HomeMy WebLinkAbout100 PERCENT Design PlansQ:
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WASHINGTON
VICINITY MAP
SCALE: NTS
N
LOCATION MAP
SCALE: NTS
SPRINGBROOK TRAIL
BOARDWALK REPLACEMENT
2705 LIND AVENUE SW, RENTON, WA 98057
SHEET INDEX
INDEX NO.SHEET REF. NO.SHEET TITLE
1
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5
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4
REV
PROJECT
LOCATION
SPRINGBROOK
TRAIL
PR
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100% SUBMITTAL - NOT FOR CONSTRUCTION
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COVER SHEET
SPRINGBROOK TRAIL - BOARDWALK REPLACEMENT
CITY OF RENTON
AA
A
N
N
N
N
N
N
N
COVER SHEET
GENERAL NOTES & LEGENDS
OVERALL SITE PLAN
OLD FOUNDATION DEMOLITION PLAN
BOARDWALK FOUNDATION PLAN
BOARDWALK FRAMING PLAN
TYPICAL RAILING ELEVATION
TYPICAL SECTION
CONNECTION DETAILS (1 OF 2)
CONNECTION DETAILS (2 OF 2)
S-200
S-300
S-500
S-501
S-502
S-503
S-504
S-101
S-100
V-400
V-100
G-001
G-002
TYPICAL BOARDWALK RAILING DETAIL (1 OF 3)
TYPICAL BOARDWALK RAILING DETAIL (2 OF 3)
TYPICAL BOARDWALK RAILING DETAIL (3 OF 3)
OWNER
CITY OF RENTON
BETSY SEVERTSEN
CAPITAL PROJECTS MANAGER
1055 S GRADY WAY
RENTON, WA 98057
(425) 430-6600
MAYOR
ARMONDO PAVONE
RENTON CITY COUNCIL
JAMES ALBERSON JR.
RYAN MCIRVIN
VALERIE O'HALLORAN
RUTH PÉREZ
ED PRINCE
CARMEN RIVERA
KIM-KHÁNH VĂN
PREPARED BY
ENGINEER OF RECORD
MOFFATT & NICHOL
600 UNIVERSITY STREET
SUITE 600
SEATTLE, WA 98101
(206) 622-0222
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GENERAL NOTES
1.THESE NOTES CONTAIN GENERAL INFORMATION AND ARE NOT
COMPLETE FOR CONSTRUCTION PURPOSES. VERIFY
INFORMATION GIVEN HERE WITH SPECIFICATIONS AND OTHER
DOCUMENTS AND BRING ANY CONFLICTS TO THE ATTENTION OF
THE PROJECT ENGINEER BEFORE BEGINNING AFFECTED WORK.
THE PROJECT ENGINEER WILL RESOLVE ANY SUCH CONFLICT.
2.IN THE EVENT OF CONFLICTING REQUIREMENTS BETWEEN THE
CONTRACT DRAWINGS, GENERAL NOTES, AND SPECIFICATIONS,
THE MORE STRINGENT REQUIREMENT CONTROL.
3.GENERAL, STATE AND LOCAL SAFETY REGULATIONS MUST BE
FOLLOWED. METHODS OF DEMOLITION, CONSTRUCTION, AND
ERECTION OF MATERIALS ARE THE CONTRACTOR'S
RESPONSIBILITY.
4.REVIEW AND BECOME FAMILIAR WITH THE CITY-OBTAINED
PERMITS. OBTAIN OTHER FEDERAL, STATE, OR LOCAL
DEPARTMENT REQUIRED PERMITS AFFECTED BY THE WORK NOT
PREVIOUSLY OBTAINED BY THE CITY.
5.FOLLOW ALL APPLICABLE FEDERAL, STATE, AND LOCAL
ENVIRONMENTAL PROTECTION STANDARDS, PERMITS, LAWS, AND
REGULATIONS.
6.PLACE CONSTRUCTION DEBRIS CONTROL DEVICES, BOOMS,
TARPAULINS, AND OTHER DEVICES AS NECESSARY TO PREVENT
DEBRIS FROM ENTERING THE WATER, AND AIR BORNE MATERIALS
FROM LEAVING THE IMMEDIATE VICINITY OF THE SITE. CLEANUP
AND REMOVE ANY MATERIALS DEPOSITED OUTSIDE AND WITHIN
THE WORK AREA.
