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RCC Phase I Final Plans

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

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RCC Final Full Size Plans.pdf15670 N.E. 85TH STREET
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FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
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TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS
PERVIOUS ASPHALT
CONCRETE- FINISH TYPE 1
CONCRETE-FINISH TYPE 3 (FLUSH TIES)
CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)
CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)
SYMBOL MATERIAL/ ELEMENT REFERENCE
PROPERTY LINE
EXISTING RIGHT-OF-WAY
ST EASEMENT
CLEARING LIMITS
EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS
FINISH GRADES
GENERAL SHEET LEGEND
REGIST E RED
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TRASH / RECYCLE RECEPTACLE
TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS
PERVIOUS ASPHALT
CONCRETE- FINISH TYPE 1
CONCRETE-FINISH TYPE 3 (FLUSH TIES)
CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)
CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)
SYMBOL MATERIAL/ ELEMENT REFERENCE
PROPERTY LINE
EXISTING RIGHT-OF-WAY
ST EASEMENT
CLEARING LIMITS
EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS
FINISH GRADES
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1 LD-17
DESIGNED BY:
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CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
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WF 15 | 16
1 | LD-03
5 | LD-02
BIKE RACK
TRASH / RECYCLE RECEPTACLE
TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS
PERVIOUS ASPHALT
CONCRETE- FINISH TYPE 1
CONCRETE-FINISH TYPE 3 (FLUSH TIES)
CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)
CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)
SYMBOL MATERIAL/ ELEMENT REFERENCE
PROPERTY LINE
EXISTING RIGHT-OF-WAY
ST EASEMENT
CLEARING LIMITS
EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS
FINISH GRADES
GENERAL SHEET LEGEND
1 LD-17
DESIGNED BY:
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CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
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1 | LD-03
5 | LD-02
BIKE RACK
TRASH / RECYCLE RECEPTACLE
TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS
PERVIOUS ASPHALT
CONCRETE- FINISH TYPE 1
CONCRETE-FINISH TYPE 3 (FLUSH TIES)
CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)
CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)
SYMBOL MATERIAL/ ELEMENT REFERENCE
PROPERTY LINE
EXISTING RIGHT-OF-WAY
ST EASEMENT
CLEARING LIMITS
EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS
FINISH GRADES
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1 LD-09
1 LD-06
1 LD-11
DESIGNED BY:
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15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
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WF 15 | 16
1 | LD-03
5 | LD-02
BIKE RACK
TRASH / RECYCLE RECEPTACLE
TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS
PERVIOUS ASPHALT
CONCRETE- FINISH TYPE 1
CONCRETE-FINISH TYPE 3 (FLUSH TIES)
CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)
CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)
SYMBOL MATERIAL/ ELEMENT REFERENCE
PROPERTY LINE
EXISTING RIGHT-OF-WAY
ST EASEMENT
CLEARING LIMITS
EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS
FINISH GRADES
GENERAL SHEET LEGEND
1 LD-12
LD-08 1
LD-07 1
LD-07 2
1 LD-13
1 LD-09
1 LD-11
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
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TOWNSHIP:T25N
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WF 15 | 16
1 | LD-03
5 | LD-02
BIKE RACK
TRASH / RECYCLE RECEPTACLE
TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS
PERVIOUS ASPHALT
CONCRETE- FINISH TYPE 1
CONCRETE-FINISH TYPE 3 (FLUSH TIES)
CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)
CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)
SYMBOL MATERIAL/ ELEMENT REFERENCE
PROPERTY LINE
EXISTING RIGHT-OF-WAY
ST EASEMENT
CLEARING LIMITS
EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS
FINISH GRADES
GENERAL SHEET LEGEND
RELOCATE STORMWATER MONITORING CABINET
1 LD-14
1 LD-09
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
WF 15 | 16
1 | LD-03
5 | LD-02
BIKE RACK
TRASH / RECYCLE RECEPTACLE
TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS
PERVIOUS ASPHALT
CONCRETE- FINISH TYPE 1
CONCRETE-FINISH TYPE 3 (FLUSH TIES)
CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)
CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)
SYMBOL MATERIAL/ ELEMENT REFERENCE
PROPERTY LINE
EXISTING RIGHT-OF-WAY
ST EASEMENT
CLEARING LIMITS
EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS
FINISH GRADES
GENERAL SHEET LEGEND
1 LD-15
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
WF 15 | 16
1 | LD-03
5 | LD-02
BIKE RACK
TRASH / RECYCLE RECEPTACLE
TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS
PERVIOUS ASPHALT
CONCRETE- FINISH TYPE 1
CONCRETE-FINISH TYPE 3 (FLUSH TIES)
CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)
CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)
SYMBOL MATERIAL/ ELEMENT REFERENCE
PROPERTY LINE
EXISTING RIGHT-OF-WAY
ST EASEMENT
CLEARING LIMITS
EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS
FINISH GRADES
GENERAL SHEET LEGEND
1 LD-16
1 LD-15
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
WF 15 | 16
1 | LD-03
5 | LD-02
BIKE RACK
TRASH / RECYCLE RECEPTACLE
TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS
PERVIOUS ASPHALT
CONCRETE- FINISH TYPE 1
CONCRETE-FINISH TYPE 3 (FLUSH TIES)
CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)
CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)
SYMBOL MATERIAL/ ELEMENT REFERENCE
PROPERTY LINE
EXISTING RIGHT-OF-WAY
ST EASEMENT
CLEARING LIMITS
EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS
FINISH GRADES
GENERAL SHEET LEGEND
1 LD-16
166TH WEST ENLARGEMENT FOR FURTHER DETAIL SEE ENLARGEMENT
COORDINATION WITH ARTIST, REFER TO SPECIFICATION 8-37 FOR COORDINATION AND BID ITEM
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
WF 15 | 16
1 | LD-03
5 | LD-02
BIKE RACK
TRASH / RECYCLE RECEPTACLE
TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS
PERVIOUS ASPHALT
CONCRETE- FINISH TYPE 1
CONCRETE-FINISH TYPE 3 (FLUSH TIES)
CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)
CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)
SYMBOL MATERIAL/ ELEMENT REFERENCE
PROPERTY LINE
EXISTING RIGHT-OF-WAY
ST EASEMENT
CLEARING LIMITS
EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS
FINISH GRADES
GENERAL SHEET LEGEND
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
WF 15 | 16
1 | LD-03
5 | LD-02
BIKE RACK
TRASH / RECYCLE RECEPTACLE
TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS
PERVIOUS ASPHALT
CONCRETE- FINISH TYPE 1
CONCRETE-FINISH TYPE 3 (FLUSH TIES)
CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)
CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)
SYMBOL MATERIAL/ ELEMENT REFERENCE
PROPERTY LINE
EXISTING RIGHT-OF-WAY
ST EASEMENT
CLEARING LIMITS
EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS
FINISH GRADES
GENERAL SHEET LEGEND
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
WF 15 | 16
1 | LD-03
5 | LD-02
BIKE RACK
TRASH / RECYCLE RECEPTACLE
TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS
PERVIOUS ASPHALT
CONCRETE- FINISH TYPE 1
CONCRETE-FINISH TYPE 3 (FLUSH TIES)
CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)
CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)
SYMBOL MATERIAL/ ELEMENT REFERENCE
PROPERTY LINE
EXISTING RIGHT-OF-WAY
ST EASEMENT
CLEARING LIMITS
EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS
FINISH GRADES
GENERAL SHEET LEGEND
170TH TRESTLE RENOVATION, REFER TO STRUCTURAL PLANS
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
WF 15 | 16
1 | LD-03
5 | LD-02
BIKE RACK
TRASH / RECYCLE RECEPTACLE
TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS
PERVIOUS ASPHALT
CONCRETE- FINISH TYPE 1
CONCRETE-FINISH TYPE 3 (FLUSH TIES)
CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)
CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)
SYMBOL MATERIAL/ ELEMENT REFERENCE
PROPERTY LINE
EXISTING RIGHT-OF-WAY
ST EASEMENT
CLEARING LIMITS
EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS
FINISH GRADES
GENERAL SHEET LEGEND
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
WF 15 | 16
1 | LD-03
5 | LD-02
BIKE RACK
TRASH / RECYCLE RECEPTACLE
TREE SYMBOLS - NOT TO SCALE REFER TO PLANTING PLAN - PP SHEETS
PERVIOUS ASPHALT
CONCRETE- FINISH TYPE 1
CONCRETE-FINISH TYPE 3 (FLUSH TIES)
CONCRETE - FINISH TYPE 4 (SPECIALTY CONCRETE)
CONCRETE - FINISH TYPE 5 (ROADWAY MEDIAN)
SYMBOL MATERIAL/ ELEMENT REFERENCE
PROPERTY LINE
EXISTING RIGHT-OF-WAY
ST EASEMENT
CLEARING LIMITS
EXISTING TREES, TO BE SAVED AND PROTECTED, REFER TO SITE PREP PLANS
FINISH GRADES
GENERAL SHEET LEGEND
LD-07 1 LD-07
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
SYMBOL MATERIAL REFERENCE DESCRIPTION FINISH NOTES
PERVIOUS ASPHALT REFER TO CIVIL 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.
SITE FURNISHINGS
SYMBOL MATERIAL REFERENCE DESCRIPTION FINISH NOTES
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 (INSTALLATION ONLY) REFER TO CIVIL 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
RAILING TYPE A - GUARDRAIL 1 | LD-03 BLACK VINYL COATED CHAINLINK FENCE REFER TO DETAIL REFER TO CIVIL FOR LAYOUT OF RAILING ON PLANS
RAILING TYPE B - SAFETY RAIL 5 | LD-02 WOOD POST WITH 2 CABLE RAILS POST & GALV. BRAIDED ROPE PER DETAIL
REFER TO CIVIL FOR LAYOUT OF RAILING ON PLANS
HANDRAIL (AT STAIRS) 3 | LD-02 316 STAINLESS STEEL RAILING WITH SKATE STOPS, UNLESS OTHERWISE NOTED
MATCH RAILING FINISH ALL WELDS TO BE GROUND SMOOTH, NO SHARP EDGES
WF 15 | 16
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
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
GENERAL SHEET LEGEND
43
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 PLANTING NOTES
65 L.F. 4" PERF. PIPE @ 0.5% MIN. SLOPE -->
PROVIDE TREES FOR PLANTING ON ABUTMENT: STATION 12+00 - 14+00, REFER TO PP15, PLANTING SCHEDULE.
