HomeMy WebLinkAboutP_SCT_Structural_250114COLUMN BELOW
THIS LEVEL
COLUMN
PASSING THRU
COLUMN
PASSING THRU
COMPACT SOIL
CONCRETE
CONSTRUCTION JOINT
WITH ROUGHENED
SURFACE
CONSTRUCTION JOINT
(KEYED)
DECKING
ELEVATION CHANGE
GRAVEL
GRID BUBBLE
GROUT
GRATING
GUARDRAIL
MECHANICAL
COUPLER
PRE FORMED
EXPANSION
JOINT
REINFORCEMENT
SAW CUT
SLOPE
SLOPED SURFACE
STEEL IN CROSS
SECTION
STRUCTURAL ARROW
(DIRECTION OF SPAN)
STRUCTURAL WALLS &
BEAMS BELOW
SUB BASE
SURFACE -STEPPED
THIS LEVEL
TIMBER
TOP OF MEMBER
ELEVATION
UNDISTURBED SOIL
WATER STOP
OR
XXX
WATERPROOFING
MEMBRANE
WELDED WIRE
FABRIC
WORK POINT
SFRS BEAM MOMENT CONNECTION
(REFER TO GENEREAL NOTES
STRUCTURAL STEEL SECTION NOTE 6
FOR SFRS WELDING REQUIREMENTS)
NON -SFRS BEAM MOMENT
CONNECTION
STEEL MEMBER SPLICE
SFRS BEAM COLLECTOR
CONNECTION
STEEL BRACE TO LEVEL ABOVE
STEEL BRACE TO LEVEL BELOW
X X
STEEL BRACE
STEEL COLUMN
(SHAPE PER PLAN)
STEEL COLUMN
(SHAPE PER PLAN)
STEEL BRACE TYPE TYPE TYPENEW CONCRETE
NOT CUT
(CONCRETE
BEYOND)
CUT IN PLAN
SECTION &
ELEVATION
4
1
10
OR
10:1 -10.0%
MECHANICAL
ANCHORAGE
WATER TABLE
CMU WALLS
EF EACH FACE
INSIDE FACE
GALVANIZED
HORIZONTAL
INSIDE DIAMETER
INVERT ELEVATION
FOOT or FEET
ELECTRICAL
K KIP
HORIZ OR H
ID
IN OR "
IF
IE
INCH
GALV
GA
FTG
FT OR '
GAGE
FOOTING
EXST EXISTING
FLR
FRP
FIN
FLOOR
FINISH
EW
EQ
EL
ELEC
EQUAL
EACH WAY
ELEVATION
VERT OR V VERTICAL
WHS
WS
W/
WELDED HEADED STUD
WATER SURFACE
WITH
TOG
VAR
TYP
TRANS
TOW
TOS
TEMP
T&B
TOC
STRUCT
STL
STD
TOP OF GRATE
TOP OF WALL
TOP OF STEEL
VARIES
TYPICAL
TRANSVERSE
TOP OF CONCRETE
TOP AND BOTTOM
TEMPORARY
STEEL
STRUCTURAL
STANDARD
CENTER LINE
CONTINUOUS
CONNECTION
CLEARANCE, CLEAR
ARCHITECTURAL
APPROXIMATE
CONTROL JOINT
ANCHOR BOLT
STANDARD INSTITUTE
AMERICAN NATIONAL
CONT
DIA
EA
DWG
DF
EACH
DRAWING
DIAMETER
DOUGLAS FIR
COL
CONC
CONN
CLR
COLUMN
CJ
BM
BLDG
ASTM
ARCH
APPROX
BEAM
BUILDING
AL
ANSI
AISC
ALUMINUM
@
ACI
AB
AT
REINF
SQ IN
SST
SQ
REQD
SL
SP
PT
R
REINFORCING
STAINLESS STEEL
SQUARE INCH
SQUARE
SPACE
SLOPE
REQUIRED
PRESERVATIVE TREATED
RADIUS
PL
PSI
PSF
OF
OD
NOM
NO. OR #
NIC
POUNDS PER SQUARE INCH
POUNDS PER SQUARE FOOT
PLATE
NOT IN CONTRACT
OUTSIDE DIAMETER
OUTSIDE FACE
NUMBER
NOMINAL
MISC
MIN
MECH
MAX
MFR
LLH
LF
LBS
MANUFACTURER
MISCELLANEOUS
MINIMUM
MECHANICAL
MAXIMUM
LONG LEG HORIZONTAL
LINEAR FEET
POUNDS
UNO UNLESS NOTED OTHERWISE
L LENGTH OR METAL ANGLE
CONTROL JOINTCTRL JT
CONSTRUCTION JOINTCJ
LLV LONG LEG VERTICAL
LONGIT LONGITUDINAL
OC ON CENTER
OPNG OPENING
SIM SIMILAR
SHT SHEET
SPECS SPECIFICATIONS
WP WORK POINT
CONCRETE
WSTP WATER STOP
AWPA
AMERICAN WELDING SOCIETYAWS
AMERICAN WOOD
PROTECTION ASSOCIATION
AMERICAN INSTITUTE OF
STEEL CONSTRUCTION
DEG OR °DEGREES
INTERNATIONAL BUILDINGIBC
EWS -
GLUED LAMINATED BEAMGLULAM
KB KNEE BRACE
d PENNY NAIL
GL
FO FACE OF
FD FLOOR DRAIN
BOT BOTTOM
AMERICAN CONCRETE
INSTITUTE
WWR WELDED WIRE REINFORCEMENT
CONCRETE MASONRY UNITCMU
SS SANITARY SEWER
STS SELF TAPPING SCREWS
CODE
GLUED LAMINATED BEAM
KSI KIPS PER SQUARE INCH
GR GRADE
AMERICAN SOCIETY FOR
TESTING AND MATERIALS
FIBERGLASS
REINFORCED PLASTIC
BU BUILT-UP (STL. SECTION)
LSL LONG SLOTTED (HOLE)
OVS OVER SIZED (HOLE)
SSL SHORT SLOTTED (HOLE)
HORIZ. OUTSIDE FACEHOF
HORIZ. INSIDE FACEHIF
HORIZ. EACH FACEHEF
VOF
VEF
VIF
VERT. OUTSIDE FACE
VERT. EACH FACE
VERIFY IN FIELD
JT JOINT
BKOC BACK OF CHANNEL
BTWN BETWEEN
BRG BEARING
CONTRACTORCONTR
MANUF MANUFACTURED
MTL METAL
PVC POLYVINYL CHLORIDE
HOLLOW CORE PLANKHCP
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources
and Parks
Parks and Recreation Division
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Seattle, Washington 98104
Fax: (206) 263-6217
King Street Center, KSC-NR-0700
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S-001
STRUCTURAL
SYMBOLS AND
ABBREVIATIONS
AB
1 OF 11
STRUCTURAL ABBREVIATIONS MATERIALS STRUCTURAL SYMBOLS
1109 1st Ave, Suite 300
Seattle, WA 98101
(206) 264-2727
www.mlaengineering.com
1 5/5/25 50% SUBMITTAL
2 8/29/25 90% SUBMITTAL
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources
and Parks
Parks and Recreation Division
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Seattle, Washington 98104
Fax: (206) 263-6217
King Street Center, KSC-NR-0700
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
X
T
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N
S
I
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E00091E07 - AM. 25
SO
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SITE NO.