7.HAZARDOUS / NON HAZARDOUS AND REGULATED / NON
REGULATED DEBRIS MUST BE DISPOSED OFF THE PROJECT SITE
TO A PERMITTED LANDFILL.
8.AREAS OF THE FACILITY NOT UNDER CONSTRUCTION MUST
REMAIN OPERATIONAL DURING CONSTRUCTION. KEEP ALL
CONSTRUCTION ACTIVITIES AND PERSONNEL CLEAR OF FACILITY
OPERATIONS AND TENANT ACCESS. COORDINATE ACCESS TO THE
SITE WITH THE PROJECT ENGINEER.
9.VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY
BEFORE PROCEEDING WITH CONSTRUCTION OR MATERIAL
PROCUREMENT. ANY DISCREPANCIES IN DIMENSIONS OR
CONDITIONS MUST BE BROUGHT TO THE ATTENTION OF THE
PROJECT ENGINEER BEFORE PROCEEDING. DO NOT BEGIN
CONSTRUCTION OR MATERIAL PROCUREMENT UNTIL THE
DISCREPANCIES HAVE BEEN RESOLVED BY THE PROJECT
ENGINEER.
10.LOCATIONS OF EXISTING STRUCTURES SHOWN ON THE DRAWINGS
ARE APPROXIMATE. VERIFY DISCREPANCIES WITH THE PROJECT
ENGINEER. UTILITIES ARE NOT SHOWN ON THE DRAWINGS.
REVIEW AND BECOME FAMILIAR WITH THE RECORD DRAWINGS,
AND VERIFY IN THE FIELD ANY WORK THAT CONFLICTS WITH
EXISTING UTILITIES. EXISTING UTILITIES AFFECTING THE WORK
MUST BE BROUGHT TO THE ATTENTION OF THE PROJECT
ENGINEER BEFORE PROCEEDING WITH THE WORK. THE PROJECT
ENGINEER WILL RESOLVE ANY SUCH CONFLICT.
11.CONTRACTOR-INITIATED CHANGES MUST BE SUBMITTED IN
WRITING TO THE PROJECT ENGINEER FOR APPROVAL PRIOR TO
FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP
DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
12.CONTRACTOR MUST BE RESPONSIBLE FOR ERECTION STABILITY
AND TEMPORARY SUPPORT AS NECESSARY. TAKE PREVENTATIVE
MEASURES TO ENSURE PLATES REMAIN STABLE AND THRU-ROD
SLEEVES REMAIN ALIGNED WHEN THRU-RODS ARE REMOVED.
13.PROTECT EXISTING SURFACES AND STRUCTURES THAT WILL
REMAIN.
14.DO NOT SCALE DRAWINGS. DRAWINGS ARE FOR USE ON THIS
PROJECT ONLY; DO NOT REUSE WITHOUT WRITTEN APPROVAL
FROM MOFFATT & NICHOL.
15.THE DRAWINGS DO NOT INDICATE THE METHOD OF SEQUENCE OF
CONSTRUCTION, EXCEPT AS MAY BE SPECIFICALLY NOTED. THE
CONTRACTOR MUST BE SOLELY RESPONSIBLE FOR DESIGN AND
SUPPLY OF ALL ERECTION BRACING AND SHORING TO RESIST
VERTICAL AND LATERAL LOADS, AND FOR SAFETY PROGRAMS,
METHODS, AND PROCEDURES OF OPERATION FOR THE
CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS.
CODES AND STANDARDS
1.DESIGN AND CONSTRUCTION SHALL CONFORM TO THE
REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC),
AND CITY OF RENTON DESIGN CODE, LATEST EDITION AVAILABLE, .
2.FABRICATION OF PLASTIC LUMBER (CUTTING, DRILLING,
CONNECTING, ETC) MUST BE IN ACCORDANCE WITH THE NATIONAL
DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) 2024
EDITION.
3.REFERENCES:
THE FOLLOWING REFERENCES ARE PROVIDED IN THE PROJECT
MANUAL:
A.RECORD DRAWINGS: WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION 1-405 SPRINGBROOK CREEK WETLAND AND
HABITAT MITIGATION BANK, DATED AUGUST 4, 2006
B.GEOTECHNICAL REPORT: GEOTECHNICAL BASELINE REPORT
I-405 SPRINGBROOK CREEK WETLANDS AND HABITAT
MITIGATION BANK PROJECT, BY HART CROWSER, DATED
OCTOBER 4, 2005 AND GEOTECHNICAL EVALUATION SERVICES
MEMORANDUM FOR THE SPRINGBROOK TRAIL BOARDWALK BY
GEOENGINEERS, DATED JULY 31, 2024.