12 ACER MACROPHYLLUM 30 ALNUS RUBRA 12 PSUDOTSUGA MENZISII
TREES ARE TO BE LOCATED AS DIRECTED BY THE ENGINEER.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
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
GENERAL SHEET LEGEND
43
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 PLANTING NOTES
65 L.F. 4" PERF. PIPE @ 0.5% MIN. SLOPE -->
PROVIDE TREES FOR PLANTING ON ABUTMENT: STATION 14+00 - 18+50, REFER TO PP15, PLANTING SCHEDULE.
15 ACER MACROPHYLLUM 24 ALNUS RUBRA 15 PSUDOTSUGA MENZISII
TREES ARE TO BE LOCATED AS DIRECTED BY THE ENGINEER.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
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
GENERAL SHEET LEGEND
43
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 PLANTING NOTES
65 L.F. 4" PERF. PIPE @ 0.5% MIN. SLOPE -->
PROVIDE TREES FOR PLANTING ON ABUTMENT: STATION 18+50 - 23+00, REFER TO PP15, PLANTING SCHEDULE.
20 ACER MACROPHYLLUM 35 ALNUS RUBRA 20 PSUDOTSUGA MENZISII
TREES ARE TO BE LOCATED AS DIRECTED BY THE ENGINEER.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
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
GENERAL SHEET LEGEND
43
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 PLANTING NOTES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
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
GENERAL SHEET LEGEND
43
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 PLANTING NOTES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
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
GENERAL SHEET LEGEND
43
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 PLANTING NOTES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
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
GENERAL SHEET LEGEND
43
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 PLANTING NOTES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
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
GENERAL SHEET LEGEND
43
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 PLANTING NOTES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
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
GENERAL SHEET LEGEND
43
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 PLANTING NOTES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
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
GENERAL SHEET LEGEND
43
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 PLANTING NOTES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
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
GENERAL SHEET LEGEND
43
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 PLANTING NOTES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
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
GENERAL SHEET LEGEND
43
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 PLANTING NOTES
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
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
GENERAL SHEET LEGEND
43
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 PLANTING NOTES
65 L.F. 4" PERF. PIPE @ 0.5% MIN. SLOPE -->
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.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
STPE-1065(010)
08/03/12
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)
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).
ADJ. SURFACE VARIES, SEE PLANS
COLD JOINT: W/ 1/4" TOOLED RADIUS WITHOUT SHINER (NO TOOL MARKS),TYP.
CONTROL JOINT: 3/16" TOOLED RADIUS WITHOUT SHINER (NO TOOL MARKS) OR SAWCUT JOINT (SEE PLANS)
M IN
. 1 /3
D E
P TH
O F
S LA
B
95% COMPACTED SUBGRADE. PLACE AND COMPACT CRUSHED ROCK TO PROVIDE UNIFORM SUBGRADE FOR RAIL PLACEMENT WITH 1% MINIMUM 2% MAXIMUM PER PLANS.
2" A
S R
E Q
U IR
E D
T O
M E
E T
TO P
O F
R A
IL
6" 1'-0" 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.31 2"
3"
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.
FLUSH
VARIES 18" MIN. CLR.
EDGE/TRANSITION FROM PAVING TO ADJACENT CONDITION, EACH SIDE
RAIL AT EDGE/TRANSITION SHALL BE SET PER PLANS AND FIELD VERIFIED WITH ENGINEER OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
NOTE: CONTRACTOR SHALL ASSUME PLACEMENT OF ALL RAILS ON SITE AS IDENTIFIED FOR RE-USE. (FOR BID PURPOSES ASSUME PLACEMENT OF 125 RAILS @ 30' (+) LENGTHS.
95% COMPACTED SUBGRADE
CONCRETE FINISH, REFER TO PLANS
95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL (TYP.)
4" 2"
M IN
45°
EXISTING RAIL ABUTMENT GRADE, TYP.
1 LD-01
2' VERTICAL CLEAR ZONE
4"
1' CLR. MIN. (FACE OF FENCE)
1' M
A X.
A B
O VE
G R
A D
(4) CONTINUOUS #4 REBAR, 1 1 2" CLR.,
2-1/2" CLR. AT VERTICAL FACE4'
12" MIN.
1' 4"
#4 REBAR @ 8" O.C.
2 LD-01
CONTROL JOINT, SEE PLANS
5 8" MINUS CRUSHED ROCK
2" 31 2"
95% COMPACTED SUBGRADE
SHOVEL CUT EDGE
1 LD-03
4"
1' M
A X.