PROJECT NO.
KI
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A
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O
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P
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S-002
STRUCTURAL
GENERAL NOTES 1
AB
2 OF 11
1. APPLICABLE CODE: WSDOT / APWA STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL
CONSTRUCTION, INCLUDING THE WSDOT DESIGN MANUAL M22-01.23.
2. REFER TO THE DRAWINGS FOR ADDITIONAL AND SPECIFIC STRUCTURE LOADINGS AND
REQUIREMENTS.
3. ALL LOADS SHOWN ARE SERVICE LEVEL (UNFACTORED) UNLESS SPECIFICALLY NOTED OTHERWISE.
4. DEAD LOADS:
SELF WEIGHT
5. LIVE LOADS:
PEDESTRIAN LIVE LOAD = 100 PSF
VEHICULAR LIVE LOAD (ELEV. BOARDWALK ONLY)= 20,000 LBS VEHICLE LOAD (AASHTO H-10)
VEHICULAR SURCHARGE (RETAINING STRUCTURES)= 250 PSF
HANDRAIL LOAD = 50 PLF, 200 LB RAIL POINT LOAD
SNOW LOAD = 25 PSF
6. WIND LOADS:
700-YR MRI BASIC WIND SPEED = 110 MPH
7. SEISMIC DESIGN PARAMETERS PER AASHTO:
SITE CLASS = D
SHORT PERIOD SPECTRAL RESPONSE, SS = 0.939 g (SITE CLASS B)
1-SECOND PERIOD SPECTRAL RESPONSE, S1 = 0.268 g (SITE CLASS B)
MAPPED PEAK GROUND ACCELERATION, PGA = 0.448 g (SITE CLASS ADJUSTED)
SITE COEFFICIENT FOR SHORT PERIOD, Fa = 1.124
SITE COEFFICIENT FOR 1-SECOND PERIOD, FV = 1.863
SITE COEFFICIENT FOR MAPPED PGA, FPGA = 1.088
1. STRUCTURES SHOWN ON THE DRAWING HAVE BEEN DESIGNED FOR STABILITY UNDER FINAL
CONDITIONS ONLY. DESIGN SHOWN DOES NOT INCLUDE NECESSARY COMPONENTS OR EQUIPMENT
FOR STABILITY OF THE STRUCTURES DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR
WORK RELATING TO CONSTRUCTION ERECTION METHODS, BRACING, SHORING, RIGGING, GUYS,
SCAFFOLDING, FORMWORK, AND OTHER WORK AIDS REQUIRED TO SAFELY PERFORM THE WORK
SHOWN.
DESIGN CRITERIA
FORMWORK, SHORING, AND BRACING
1. VISITS TO THE JOB SITE BY THE DESIGN ENGINEER TO OBSERVE THE CONSTRUCTION DO NOT IN
ANY WAY MEAN THAT DESIGN ENGINEER IS GUARANTOR OF CONSTRUCTOR'S WORK, NOR
RESPONSIBLE FOR THE COMPREHENSIVE OR SPECIAL INSPECTIONS, COORDINATION, SUPERVISION,
OR SAFETY AT THE JOB SITE.
2. INFORMATION (DETAILING, DIMENSIONS, CONFIGURATIONS, AND ELEVATIONS, ETC.) OF EXISTING
CONSTRUCTION SHOWN REFLECTS AVAILABLE EXISTING DESIGN DOCUMENTS, AND DO NOT
NECESSARILY REPRESENT THE AS-CONSTRUCTED CONDITIONS. THE CONTRACTOR SHALL FIELD
VERIFY DIMENSIONS, ELEVATIONS AND DETAILING OF THE EXISTING STRUCTURES PRIOR TO
UNDERTAKING ANY WORK THAT IS AFFECTED BY THE EXISTING STRUCTURE. NOTIFY DESIGN
ENGINEER IF CONDITIONS VARY FROM THAT SHOWN PRIOR TO STARTING WORK.
GENERAL INFORMATION
LOCATION
28-DAY MINIMUM
COMPRESSIVE
STRENGTH, f'c
MAX COARSE
AGGREGATE
SIZE (INCHES)
MAX W/C
RATIO
TOTAL AIR
CONTENT
EXPOSURE CATEGORIES
AND CLASSES
F S W C
ALL 5,000 PSI 3/4 0.40 6.0 F2 S0 W1 C2
ALL (PLACED
BY PUMP)
5,000 PSI 3/8 0.40 7.5 F2 S0 W1 C2
1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301, "STANDARD SPECIFICATIONS
FOR STRUCTURAL CONCRETE" AND ACI 318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE". REFERENCE PROJECT SPECIFICATION SECTION 03 30 00 -CAST-IN-PLACE CONCRETE
FOR ADDITIONAL INFORMATION.
2. CONCRETE PROPERTIES:
3. DESIGN STRENGTHS ARE THE SAME AS 28-DAY COMPRESSIVE STRENGTHS.
4. CONCRETE CAST AGAINST HARDENED CONCRETE: ROUGHEN EXISTING OR PREVIOUSLY PLACED
CONCRETE TO AN AMPLITUDE OF 1/4 INCH. CLEAN AND APPLY BONDING AGENT.
CAST-IN-PLACE CONCRETE
1109 1st Ave, Suite 300
Seattle, WA 98101
(206) 264-2727
www.mlaengineering.com
1. REINFORCING STEEL:
TYPICAL: ASTM A615, GRADE 60
WELDED: ASTM A706, GRADE 60
(WELDING IS ONLY PERMITTED
WITH WRITTEN PERMISSION FROM ENGINEER)
2. FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH CRSI
MSP-1 "MANUAL OF STANDARD PRACTICE" AND ACI 301 "SPECIFICATIONS FOR STRUCTURAL
CONCRETE".
3. CONCRETE COVER FOR CAST-IN-PLACE NON-PRESTRESSED CONCRETE MEBERS UNLESS NOTED ON
DRAWINGS:
4. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. POSITION TIE WIRE ENDS
AWAY FROM EXPOSED CONCRETE SURFACES. REINFORCING BAR SPACINGS GIVEN ARE MAXIMUM
ON CENTERS.
5. 90 DEGREE ENDS, UNLESS OTHERWISE SHOWN, SHALL BE ACI 318 STANDARD HOOKS.