STRUCTURAL DESIGN
1.THE MINIMUM DESIGN LOADS ARE AS FOLLOWS:
A.VEHICLE LOAD SEE SKETCH BELOW
B.PEDESTRIAL LIVE LOAD 60 PSF
C.SNOW LOAD 20 PSF
D.WIND LOAD 110 MPH
E.SEISMIC DESIGN SDS 1.15
F.SEISMIC DESIGN CATAGORY D
G.RAILING LOADS 50 PLF OR 200 LBS POINT LOAD
MATERIALS
1.STRUCTURAL PLASTIC LUMBER:
A.PLASTIC LUMBER MUST BE STRUCTURAL PLASTIC LUMBER
MANUFACTURED WITH FIBER-REINFORCED HDPE.
B.REFER TO THE PROJECT SPECIFICATIONS FOR PLASTIC
LUMBER REQUIREMENTS.
2.CONNECTIONS: CONNECTION HARDWARE MUST BE HOT DIP
GALVANIZED IN ACCORDANCE WITH ASTM A153 AND ASTM F329,
AND STEEL PLATES MUST BE HOT DIP GALVANIZED IN
ACCORDANCE WITH ASTM A123.
3.STEEL PLATES: ASTM A36
4.BOLTS: REGULAR ASTM A307
5.THRU-RODS: ASTM A307 w/ THREADS EXCLUDED FROM SHEAR
PLANE
6.SCREWS: ASTM F2329, D1761 AND D6117, NAILS: ASTM F1667,
WASHERS: ASTM F844
7.OGEE WASHERS: ASTM A48. OGEE WASHERS SHALL BE USED
UNDER BOLT HEADS AND NUTS (PLASTIC LUMBER ONLY).
8.COUPLERS: ASTM A563
9. GROUT
A.GROUT SHALL BE SIKAGROUT 328, BY SIKA CORPORATION, OR
APPROVED EQUAL. INSTALL PER MANUFACTURER
RECOMMENDATIONS.
10. CONCRETE ANCHORS
A.USE OF DRILLED ADHESIVE CONCRETE ANCHORS, WHERE NOT
SPECIFIED IN THE DOCUMENTS, SHALL BE SUBJECT TO
APPROVAL BY THE ENGINEER.
B. EPOXY OR ADHESIVE ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH THE MANUFACTURES'S
RECOMMENDATIONS.
C. ACCEPTABLE ADHESIVES ARE HILTI HIT HY 200, ICE, OR HVA
SYSTEMS; OR SIMPSON EPOXY TIE (SET) SYSTEM.
INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS (ICBO)
OR INTERNATIONAL CODE COUNCIL (ICC) REPORTS SHALL BE
SUBMITTED FOR ALL ADHESIVE ANCHOR PRODUCTS.