A B
O VE
G R
A D
# 4 REBAR @ 18" O.C
2-1/2" CLR. AT VERTICAL FACE
1 4" M A
TRAIL PAVING MATERIAL VARIES, SEE PLANS
2'-0" VERTICAL CLEAR ZONE MATERIAL VARIES, SEE PLANTING PLAN & LANDSCAPE PLAN
2.0% MAX.
VARIES AS REQUIRED FOR 4:1 MAX. SLOPE RETURN TO EXISTING GRADE
SEED/RESTORE TO LIMITS OF GRADING AND DISTURBANCE
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
CRUSHED ROCK AND EMBEDDED RAIL PAVEMENT5
CEMENT CONCRETE PAVEMENT - FINISH TYPE 1 & 41
TRAIL PROFILE (STATION POINT 16+27 - 16+57)7STEEL EDGING6
STEP AT FLUSH TIE10
TRAIL EDGE TRANSITION (24+00 - 60+00)3
REGIST E RED
CABLE: 38 GALV. IWRC WIRE ROPE
LINE POST AND TERMINAL POSTS: 6" Ø WOOD. PREDRILL FOR CABLE SYSTEM SMOOTH ALL EDGES OF CABLE HOLES FOR CLEAN, FRICTION FREE PASS THROUGH.
8'-0" O.C.
2' -6
POST CONNECTION: 12" JAW AND THREADED ROD TURNBUCKLE ASSEMBLY.
POST BRACING: 12" JAW AND JAW TURNBUCKLE ASSEMBLY. CONNECT TO POST W/ THREADED EYE BOLT.
BRACE ANCHORING: SPELTER SOCKET W/ JAW END. ANCHOR TO CONC. FTG. W/ THREADED EYE BOLT W/ NUT AND WASHER
NOTES: 1. ALL HARDWARE TO BE GALVANIZED STEEL. 2. ALL THREADED RODS, EYE BOLTS NUT AND WASHERS TO BE 1
2" SIZE. 3. CONTRACTOR TO SUBMIT SHOP DRAWINGS PRIOR TO CONSTRUCTION. 4. ALL NUTS TO BE LOCKNUTS WITH LOCKING WASHERS.
1' -6
" 1'-0" Ø
1" T
YP .
45°
6"
TERMINAL POST: 100' MAX. TO NEXT TERMINAL POST. IF TERMINAL POST OCCUR W/N LINE THEN PROVIDE POST BRACING ON EA. SIDE.
12" OR 14" SEE PLANS
6"
SLOPE TO DRAIN
#4 REBAR AT 18" O.C. BOTH WAYS 3" CLEAR FROM EDGE
95% COMPACTED SUBGRADE UNDISTURBED NATIVE SOIL
8" LONG SMOOTH STEEL ROD GREASE AND SLEEVE ONE END, TYP. AT 3'-0" O.C.
#4 REBAR CONTINUOUS AT EACH NOSING
MATERIAL VARIES, SEE PLANS
3 LD-02
HAND RAIL
RUBBER BUMPER MATERIAL, SANTOPRENE OR APPROVED EQUAL
2"
SCALE: 3"=1'-0"
ACCESS GATE LOCK
1/8" THICK SPUN ALUMINUM OPENING LID WITH TWO OPENINGS AND CLOSURE FLAPS.
ONE SIDE DEDICATED TO LITTER, ONE SIDE DEDICATED TO RECYCLING. PROVIDE SPLIT LINER
1" x 1" SOLID STEEL SUPPORT LEG
1-1/2" x 3/16" ALUMINUM VERTICAL STRAPS, WELDED TO TOP AND BOTTOM ALUMINUM RINGS
2-1/2" WIDE ALUMINUM RING, TOP AND BOTTOM SURFACE MOUNT BRACKETS W/ 7/16" Ø HOLES
FORMED POLYETHYLENE LINER WITHIN DIVED FOR DOUBLE USE RECYCLING/LITTER BY 16 GAGE GALVANIZED DIVIDER RIVETED IN PLACE
NOTE: METAL AND ALUMINUM ELEMENTS SHALL RECEIVE A METAL-POLYESTER POWDERCOAT IN COLOR 'STONE' OR APPROVED EQUAL
TOP VIEW
SIDE VIEW 01 SIDE VIEW 02
CONCRETE MOUNTING PAD, FOR USE IN GRAVEL AND PLANTING ZONES, SEE PLANS
STAINLESS STEEL ANCHOR BOLT, EPOXY SET IN CONCRETE PAD
MATERIAL VARIES, SEE PLANS
SKATE STOP - 14" 316 S.S. TABS UNLESS NOTED OTHERWISE, MATCH RAIL FINISH, WELDED TO RAIL AT 48" O.C.
3"
2' -1
EQ.
EQ.
R3"
1'-21 2"
"
2" x 1" x 0.120" MILD STEEL RECTANGULAR TUBING WITH RUBBER BUMPER ON EACH SIDE
4" x 1/2" Ø REBAR CROSS ANCHOR
4" CONCRETE FOOTING
95% COMPACTED SUBGRADE
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
6' TYP.