CONCRETE REINFORCING
CAST AGAINST AND
PERMANENTLY IN CONTACT
WITH GROUND
ALL
WALLS AND SLABS
ALL 3 INCHES
ALL 2 INCHESEXPOSED TO WEATHER OR IN
CONTACT WITH GROUND
MEMBER REINFORCING SPECIFIED COVERCONCRETE EXPOSURE
ALL OTHERS ALL 2 1/2 INCHES
STRUCTURAL STEEL AND METAL FABRICATIONS
1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS:
W-SHAPES A992
MISCELLANEOUS SHAPES INCLUDING
ANGLES, CHANNELS, PLATES, ETC.A36
HOLLOW STRUCTURAL SECTIONS (HSS)A500, GRADE C
STEEL PIPE A53, GRADE
2. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN CONFORMANCE WITH THE AISC
MANUAL OF STEEL CONSTRUCTION, CURRENT EDITION, AND CURRENT OSHA STANDARDS.
3. ALL STRUCTURAL STEEL PROVIDED SHALL BE HOT DIPPED GALVANIZED AND COATED WITH SHOP
PRIMER UNLESS SPECIFICALLY INDICATED OTHERWISE.
4. FASTENERS SHALL BE HIGH STRENGTH BOLTS CONFORMING TO THE FOLLOWING ASTM STANDARDS
EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE:
UNLESS SHOWN OTHERWISE F3125 GR A325-N
ANCHOR BOLTS (AB)
STAINLESS STEEL F593, AISI TYPE 316, CONDITION CW
STEEL OR GALVINIZED STEEL F1554, GR 55 / A153
MACHINE BOLTS (MB)
STEEL A307
STAINLESS STEEL F593, AISI TYPE 316, CONDITION CW
GALVINIZED STEEL A307 / A153
WELDING
1.WELDS SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS):
D1.1, STRUCTURAL WELDING CODE STEEL
D1.4, STRUCTURAL WELDING CODE REINFORCING STEEL
2.REPAIR WELDS FOUND DEFECTIVE IN ACCORDANCE WITH AWS D1.1 SECTION 5.26.
3.USE INTERMITTENT WELDS AT FIELD WELDS OF EMBED PLATES AND ANGLES TO AVOID SPALLING OR
CRACKING OF THE EXISTING CONCRETE.
POST-INSTALLED ANCHORS
1. ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER’S INSTALLATION
INSTRUCTIONS AND ICC-ES REPORT.
2. POST-INSTALLED ANCHOR SYSTEMS SHALL COMPLY WITH THE LATEST REVISION OF ICC-ES
ACCEPTANCE CRITERIA AND HAVE A VALID ICC-ES REPORT IN ACCORDANCE WITH THE APPLICABLE
BUILDING CODE.
3. UNLESS AS NOTED HERE, REINFORCING STEEL, AND OTHER EMBEDDED ITEMS SHALL BE LOCATED
USING SCANNING EQUIPMENT AS OUTLINED WITHIN PROJECT SPECIFICATIONS PRIOR TO DRILLING,
USING A METHOD APPROPRIATE FOR THE DEPTH OF THE HOLE, THICKNESS OF CONCRETE, AND
DEPTH OF REBAR AS INDICATED PER PROJECT SPECIFICATIONS.
4. A MINIMUM OF 1-1/2”CLEAR SHALL BE MAINTAINED TO THE EXISTING REINFORCEMENT BARS.
CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD AND KING COUNTY PROJECT REPRESENTATIVE
OF ANY REBAR, CONDUIT, OR OTHER EMBEDDED ITEMS DAMAGED DURING DRILLING.
5. DRILL HOLES TO DEPTH AND DIAMETER RECOMMENDED BY MANUFACTURER. DO NOT ENLARGE OR
REDIRECT HOLES ALONG LENGTH OF BOLT.
6. ANCHORS ARE NOT TO BE INSTALLED UNTIL CONCRETE HAS REACHED ITS DESIGN STRENGTH.
7. MANUFACTURER’S INSTALLATION TRAINING AND CERTIFICATION IS REQUIRED ON ALL POST-
INSTALLED ANCHORS FOR ANCHOR INSTALLER.
8. PROVIDE POST-INSTALLED ANCHORS AS SPECIFIED IN THESE DRAWINGS, USE OF ALTERNATE
PRODUCTS, OR POST-INSTALLED ANCHORS AT LOCATIONS NOT SHOWN IN THESE DRAWINGS, IS
SUBJECT TO THE APPROVAL OF THE ENGINEER OF RECORD AND KING COUNTY PROJECT
REPRESENTATIVE.
9. STAMPED AND SIGNED CALCULATIONS SHALL BE SUBMITTED FOR PROPOSED ANCHORS THAT ARE
NOT SHOWN IN THESE DRAWINGS.
10. SUBMIT PROPOSED ANCHORS TO THE ENGINEER OF RECORD AND KING COUNTY PROJECT
REPRESENTATIVE WITH AN ICC-ES REPORT VALID FOR THE 2021 IBC. SUBMITTED ICC-ES REPORTS
SHALL DEMONSTRATE THAT THE ANCHORS ARE SUITABLE FOR USE IN CRACKED CONCRETE. WHERE
ANCHORS RESIST SEISMIC LOADS, SUBMITTED ICC-ES REPORTS SHALL DEMONSTRATE THAT THE
ANCHORS ARE SUITABLE FOR THE RESISTANCE OF SEISMIC LOAD.
11. VERIFY LOCATION OF EXISTING REINFORCING BARS IN CONCRETE USING GPR SCANNING PRIOR TO
DRILLING INTO CONCRETE FOR POST INSTALLED ANCHORS OR DOWELS.
1. DEFERRED SUBMITTALS ARE THOSE PORTIONS OF THE DESIGN WHICH ARE NOT SUBMITTED AT THE
TIME OF PERMIT APPLICATION AND WHICH ARE TO BE SUBMITTED TO THE PERMITTING AGENCY FOR
ACCEPTANCE PRIOR TO INSTALLATION OF THAT PORTION OF THE WORK OR ARE REQUIRED TO BE
SUBMITTED FOR REVIEW ONLY BY THE PROJECT REPRESENTATIVE.
2. WHERE DEFERRED SUBMITTALS INCLUDE ADDITIONAL MATERIALS, INSTALLATION, ANCHORAGE, OR
CERTIFICATION OF COMPONENTS THAT REQUIRE SPECIAL INSPECTION AND/OR STRUCTURAL
OBSERVATION TO MEET CODE REQUIREMENTS, THE DEFERRED SUBMITTAL SHALL INCLUDE SPECIFIC
LINE ITEMS TO BE ADDED TO THE APPROPRIATE TABLES IN THE PROJECT’S STATEMENT OF SPECIAL
INSPECTIONS PLAN IF THEY ARE NOT ALREADY IDENTIFIED.