D. EXPANSION ANCHORS ARE NOT ACCEPTABLE.
B5
CS-555
SAMPLE VIEW TITLE
SCALE: 1"=50'
A3
SF-123
C4
G-101
CROSS-REFERENCE LEGEND
VIEW NUMBER
SHEET NUMBER VIEW
REFERENCED TO
VIEW TITLE
SECTION CALLOUT
VIEW NUMBER
SHEET NUMBER VIEW
REFERENCED TO
DETAIL CALLOUT
VIEW NUMBER
SHEET NUMBER VIEW
REFERENCED TO
A3
SF-123
DETAIL CALLOUT WITH
LEADERS
C4
G-101
SECTION CALLOUT
WITH JOG
1
KEYED NOTE
* VIEW NUMBER IS BASED ON THE (DACS) LOCATION
OF THE LOWER-LEFT EXTENTS OF THE VIEW ON
THE REFERENCED SHEET. WHEN REFERENCING
DRAWING INFORMATION BETWEEN SHEETS, BOTH
THE VIEW AND SHEET NUMBERS MUST BE QUOTED
TOGETHER - EITHER IN A CALLOUT FORMAT AS
SHOWN ABOVE OR IN THE FORM;
"VIEW NO./SHEET NO." (EG A1/CS-5001)
DISCIPLINE DESIGNATORS
DISCIPLINE DESIGNATOR
GENERAL G
SURVEY/MAPPING V
GEOTECHNICAL B
CIVIL WORKS W
CIVIL C
STRUCTURAL S
MECHANICAL M
ELECTRICAL E
OTHER DISCIPLINES X
SHEET TYPE DESIGNATORS
0 GENERAL (COVER SHEET, LEGEND, NOTES)
1 PLANS (HORIZONTAL VIEWS)
2 ELEVATIONS (NOT TYPICALLY USED)
3 SECTIONS (OVERALL VIEWS)
4 LARGE-SCALE VIEWS (PLANS, SECT. OR ELEV. - NOT DETAILS)
5 DETAILS (MAY BE PLAN, SECT. OR ELEV. VIEWS)
6 SCHEDULES
7 USER DEFINED
8 USER DEFINED
9 3D ISOMETRIC / PHOTOS
SECONDARY DESIGNATORS
DEMOLITION D
GENERAL G
SUBSTRUCTURE B
FRAMING F
COMPONENT C
SITE S
REVISION NUMBERING
A00, A01...PRE-BID SUBMITTALS
B00, B01...BID SUBMITTALS
000, 001...CONSTRUCTION SUBMITTALS
1
A A
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DRAWING AREA COORDINATE SYSTEM (DACS)
Sheet Reference
Number:
SF102
SHEET
DESIGNATOR
SHEET TYPE
SHEET
SEQUENCE
SHEET NUMBERING
B B
C C
D D
E E
2 3 4 5 6
1 2 3 4 5 6
DRAWING AREA
ABBREVIATIONS
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100% SUBMITTAL NOT FOR CONSTRUCTION
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GENERAL NOTES & LEGENDS
SPRINGBROOK TRAIL - BOARDWALK REPLACEMENT
CITY OF RENTON
AA
A
N
N
N
N
N
N
N
Q:
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PROJECT SCOPE (BENTS 157.5 TO 170)
BEGIN AT BENT 157.5
END AT BENT 170
PR
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OVERALL SITE PLAN
SPRINGBROOK TRAIL - BOARDWALK REPLACEMENT
CITY OF RENTON
AA
A
N
N
N
N
N
N
N
BENT NO, TYP
EXISTING BOARDWALK
OUTSIDE OF PROJECT
EXTENTS TO REMAIN
HIGH VISIBILITY SILT
FENCE (BMP C233)
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TYPICAL BOARDWALK FOUNDATION SECTION
SCALE: NTS
TYPICAL FOUNDATION TO BE REMOVED 1 TYPICAL FOUNDATION TO BE REMOVED 2
DEMO REMAINING
FOUNDATIONS IN
PROJECT EXTENTS
DEMO REMAINING
FOUNDATIONS IN
PROJECT EXTENTSDEMO REMAINING
FOUNDATIONS IN
PROJECT EXTENTS
PR
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100% SUBMITTAL NOT FOR CONSTRUCTION
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OLD FOUNDATION DEMOLITION PLAN
SPRINGBROOK TRAIL - BOARDWALK REPLACEMENT
CITY OF RENTON
AA
A
N
N
N
N
N
N
N
10'-0"10'-0"10'-0"
3'
-
0
"
3'
-
0
"
6X6 MF POST ON PRECAST
PIN FOUNDATIONS, TYP
PARTIAL FOUNDATION PLAN
SCALE: 1" = 1'
CL CL CL CL
CL
C T-LINEL
CL
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P
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1'0'1'2'
SCALE: 1''=1'
PR
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100% SUBMITTAL NOT FOR CONSTRUCTION
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BOARDWALK FOUNDATION PLAN
SPRINGBROOK TRAIL - BOARDWALK REPLACEMENT
CITY OF RENTON
AA
A
N
N
N
N
N
N
N
166165164163
RAILPOST 4x6 (MF), TYP
CL CL
RAILPOST 6x6 (MF), TYP
(MF) BLOCKING 2x12, TYP
(2) 2x8 (MF) GIRDER, TYP
DECKING 2x6 (MF)
(PARTIALLY SHOWN)
JOIST 2x12 (MB), TYP
POST 6x6
(MF), TYP
(BELOW)
10'-0"
(TYP)
LONG. BRACING
2x6 (MF) (BELOW),
TYP
GAP BETWEEN POSTS
(2) CROSS BRACING
2x4 (MF) (BELOW)
Q:
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P
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10"0"10"20"
SCALE: 1:10
PR
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100% SUBMITTAL NOT FOR CONSTRUCTION
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BOARDWALK FRAMING PLAN
SPRINGBROOK TRAIL - BOARDWALK REPLACEMENT
CITY OF RENTON
AA
A
N
N
N
N
N
N
N
BOARDWALK FRAMING PLAN
SCALE: 1:10
A
S-200
B
S-300
NOTE:
1.SEE DRAWINGS S-500, S-501, S-502, S-503, AND
S-504 FOR CONNECTION DETAILS.