3' -6
CONCRETE
TENSION BAR
TENSION BAND
FABRIC: FUSED BONDED VINYL, COLOR BLACK
POST CAPFABRIC TIE
TOP RAIL (TOP RAIL SHALL BE PRE FABRICATED TO MEET RADII IF CURVATURE IS LESS THAN 200')
2" ID LINE POST
LINE POST CAP
2' MIN. 10' MIN. 12' TYP. REFER TO PLANS 2' MIN.
EXISTING RAIL ABUTMENT GRADE, TYP.
CONDITION VARIES, REFER TO PLAN
1 LD-01
5 LD-01
PLANTING
2"
WALLS AND 36" O.C. DO NOT APPLY AT GROUT JOINTS
2. FINISH: HARD ANODIZED 3. MATERIAL: 6061-T6 ALUMINUM
ANCHOR (5/16 -18 X 1 3 4")
INSTALL WITH TAMPERPROOF S.S. HARDWARE & GALVANIC RESISTANT SPACER TO FERROUS METALS
PRE DRILL CONCRETE BENCH, INSTALL ANCHOR/SHIELD, EPOXY WITH TWO PART EPOXY MIX, NO GROUT
R 1 4 "
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
VINYL COATED CHAIN LINK FENCE1 ABUTMENT TRAIL PAVING W RAILING2
SKATE STOP @ CONCRETE BENCH3
SECTION_01 SECTION_02
PRECAST CUSTOM BENCH PROVIDE SMOOTH FINISH WITH NO TOOL MARKS
7'-6"
4" 4" 4" 4"
PRECAST CUSTOM BENCH PROVIDE SMOOTH FINISH WITH NO TOOL MARKS
REINFORCE PER MANUFACTURER'S SPECIFICATIONS
5/8" MINUS CRUSHED ROCK
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
PRECAST CUSTOM BENCH PROVIDE SMOOTH FINISH WITH NO TOOL MARKS
REINFORCE PER MANUFACTURER'S SPECIFICATIONS
5/8" MINUS CRUSHED ROCK
MODULE 01 - 02 CONNECTION ENLARGEMENT
CONDITION UNDERNEATH BENCH TO MATCH ADJACENT SURFACE MATERIAL, REFER TO PLANS
USE MODULE 02 FOR MULTIPLE BENCH LENGTHS
2" X 2" X 38" GALAVNIZED STEEL ANGLE
MODULE 02MODULE 01
1 4" X 3" GALVANIZED STEELMACHINE BOLT W/ EXPANSION SHIELD ANCHOR AND WASHER
5 LD-05
2"
1'-6"
6"
6"
3"
3"
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
BENCH - MODULE 031
-BENCH-CONNECTION ENLARGEMENT- ANGLE5
2' MIN. CLEAR
12'-0" RCC TRAIL
2' MIN. CLEAR
RAIN GARDEN EDDY
1 LD-01
1 LD-01
1 LD-01
12'-0" RCC TRAIL
2' MIN. CLEAR
BENCH - MODULE 03
1 LD-01
3 LD-04
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
SECTION 02 - PLAZA @ 161ST AVE NE2
3
1
BY OTHERS
2 LD-01
4 LD-01
1 LD-01
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
BROWN STREET
LOWER PLAZA
STAIR/LANDSCAPE TRANSITION
UPPER PLAZA
CEMENT CONCRETE PAVEMENT - FINISH TYPE 1 & 4
1 LD-01
1 LD-04
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
SECTION 06 - STEPS @ 161ST AVE RAIN GARDEN2
15
09
18
19
20
13
TC 45.10
HP 45.40
NORTHING/EASTING COORDINATES POINT NORTHING EASTING
01 N: 248348.0810 E: 1321951.50
02 N: 248324.5579 E: 1321944.69
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
11 N: 248268.9361 E: 1322154.20
12 N: 248281.5394 E: 1322203.53
13 N: 248202.6501 E: 1322195.99
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
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.