3. THE FOLLOWING IS A LIST OF DEFERRED SUBMITTALS THAT ARE EXPECTED TO CONTAIN
STRUCTURAL CALCULATIONS OR SAFETY RELATED SYSTEM INFORMATION FOR REVIEW TO MEET
REQUIREMENTS FOR DESIGNED SYSTEMS. PRIOR TO INSTALLATION OF THE INDICATED STRUCTURAL
ELEMENT, THE CONTRACTOR SHALL SUBMIT THE REQUIRED CALCULATIONS AND SUPPORTING DATA
AND DRAWINGS FOR REVIEW AND ACCEPTANCE BY THE ENGINEER. ADDITIONALLY, ACCEPTANCE
INDICATED ON THE ENGINEER’S COMMENT FORM, ALONG WITH THE COMPLETED, FINAL SUBMITTAL
SHALL THEN BE SUBMITTED BY THE CONTRACTOR TO THE APPROVING AGENCY AND APPROVED
PRIOR TO INSTALLATION OF THESE ITEMS.
LIST OF DEFERRED SUBMITTALS:
• MANUFACTURED BLOCK WALL SYSTEMS
• LIGHT POLE ANCHORAGE
DEFERRED SUBMITTALS
GEOTECHNICAL
1. REPORT INFO: THE FOUNDATIONS WERE DESIGNED TO THE REQUIREMENTS PROVIDED IN THE
PROJECT GEOTECHNICAL REPORT " GEOTECHNICAL ENGINEERING DESIGN REPORT REVISION 01
SOOS CREEK TRAIL AND SIGNAL POLE RENTON, WASHINGTON, FILE NO. 0207911-000 PREPARED BY
HALEY & ALDRICH, INC., DATED AUGUST 1, 2025.
1 5/5/25 50% SUBMITTAL
2 8/29/25 90% SUBMITTAL
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P P
PB
PB GATE
S
W
W
SD SD
SD
W
GATE
GATE
GATE
S
GATE
GATE
S
T
GATE
S
S
S
S
PP
P
S
S
S
S
W
W
W
S
S
S
S-201
1
S-201
2
124TH AVE SE
SE 192ND ST
PROPOSED TRAIL
SE 186TH ST
SE 191ST ST
124TH AVE SE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources
and Parks
Parks and Recreation Division
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Seattle, Washington 98104
Fax: (206) 263-6217
King Street Center, KSC-NR-0700
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
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I
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E00091E07 - AM. 25
SO
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S
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SITE NO.
PROJECT NO.
KI
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before you dig.Call
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2
P
M
MP
S-200
OVERALL PLAN
AB
3 OF 11
1109 1st Ave, Suite 300
Seattle, WA 98101
(206) 264-2727
www.mlaengineering.com
50'0 100'100'
OVERALL PLAN
1 5/5/25 50% SUBMITTAL
2 8/29/25 90% SUBMITTAL
(27)
3
9
4
3
9
3
3
9
2
3
9
1
389
388 387
386
38 4 383
382 381 3 7 9
3 7 8
3 7 8
3 7 1
373377376374
382383
384
374
373
3 7 7
3
8
3
3 7 9
3 9 0
39
0
385
380
375
U
U
T
PB
GATE
PB
S
PB
S
P
P
G
G
P
PB
PB
-0+00.00
1+00.00
0+50.00
1
0+00
12+00
P I : 9 +7 1 .9 9
PI: 10 +00.0 0
PC: 11+43.44
PT: 11+77.81PC: 12+15.67
PT: 12+43.16
11+50.00
12+50.00
OP
OP
OP
OP
OP
OP OPOP OP OP OP OP OP OP OPOP OP OP OP OP OP OPOPOPOPOPOPOPOP OPOPOPOPOPOPOPOPOP
OP OPOPOPOPOPOPOPOPOPOPOPOPOPOPOPOP
OP
OP
OP OP
OP OP
OP
OP
OP
OP OP OP OP OP OP
O
P
OP
O
P
O
P
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O
P
O
P
O
P
O
P
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OP
O
P
O
P
O
P
OP
O
P
O
P
O
P
OP
O
P
OP
O
P
O
P
O
P
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O
P
O
P
OP
O
P
O
P
O
P
O
P
O
P
O
P
O
P
O
P
OP
O
P
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O
P
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P
O
P
OP
O
P
O
P
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P
OP
OP
O
P
OP
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P
OP
O
P
O
P
O
P
P
P P P
P
P
D
D
D
D
DDDDD
S SSSSSSSSSSS
S
S
W WWWWWWWWW
W
W
W
W
W
W
W
W
W
T T
G
WL
WL
WL WLWL
W L
W L
WL WL
WL
WL
WL
WL
W
L
W
L
WL WL WL WLWL WL WL WL WL WL WL WL WL W L
W L
WL
WL
S
S
S
S
S
S
S
S
D DDDDDDDDD
D
D
D
G
G T
OT OTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOTOT
P PPPPPPPPP P PT TTTT TTTTTTTTTTTTTTTTTTTTTT TTTT
T
T
T
T
T
T
W WWWWWWWWWWWWWWWWWWW
S
S
S
S
S
S
S
S
S S
383
381
382 3
8
0
GATE
GATE
33+00
PT: 32+76.28
32+50.00
D
D
D
D
D
D
D
D
D
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
OP
O
P
OP
O
P
O
P
O
P
O
P
OP
O
P
O
P
O
P
O
P
O
P
OP
OP
O
P
OP
O
P
O
P
O
P
3
2
E
S-401
___________
S-202
1
S-203
1
S-205
1
S-203
2
3
2
4
5
1
E
S-401
___________
1 1
6
WALL A2 WALL A1 WALL B1 - MFR DESIGNED BLOCK WALL
WALL B2
W A L L B 3
SE 192ND ST
S-202
2
S-202
3
S-205
2
S-205
3
10" SLAB ON GRADE
10" SLAB ON GRADE
10" SLAB ON
GRADE
WALL A3 -MFR DESIGNED BLOCK WALL
CONC TO EXTEND MIN OF 6'-0"
FROM EDGE
E
S-401
___________
SIM
3
10" CONC
SIDEWALK
2
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources
and Parks
Parks and Recreation Division
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Seattle, Washington 98104
Fax: (206) 263-6217
King Street Center, KSC-NR-0700
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
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S
I
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E00091E07 - AM. 25
SO
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SITE NO.
PROJECT NO.
KI
N
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P
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Know what's below.
before you dig.Call
R
C:
\
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r
s
\
m
p
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2
5
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1
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3
P
M
MP
S-201
ENLARGED PLANS
AB
4 OF 11
SCALE: 1" = 20'-0"S-201
1ENLARGED PLAN
1109 1st Ave, Suite 300
Seattle, WA 98101
(206) 264-2727
www.mlaengineering.com
KEY NOTES
1 10" CONCRETE SIDEWALK WITH THICKENED EDGE.
BLOCK WALL BELOW.
PROVIDE FENCE 42" CHAIN LINK PER CIVIL
DRAWINGS. MAXIMUM POST SPACING 5'-0". FACE
MOUNT POST PER DETAIL M/S501.
PROVIDE WSDOT BRIDGE RAILING TYPE S-BP-12
REFERENCE DWG 10.5A7-1 WITH 12" HEIGHT.
TERMINATE AT END WITH 90° BEND INSTEAD OF 55°
TO MINIMIZE GAP BETWEEN BRIDGE RAIL AND
FENCE.
