:
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FILE:
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HJT
REDMOND CENTRAL CONNECTOR TRAIL ILLUMINATION PLAN STA 23+50 TO STA 28+50
120
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BY
CKD.
REVISION
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206 325 6877 bergerpartnership.com
DRAWN BY:
SECTION: 11 & 12
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DATE:
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REDMOND CENTRAL CONNECTOR TRAIL ILLUMINATION PLAN STA 28+50 TO STA 33+00
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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
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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
STPE-1065(010)
DRAWN BY:
SECTION: 11 & 12
CHECKED BY: JC
TOWNSHIP:T25N
DATE:
RANGE:
FILE:
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HJT
REDMOND CENTRAL CONNECTOR TRAIL ILLUMINATION PLAN STA 44+50 TO STA 49+00
122
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REVISION
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206 325 6877 bergerpartnership.com
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DATE:
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FILE:
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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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FEDERAL AID #:
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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:
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SIDEWALK CLOSED AHEAD CROSS HERE
SIDEWALK CLOSED
SIDEWALK CLOSED
NO.
DATE
BY
CKD.
REVISION
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206 325 6877 bergerpartnership.com
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FEDERAL AID #:
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NO.
DATE
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206 325 6877 bergerpartnership.com
15670 N.E. 85TH STREET P.O. BOX 97010 REDMOND, WA 98073-9710 PH. (425) 556-2701
FEDERAL AID #:
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SIDEWALK CLOSED AHEAD CROSS HERE
SIDEWALK CLOSED
SIDEWALK CLOSED
SIDEWALK CLOSED AHEAD CROSS HERE
NO.
DATE
BY
CKD.
REVISION
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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:
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NO.
DATE
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CKD.
REVISION
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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:
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NO.
DATE
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CKD.
REVISION
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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