SPACER,
TYP
163 164
C T-LINEL
OUTER WALKWAY JOIST, TYP
GAP "A" BETWEEN
DECKING, SEE GAP
DIMENSION TABLE
CL
(2) CROSS BRACING, TYP
CL
10'-0"
5'-0"
BRACING, TYP
DECKING, TYP
16 GA, 1"x1"
WELDED WIRE
MESH, TYP
(2) GIRDER 2x8 (MF), TYP
HANDRAIL 2x8 (MF), TYP
GAP BETWEEN POSTS
1" GAP
5/4x4 (MF), TYP
5/4x2, TYP
(2) CROSS BRACING 2x4 (MF), TYP
Q:
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1
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P
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10"0"10"20"
SCALE: 1:10
PR
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100% SUBMITTAL NOT FOR CONSTRUCTION
PR
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PR
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TYPICAL RAILING ELEVATION
SPRINGBROOK TRAIL BOARDWALK REPLACEMENT
CITY OF RENTON
AA
A
N
N
N
N
N
N
N
A
S-101
ELEVATION: TYPICAL RAILING
SCALE: 1:10
NOTE:
1.SEE DRAWINGS S-502, S-503, AND S-504 FOR
CONNECTION DETAILS.
OUTER WALKWAY
JOIST, TYP
POST, TYP
163 164
8'-0"
3'-0"1'-0"3'-0"1'-0"
9 1/2"9 1/2"
1'-7"1'-4 1/2"1'-7"1'-4 1/2"3'
-
6
"
30
°
HANDRAIL 2x8, TYP
RAILPOST (TYP)
DECKING 2x6
JOIST 2x12, TYP
BLOCKING
2x12, TYP
GIRDER (2)2x8
AP
P
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O
X
I
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A
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L
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3
6
"
VA
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A
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C
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V
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S
(S
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E
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A
B
L
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)
POST 6x6, TYP
LONG. BRACING 2x6
(2) CROSS BRACING 2x4
PRECAST PIN FOUNDATION
30
°
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1
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P
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10"0"10"20"
SCALE: 1:10
PR
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100% SUBMITTAL NOT FOR CONSTRUCTION
PR
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TYPICAL SECTION
SPRINGBROOK TRAIL - BOARDWALK REPLACEMENT
CITY OF RENTON
AA
A
N
N
N
N
N
N
N
NOTES:
1.SEE DRAWINGS S-502, S-503, AND S-504 FOR
CONNECTION DETAILS.
TOP OF DECK
EL. VARIES (SEE TABLE)
(2) 1/2"Ø x 5" LAG
SCREWS w/ 1/2" FLAT
WASHER (TYP)
A
S-101
TYPICAL SECTION
SCALE: 1:10
SPACER, TYP
OUTER WALKWAY
JOIST
A
S-101
S-200
S-300
DECK - JOIST CONNECTION
SCALE: NTS
B
S-101
S-200
S-300
JOIST - GIRDER CONNECTION
SCALE: NTS
1 JOIST BRACKET
SCALE: NTS
2 COLUMN CAP BRACKET
SCALE: NTS
C
S-101
S-200
S-300
GIRDER - POST CONNECTION
SCALE: NTS
OUTER WALKWAY JOIST
DECKING
(2) #9x3" COATED DECK
SCREWS. COUNTER SUNK
(TYP EA JOIST)
JOIST, TYP
JOIST BRACKET,
SEE DET. 1
GIRDER
SEE GAP DIMENSION TABLE THIS SHEET
FOR FREE END
FOR FIXED END
SLOTTED HOLE FOR ONE
END OF JOIST ONLY
(4) 8Dx2-1/2" NAILS
EA SIDE
NOTES:
1.MODIFIED SIMPSON HS24 BRACKET
SHOWN
2.GALVANIZE THE JOIST CONNECTION
BRACKET
(4) 3/8"Ø 2-1/2" BOLTS
GIRDER
POST
COLUMN CAP, SEE DET 2
NOTES:
1.SIMPSON COLUMN CAP
ECCQ46SDS2.5 SHOWN W/ (28)
1/4"x2-1/2" SDS GALV. SCREWS
2.GALVANIZE THE COLUMN CAP
BRACKET
Q:
\
S
E
A
\
2
3
3
0
6
0
\
2
0
C
A
D
D
\
W
o
r
k
i
n
g
\
A
Y
a
n
g
\
2
3
3
0
6
0
-
1
0
0
P
E
R
C
E
N
T
.