PROVIDE WSDOT STANDARD PEDESTRIAN RAILING
REFERENCE DWG 10.5A4-1 WITH MAXIMUM 42"
HEIGHT. FACE MOUNT POST PER DETAIL M/S501.
PROVIDE 4'-0" DIAMETER ROUND TRAFFIC SIGNAL
FOUNDATION PER WSDOT STANDARD PLAN
J-26.10.03. FOUNDATION DEPTH OF 15'-0".
2
10'0 20'20'
SCALE: 1" = 10'-0"S-201
2ENLARGED PLAN 5'0 10'10'
3
4
5
6
1 5/5/25 50% SUBMITTAL
2 8/29/25 90% SUBMITTAL
WL
WL
WL
WL WLWLWLWL
WL
WL
WL WL
S
S
S
S
S
S
S
OP OP OP OP OP OP OP
S
S
S
S
S
S
WWWW W W W W
3 82 3 8 1 3 7 9
379 378
381 380
380
WL
WL
WL
WL WLWLWLWL
WL
WL
WL
WL WL
S
S
S
S
S
S
S
O
P
O
P
O
P
O
P
OP
WWWW W W W W
A
S-401
___________
2
3
4
6
8
9
F
S-501
___________
F
S-401
___________
A
S-204
___________
B
S-204
___________
5
SE 192ND ST
A
S-204
___________
B
S-204
___________
5' - 0"24' - 0"14' - 3"14' - 3"
9' - 0"24' - 0"13' - 0"12' - 8"
P-1 P-2 P-3 P-4 P-5
P-6 P-7 P-8 P-9 P-10
1' - 11 3/4"
8' - 2 7/8"
1' - 0"
9' - 3"
#5 @ 12" BOTTOM
#5 @ 12" T&B
10" SLAB
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources
and Parks
Parks and Recreation Division
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Seattle, Washington 98104
Fax: (206) 263-6217
King Street Center, KSC-NR-0700
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
X
T
E
N
S
I
O
N
E00091E07 - AM. 25
SO
O
S
C
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SITE NO.
PROJECT NO.
KI
N
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C
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F
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N
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P
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R
K
S
Know what's below.
before you dig.Call
R
C:
\
U
s
e
r
s
\
m
p
a
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r
i
s
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\
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s
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2
3
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6
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8
/
2
9
/
2
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2
5
6
:
1
2
:
0
5
P
M
MP
S-202
PARTIAL
BOARDWALK PLANS
AB
5 OF 11
SCALE: 1/8" = 1'-0"S-202
1PARTIAL PLAN 1
KEY NOTES
1 RETAINING WALL FOUNDATION.
BOARDWALK SLAB.
EDGE BEAM.
RAILING.
RETAINING/ABUTMENT WALL.
SLAB-ON-GRADE/CONCRETE PAVEMENT.
NOT USED.
STEEL PIPE PILE.
APPROX 20' SEWER EASEMENT.
2
3
4
5
6
7
8
1109 1st Ave, Suite 300
Seattle, WA 98101
(206) 264-2727
www.mlaengineering.com
9
SCALE (IN FEET)
0 4 8 16
SCALE: 1/8" = 1'-0"S-202
2
BOARDWALK PIPE
PILE FOUNDATION PLAN
SCALE: 1/8" = 1'-0"S-202
3BOARDWALK SLAB PLAN
1 5/5/25 50% SUBMITTAL
2 8/29/25 90% SUBMITTAL
GATE
PB
P
P
1
0
+
0
0
P I : 9 +7 1 .9 9
P I : 1 0 +0 0 .0 0
9
+
5
0
.
0
0
OPOP OP OP OP OP OP OP
OP OP OP OP OPOP
OP
OP
S
S
S
S
O
P
O
P
OP
O
P
O
P
O
P
O
P
OP
OT OT OT OT OT OT OT OT
GATE
PB
P
P
1
0
+
0
0
P I : 9 +7 1 .9 9
P I : 1 0 +0 0 .0 0
9
+
5
0
.
0
0
OPOP OP OP OP OP OP OP
OP OP OP OP OPOP
OP
OP
S
S
S
S
O
P
O
P
OP
O
P
O
P
O
P
O
P
OP
OT OT OT OT OT OT OT OT
P
TTTTTTT
A
S-402
___________
5
6
8
7
EXST FTG B
S-402
___________
SEE TRAFFIC ENGINEER DRAWINGS FOR
INFORMATION ON POLE & LOCATION
A
S-402
___________
1
2
4
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources
and Parks
Parks and Recreation Division
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Seattle, Washington 98104
Fax: (206) 263-6217
King Street Center, KSC-NR-0700
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
X
T
E
N
S
I
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N
E00091E07 - AM. 25
SO
O
S
C
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SITE NO.
PROJECT NO.
KI
N
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C
O
U
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P
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N
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A
L
RE
S
O
U
R
C
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S
A
N
D
P
A
R
K
S
Know what's below.
before you dig.Call
R
C:
\
U
s
e
r
s
\
m
p
a
r
r
i
s
h
\
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s
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3
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6
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2
2
_
m
p
a
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i
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h
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M
L
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2
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2
0
2
5
6
:
1
2
:
0
6
P
M
MP
S-203
PARTIAL PLANS
AB
6 OF 11
KEY NOTES
1 DEMO AND REBUILD SIDEWALK TO ADJUSTED
GRADE.
DEMO AND REBUILD EXISTING APPROACH SLAB.
NOT USED
DEMO EXISTING HCP TOPPING SLAB.
EXISTING FOOTING BELOW.
PRESERVE EXISTING RAILING
NEW SIGNAL POLE SEE DETAIL B,C,D/S-402 FOR
ATTACHENT AT EXISTING FOOTING.
EXISTING PILE CAP BELOW
2
3
4
1109 1st Ave, Suite 300
Seattle, WA 98101
(206) 264-2727
www.mlaengineering.com
SCALE (IN FEET)
0 4 8 16
SCALE: 1/8" = 1'-0"S-203
2PARTIAL PLAN 2
SCALE: 1/8" = 1'-0"S-203
1PARTIAL PLAN 2 - DEMO
5
6
7
8
1 5/5/25 50% SUBMITTAL
2 8/29/25 90% SUBMITTAL
PILE
NUMBER
PILE
DIAMETER
PILE MINIMUM
TIP ELEVATION
P-1 317.0'
P-2
P-3
P-4
P-5
P-6
P-7
P-8
P-9
P-10
18"Ø x 1/2"
24"Ø x 1/2"
24"Ø x 1/2"
18"Ø x 1/2"
18"Ø x 1/2"
18"Ø x 1/2"
24"Ø x 1/2"
24"Ø x 1/2"
18"Ø x 1/2"
18"Ø x 1/2"
PILE SCHEDULE
317.0'
317.0'
317.0'
317.0'
317.0'
317.0'
317.0'
317.0'
317.0'
P-5P-4P-3P-2P-1
330.00
340.00
350.00
360.00
370.00
380.00
EL
E
V
A
T
I
O
N
(
F
T
)
B/PILE EL= 317' - 0"
EL
E
V
A
T
I
O
N
(
F
T
)
380.00
370.00
360.00
350.00
340.00
330.00
TOC
2' - 6" CONC BARRIER
0' - 10" SLAB
SEE CIVIL FOR
TOC SLAB EL
EXST
TOPOGRAPHY
EXST
TOPOGRAPHY
P-6 P-7 P-8 P-9 P-10
EL
E
V
A
T
I
O
N
(
F
T
)
330.00
340.00
350.00
360.00
370.00
380.00
B/ PILE EL= 317' - 0"
EL
E
V
A
T
I
O
N
(
F
T
)
380.00
370.00
360.00
350.00
340.00
330.00
TOC
SEE CIVIL FOR
TOC SLAB EL
0' - 10" SLAB
2' - 0" CONC PILE CAP
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources
and Parks
Parks and Recreation Division
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Seattle, Washington 98104
Fax: (206) 263-6217
King Street Center, KSC-NR-0700
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
X
T
E
N
S
I
O
N
E00091E07 - AM. 25
SO
O
S
C
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A
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SITE NO.