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.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
REGIST E RED
EX 47.19(FV)
EX 46.75(FV)
EX 46.30(FV)
EX 45.82(FV)
FS 47.13
EX 45.56(FV)
FS 47.07
FS 44.15
FS 43.75
FS 43.75
FS 44.25
FS 47.00
TB 46.00
TB 48.00
FS 47.90
FS 46.00
TS 46.00
FS 47.57
FS 43.25 FS 46.50
FS 47.40
FS 47.23
FS 47.00
45 50
NORTHING/EASTING COORDINATES POINT NORTHING EASTING
40 N: 248494.1731 E: 1321719.89
41 N: 248481.0293 E: 1321710.07
42 N: 248473.1763 E: 1321718.33
43 N: 248446.2547 E: 1321710.17
44 N: 248439.4242 E: 1321707.55
45 N: 248428.2193 E: 1321703.25
46 N: 248426.8187 E: 1321702.72
47 N: 248433.4208 E: 1321723.30
48 N: 248445.6020 E: 1321727.97
49 N: 248428.8165 E: 1321729.77
50 N: 248422.2158 E: 1321719.01
51 N: 248421.5042 E: 1321720.87
52 N: 248421.6064 E: 1321726.22
53 N: 248419.4721 E: 1321726.21
54 N: 248430.6854 E: 1321730.48
55 N: 248426.9365 E: 1321739.04
56 N: 248415.0669 E: 1321739.96
57 N: 248417.5463 E: 1321754.20
58 N: 248415.0948 E: 1321754.11
59 N: 248414.7299 E: 1321757.75
60 N: 248411.9075 E: 1321757.98
61 N: 248411.6307 E: 1321761.29
62 N: 248411.4594 E: 1321764.28
63 N: 248412.2268 E: 1321784.20
64 N: 248412.7783 E: 1321788.16
65 N: 248413.8525 E: 1321794.06
66 N: 248415.2414 E: 1321799.99
67 N: 248416.3175 E: 1321803.84
68 N: 248423.8115 E: 1321808.85
69 N: 248406.1430 E: 1321802.08
70 N: 248421.6853 E: 1321810.80
71 N: 248418.7473 E: 1321811.20
72 N: 248419.2271 E: 1321812.42
73 N: 248423.6203 E: 1321829.21
74 N: 248424.4551 E: 1321843.14
75 N: 248428.8736 E: 1321868.38
76 N: 248417.0701 E: 1321863.86
77 N: 248415.2030 E: 1321863.14
78 N: 248406.3325 E: 1321859.74
79 N: 248387.3805 E: 1321852.48
80 N: 248384.2231 E: 1321851.27
81 N: 248420.1014 E: 1321900.67
82 N: 248410.4976 E: 1321896.99
83 N: 248403.9370 E: 1321894.48
84 N: 248397.6398 E: 1321892.06
85 N: 248375.3102 E: 1321772.96
86 N: 248376.1276 E: 1321774.78
87 N: 248379.3974 E: 1321782.08
88 N: 248380.2148 E: 1321783.91
89 N: 248383.1650 E: 1321793.27
90 N: 248376.1619 E: 1321790.59
91 N: 248367.7338 E: 1321789.50
92 N: 248358.4934 E: 1321783.81
93 N: 248362.1082 E: 1321778.87
94 N: 248356.7119 E: 1321781.28
95 N: 248347.5751 E: 1321797.88
96 N: 248359.5336 E: 1321841.80
97 N: 248358.0875 E: 1321841.24
98 N: 248349.4695 E: 1321837.94
99 N: 248343.4001 E: 1321835.61
100 N: 248329.9107 E: 1321830.44
101 N: 248322.9076 E: 1321827.76
102 N: 248319.6182 E: 1321830.91
103 N: 248312.3176 E: 1321823.70
104 N: 248308.9699 E: 1321822.42
105 N: 248302.8787 E: 1321820.08
106 N: 248298.0392 E: 1321833.25
107 N: 248317.8277 E: 1321844.16
108 N: 248323.9979 E: 1321846.52
109 N: 248321.7873 E: 1321845.68
110 N: 248324.6014 E: 1321855.91
111 N: 248348.8322 E: 1321873.12
112 N: 248336.0895 E: 1321885.54
113 N: 248326.0304 E: 1321881.55
114 N: 248308.6479 E: 1321840.64
115 N: 248310.7475 E: 1321850.60
116 N: 248304.9381 E: 1321848.37
117 N: 248302.2126 E: 1321855.24
118 N: 248303.6252 E: 1321873.14
119 N: 248297.7952 E: 1321870.92
120 N: 248294.8710 E: 1321844.52
121 N: 248290.0205 E: 1321842.66
122 N: 248283.5730 E: 1321840.18
123 N: 248290.7302 E: 1321850.84
124 N: 248285.3714 E: 1321848.79
125 N: 248281.4810 E: 1321847.30
126 N: 248286.7704 E: 1321857.65
127 N: 248277.4960 E: 1321860.91
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.
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.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
REGIST ERED
N OT
GNI HSAWFO
ET AT
TB 47.50
TB 47.00
NORTHING/EASTING COORDINATES POINT NORTHING EASTING
140 N: 248389.7608 E: 1321967.37
141 N: 248385.6940 E: 1321965.82
142 N: 248390.9008 E: 1321980.50
143 N: 248362.2872 E: 1321996.37
144 N: 248364.4671 E: 1322007.29
145 N: 248367.9484 E: 1322012.08
146 N: 248346.9977 E: 1322031.34
147 N: 248352.3542 E: 1322036.24
148 N: 248360.3993 E: 1322042.99
149 N: 248335.1167 E: 1322063.04
150 N: 248336.8000 E: 1322075.32
151 N: 248325.2467 E: 1322062.59
152 N: 248315.0315 E: 1322061.98
153 N: 248313.1761 E: 1322062.72
154 N: 248350.6020 E: 1322091.70
155 N: 248348.7187 E: 1322096.70
156 N: 248342.6668 E: 1322112.62
157 N: 248328.1570 E: 1322107.05
158 N: 248326.0868 E: 1322100.13
159 N: 248349.4623 E: 1321964.61
160 N: 248325.4970 E: 1321942.90
161 N: 248318.8369 E: 1321952.87
162 N: 248307.3084 E: 1321965.89
163 N: 248325.0667 E: 1321995.65
164 N: 248324.5030 E: 1322029.23
165 N: 248310.4975 E: 1322023.86
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
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.