d
w
g
9/
1
2
/
2
0
2
4
1
:
1
7
P
M
PR
:
90% SUBMITTAL NOT FOR CONSTRUCTION
PR
O
J
E
C
T
N
A
M
E
C:
LU
A
:
SH
E
E
T
N
O
.
PR
O
J
E
C
T
N
A
M
E
CONNECTION DETAILS (1 OF 2)
SPRINGBROOK TRAIL - BOARDWALK REPLACEMENT
CITY OF RENTON
AA
A
N
N
N
N
N
N
N
TEMPERATURE AT TIME OF INSTALLATION GAP BETWEEN BUTT ENDS
GREATER THAN OR EQUAL TO 90°F 1/32"
70°F 1/16"
50°F 1/8"
LESS THAN 30°F 3/16"
NOTE:
1.SIMPSON COLUMN CAP
ECCQ46SDS2.5 SHOWN
JOIST
BLOCKING
GIRDER
POST
LONG. BRACING
Q:
\
S
E
A
\
2
3
3
0
6
0
\
2
0
C
A
D
D
\
W
o
r
k
i
n
g
\
A
Y
a
n
g
\
2
3
3
0
6
0
-
1
0
0
P
E
R
C
E
N
T
.
d
w
g
9/
1
2
/
2
0
2
4
1
:
2
4
P
M
A BRACING: POST - JOIST (LONGITUDINAL SIDE)
SCALE: NTS
PR
:
100% SUBMITTAL NOT FOR CONSTRUCTION
PR
O
J
E
C
T
N
A
M
E
C:
LU
A
:
SH
E
E
T
N
O
.
PR
O
J
E
C
T
N
A
M
E
CONNECTION DETAILS (2 OF 2)
SPRINGBROOK TRAIL _ BOARDWALK REPLACEMENT
CITY OF RENTON
AA
A
N
N
N
N
N
N
N
B SECTION: DECK FRAMING CONNECTION
SCALE: NTS
FIXED CONNECTION
THIS GIRDER ONLY
NO JOIST TO GIRDER
CONNECTION THIS SIDE
GIRDER
SPACER
(2) 1/2"Øx5-1/2" BOLTS W/
1/2"Ø CUT WASHER EACH
END
LONG
ON SHEET S-101
A CONNECTION TO EXISTING ABUTMENT
SCALE: NTS
NEW JOIST
EXISTING CONCRETE
ABUTMENT AND
SIDEWALK
MATCH EXISTING CONCRETE
ABUTMENT ELEVATION NEW DECKING
DRILL AND EPOXY
(4) 1/2"Ø x 6" LONG
THREADED ROD
1/2" MIN.
NON-SHRINK
GROUT
2x6 LEDGER
HANDRAIL 2x8
WELDED WIRE MESH
RAILPOST (TYP)
FENCE FRAME 5/4x2 DECKING
JOIST
2"
8"
1" GAP
2"
BLOCKING AT ALL BENTS AND
MID SPAN LOCATION (TYP)
POST 6x6
RAILPOST 4x6
DECKING 2x6
JOIST
GIRDER
(2) 5/8"Øx8" BOLTS W/ 5/8"Ø
STD. WASHERS. 3"Ø OD PLATE
WASHER BACKSIDE OF TOP
BOLT
(2) 3/4"Øx8" BOLTS W/ 3/4"Ø
STD. WASHERS. 3"Ø OD PLATE
WASHER BACKSIDE OF TOP
BOLT
RAILPOST 6x6
1" GAP
GAP BETWEEN POSTS
5'-0"
A
S-101
S-200
S-300
ELEVATION: RAIL - POST CONNECTION
SCALE: 1:5
Q:
\
S
E
A
\
2
3
3
0
6
0
\
2
0
C
A
D
D
\
W
o
r
k
i
n
g
\
A
Y
a
n
g
\
2
3
3
0
6
0
-
1
0
0
P
E
R
C
E
N
T
.
d
w
g
9/
1
2
/
2
0
2
4
1
:
2
7
P
M
8"0"8"16"
SCALE: 1:8
5"0"5"10"
SCALE: 1:5
PR
:
100% SUBMITTAL NOT FOR CONSTRUCTION
PR
O
J
E
C
T
N
A
M
E
C:
LU
A
:
SH
E
E
T
N
O
.