PROJECT NO.
KI
N
G
C
O
U
N
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Y
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P
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T
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S
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U
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S
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P
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R
K
S
Know what's below.
before you dig.Call
R
C:
\
U
s
e
r
s
\
m
p
a
r
r
i
s
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\
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2
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2
0
2
5
6
:
1
2
:
0
6
P
M
MP
S-204
ELEVATIONS
AB
7 OF 11
1109 1st Ave, Suite 300
Seattle, WA 98101
(206) 264-2727
www.mlaengineering.com
HOR. SCALE: 1/8" = 1'-0"
VERT. SCALE: 1/8" = 1'-0"
S-204
APILE ELEVATION LOOKING NORTH
HOR. SCALE: 1/8" = 1'-0"
VERT. SCALE: 1/8" = 1'-0"
S-204
BPILE ELEVATION LOOKING NORTH
4'8'16'0
1 5/5/25 50% SUBMITTAL
2 8/29/25 90% SUBMITTAL
3 7 1
373
376 3 7 7
PB
WLWL WL
WL
WL WL W L
W L
WL
WL
O
P
O
P
OP
OP
O
P
O
P
O
P
W W W W W W W W W W
D
D
P
P
P PPP
P
3 7 1
373
3 7 7
PB
O
P
O
P
OP
OP
O
P
O
P
WLWL WL
WL
WL WL W L
W L
WL
WL
O
P
W W W W W W W W W W
D
D
P
P
P PPP
P
PB
D
D
WL WL
WL
WL WL W L
W L
WL
WL
O
P
OP
OP
W W W W W W W W W W
P
P
P PPP
P
O
P
OP
C
S-205
___________
B
S-205
___________
A
S-205
___________
SP-1 SP-2 SP-3 SP-4 SP-5 SP-6 SP-7 SP-8 S P -9 S P -1 0
S P -1 1 S P -1 2
5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"4' - 8 5/8"
10' - 2 1/4"
4 ' - 1 1 "
SOLDIER PILE WALL W/ CONC LAGGING
C
S-205
___________
B
S-205
___________
A
S-205
___________
10" SLAB W/ #5 @ 12"
EW T&B
MARK DIAMETER
(FT)
MINIMUM TIP
ELEVATION
SOLDIER
PILE
SP-1 16"358'HP8x36
SP-2
SP-3
SP-4
SP-5
SP-6
SP-7
SOLDIER PILE SCHEDULE
16"
16"
16"
16"
16"
16"
HP8x36
HP8x36
HP8x36
HP8x36
HP8x36
HP8x36
SP-8
SP-9
SP-10
SP-11
SP-12
16"
16"
16"
16"
16"
HP8x36
HP8x36
HP8x36
HP8x36
HP8x36
358'
358'
358'
358'
358'
358'
358'
358'
358'
358'
358'
SP-1 SP-2 SP-3 SP-4 SP-5 SP-6 SP-7 SP-8
B/SHAFT (NTS)
PER SCHED PER SCHED
DRILLED SHAFT &
SOLDIER PILE PER
SCHED, TYP
EL
E
V
A
T
I
O
N
(
F
T
)
390.00
360.00
370.00
380.00
EL
E
V
A
T
I
O
N
(
F
T
)
SP-12
390.00
380.00
370.00
360.00
PRECAST CONC
LAGGING, TYP
5'-0" MAX SPACING, TYP
B/SHAFT (NTS)
EXST
TOPOGRAPHY
SP-11 SP-12
B/SHAFT
PER SCHEDDRILLED SHAFT &
SOLDIER PILE PER
SCHED, TYP
EXST
TOPOGRAPHY
EL
E
V
A
T
I
O
N
(
F
T
)
390.00
EL
E
V
A
T
I
O
N
(
F
T
)
380.00
370.00
360.00
390.00
380.00
370.00
360.00
SP-9 SP-10
B/SHAFT (NTS)
PER SCHED
DRILLED SHAFT &
SOLDIER PILE PER
SCHED, TYP
EXST TOPOGRAPHY
EL
E
V
A
T
I
O
N
(
F
T
)
390.00
380.00
370.00
360.00
EL
E
V
A
T
I
O
N
(
F
T
)
390.00
380.00
370.00
360.00
MAX SPACING
5' - 0"
PRECAST CONC
LAGGING, TYP
UNLESS OTHERWISE NOTED ON PLAN
5'-0" TYP,SOLDIER
PILE
SOLDIER
PILE
PRECAST CONC
LAGGING, TYP
SOLDIER PILES W/ WHS EPOXY COAT
HP PILES & WHS TO 1'-0" BELOW BOT
OF EXCAVATION
WHERE NECESSARY CHIP OUT DRILLED
SHAFT CDF TO PLACE TIMBER LAGGING
BEARING, TYP
2 1/2" MIN
NOTE:
1. REVIEW AND FOLLOW ALL GEOTECHNICAL REPORT
RECOMMENDATIONS WHEN CONSTRUCTING SOLDIER PILE WALL.
5"
#5 @ 12", EW#5 @ 12", EW
B
S-401
___________
C
S-401
___________
D
S-401
___________
2
3
1
4
5
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources
and Parks
Parks and Recreation Division
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Seattle, Washington 98104
Fax: (206) 263-6217
King Street Center, KSC-NR-0700
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
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N
S
I
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E00091E07 - AM. 25
SO
O
S
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PROJECT NO.
KI
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A
L
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S
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E
S
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P
A
R
K
S
Know what's below.
before you dig.Call
R
C:
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p
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6
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8
/
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2
0
2
5
6
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1
2
:
0
8
P
M
MP
S-205
PARTIAL PLANS AND
ELEVATIONS
AB
8 OF 11
1109 1st Ave, Suite 300
Seattle, WA 98101
(206) 264-2727
www.mlaengineering.com
4'8'16'0
SCALE: 1/8" = 1'-0"S-205
1
PARTIAL PLAN -
SOLDIER PILE WALL FOUNDATION
SCALE: 1/8" = 1'-0"S-205
3
REINFORCING PARTIAL PLAN -
SOLDIER PILE WALL SIDEWALK
SCALE: 1/8" = 1'-0"S-205
C
ELEVATION -
WEST WALL LOOKING NORTH
SCALE: 1/8" = 1'-0"S-205
B
ELEVATION -
CULVERT PILE LOOKING NORTH
SCALE: 1/8" = 1'-0"S-205
A
ELEVATION -
EAST WALL LOOKING NORTH
SCALE: 3/4" = 1'-0"S-205
DTYPICAL SOLDIER PILE LAYOUT
KEY NOTES
1 EDGE OF SIDEWALK.
STEEL HP PIPE.
EXISTING CULVERT.
SLAB BRIDGE ABUTMENT, PILE SUPPORTED.
SLAB BRIDGE.
2
3
4
5
SCALE: 1/8" = 1'-0"S-205
2PARTIAL PLAN 3
1 5/5/25 50% SUBMITTAL
2 8/29/25 90% SUBMITTAL
52+03.00
WE
T
L
A
N
D
E
D
G
E
SIDEWALKBACKFILL OVER
CULVERT
SLAB BRIDGE
ABUTMENT/ PILE CAP
HP PILE, TIED INTO
SOLDIER PILE
WALL BEYOND
6' - 5"CONC SLAB BRIDGE
OVER CULVERT(E) GRADE
WE
T
L
A
N
D
E
D
G
E
PIPE PILES
EDGE BM
CURB
BARRIER
SLAB ON GRADEBOARDWALK
SLAB
RETAINING
WALL/PILE CAP
RAILING
S-501
A
S-501
E
10
"
3'
-
6
"
1'
-
0
"
10"
2'
-
6
"
1' - 3"1' - 3"1' - 3"1' - 3"
BRIDGECONC SLAB BRIDGE
HP PILE
ABUTMENT/
PILE CAP
EXST CULVERT
BACKFILL
10' - 0"
S-501
H
51+85.00
WE
T
L
A
N
D
E
D
G
E
SIDEWALK
SIDEWALK W/
THICKENED EDGE
SOLDIER PILE WALL
W/ CONC LAGGING
EXST GRADE
WALL BACKFILL
6' - 6"
S-501
G
(W
H
E
R
E
O
C
C
U
R
S
)
WE
T
L
A
N
D
E
D
G
E
SIDEWALK
MFR DESIGNED
BLOCK WALL
EXST GRADE
WALL BACKFILL
PER GEOTECH
6' - 6"SIDEWALK W/
THICKENED EDGE
2" WEEP PIPE
@ 10' OC
6" DRAIN PIPES-501
G
NOTES:
1. MFR BLOCK WALL IS DESIGNED BY THE CONTRACTOR AS A DEFERED
SUBMITTAL. REFER TO GEOTECHNICAL REPORT FOR RECOMMENDATIONS, CUT
BACKS AND SOIL DESIGN VALUES.
2. BLOCK WALL TO BE DESIGNED FOR A MINIMUM 250 PSF LIVE LOAD SURCHARGE.
3. LOCATE ALL NEARBY UTILITIES PRIOR TO EXCAVATION. FOLLOW
GEOTECHNICAL RECOMMENDATIONS FOR CUT BACK LIMITS.
EXST UTILITY PIPE,
VERIFY LOCATION
6' - 6"
WL
TOC EL
377.72
RE
I
N
F
O
R
C
E
P
E
R
W
S
D
O
T
ST
A
N
D
A
R
D
P
L
A
N
J
-
2
6
.
1
0
-
3
EXST GROUND
TRAFFIC SIGNAL FDN PER WSDOT
STANDARD PLAN J-26.10-03
TRAFFIC SIGNAL POLE
THICKENED SIDEWALK
NOTES:
1. TRAFFIC SIGNAL FOUNDATION PER WSDOT
STANDARD PLAN J-26.10-03.
FOUNDATION TYPE: 48"Ø
XYZ (FT2) = XXXX
2. PER GEOTECHNICAL REPORT:
ALLOWABLE LATERAL BEARING PRESSURE:
1500 PSF WITH EMBEDMENT DEPTH "D" OF
15'-0" OR GREATER. MAX GROUND SLOPE
ALLOWED = 3H : 1V OR FLATTER
MFR DESIGNED
BLOCK WALL
361.20
MIN EMBED EL
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources
and Parks
Parks and Recreation Division
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Seattle, Washington 98104
Fax: (206) 263-6217
King Street Center, KSC-NR-0700
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
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E00091E07 - AM. 25
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PROJECT NO.
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S
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C
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S
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N
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P
A
R
K
S
Know what's below.
before you dig.Call
R
C:
\
U
s
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r
s
\
m
p
a
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\
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1
6
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p
a
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2
9
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2
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2
5
6
:
1
2
:
0
8
P
M
MP
S-401
SECTIONS
AB
9 OF 11
SCALE: 1/4" = 1'-0"S-401
BSECTION
SCALE: 1/4" = 1'-0"S-401
ASECTION
SCALE: 1/4" = 1'-0"S-401
CSECTION
1109 1st Ave, Suite 300
Seattle, WA 98101
(206) 264-2727
www.mlaengineering.com
SCALE: 1/4" = 1'-0"S-401
DSECTION
SCALE: 1/4" = 1'-0"S-401
ESECTION
SCALE: 1/4" = 1'-0"S-401
FDETAIL
1 5/5/25 50% SUBMITTAL
2 8/29/25 90% SUBMITTAL
DEMO EXST CONC
TRANSITION CURB
DEMO EXST
ASPHALT SIDEWALK
DEMO APPROACH SLAB,
PRESERVE EXIST REINF
EXST REBAR
EXST ABUTMENT WALLEXST GABIAN WALL
HCP
DEMO TOPPING SLAB
EXST TOPPING SLAB,
FIBER REINFORCED CONC
PARTIAL DEPTH SAWCUT.
DO NOT DAMAGE HCP
SEE CIVIL DWG FOR LIMITS
SIDEWALK SEE
CIVIL DWGS
CAST APPROACH SLAB.
REBEND EXST REINF TO
PROVIDE 2" CLR COVER
EXST REBAR
EXST ABUTMENT WALL
EXST GABIAN WALL
HCP
TRAFFIC COATING OVERLAY METHYL
METHACRYLATE (MMA) POLYMER
CONC THIN SLURRY OVERLAY.
W/ BROADCAST WEAR AGGREGATE
FIBER REINFORCED
CEMENTITIOUS OVERLAY
±1" MIN THICKNESS
(PER MFR REQUIREMENTS)
MATCH EXST TOP OF SLAB
DEMOLITION
S-501
J
2"
1'
-
0
"
2"
MI
N
1'
-
0
"
PEDESTRIAN SIGNAL POLE
STL BRACKET FOR PEDESTRIAN
SIGNAL POLE
C
--
___________
D
--
___________
6 1/2"
3/4" BASE PL
NOTE:
1. FIELD VERIFY ALL EXISTING FOOTING
DIMENSIONS INDICATED. SCAN FOOTING FOR
REBAR PRIOR TO INSTALLATION. DO NOT CUT
REBAR WHEN INSTALLING ANCHORS.