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.
176 N: 248281.2249 E: 1322012.64
177 N: 248284.4991 E: 1322026.85
178 N: 248274.3717 E: 1322016.98
179 N: 248289.8034 E: 1321921.46
180 N: 248279.4739 E: 1321925.27
181 N: 248274.6591 E: 1321919.31
182 N: 248268.2773 E: 1321933.49
183 N: 248278.7719 E: 1321937.51
184 N: 248276.2523 E: 1321936.55
185 N: 248264.0212 E: 1321949.29
186 N: 248274.4420 E: 1321953.29
187 N: 248262.4782 E: 1321971.65
188 N: 248274.7096 E: 1321976.34
189 N: 248269.6240 E: 1321989.74
190 N: 248265.0815 E: 1321990.38
191 N: 248266.1770 E: 1322007.12
192 N: 248245.7338 E: 1322032.11
193 N: 248254.3429 E: 1321914.86
194 N: 248248.8794 E: 1321926.05
195 N: 248239.5945 E: 1321935.05
196 N: 248232.3409 E: 1321937.15
197 N: 248247.6940 E: 1321943.03
198 N: 248226.9820 E: 1321952.86
199 N: 248240.1679 E: 1321963.10
200 N: 248228.1027 E: 1321964.45
201 N: 248249.3772 E: 1321966.63
202 N: 248246.7405 E: 1321973.50
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FS 45.38
TS 44.87
FS 44.69
TS 45.10
FS 45.00
FS 45.19
FS 44.69
TB 46.60
TB 46.60
TB 47.10
TB 46.50
TB 46.60
NORTHING/EASTING COORDINATES 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
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.
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.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
BROWN STREET PLAZA ENLARGEMENT1
REGIST ERED
N OT
GNI HSAWFO
ET AT
FS 45.83
TB 49.50
TB 47.00
TB 47.40
TB 47.90
TB 49.61
NORTHING/EASTING COORDINATES POINT NORTHING EASTING
240 N: 248221.0090 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
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.
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.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
REGIST ERED
N OT
GNI HSAWFO
ET AT
NORTHING/EASTING COORDINATES 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
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.
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.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
REGIST ERED
N OT
GNI HSAWFO
ET AT
EX 42.77(FV)
FS 43.25
FS 43.40
NORTHING/EASTING COORDINATES POINT NORTHING EASTING
330 N: 247940.5231 E: 1323079.06
331 N: 247925.1704 E: 1323086.56
332 N: 247919.8296 E: 1323082.35
333 N: 247910.6444 E: 1323082.89
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
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.
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.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
REGIST ERED
N OT
GNI HSAWFO
ET AT
NORTHING/EASTING COORDINATES POINT 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
393 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
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.
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.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
REGIST ERED
N OT
GNI HSAWFO
ET AT
1.5%
6' -3
3 4"
9'- 0
1 2 "
5'- 2"
LD-17 2
4 LD-02
CONCRETE STAIR
3 LD-02
HAND RAIL
EXISTING GRADE
1 LD-01
1 LD-03
1 LD-01
1 LD-03
4"
22 " M
A X.
A B
O VE
G R
A D
E (V
A R
IE S
#4 REBAR 2-1/2" CLR. AT VERTICAL FACE12" MIN.
45°
S
EXISTING DIAMOND PLATE CURB, FIELD VERIFY ALL DIMENSIONS TRESTLE, SHOWN FOR ILLUSTRATIVE ONLY, NOT TO SCALE, FIELD VERIFY
5'
EXISTING BALLAST ROCK EXISTING MAT FOOTING, FIELD VERIFY LOCATION, EXTENTS, DEPTH
EXISTING 8" DRAIN, FIELD VERIFY, PRESERVE AND PROTECT TO MAINTAIN FREE DRAINAGE CONDITION. TIE INTO NEW DRAINAGE FACILITIES PER CIVIL PLANS AND DETAILS
21 2" DIA. WEEP HOLES @ 24" O.C.
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
8"
REFER TO CIVIL FOR PROPOSED SURFACE DRAINAGE CONDITIONS. REFER TO LANDSCAPE ENLARGEMENTS FOR FINISHED GRADES AND LAYOUT OF JOINTING. SUBGRADE, VARIES, REFER TO CIVIL
CONTROL JOINT, REFER TO PLANS
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.
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.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
REGIST ERED
N OT
GNI HSAWFO
ET AT
LD-17 3
LD-17 3
REGIST ERED
N OT
GNI HSAWAFO
ET AT
SS YLE A. ASATO
REMOVE UNTREATED BURLAP FROM TOP 1/3 OF ROOTBALL. REMOVE TREATED BURLAP OR WIRE BASKETS COMPLETELY.