PR
O
J
E
C
T
N
A
M
E
TYPICAL BOARDWALK RAILING DETAIL (1 OF 3)
SPRINGBROOK TRAIL - BOARDWALK REPLACEMENT
CITY OF RENTON
AA
A
N
N
N
N
N
N
N
B
S-101
S-200
S-300
SECTION: RAIL - POST CONNECTION
SCALE: 1:8
BLOCKING
BOTTOM OF FENCE
FRAME RAILS
RAILING POST
WELDED WIRE MESH (2) 2x (BEVEL TOP
TO FIT)
Q:
\
S
E
A
\
2
3
3
0
6
0
\
2
0
C
A
D
D
\
W
o
r
k
i
n
g
\
A
Y
a
n
g
\
2
3
3
0
6
0
-
1
0
0
P
E
R
C
E
N
T
.
d
w
g
9/
1
2
/
2
0
2
4
1
:
2
8
P
M
PR
:
100% SUBMITTAL NOT FOR CONSTRUCTION
PR
O
J
E
C
T
N
A
M
E
C:
LU
A
:
SH
E
E
T
N
O
.
PR
O
J
E
C
T
N
A
M
E
TYPICAL BOARDWALK RAILING DETAIL (2 OF 3)
SPRINGBROOK TRAIL - BOARDWALK REPLACEMENT
CITY OF RENTON
AA
A
N
N
N
N
N
N
N
A SECTION
SCALE: NTS
B PLAN: RAILING POST CONNECTION
SCALE: NTS
FOR RAILING POST
CONNECTION SEE
SHEET S-504
JOIST
GIRDER
POST
LONG. CROSS BRACING
RAIL CAP
OUTER WALKWAY
JOIST
(2) 5/4x4 HORIZ
FENCE RAILS
(2) 5/4x2 VERT.
FENCE RAILS (TYP)
6x6 RAIL POST AT MID
POINT LOCATIONS
(BETWEEN BENTS)
4x6 RAIL POST AT EA.
BENT LOCATION
(2) 5/4x4 HORIZ.
FENCE RAILS
Q:
\
S
E
A
\
2
3
3
0
6
0
\
2
0
C
A
D
D
\
W
o
r
k
i
n
g
\
A
Y
a
n
g
\
2
3
3
0
6
0
-
1
0
0
P
E
R
C
E
N
T
.
d
w
g
9/
1
2
/
2
0
2
4
1
:
2
8
P
M
PR
:
100% SUBMITTAL NOT FOR CONSTRUCTION
PR
O
J
E
C
T
N
A
M
E
C:
LU
A
:
SH
E
E
T
N
O
.
PR
O
J
E
C
T
N
A
M
E
TYPICAL BOARDWALK RAILING DETAIL (3 OF 3)
SPRINGBROOK TRAIL - BOARDWALK REPLACEMENT
CITY OF RENTON
AA
A
N
N
N
N
N
N
N
3 TYPICAL POST CONNECTION
SCALE: NTS
1 TYPICAL POST DETAIL
SCALE: NTS
2 TYPICAL POST DETAIL
SCALE: NTS
4x6 RAIL POST
(2) 5/8" Ø x 8" BOLTS
W/ 5/8"Ø CUT
WASHERS
3" Ø PLATE WASHER
BACKSIDE OF TOP BOLT
(2) 3/8" Ø x 2 1/2"
BOLTS TYP
NOTE: PROVIDE SLOTTED
HOLES FOR ONE END OF
JOIST ONLY
(2)2x8 GIRDER
1/4"Ø DECK
SCREWS @ 9" TO
12" CENTERS, TYP
16 GA, 1"x1"
WELDED WIRE
MESH
16 GA, 1"x1"
WELDED WIRE
MESH
16 GA, 1"x1"
WELDED WIRE
MESH
16 GA, 1"x1"
WELDED WIRE
MESH