1/2" GROUT PAD
10" (VIF)
(V
I
F
)
1'
-
0
"
2'
-
8
"
(
V
I
F
)
2"
1' - 0"
6" MIN
(4) 1/2"Ø EPOXY
ANCHOR W/ 4"
EMBED EACH SIDE
PL1/2, TYP
EXIST STEM WALL
5" MIN
1/4 EACH SIDE
1/4
1/4
2"2"
3/4" EPOXY ANCHOR W/
5" EMBED
BTWN ANCHORS
4" MIN OFFSET
STL BRACKET BELOW
1 1/2" STL PL
THRU BOLTS TO MATCH POLE
BASE PL. 3/4"Ø MIN
POLE BASE PL
EXST BOARDWALK
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources
and Parks
Parks and Recreation Division
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Seattle, Washington 98104
Fax: (206) 263-6217
King Street Center, KSC-NR-0700
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
X
T
E
N
S
I
O
N
E00091E07 - AM. 25
SO
O
S
C
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SITE NO.
PROJECT NO.
KI
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C
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T
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A
L
RE
S
O
U
R
C
E
S
A
N
D
P
A
R
K
S
Know what's below.
before you dig.Call
R
C:
\
U
s
e
r
s
\
m
p
a
r
r
i
s
h
\
O
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e
D
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e
-
M
L
A
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n
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2
3
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1
1
6
S
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P
a
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2
2
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r
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L
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r
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8
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2
9
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2
0
2
5
6
:
1
2
:
0
9
P
M
MP
S-402
SECTIONS
AB
10 OF 11
1109 1st Ave, Suite 300
Seattle, WA 98101
(206) 264-2727
www.mlaengineering.com
SCALE: 1/4" = 1'-0"S-402
ADETAIL
SCALE: 3/4" = 1'-0"S-402
BDETAIL
--SCALE: 3/4" = 1'-0"
CDETAIL
--SCALE: 3/4" = 1'-0"
DDETAIL 1 5/5/25 50% SUBMITTAL
2 8/29/25 90% SUBMITTAL
(2) #11, W/ (2) #11
DECKED
#6 @ 6" OC TYP @
SIDES
(4) #11
#4 STIRRUPS @ 6" OC
SEE SLAB PLAN
FOR REINF
PI
L
E
C
A
P
T
H
I
C
K
N
E
S
S
P
E
R
P
L
A
N
TOP OF BM
Ls, TYP
(4) #9
1" CAP PL
W/ (8) 7/8"Øx7" WHS
#9
TYP EW (2 TOTAL)
Ld
STL PILE
PER PLAN
1"
WHS
5/16 TYP
PILE PER PLAN
CAP PL
(8) 7/8"Øx7" WHS
STL CAP PL 1"
STL PILE
#9 BAR
#4 STIRRUPS @ 6" OC
3'
-
6
"
2' - 6"
10
"
(4) #11 T&B
#8 SIDE BAR,
CONT AT MAX
12" OC, TYP
TRAIL ASPHALT
1/2" BEARING PAD
2' - 0"2' - 0"
3'
-
0
"
M
A
X
,
1
'
-
6
"
M
I
N
1' - 0"SLAB REINFORCING
PER PLAN
10
"
#5 @ 12" OC#5 @ 12" OC
#5 @ 12" OC#5 @ 12" OC
1'
-
0
"
1' - 0"
S-501
M
10"
6"1' - 6"
2' - 6"
2'
-
6
"
10
"
SLAB REINFORCING
PER PLAN
#5 @ 12" OC
(2) #6
(4) #9 T&B, HOOK
ENDS
1" CAP PL 8"
PRESERVE EXST REINF.
REBEND TO PROVIDE 2" CLR
CLR
2"
EXST HCP
EXST ABUTMENT WALL
MIN
1' - 0"
EXST TOPPING TAPERED TO
PROVIDE GRADING PER CIVIL(3)#5 BAR,
CONT.
(2)#5 BAR,
CONT.
#4 TIE AT 12"
(E) TOPPING SLAB REMOVE
PER CIVIL GRADING PLAN
(E) RAILING
(E) RAILING
BASE PL
(E) ANCHOR BOLT
PLAN
0' - 10"
(4) #5 x 6' 4'-6" @ 6" OC
EA POST
4"
#5 x 4'-0" @ 12" OC
(2) #5 x 4'-0" @ 12" OC T&B
CENTERED ON POST BRACKETA-A
--
___________
FENCE POST 2 1/2" ⌀,
5'-0" MAX SPACING
SECTION A-A
2"
5"
2"
1/2"
2 1/2"
4"
2 1/2"
1/2"TYP
1/2" PL
(4) 1/2"Ø ASTM F155
GR 36 ANCHOR RODS
W/ MIN 6" EMBED
NOTE:
1. FENCE POST ATTACHMENT SHALL BE INSTALLED A
MINIMUM OF 12" AWAY FROM SIDEWALK JOINTS.
NOTE 1
1' - 0" MIN
SIDEWALK JT
WHERE OCCURS
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources
and Parks
Parks and Recreation Division
201 So. Jackson Street, Suite 700
Telephone: (206) 477-4527
Seattle, Washington 98104
Fax: (206) 263-6217
King Street Center, KSC-NR-0700
SHEET TITLE
CHECKED BY
ID
DRAWN BY
FILE
DATE DESCRIPTION
ISSUE / REVISIONS
CONTRACT NO.
PH
A
S
E
5
A
E
X
T
E
N
S
I
O
N
E00091E07 - AM. 25
SO
O
S
C
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A
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SITE NO.
PROJECT NO.
KI
N
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C
O
U
N
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Y
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P
A
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N
T
O
F
NA
T
U
R
A
L
RE
S
O
U
R
C
E
S
A
N
D
P
A
R
K
S
Know what's below.
before you dig.Call
R
C:
\
U
s
e
r
s
\
m
p
a
r
r
i
s
h
\
O
n
e
D
r
i
v
e
-
M
L
A
E
n
g
i
n
e
e
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\
D
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e
nt
s
\
2
3
.
1
1
6
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p
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M
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2
9
/
2
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2
5
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1
2
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1
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P
M
MP
S-501
DETAILS
AB
11 OF 11
1109 1st Ave, Suite 300
Seattle, WA 98101
(206) 264-2727
www.mlaengineering.com
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ADETAIL
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BDETAIL
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CDETAIL
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DDETAIL
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EDETAIL
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FDETAIL
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GDETAIL
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HDETAIL
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JDETAIL
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LDETAIL
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MFENCE POST ATTACHMENT DETAIL
1 5/5/25 50% SUBMITTAL
2 8/29/25 90% SUBMITTAL