FERTILIZER
FINISH GRADE OF SOIL
TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT.
MULCH. REFER TO SPECIFICATION 8-02 FOR TYPE AND DEPTH.
BACKFILL PLANTING PIT WITH SPECIFIED MIX OF NATIVE AND IMPORTED SOIL,
1:1 SLOPE ON SIDES OF PLANTING PIT.
UNDISTURBED OR COMPACTED SUBGRADE.
2X DIAMETER
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.
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
AMENDED BACKFILL @ PIT PLANTING OR PLANTING EXCAVATIONS BELOW AMENDED SOIL PER SPECS.
SEE PLANT LIST & SPECS FOR SOIL TYPE
IN SEEDED AREAS, MULCH LIMITED TO PIT PLANTING AND 6" BEYOND WATER SAUCER
6" 6"
ROOTBALL DIAMETER
2X DIAMETER
INSTALL TOP OF ROOTBALL 1" ABOVE SOIL BACKFILL PLANTING PIT WITH SPECIFIED MIX OF NATIVE AND IMPORTED SOIL
REMOVE UNTREATED BURLAP FROM TOP 1/3 OF ROOTBALL. REMOVE TREATED BURLAP OR WIRE BASKETS COMPLETELY.
FERTILIZER
1:1 SLOPE ON SIDES OF PLANTING HOLE.
TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT.
UNDISTURBED OR COMPACTED SUBGRADE.
MULCH. SEE SPECIFICATIONS FOR TYPE & DEPTH.
AMENDED BACKFILL @ PIT PLANTING OR PLANTING EXCAVATIONS BELOW AMENDED SOIL PER SPECS.
SEE PLANT LIST & SPECS FOR SOIL TYPE
IN SEEDED AREAS, MULCH LIMITED TO PIT PLANTINGS AND 6" BEYOND WATER SAUCER
6" 6"
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" BLACK CHAIN LOCK, ARBOR TIE, OR APPROVED ALTERNATE.
(2) 2" Ø LODGE POLE WOODEN STAKES
1' -0
"M IN
NOTES:
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
SET ALL PLANTS PLUMB
MULCH, REFER TO SPECIFICATION 8-02
3"-4"SOIL SAUCER FOR WATERING DURING ESTABLISHIMENT PERIOD
BACKFILL WITH MIXTURE OF NATIVE SOIL AND SOIL AMENDMENTS PER SPECIFICATION 8-02.
1:1 MAX
SET ROOTCROWN AT OR JUST ABOVE SOIL LEVEL (TYP)
REMOVE BURLAP, WIRE & STRING FROM TOP 2/3 OF ROOTBALL
EXISTING GRADE (SEE GRADING PLAN)
1:1 MAX
SLOW RELEASE WATERING BAG
8"
MIN.
SLOPE LAWN AS INDICATED ON PLANS
2" MIN GRAVEL OVER LATERALS
WASHED GRAVEL
6" T
O P
S O
IL 'E
'
3" MIN DROP FROM I.E. OF 4" PVC TO I.E. OF 6" CP
2" MIN. WASHED GRAVEL OVER AND UNDER LATERALS
4" PVC LATERAL DRAIN
TOPSOIL E PER SPECIFICATIONS
6" CORRUGATED, NON- PERFORATED PIPE (CP) MAINLINE DRAIN TO RAIN
GARDEN, SEE TP-PLANS
PERFORATED FLEX CAPPED
15670 N.E. 85TH STREET
FILE: 206 325 6877 bergerpartnership.com
1721 8th Ave N Seattle, WA 98109
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
LAWN LATERAL DRAIN6LAWN COLLECTOR DRAIN5
FIELD DRAINAGE CLEANOUT7
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
DOCUMENTS
REDMOND CENTRAL CONNECTOR IRRIGATION PLAN STA 23+50 TO STA 28+50 IR01
13599
1-800-424-5555
8-3
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
DOCUMENTS
REDMOND CENTRAL CONNECTOR IRRIGATION PLAN STA 28+50 TO STA 33+00 IR02
135100
1-800-424-5555
8-3
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
IR03
135101
8-3
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
DOCUMENTS
REDMOND CENTRAL CONNECTOR IRRIGATION PLAN STA 33+00 TO STA 36+50 IR04
135102
1-800-424-5555
8-3
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
DOCUMENTS
REDMOND CENTRAL CONNECTOR IRRIGATION PLAN STA 36+50 TO STA 40+50 IR05
135103
1-800-424-5555
8-3
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
STA 9+50 TO STA 14+00 IL01
135117
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
STA 14+00 TO STA 18+50 IL02
135118
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
STA 18+50 TO STA 23+50 IL03
135119
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
STA 23+50 TO STA 28+50 IL04
135120
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
STA 28+50 TO STA 33+00 IL05
135121
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
STA 44+50 TO STA 49+00 IL06
135122
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #:
15670 N.E. 85TH STREET
FILE:
SECTION:
RANGE:
TOWNSHIP:T25N
R5E
FEDERAL AID #: