HomeMy WebLinkAboutzR-4202Set0
•
MAYOR:
ARMONDO PAVONE
RENTON CITY COUNCIL:
RANDY CORMAN
RYAN MCIRVIN
VALERIE O'HALLORAN
RUTH PEREZ
KI M-KHAN H VAN
ED PRINCE
ANGELINA BENEDETTI
GENE COULON MEMORIAL BEACH
PARK TRESTLE BRIDGE REPLACEMENT
COMMUNITY SERVICES DEPARTMENT:
KELLY BEYMER, COMMUNITY SERVICES ADMINSTRATOR
LESLIE BETLACH, PARKS PLANNING AND NATURAL
RESOURCES DIRECTOR
ALAN J. WYATT, CAPITAL PROJECTS MANAGER
LO
LO
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
J
WSP USA Inc.
NNN
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
fl- ti�
�P
L
PACIFIC
OCEAN
1201 LAKE WASHINGTON BLVD NORTH
RENTON, WASHINGTON
CANADA
BELLINGHAM
Z�p
ROJECT%� ----------------- —
OCATION � EVEREn
--------------------�� �XSEATTLE
OLYMPIA
OREGON
RENTON
TACOMA
El
El 0 11 El
C3 -1 �]j 1-1 Li
ELI
onoq d o o Q� ��q ]❑ E�C C]H�� q�a��❑4�� DaD�qo
u o ol_ o
ET�ir--u AVF NF o
405
❑
dam° Goa 0 000
o� o � Sa-��
\k�
o o B�vON
O Sao , O PSN\NG�ON Ro 0
Q:D
APPROXIMATE
SHORELINE
PARK TRAILS
GENE COULON
MEMORIAL
BEACH PARK
PUBLIC DOCKS
0
El
�*_
D 0
-< C
Z m
70
O
0
AREA MAP
SCALE: NTS
VICINITY
MAP
SCALE: NTS
R-420201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURVEYED:
SCALE:
DATE:
10/26/23
DESIGNEDGDN
1 20
CITY OF
GENE COULON MEMORIAL BEACH PARK
FlELDBOOK:
FB
RENTON
TRESTLE BRIDGE REPLACEMENT
PAGE:
PAGE
DRAWN: AH K
DRAWING NO:
ONE INCH
CHECKED:
CSB
AT FULL SCALE
IF NOT ONE INCH
COVER SHEET
G — 1
APPROVED:
SHEET: 1 OF, 45
NO.
REVISION
BY
DATE
AP P R
SCALE ACCORDINGLY
N
O
O
O
O
T
N
a
J
O
O
T
Uu uu
o ❑Q
N
Nt
N � ❑
flJ
� rim
L�
Ej E0 E�� E:J= E—L]
JONES AVE NE
E] EE] Imo..
O i
f-1 0 =
RESTROOM TO BE CLOSED,
CONTRACTOR TO SUPPLY
TEMPORARY FACILITIES —
1. C.UUKUIIVAI It IVIUVtIVItIV I Ur ALL UUIVJI KUI,I IUIV IJAKCjtJ VVI I hi I hit U I Y
PRIOR TO MOVEMENT. SAIL MOORINGS ARE LOCATED BOTH NORTH AND
SOUTH OF THE WORK AREA.
J=410101011]IVell9W4I01019SITTT Its] :iw_\71Z61MI0IFel 2110FTALTAIk9:talk fma: Eels ft,
Co MOBILIZATION.
co
O
CN 3. MAINTAIN CLEAR AREA FOR EMERGENCY VEHICLE TURNAROUND AND
ACCESS IN THE TRAFFIC CIRCLE.
WEI
�.
0 4. SEE CIVIL DRAWINGS FOR LAYDOWN AND RESTORATION REQUIREMENTS.
0)
r-
LO
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
>, IN PART ON INFORMATION PROVIDED BY OTHERS.
-0 CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
in LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
J
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
D. NF
wasZ,����
o �
502z 6--
�
LISTER y�
ss1oNAL �o�� N 0.
n6
u❑
[�J E::�i P r=�]
E�;] E:�] ED
PLAN - SITE ACCESS
SCALE: NTS
SURVEYED:
DESIGNED:
GDN
DRAWN:
AHK
CHECKED:
CSB
REVISION BY DATE APPR APPROVED:
GDN
p Ejo
0
o
SCALE:
1 "=20' CITY OF
RENTON
ONE INCH
AT FULL SCALE •
IF NOT ONE INCH
SCALE ACCORDINGLY
LO
N
LO
O
U
,O
CW
O
O
O
T
a
J
\\\ \ X > R-420203
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
GENE COULON MEMORIAL BEACH PARK
TRESTLE BRIDGE REPLACEMENT
PLAN - EXISTING CONDITIONS
10/26/23
RELDBOOK: FB
PAGE` PAGE
DRAWING N0:
G-3
SHEET: OF:
3 45
M
M
O
O
O
T
N
O
0
W
LEGEND
ji
0-
w w-
OHW
— OHP —
Q
0
ao
o�
LO
LO
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASE[
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
c�
J
JUNCTION BOX
LIGHT POLE
UTILITY POLE
TREES
WATER LINE
ORDINARY HIGH WATER LINE
OVERHEAD POWER LINE
HANDRAIL
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
STERN' 0
ALA' o��
I-"AII I I I K 1 r' rrl%Ir`r
LAKE WASHINGTON --\,
PLAN - EXISTING TIMBER TRESTLE
SCALE: 8 0 8 16
1"=8'
scale feet
SURVEYED: SCALE:
DESIGNED: 1 "=20' �
GDN +
DRAWN:
AHK
ONE INCH
CHECKED: AT FULL SCALE
CSB IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: GDN SCALE ACCORDINGLY
CITY OF
RENTON
R-420204
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
GENE COULON MEMORIAL BEACH PARK
TRESTLE BRIDGE REPLACEMENT
SITE PLAN - EXISTING TIMBER TRESTLE BRIDGE
z
3
Q
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
G-4
4 45
N
LO
O
O
N
U
N
O
O
O
O
T
a
J
C'7
C'7
O
O
O
O
T
rr
n
0
N
0
W
GENERAL
1. THESE NOTES CONTAIN GENERAL INFORMATION AND ARE NOT NECESSARILY
COMPLETE FOR CONSTRUCTION PURPOSES. VERIFY INFORMATION SHOWN ON
THE DRAWINGS WITH OTHER DOCUMENTS AND BRING CONFLICT(S) TO THE
ATTENTION OF THE CITY BEFORE BEGINNING THE AFFECTED WORK. THE CITY WILL
RESOLVE THESE CONFLICT(S).
2. PROJECT DATUM AND SURVEY CONTROL: REFER TO NOTES ON DRAWING G-02
AND SURVEY BY SITTS AND HILL ENGINEERS, INC, COMPLETED ON 30 APRIL,2020.
3. ALL SURVEYING AND STAKING REQUIRED DURING CONSTRUCTION SHALL BE
PERFORMED BY THE CONTRACTOR.
4. THE PARK TRAIL NEAR THE WORK WILL BE CLOSED TO THE PUBLIC DURING
CONSTRUCTION. SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY FOR REVIEW AND
APPROVAL PRIOR TO THE START OF CONSTRUCTION.
5. CONTRACTOR AREAS FOR STAGING, LAYDOWN, STORAGE OF MATERIALS AND
EQUIPMENT SHALL BE COORDINATED WITH THE CITY PRIOR TO MOBILIZATION TO
THE SITE.
6. KEEP ALL ON -SITE PROJECT AREAS CLEAN AT ALL TIMES BY SWEEPING. WASHING
AND/OR USE OF WATER TRUCK TO CLEAN PAVED AREAS ARE/IS NOT ALLOWED.
7. SITE FEATURES NOT SPECIFICALLY ADDRESSED IN PROJECT SPECIFICATIONS SHALL
BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE MATERIAL AND
CONSTRUCTION REQUIREMENTS SECTION OF WSDOT M41-10, STANDARD
SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, 2020,
UNLESS NOTED OTHERWISE. DIVISION 1 AND MEASUREMENT AND PAYMENT
SECTIONS OF WSDOT M41-10 DO NOT APPLY TO THIS PROJECT.
8. FIELD SURVEY PERFORMED WAS USED TO SHOW APPROXIMATE LOCATION OF
EXISTING UNDERGROUND UTILITIES AND SITE FEATURES. HOWEVER, IT IS THE
SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE
ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND
AVOID ANY OTHER UTILITIES NOT SHOWN HERE IN WHICH MAY BE AFFECTED BY
THE IMPLEMENTATION OF THESE PLANS. USE A UTILITY LOCATION SERVICE FOR
ALL AREAS REQUIRING EXCAVATION. INFORM THE CITY OF ANY POTENTIAL
CONFLICTS OR INTERFERENCES FOR RESOLUTION PRIOR TO PERFORMING
EXCAVATION.
9. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION
UNLESS OTHERWISE NOTED.
10. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE
ADEQUACY OF EXISTING STRUCTURES AND UTILITIES TO SUPPORT CONSTRUCTION
LOADS.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND
MAINTAIN SHORING AND BRACING NECESSARY TO PROTECT WORKERS, UTILITIES
AND OTHER IMPROVEMENTS AND EXCAVATION PER FEDERAL, STATE & CITY
REGULATIONS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL
OF TEMPORARY SHORING AND BRACING.
11. PROVIDE PEDESTRIAN SIGNS & TRAFFIC CONTROL DURING CONSTRUCTION.
12. INSTALL TEMPORARY CONSTRUCTION FENCE AROUND THE JOB SITE.
13. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES
TO ENSURE THAT SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL OR
PIPED DRAINAGE SYSTEM. REFER TO THE APPLICABLE DRAWINGS AND PROJECT
SPECIFICATIONS FOR REQUIREMENTS AND DETAILS THAT ARE CONSIDERED THE
MINIMUM TESC FEATURES REQUIRED DURING CONSTRUCTION. AS
CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, MORE TESC
FACILITIES MAY BE REQUIRED TO ENSURE COMPLETE SILTATION AND EROSION
CONTROL OF THE PROJECT. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE
THE OBLIGATION AND RESPONSIBILITY OF CONTRACTOR TO ADDRESS ANY NEW
CONDITIONS THAT MAY BE CREATED BY CONTRACTOR'S ACTIVITIES AND TO
PROVIDE ADDITIONAL TESC FACILITIES THAT MAY BE NEEDED TO PROTECT
ADJACENT LAND AND EXIST DRAINAGE FEATURES. REMOVE TESC FACILITIES AT
COMPLETION OF THE PROJECT.
14. A TESC PLAN SHALL BE SUBMITTED AND APPROVED BY THE CITY PRIOR TO
STARTING CONSTRUCTION ACTIVITIES..
15. ANY DAMAGE INCURED TO ANY PART OF THE SITE OR BOUNDARY NOT
SPECIFICALLY DESIGNATED FOR DEMOLITION SHALL BE REPAIRED, REPLACED,
AND/OR RECONSTRUCTED BY THE CONTRACTOR, AT THE CONTRACTORS EXPENSE,
TO THE PRE -DISTURBED CONDITIONS AS DIRECTED BY THE CITY.
Q 16. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF
CONSTRUCTION.
r
co
N 17. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
N
U
° 18. ALL DEVIATIONS FROM THESE PLANS SHALL BE RECORDED ON A SET OF "AS -BUILT"
E
° OR RECORD DRAWINGS. THE CONTRACTOR SHALL SUBMIT "AS -BUILT" DRAWINGS
TO THE CITY.
Nt
LO
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASEDI Suite 300
WSP USA Inc.
IN PART ON INFORMATION PROVIDED BY OTHERS. 33301 9th Avenue South
CHANGES SHOWN HAVE BEEN PROVIDED BY THE Federal Way, WA 98003-2600
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE TEL: (206) 431-2300
cco LICENSED ENGINEER OR LANDSCAPE ARCHITECT. FAX: (206) 431-2250
W
cU
J
DEMOLITION AND CONSTRUCTION
16. CONTAIN DEMOLITION WITHIN THE LIMITS DESIGNATED. DO NOT DAMAGE
EXISTING STRUCTURES, UTILITIES, OR FACILITIES.
17. DO NOT ALLOW DEMOLITION, CONSTRUCTION, OR OTHER DEBRIS TO FALL ONTO
THE SLOPE OR INTO THE WATER BY UTILIZING TARPS, FLOATS, OR OTHER MEANS.
18. MONITOR OVERWATER DEMOLITION AND CONSTRUCTION ACTIVITIES AND
IMMEDIATELY REMOVE AND DISPOSE OF ANY DEMOLITION, CONSTRUCTION, OR
OTHER DEBRIS THAT ENTERS THE WATER IN ACCORDANCE WITH FEDERAL, STATE,
AND LOCAL REGULATIONS AND PERMIT REQUIREMENTS. MODIFY CONTAINMENT
METHODS IF MONITORING INDICATES THAT THE METHODS IN USE ARE NOT
EFFECTIVE.
19. MAINTAIN TREE PROTECTION THROUGH NSTRUCTION IN ACCORDANCE
71Q�
WITH THE PLANS AND DETAILS ON SHEE �4A
20. PERFORM WORK IN ACCORDANCE WITH PERMIT AND REGULATION
REQUIREMENTS.
21. PRIOR TO GENERAL DEMOLITION, SAWCUT WHERE NOTED, OR OTHERWISE
PROVIDE A SMOOTH CLEAN BREAK BETWEEN ITEMS THAT ARE TO BE DEMOLISHED
AND ITEMS THAT ARE TO REMAIN.
22. DEMOLITION AND EXCESS CONSTRUCTION MATERIALS, EXCEPT AS NOTED, SHALL
BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED AND
DISPOSED OF.
23. THE REMOVAL, HANDLING, AND DISPOSAL OF DEMOLITION MATERIALS,
INCLUDING CREOSOTE -TREATED AND OTHER TIMBERS, SHALL BE IN ACCORDANCE
WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS. PROPER DISPOSAL OF
DEMOLITION AND CONSTRUCTION MATERIALS SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
FAMILIARIZE ITSELF WITH THE MATERIALS TO BE DISPOSED OF; FEDERAL, STATE,
AND LOCAL REGULATIONS; AND PERMIT REQUIREMENTS.
24. WHEN MODIFYING OR TRIMMING EXISTING ELEMENTS IS REQUIRED, DO NOT
DAMAGE OR REDUCE THE LOAD -CARRYING CAPACITY OF THE EXISTING ELEMENTS.
HMA PAVING AND SURFACE RESTORATION
1. HMA SHALL BE CLASS 1/2-INCH, PG 58S-22 FOR TYPICAL PAVING SECTION, SEE A
C-12
2. SAW -CUT AND CAREFULLY REMOVE EXISTING PAVEMENT IN A MANNER TO
PREVENT DAMAGE TO CLEAN VERTICAL ACP EDGE.
PAVEMENT MARKING AND SIGNAGE
1. REPLACE IN KIND ALL EXISTING PAVEMENT MARKING ON TRAIL (SUCH AS CENTER
STRIPES) AS REQUIRED DUE TO CONSTRUCTION ACTIVITIES REQUIRING SURFACE
DEMO.
\A/OTFR
1. WATER GENERAL NOTES SHALL BE PER THE CITY OF RENTON STANDARD PLAN NO.
300, SEE SHEET C-8.
2. POT -HOLE AS REQUIRED TO CONFIRM ALL TIE-IN LOCATIONS, AND SIZE, MATERIAL,
AND DEPTH OF EXISTING PIPE. NOTIFY THE CITY WHERE UNFORSEEN SITE
CONDITIONS OR DISCREPANCIES ARE DISCOVERED.
3. WHERE EXISTING ACP IS REMOVED FOR PIPE INSTALLATION, REPAIR SECTION
SHALL MATCH EXISTING BUT ALSO BE NOT LESS THAN 3" (MIN) ACP OVER 6" (MIN)
COMPACTED BASE COURSE. TOP OF ACP SHALL BE FLUSH WITH EXIST. ALL
PAVEMENT REMOVAL SHALL BE ACOMPLISHED USING SAW -CUTS.
4. WHERE WATER LINES ARE INSTALLED IN UNPAVED AREAS, SURFACE SHALL BE
STABILIZED TO MATCH SURROUNDING CONDITIONS BY EITHER HYDRO -SEEDING
WITH PERMANENT SEED MIX, PLACING LANDSCAPING BARK, OR PLACEMENT OF 3"
THICK COMPACT CRUSHED AGGREGATE.
5. COORDINATE ALL UTILITY SHUTDOWNS WITH THE CITY OF RENTON PUBLIC
WORKS. DISRUPTION OF ANY WATER SERVICE SHALL BE APPROVED IN ADVANCE.
1 1 UPDATED PER CIVIL APPLICATION PERMIT
NO.
REVISION
EROSION AND SEDIMENTATION CONTROL BMP
REQUIREMENTS
THE FOLLOWING WASHINGTON STATE DEPARTMENT OF ECOLOGY TESC BMP'S SHALL
BE USED AT THE PROJECT SITE AS REQUIRED FOR CONSTRUCTION STORMWATER
POLLUTION PREVENTION AND PERMANENT EROSION CONTROL. REFER TO ECOLOGY'S
2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON
(SWMMWW), JULY 2019, AND CITY OF RENTON SURFACE WATER DESIGN MANUAL
(RSWDM), 2017 FOR REQUIREMENTS RELATED TO THE FOLLOWING BMP-S. OBTAIN A
COPY OF SWMMWW USING THE FOLLOWING LINK:
HTTPS://FORTRESS.WA.GOV/ECY/EZSHARE/WQ/PERMITS/FLARE/2019SWMMWW/2019SWMMWW.HTM
THE BMP'S AND RELATED DESIGN AND INSTALLATION SPECIFICATIONS AND
MAINTENANCE STANDARDS DESCRIBED FOR EACH BMP IN THE SWMMWW AND/OR
RSWDM SHALL BE CONSIDERED CONTRACT REQUIREMENTS UNLESS OTHERWISE
NOTED.
1. BMP C103: HIGH VISIBILITY FENCE - WHERE SILT FENCE IS NOT REQUIRED, INSTALL
HIGH VISIBILITY FENCE AT LIMITS OF DISTURBANCE IN ACCORDANCE WITH BMP
C103 AND WSDOT STD PLAN 1-10.10-01. WHERE SILT FENCE IS REQUIRED AT
LIMITS OF DISTURBANCE, INSTALL HIGH VISIBILITY STILT FENCE IN ACCORDANCE
WITH WSDOT STD PLAN 1-30.17-01 OR HIGH VISIBILITY SILT FENCE WITH BACKUP
SUPPORT IN ACCORDANCE WITH WSDOT STD PLAN 1-30.16-01 AS REQUIRED TO
MAINTAIN INTEGRITY OF SILT FENCE.
2. BMP C105: STABILIZED CONSTRUCTION ENTRANCE/EXIT - ALSO SEE WSDOT STD
PLAN 1-80.10-02.
3. BMP C106: WHEEL WASH - ONLY REQUIRED WHEN BMP C105 IS NOT PREVENTING
SEDIMENT FROM BEING TRACKED ONTO ROADWAY
4. BMP C140: DUST CONTROL
5. BMP C151: CONCRETE HANDLING
6. BMP C154: CONCRETE WASHOUT AREA
7. BMP C160: CERTIFIED EROSION AND SEDIMENT CONTROL LEAD.
8. BMP C233: SILT FENCE - ALSO REFER TO NOTES UNDER BMP C103
9. BMP C235: WATTLES
SUGGESTED CONSTRUCTION SEQUENCE FOR TESC:
1. PRE -CONSTRUCTION MEETING
2. FLAG OR FENCE CLEARING LIMITS
3. POST SIGN WITH NAME AND PHONE NUMBER OF CERTIFIED TESC LEAD
4. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
5. INSTALL PERIMETER PROTECTION (SILT FENCE, WATTLES, ETC.)
6. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH THE
DEPARTMENT OF ECOLOGY STANDARDS AND MANUFACTURER'S
RECOMMENDATIONS.
7. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR
INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION
AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE DEPARTMENT OF
ECOLOGY EROSION AND SEDIMENT CONTROL STANDARDS.
8. COVER ALL AREAS WITH TESC FEATURES THAT WILL BE UNWORKED FOR MORE
THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET
SEASON IN ACCORDANCE WITH THE SPECIFICATIONS.
9. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
10. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS SHALL BE STABILIZED
AND TESC BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE AS
DETERMINED BY THE CITY.
GDN 3/17/221 GDN SURVEYED:
DESIGNED:
GDN.
DRAWN:
AHK
CHECKED:
CSB
BY DATE AP P R APPROVED:
GDN
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE •
IF NOT ONE INCH
SCALE ACCORDINGLY
R-420206
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CITY OF GENE COULON MEMORIAL BEACH PARK
RENTON TRESTLE BRIDGE REPLACEMENT
CIVIL NOTES
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
C-1
SHEET: OF:
6 45
N
O
O
O
T
a
J
M
0
O
O
T
N
Er
n
O
0
W
m
U)
a�
U)
E
Q
U
QI
U)
D
0
i
OHW
i FC;FNn
0#
0
PLANTING NORTH AREA
EXIST JUNCTION BOX
EXIST LIGHT POLE
EXIST UTILITY POLE
EXIST TREES (SEE DRAWING C-4 FOR PROTECTION DETAILS)
EXIST FENCE
ORDINARY HIGH WATER LINE
SILT FENCE
FLOATING DEBRIS BOOM
HIGH VISIBILITY FENCE
EXIST TREE W/ TREE PROTECTION SEE DRAWING C-4
o_
Nt
LO
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
cco LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
in
m
J
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
AREA OF DISTURBANCE, TYP
EXIST PEDESTRIAN ACP TRAIL
TESC NOTES:
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A
PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF
RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE
APPLICANT'S CONTRACTOR.
2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE WASHINGTON
STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION
STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE
APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS
PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION
STORMWATER GENERAL PERMIT.
3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE
DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM
CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER
TO FULFILL PROJECT ESC REQUIREMENTS.
4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR
TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO
ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS,
DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED.
5. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR
BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION
AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING
AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE
CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM)
PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION
PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE
PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE
APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
6. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE
BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF
THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL
WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL
PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY
DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS
TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE
END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS
NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE
STATE.
7. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN
DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT
CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN
DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN
DESIGNATED CONCRETE WASHOUT AREAS.
1 1 UPDATED PER CIVIL APPLICATION PERMIT
NO.
REVISION
I�
EXIST CONIC F&�TING, TYP
EXIST TIMBER TRESTLE
ra m M.
n
•
III111�11 ■■■■ — ------
10
---
�I
♦
EXIST PEDESTRIAN ACP TRAIL
PLAN - TEMPORARY EROSION AND SEDIMENT CONTROL
SCALE:
20 0 20 40
1" = 20'
scale feet
8. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION
PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT
TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS
AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A
SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR
CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS
PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS
COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL
FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION,
MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC
BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT.
9. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE
POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY.
10. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE
MINIMUM REQUIREMENTS TO MEET ANTICIPATE D SITE CONDITIONS. AS
CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS
DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE
NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED
SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE
OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY
NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROV
IDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS,
AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER
QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF
STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW
AND APPROVAL.
12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS,
THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON
(OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY
SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY
STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING,
MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D
OF THE RENTON SWDM.
13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES
BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED
BY THE CITY.
14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING
IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED
AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A
STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE
FREQUENTLY AS REQUIRED BY THE CITY.
GDN 3/22/221 GDN SURVEYED:
DESIGNED:
GDN.
DRAWN:
AHK
CHECKED:
CSB
BY DATE AP P R APPROVED:
GDN
SCALE:
1 "=20'
ONE INCH
+H
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
PUBLIC RESTROOM
16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN
INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL
STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED
OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET
WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN
INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY
TO ENSURE FULLY FUNCTIONING CONDITION.
17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE
CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND
CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING
OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE
DOWNSTREAM SYSTEM.
18. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL
DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE
SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED
AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING
OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR
SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED
TO THE CITY FOR REVIEW.
19. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION
AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO
SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY
SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS.
ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.
R-420207
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CITY OF GENE COULON MEMORIAL BEACH PARK
RENTON TRESTLE BRIDGE REPLACEMENT
TESC PLAN
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
C-2
SHEET: OF: 45
N
0
0
O
O
i
T
N
a
J
M
m
O
O
O
O
T
O
i
N
0
W
m
U)
ry
U)
Q
U
U)
D
I
O
0
U
DRIPLINE OF
DIA OF BASE
1.25', WHICF
GREATER (SE
TEMP CHI
CONSTRUI
CFF r\inTF 2
DETAIL - INDIVIDUAL TREE PROTECTION
SCALE: NTS
TREE PROTECTION NOTES:
DRIPLINE OF
DIA OF BASE
1.25', WHICF
GREATER (SE
TEMP CHP
CONSTRU(
5v-w MAX PncT CPA
1. TREE PROTECTION SHALL BE INSTALLED PRIOR TO START OF CONSTRUCTION ACTIVITIES AND REMAIN THROUGHOUT THE WORK AS NECESSARY TO PROTECT EXISTING VEGETATION TO REMAIN.
2. PROTECT ALL TREES AND OTHER PLANT MATERIAL SCHEDULED TO REMAIN. DO NOT PARK ANY VEHICLES OR EQUIPMENT, STORE MATERIALS OR STOCKPILED SOIL, DISPOSE OF BUILDING MATERIALS,
CHEMICALS, PETROLEUM PRODUCTS, OR OTHER DETRIMENTAL SUBSTANCES WITHIN LIMITS OF TREE PROTECTION FENCING OF ANY EXISTING TREE TO REMAIN. PROTECT EXISTING TREES FROM FLAME,
SMOKE, AND HEAT. CONSTRUCTION ACCESS TO SITE SHALL NOT OCCUR BENEATH DRIP LINE OF EXISTING TREES UNTIL SPECIAL PROVISIONS HAVE BEEN MET TO PROTECT ALL EXISTING VEGETATION TO
REMAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO EXISTING TREES AND PLANT MATERIAL DURING CONSTRUCTION. ALL CLEARING AND GRUBBING OR EXCAVATION WITHIN
LIMITS OF TREE PROTECTION FENCING SHALL BE DONE BY HAND METHODS.
3. A TEMPORARY CHAIN LINK CONSTRUCTION FENCE SHALL BE INSTALLED AROUND THE GREATER OF THE PROTECTED TREE DRIPLINE OR SURROUNDING A TREE AT A DISTANCE EQUAL TO OR GREATER
THAN 1.25 FEET FOR EACH 1-INCH OF TRUNK WIDTH LOCATED 3-FEET ABOVE THE LOWEST GRADE. TEMPORARY FENCE SHALL BE INSTALLED TO SURROUND TREE(S).
4. TEMPORARY CHAIN LINK FABRIC TO BE MINIMUM 11 GAUGE, GALVANIZED. DO NOT USE RUSTED OR MALFORMED FABIC.
5. POSTS SHALL BE GALVANIZED 2"0 STANDARD PIPE POSTS, OR APPROVED EQUAL. INSTALL POSTS TO AVOIDED DAMAGE TO MAJOR ROOTS, AND WITH SUFFICIENT EMBEDMENT TO SUPPORT FENCE.
CONCRETE FENCE POST FOOTINGS ARE ACCEPTABLE OVER PAVED SURFACES.
6. ROOTS 1-INCH IN DIAMETER AND GREATER EXPOSED DURING CONSTRUCTION SHALL HAVE A CLEAN STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT, AND ALL EXPOSED ROOTS SHALL BE
COVERED WITH TOPSOIL IMMEDIATELY TO PREVENT DRYING.
7. INDIVIDUAL TREES SHALL HAVE TEMPORARY FENCING PLACE ON FOUR SIDES, WITH PLACARDS INSTALLED ON EACH SIDE. PLACARDS SHALL HAVE THE FOLLOWING WORDS, "NO TRESPASSING -
PROTECTED TREES".
8. WHERE EXCAVATING FOR NEW CONSTRUCTION IS REQUIRED WITHIN LIMITS OF TREE PROTECTION FENCING, EXCAVATE BY HAND TO MINIMIZE DAMAGE TO ROOTS AND PERFORM AS FOLLOWS:
A. USE NARROW TINE SPADING FORKS AND COMB SOIL TO EXPOSE ROOTS.
I B. IF MAIN LATERAL ROOTS ARE IMMEDIATELY ADJACENT TO LOCATION OF NEW CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO ANY EXCAVATION.
Q
7 C. DO NOT ALLOW EXPOSED ROOTS TO DRY OUT BEFORE PERMANENT BACKFILL IS PLACED.
co00
CV
o D. PROVIDE TEMPORARY EARTH COVER AND/OR MOIST ORGANIC MULCH, OR PACK WITH PEAT MOSS AND WRAP WITH BURLAP. WATER AND MAINTAIN THE MOIST CONDITION UNTIL COVERED WITH
N BACKFILL.
U
0
0 9. ANY TREE EXCEEDING 12 INCHES IN CALIPER AND LARGER, MEASURED 3 FEET ABOVE THE LOWEST GRADE IMMEDIATELY ADJACENT TO THE TREE IS CONSIDERED A SIGNIFICANT EXISTING TREE. ANY
m DAMAGE TO A SIGNIFICANT EXISTING TREE SHALL IMMEDIATELY BE REPORTED TO THE CITY.
Nt
LO
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
c�
J
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
NO.
REVISION
DETAIL - MULTIPLE TREE PROTECTION
SCALE: NTS
SURVEYED:
DESIGNED:
GDN
DRAWN:
AHK
CHECKED:
CSB
BY DATE AP P R APPROVED:
GDN
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE •
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF
RENTON
R-420209
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
GENE COULON MEMORIAL BEACH PARK
TRESTLE BRIDGE REPLACEMENT
DETAILS - TREE PROTECTION
z
3
Q
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
C-4
9 45
L0
N
LO
O
O
N
U
N
O
O
O
O
T
a
J
C'7
C'7
O
O
O
O
T
O
0
LU
L
0
(2)
ry
Q
U
Q
U)
D
I
O
0
U
— OHP —
P(
wow
PARK TRAIL, TYP
— OHP —
x
— OHP —
----------------------------
20
�9
LEGEND
x
— OHP —
— OHP —
X
n V
— OHP X
a
J❑
EXIST JUNCTION BOX
LO
EXIST LIGHT POLE
O
a
EXIST UTILITY POLE
EXIST TREES
ti
w w —
EXIST WATER LINE
z
0
E
EXIST ELECTRICAL CONDUIT
OHW
ORDINARY HIGH WATER LINE
- OHP—
OVERHEAD POWER LINE
U
r,
EXIST HANDRAIL
EXISTING ASPHALT PAVEMENT DEMOLITION
(ASSUME 3" THICK FOR BASIS OF BID)
N
00
co
N
o
TREE PROTECTION REQUIRED, SEE DRAWING C-4
N
FOR DETAILS
U
0
C
O
O�
LO
LO
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
c`n° LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
c�
J
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
D.NVA
1�r� 1
2
GISTEV'- 0
S�01VAr
x X X X
— OHP —
—
A
PLAN - DEMOLITION TIMBER TRESTLE
SCALE: 8 0 8 16
1"=8'
scale feet
UPDATED PER CIVIL APPLICATION PERMIT
RECORD DRAWING
REVISION
GDN
3/22/22
GDN
SURVEYED:
GDN
10/26/2
GDN
DESIGNED:
GDN
DRAWN:
AHK
CHECKED:
CSB
BY
DATE
AP P R
APPROVED:
GDN
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
�OHP—
2
_X X
— OHP —
— OHP —
23
22
NOTES:
III
— OHP —
23
x
24
WP
NORTHING
EASTING
W P 1
1301827.3032
189361.2657
W P2
1301793.2818
189457.1240
1. SEE DRAWING L-1 FOR THE LIMITS OF CLEARING AND GRUBBING.
2. SEE DRAWING C-4 FOR TREE PROTECTION REQUIREMENTS.
3. INSTALL A TEMPORARY MJ CAP AND RESTRAINT JOINT AND 2" BLOWOFF ON EXISTING
DUCTILE IRON PIPE BY THE CITY OF RENTON FORCES. PRIOR TO INSTALLATION OF
TEMPORARY CAP COORDINATE OUTAGE WITH THE CITY.
4. POT -HOLE EACH WATER PIPE CONNECTION LOCATION TO CONFIRM LOCATION AND
DEPTH OF EXISTING PIPE AT LOWER 22.5 DEG BEND PRIOR TO DEMOLITION.
R-42021 0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CITY OF GENE COULON MEMORIAL BEACH PARK
RENTON TRESTLE BRIDGE REPLACEMENT
PLAN -DEMOLITION EXISTING BRIDGE
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
C-5
SHEET: 10 OF. 45
N
O
O
O
O
T
a
J
C'7
C'7
O
O
O
O
i
T
CV
n
O
0
W
— OHP—
�__------- ----- ---- _--------------=23--- - _-
\-- --- 1r — --- -------
-I - -� -----------22-----------------23--
�___ -20
_ --- — 20- —--------------- ------ �\
- - - - - - --_ _ — _ — -20
m
�
Q \ // \ I EXIST LIGHT POLE /// I I
\ / / I
c------- 19--- lg OHM� / -- TO REMAIN, TYP // I
-20 (L ABUTMENT 2 (L ABUTMENT 1
- 21- - _ -21�-'
z MATCH EXIST GRADE o-'22------ ��� -21 - _---
\ --- _ —OHP—
\---------- _—_— _ _ ---- `YS
_ -23-
Q - 22- ---
- - 21 -
EXIST ACP TRA
LO
LO
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
c�
J
a-W.W099dall
HMA PAVEMENT, TYP
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
D. N�
waskl'►'GJ'O
GISTV, 0
S�ONAL� pG�
NO.
22- - _ _ _ _ MATCH EXIST GRADE
— RAILING, TYP - A APPROX EL 23.5
Qa
---------------------------------------------------- _ _ _::=
- - - - - - - - - - - - - - - - d /
GRATED DECKING -
OVERLOOK / 2 TAPER __---_ _--
,9�
-2
PLAN - TRAIL GRADING & PAVING
SCALE:
8 0 8 16
1"=8'
scale feet
L, \ 1 .., 1 I V I L %:.-, 1 ,-%,-" \J 1 L I 1 V V L
ELEVATION - TRAIL GRADING
SCALE:
8 0 8 16
1" = 8' scale feet
REVISION
SURVEYED:
DESIGNED:
GDN
DRAWN:
AHK
CHECKED:
JJV
BY DATE AP P R APPROVED:
GDN
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
rI 1A 7
-17\--7--
ST ACP TRAIL
LO
Lid
�
Q
T
N
U
�
Oi
i
i
i
T l
v
0
rTl
W
EXIST ACP PARK TRAIL, TYP
N
R-420212
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CITY OF GENE COULON MEMORIAL BEACH PARK
RENTON TRESTLE BRIDGE REPLACEMENT
PLAN &ELEVATION -TRAIL GRADING
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
C-11
SHEET. OF.
16 45
H
H
T
N
a
J
co
O
O
O
T
N
n
� �OHW_
N �
--__2LLJ0___w \ --
0 _------- \�19 eEiCITEf;FOIV END CONCRETE PANEL, TYP
------ RAVLSi�9U�D€� --- �\ EMBANKMENT BOULDERS AT
G7
EDGE OF GRAVEL SHOULDER TYP
� L-7
SS HANDRAIL 1 TYP T-5 3i�
L \ END POST L-4 SPACING, TYP
go
� oa
CONCRETE BRIDGE a a
Q APPROACH a a
4
6 aI
< HMA APPROACH a
a al a a
cn � a as
O GRAVEL SHOULDER a
a
08It
) /
-----22------21--
41-1 1/4", TYP
pw
/MHO517
z
CONC APPROACH SLAB
HMA APPROACH --\
Cl)
I`
LO
Lf )
CID
o RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
c`n° LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
in
c�
J
BRIDGE CENTERLINE
7'-8 211 4'-112" T-3 16" 4'-112"
L FRP LUMBER 2
HANDRAIL TYP
NOTES: L-4
1. TYPICAL POST SPACING FOR HANDRAIL IS APPROXIMATELY
T-5 3/4" O.C. EXCEPT WHERE SHOWN DIFFERENTLY.
2. SPACING OF HANDRAIL IS TO BE PERPENDICULAR AND
PARALLEL AND MATCH ON BOTH SIDES OF THE BRIDGE.
3. PLACE CONTROL JOINTS AND EXPANSION JOINTS IN
CONCRETE PERIMETER BAND CENTERED BETWEEN POSTS AS
SHOWN ON THE PLAN.
4. SEE DRAWING L-3 FOR MODIFIED SPACING AT OVERLOOK.
5. RELOCATED BOULDERS ARE SHOWN FOR DESIGN INTENT
ONLY. CONTRACTOR SHALL VISIT PROJECT SITE AND BE
FAMILIAR WITH BOULDER TYPE/SIZES TO BE RELOCATED
PRIOR TO PROJECT BID.
SS HANDRAIL 1 TYP
END POST L-4
SS END POST RAIL SUPPORT -
SEE STRUCTURAL
EL 24.3'
5 FRP LUMBER
L-4 CLADDING LAYOUT
REPLACE EXIST RIP -RAP � "
WITHIN PREVIOUS FOOTPRINT,
GRATING
BRIDGE PLAN
7'-8 1"T-5 3'� 1„
SPACING, TYP
SCALE:
5 0 5 10
1"=5'
scale feet
CONCRETE BRIDGE TYP
APPROACH ENLARGEMENT
f 1-21------- LO
L 2 F, / � ------ �- 9 C:)
EXPANSION — — — — . --
N
JOINTS, TYP /
RAVEL SHOULDER O
a 4a a vv
a a
° M
a \
M SAW-CUHMA APPROACH
� a I
JOINTS, TYP I�
41
GRAVEL SH LDER N
a I O
O
O
O
\ N
CONTROL — Q
1 JOINTS, TYP \------------�\
L-2 L
TYP. �J 20 SS HANDRAIL
END POST
LEGEND
ORDINARY HIGH WATER MARK ". PROPOSED CONCRETE
-20- - ------
_ — — _1 g — EXISTING CONTOURS EXPANSION JOINTS
EXISTING LIGHT POLE ----------- CONTROL JOINTS -
EXISTING JUNCTION BOX PROPOSED GRAVEL
EXISTING CONIFER TREE RELOCATED BOULDERS
EXISTING DECIDUOUS TREE
FRP LUMBER 2 TYP PRE FAB SS 3 TYP
HANDRAIL L-4 WEBNET PANNELS L-4
SS TWO POST RAIL BASE PL - SS MID POST RAIL 4 TYP
SEE 2 SUPPORT (TOP) L-4
S-12 INTERPRETIVE SIGN LOCATION - CONCRETE TOPPING OVER
SEE OVERLOOK FOR DETAILS EXTERIOR GIRDERS
I
BRIDGE & HANDRAIL L 2 BOTTOM OF BRIDGE
3 \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \
OVERLOOK
EXISTING LAKE BOTTOM SURFACE
2 BRIDGE ELEVATION
- SCALE:
5 0 5
10
1" = 5'
scale
feet
,3F WASH
P �\� E wo" 0 1 RECORD DRAWING
DEW
0/26/2 GDN SURVEYED: SCALE:
OPy 9 2
1 =20
WSP USA Inc.
33301 9th Avenue South
co
DESIGNED:
DEW +
Suite 300
Federal Way, WA 98003-2600
o N
n�
DRAWN:
Si ONE INCH
TEL: (206) 431-2300
FAX: (206) 431-2250
ss �o \
7
� F fig\ C,'r `1�
s�`O 0 1
CHECKED: AT FULL SCALE
DEW IF NOT ONE INCH
o G�
P6o
SCALE ACCORDINGLY
�gNDSCAPE NO.
REVISION BY
DATE APPR APPROVED:
n,
GDN
12MM SS STRUT WELDED TO
MID POST RAIL SUPPORTS
EL 24.3'
CONC APPROACH SLAB
/-- HMA APPROACH
CONC ABUTMENT, TYP
- STEEL PILE, TYP
R-420214
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CITY OF GENE COULON MEMORIAL BEACH PARK
RENTON TRESTLE BRIDGE REPLACEMENT
BRIDGE PLAN &ELEVATION
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
L-1
SHEET: OF:
18
45
C'7
O
O
O
T
C
O
I
0
W
m
0
(2)
ry
U)
Q
U
U)
D
IZ
O
0
U
ON
CL CFF nRA\A/IIV(-1 -1 G(1R KAOMI lPn cDArIN(, ANIn I OrATIONI CFF nRA\A/In1(, 1 -1 G(1R cTOnInARn RAII cDArinl(,
SS REINFORCING PLATE
(SEE STRUCTURAL)
SS TWO POST RAIL SUPPORT —
SEE STRUCTURAL 4
L-4
SS MID POST RAIL SUPPORT
;BOTTOM) — SEE STRUCTURAL
CONCRETE CAP
CLADDING FASTENERS —
SEE 3
S-11
U %-LMVVIIVIJ UVI I%JIVI %JIF UUNIVl7L VIIlVLUN
co
Lf )
Lfl
o RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
-0 CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
c`n° LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
cU
J
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
BRIDGE &HANDRAIL OUTSIDE ELEVATION
SCALE: 1"=1'-0"
BRIDGE & HANDRAIL SECTION
SCALE: 1"=1'-0"
� Ennnn
wO T ��
�d1111��9� 2
NO.
RECORD DRAWING
REVISION
SS REINFORCING PLATE
(SEE STRUCTURAL)
PRE FAB SS 3
WEBNET PANELS L-4
SS TWO POST
RAIL SUPPORT
CONCRETE CAP
3/4" CHAMFER, TYP
OVERHANG
12" X 716 FRP
LUMBER CLADDING
LUMBER CLADDING TO BE FLUSH
WITH BOTTOM OF GIRDER
DEW 10/26/21 GDN SURVEYED:
DESIGNED:
DEW
DRAWN:
SJ
CHECKED:
DEW
BY DATE AP P R APPROVED:
GDN
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
WOOD GRAIN FINISH
ON ALL SIDES
12MM SS STRUT WELDED TO
MID POST RAIL SUPPORTS —
SS WEBNET
2" SS ROUND POSTS AND
WEBNET FRAME (BEYOND)
BRIDGE SIDE
FRP LUMBER 2
HANDRAIL L-4
SS M I D POST RAIL 4 ~
SUPPORT (TOP) L-4
LO
N
PRE FAB SS 3 p
WEBNET PANELS L-4 F� O
T
N
Q U
SS MID POST RAIL SUPPORT
(BOTTOM) — SEE STRUCTURAL O
CONCRETE TOPPING
3/4" CHAMFER, TYP
N
WATER SIDE O
O
O
FRP LUMBER 2 O
T
CLADDING TYP. L-2 CAI
a
J
INTERMEDIATE HANDRAIL SECTION
SCALE: 1"=1'-0"
9'-911
BRIDGE ABUTMENT
EXPANSION JOINTS — SEE STRUCTURAL
Qa
a'
1'-11 3/8"
m
00
m a
CONCRETE
EDGECAP
1'-10 3/4"
3/4" L1--10 3/4"
LEGEND
ECOLORED COLORED CONCRETE
CONCRETE ° WITH SPARKLE GRAIN
1'-11 3/8"
CONCRETE BRIDGE PATTERN
SCALE: 1"=1'-0"
R-420215
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CITY OF GENE COULON MEMORIAL BEACH PARK
RENTON TRESTLE BRIDGE REPLACEMENT
BRIDGE &HANDRAIL ELEVATION AND SECTIONS
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
L-2
SHEET: OF:
1 45
M
O
O
O
O
T
N
0-
3/4"
O
N
0
W
L
a�
ry
U)
0)
Fy
Q
U
C
Q
U)
I
O
m
0
U
N
0
co
N
CD
N
N
U
0
OVERLOOK PLAN
SCALE: NTS
1 •
FA 0
•••••••o I 1'�•••�••�11 •••�•••�
�•••••••••••••�a ►�i����i�i�ii���i�i�i�i� ��i�i�i� ��i�l�
► •. ��►��i�i�i�i�i� ►�•iiii.! ii���i�i�i�i •••••••••••••�
........ ...... ,.e.... .....NR, 401 ..... ......,. ,.e.... . � .ti �.. .
��•�•�•�•�•�•�•� �iii••ii'�'01 1'•iiii�i �iiii �iii.�l:�•iii�iiii ►•iiiiir'�'�••iiii� ►•�•�•�•�•�•�•�-
EXISTING LAKE BOTTOM SURFACE
3 OVERLOOK ELEVATION
- SCALE: NTS
Ln
0 RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
cco LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
U)
CU
J
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
o�� E.
w0 1 1 RECORD DRAWING
adll�Ib�9�
Oh ~
s o �
SF�� FkP. 10I0�1�G�G�`1'S
\gNncraPE P�_� N0.
HANDRAIL
CONCRETE TOPE
1 1/2" X 7 7/16
LUMBER CLAD[
OVERLOOK BRIDGE
OVERLOOK CROSS SECTION
SCALE: NTS
SS TWO POST 6
RAIL SUPPORT L-05
FRP LUMBER 2
HANDRAIL L-05
SS REINFORCING PLATE
(SEE STRUCTURAL
TYP
CONCRETE TOPPING
1 1/4"0 STD SS PIPE WELDED TO FRS
HANDRAIL SUPPORT PLATE
FRP HANDRAIL SUPPORT
ATTACHED TO PANEL, BEYOND
WEBNET FRAME
2X3 FRP LUMBER ROUNDED SIGN
FRAME WITH TAMPER PROOF
STAINLESS STEEL WOOD SCREWS
CLADDING FASTENERS
(SEE STRUCTURAL)
I
— FRP LUMBER TYP. 1-2 J
CLADDING L-02 C
REVISION
1/8" SS SIGN FRAME
3/16" SS SUPPORT PLATE
120°
SS FOUR POST RAIL
SUPPORT, TYP
1"0 STD SS PIPE, MATCHING
ANGLE OF FRP HANDRAIL
SUPPORT PIPE
154.9° F=
DUAL POSTS BEYOND
WEB NET 00
N
"A" CROSS SECTION
L
3/16 3/16
00
M
O
N
1/8" SS FRAME
3/4", TYP
SIGN FRAME SECTION
3'-0 3/8" O.C.
4", TYP
2X3 FRP LUMBER SIGN FRAME
WITH TAMPER PROOF
STAINLESS STEEL SCREWS
L
SS FOUR POST RAIL
SUPPORT, TYP
V-4 1 /2"
TYP
1�d1�:�►1�1
INTERPRETIVE SIGN FRAME MOUNTING D
SCALE: NTS
DEW 10/26/2 GDN SURVEYED:
DESIGNED:
DEW
DRAWN:
SJ
CHECKED:
DEW
BY DATE AP P R APPROVED:
GDN
SCALE:
1 "=20'
+
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
SIGN FRAME PLAN
1/8" SS FRAME
1/8" x 1 1/2" x 1 1/2" SS ANGLE
WELDED TO SS FRAME - SECURE
FRP WITH VANDAL RESISTANT
SCREWS
3/16" SS SUPPORT PLATE
WELDED TO SS FRAME
24" x 36" INTERPRETIVE
SIGN (BY OTHERS)
1---- 3/16" SS SUPPORT PLATE
—INTERIOR FRAME EDGE
1/8" x 1 1/2" x 1 1/2" SS ANGLE
REMOVABLE BOTTOM PANEL W/
VANDAL RESISTANT SCREWS
MID POST RAIL SUPPORT
�1 1/4"0 SS PIPE
RAIL PLAN TOP VIEW
5'-11 3/4" O.C.
1'-10 3/4"
SIGN 6NI
(IN'
ETAI LS
PLATE SUPPORT
SIGN FRAME, FRP CLADDING NOT SHOWN
V-4 1 /2"
1"0 SS PIPE, TYP 4
1 1/4"0 SS PIPE
1/16" SS END CAP
SEAL WELD, TYP
WEBNET FRAME
- 0216
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CITY OF GENE COULON MEMORIAL BEACH PARK
RENTON TRESTLE BRIDGE REPLACEMENT
OVERLOOK PLAN ELEVATION &SECTIONS
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
L-3
SHEET: OF:
20 45
Ln
N
Ln
O
O
T
U
N
O
O
0
T
N
a
J
C'7
C'7
O
O
O
i
T
N
O
N
0
W
L
m
0
(2)
ry
Q
U
Q
U)
D
I
O
0
U
3x10 FRP LUMBER HANDRAIL
2 650 CONNECTION
_ TO REINFORCING
PLATE SS REINFORCING PLATE -
SEE STRUCTURAL
3(4) 2" SS ROUND POSTS
611
a
SS WEBNET FRAME HOLDER PRE FAB SS 3
WITH VANDAL RESISTANT CAP WEBNET PANEL -
SS WEBNET
'i C>1
SS HANDRAIL END POST (BACKSIDE)
L-3
SCALE: 2"=1'-0"
1r=1=WmQ WA ml ml1\rW7 r-ei r,&'.7n
FRP LUMBER TYP, CLADDING LAYOUT
SCALE: 1/2"=1'-0"
O
BOLT PATTERN
AT JOINT
1" GAP AT JOINT
(NOT SHOWN)
Q
SEE STRUCTURAL
o FOR BOLT FASTENERS
co
N
CD
N
O
C)
O
6 BOLT PATTERN ENLARGEMENT
M - SCALE: 11/2"=1'-0"
Ln
0 RECORD DRAWING
co
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
c`n° LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
c�
J
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
1
3x10 FRP LUMBER HANDRAIL WITH
1/2"R EDGES, WOOD GRAIN ALL SIDES
SS REINFORCING PLATE - SEE STRUCTURAL
SS VANDAL RESISTANT
FASTENERS
MID POST RAIL 4
SUPPORT (BEYOND) -
PRE FAB SS WEBNET PANEL 3
2" SS ROUND POSTS
SS WEBNET FRAME CLAMP
WATER SIDE
NOTE: REFER TO SPECIFICATIONS FOR
INSTALLATION AND MATERIAL INFORMATION.
SS CLASPS
ANCHORING SLOT
FOR CABLE MESH
2 FRP LUMBER HANDRAIL SECTION 3
L-1 SCALE:2"=1'-0" L-1
L-2 L-2
L-3
L7rrwill iOG&'=NJS-=0�l Wi&VLl r"7AMIM[ftiEMU M IIIIIIIIX Ir\ YOMEl rr.7AM, 1 r■ r�l M mlr =1
r
O IV
s o
SF� FkP. 10
\,4Nnczrl, P_� rN
RECORD DRAWING
REVISION
1 1/4" SS RAIL
SUPPORT/WEBNET FRAME
1.5MM SS CABLE
2 " WOVEN WIRE
MESH
PRE FAB SS WEBNET PANELS
SCALE: 2"=V-0"
DEW 10/26/2 GDN I SURVEYED:
DESIGNED:
DEW
DRAWN:
SJ
CHECKED:
DEW
BY DATE AP P R APPROVED:
GDN
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE •
IF NOT ONE INCH
SCALE ACCORDINGLY
2 650 CC
TO REI
PLATE
L-2
CL
FRP LUMBER 2
HANDRAIL
SS REINFORCING PLATE -
SEE STRUCTURAL
1 1/4" SS TOP
SUPPORT POST
PRE FAB SS 3
WEBNET PANEL -
EBNET
TOP SUPPORT ELEVATION
SS MID POST RAIL SUPPORT
SCALE: 2"=1'-0"
4 RQInrF
R-420217
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CITY OF GENE COULON MEMORIAL BEACH PARK
RENTON TRESTLE BRIDGE REPLACEMENT
RAILING DETAILS
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
L- 4
SHEET: 21 OF: 45
N
O
O
O
O
T
a
J
m
C'7
O
O
O
O
T
n
LEGEND
� j9 \
-20- \\ \
' 1
I Oj
93 ; i '
� 1
I
.
— a a
GRAVEL SHOULDER
Q
U) ASPHALT APPROACH
a
C/) °
a
a
a
It0
O
-_ 23-------- -2 --
- J /
-----22------- --- 2 _
- -21- - -
---21------- - -20-
20-
MHO-'
7-
LO
M
LO
Lf )
Lfl
o RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
in
c�
J
EMBANKMENT BOULDERS TYP
AT EDGE OF GRAVEL Q17
SHOULDER (TYP)
CONCRETE BRIDGE
APPROACH
GRATING
'V
E �w%0'/ c� 1 RECORD DRAWING
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600 o N
TEL: (206) 431-2300 ��� ss7
FAX: (206) 431-2250 `S`�O FkP, 10��
�,4NT771,
ORDINARY HIGH WATER MARK
_ 20 _1 g — EXISTING CONTOURS
EXISTING LIGHT POLE
EXISTING JUNCTION BOX
\ EXISTING DECIDUOUS TREE
BRIDGE PLAN
-- j SCALE:
5 0 5 10
1"=5'
scale feet
REVISION
OVERLOOK
1
PROPOSED CONCRETE
PROPOSED GRAVEL
RELOCATED BOULDERS
DEW 10/26/2 GDN I SURVEYED:
DESIGNED:
DEW
DRAWN:
Si
CHECKED:
DEW
BY DATE AP P R APPROVED:
GDN
BRIDGE CENTERLINE
HANDRAILING, TYP
SCALE:
1 "=20' CITY OF
+ RENTON
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
/ 1
CONCRETE BRIDGE
APPROACH /
,----------21------ N
LO
22.__- ----- O
N
CU
S
O
r 1
EXISTING TRAIL v
a
a a
a
a a a
ASPHALT APPROACH41
GRAVEL SHOULDER
N
O
$ O
C:)
i
\ 2 ----
\ 20��
R-420218
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
GENE COULON MEMORIAL BEACH PARK
TRESTLE BRIDGE REPLACEMENT
PLANTING PLAN AT BRIDGE
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
L-5
SHEET: OF:
22 45
cM
O
O
O
O
T
n
O
0
W
LAKE WASHINGTON
EXIST. BEACH ACCESS
NORTH PLANTING PLAN
20 0 20 40
scale feet
PLANT SCHEDULE LEGEND NORTH PLANTING NOTES:
TREES
CODE QTY BOTANICAL NAME COMMON NAME SIZE REMARKS
9-i
SL
SHRUBS CODE
0 AC
0 FP
MP
5
PICEA SITCHENSIS
SITKA SPRUCE
5 GAL.
2
SALIX LUCIDA
PACIFIC WILLOW
5 GAL.
STRAIGHT SINGLE
STEM
QTY
BOTANICAL NAME
COMMON NAME
SIZE
REMARKS
9
ACER CIRCINATUM
VINE MAPLE
5 GAL.
3 CANES (MIN.)
5
FRANGULA PURSHIANA
CASCARA BUCKTHORN
5 GAL.
2
MALUS FUSCA
WESTERN CRAB APPLE
5 GAL.
100
*GAULTHERIA SHALLON
SALAL
1 GAL
24" O.C.
19
*ROSA PISOCARPA
CLUSTERED WILD ROSE
1 GAL
48" O.C.
* THE LAST TWO SHRUBS ARE TO BE DISTRIBUTED EVENLY WITHIN THE ENTIRE PLANTING ZONE.
M
LO
Lf )
CID
0 RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
c`n° LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
in
c�
J
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
1 1 RECORD DRAWING
NO.
o EXIST JUNCTION BOX
3-o EXIST LIGHT POLE
o EXIST TREES
— WETLAND BUFFER
APPROXIMATE ORDINARY
HIGH WATER MARK
- OHP- EXIST OVERHEAD POWER LINE
EXIST CHAIN LINK FENCE
DEW 0/26/2 GDN SURVEYED:
DESIGNED:
DEW
DRAWN:
Si
CHECKED:
DEW
REVISION BY DATE APPR APPROVED:
GDN
1. PLANTING AND MAINTENANCE SHALL CONFORM TO THE IMPLEMENTATION GUIDE FOR
RESTORATION AND PERMITTING FOR LAKE WASHINGTON AND LAKE SAMMAMISH, JULY 25, 2019.
2. COORDINATE PLANTING LOCATIONS AND INSTALLATION WITH THE CITY OF RENTON CAPITAL
PROJECTS MANAGER WITH PARKS PLANNING & NATURAL RESOURCES AND THE CITY URBAN
FORESTER.
3. CALL 811 UTILITY LOCATE SERVICE 72 HOURS PRIOR TO IRRIGATION/PLANTING INSTALLATION.
EXERCISE CARE TO PROTECT UNDERGROUND UTILITIES AND AVOID DISTURBING OR DAMAGING
THEM IF PRESENT.
4. EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH AND NOTIFY THE CITY OF
RENTON REPRESENTATIVE OF ANY CONDITIONS WHICH MAY BE HARMFUL TO PLANT GROWTH.
5. THE EXISTING LAWN IN THE PROPOSED PLANTING AREA SHALL BE STRIPPED AND ROTOTILLED
PRIOR TO IRRIGATION, PLANTING, AND MULCHING OPERATIONS.
6. SEE DRAWING L-7 FOR PLANTING AND TOPSOIL DETAILS 3-6.
7. TOP DRESS ENTIRE PLANTING BED AREA WITH 3-INCH LAYER OF BARK MULCH. KEEP MULCH 2-3
INCHES FROM STEMS OR TRUNKS.
8. BEAVER DETERRENT IS TO BE PROVIDED AROUND THE ENTIRE PERIMETER OF THE PLANTED AREJ
9. SEE DRAWING IR-2 FOR IRRIGATION PLAN AND MODIFICATION OF EXISTING IRRIGATION ZONES.
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE •
IF NOT ONE INCH
SCALE ACCORDINGLY
_23- -
R-420219
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CITY OF GENE COULON MEMORIAL BEACH PARK
RENTON TRESTLE BRIDGE REPLACEMENT
PLANTING PLAN NORTH AREA
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
L-6
SHEET: OF:
23 45
N
O
O
O
O
T
a
J
C'7
C'7
O
O
O
O
T
I=
n
O
0
W
SCARIFY SIDES
AND BOTTOM
BOTTOM OF R00-
RESTS ON EXISTIN
RECOMPACTED SC
Vr RVV I DMLL
SHRUB PLANTING
SCALE: NTS
NOTE:
1. SCARIFY BOTTOM AND SIDES
tti
OF HOLE PRIOR TO PLANTING.
-•-`, r
F
-
2. TREE SHALL BE PLANTED SUCH'
THAT THE TRUNK FLARE IS
VISIBLE AT THE TOP OF THE
""` _
ROOT BALL. NO MULCH SHALL
.. ,
COME IN CONTACT WITH THE
,F
TREE TRUNK.
MATCH TOP OF ROOT FLARE
TO EXISTING GRADE
SCARIFY SIDES OF I
III=III
PLANTING PIT
PLACE ROOT BALL ON —I I, EST DIMENSIOIakI
UNEXCAVATED OR —
TAMPED SOIL OF ROOT BALL
SET CROWN OF ROOTBALL
1" ABOVE FINISH GRADE
PREPARED TOPSOIL A
MULCH DEPTH AS
SPECIFIED
FERTILIZER TABLETS
EXISTING SOIL
ROOT BALL -
ROUGHEN ROOTS
PRIOR TO PLANTING
MULCH DEPTH AS SPECIFIED
ORIGINAL SLOPE SHOULD PASS
THROUGH THE POINT WHERE THE
TRUNK MEETS SUBSTRATE/SOIL —
SLOPE SIDES OF LOOSENED SOIL
TOPSOIL - DIG AND TURN THE SOIL TO
REDUCE THE COMPACTION TO THE
AREA AND DEPTH SHOWN
BOTTOM OF ROOT BALL RESTS ON
EXISTING OR RECOMPACTED SOIL
DO NOT CUT LEADER, PRUNE
DAMAGED WOOD PRIOR TO
PLANTING
CROWN 1" ABOVE GRADE
3 INCHES WOOD CHIP MULCH
FERTILIZER TABLETS
FINISHED GRADE
PREPARED OR NATIVE TOPSOIL
FIRMLY TAMP SOIL AROUND
ROOT BALL SO ROOT BALL
DOES NOT SHIFT
NATIVE EVERGREEN TREE PLANTING
SCALE: NTS
APPLY SOIL AMENDMENTS AS
RECOMMENDED BY THE SOIL ANALYSIS
TILLER
Ur- RVV I DMLL
SECTION VIEW
SHRUB PLANTING ON SLOPE
SCALE: NTS
NOTE:
1. SCARIFY BOTTOM AND SIDES OF
HOLE PRIOR TO PLANTING.
2. EACH TREE SHALL BE PLANTED
SUCH THAT THE TRUNK FLARE IS
VISIBLE AT THE TOP OF THE ROOT
BALL. NO MULCH SHALL COME IN
CONTACT WITH THE TREE TRUNK.
TOP OF ROOTBALL SHALL BE 1"
ABOVE SURROUNDING GRADE
SHRUB
ROOT BALL - ROUGHEN ROOTS MASS
PRIOR TO PLANTING
CONSTRUCT ROUND TOPSOIL BERM AT
ROOT BALL PERIPHERY - BERM SHALL BE 4"
ABOVE ROOTBALL SURFACE AND 8" WIDE
FERTILIZER TABLETS
PRIOR TO MULCHING, LIGHTLY
TAMP SOIL AROUND THE ROOT BALL
IN 6" LIFTS TO BRACE SHRUB - DO
NOT OVER COMPACT. WHEN THE
PLANTING HOLE HAS BEEN
BACKFILLED, POUR WATER AROUND
THE ROOT BALL TO SETTLE THE SOIL.
*31�11►1EMT@]11
BEAVER DETERRENT - LOOSELY
WRAP WITH 3 FOOT HIGH,
GREEN PVC COATED WELDED
WIRE MESH (1"x3" OPENING)
AND MAINTAIN 6" CLEARANCE
ON ALL SIDES OF PLANT
MIULCH S WOOD CHIP
FINISHED GRADE
__ _ SCARIFY SIDES OF
PREPARED OR �� —III PLANTING PIT
NATIVE TOPSOIL FERTILIZER TABLETS
PLACE ROOT BALL ON — — I I = _ _ _ -I I III— I FIRMLY TAMP SOIL
UNEXCAVATED OR I I,,,I II; III —I I I=1I I —I I I—III=III—III—III= AROUND ROOT BALL
TAMPED SOIL I I I III I �I I II �� SO ROOT BALL DOES
VRdff IWELNOT SHIFT
4 NATIVE DECIDUOUS TREE PLANTING
SCALE: NTS
PROVIDE POSITIVE
DRAINAGE
s EVENLY SPREAD IMPORTED
TOPSOIL 6" DEEP MIN.
LO
I I NATIVE SOIL AFTER III —III —III —III —I I —I I—1 I 1—I
SOD REMOVAL IMIMIMIMIMIIEEIdI I1=�
L —111—I I M 11-111-111-111—I I I —I I=
U) I 1=1 FF;;;l1-111=1 I 1-1I1, ; ,1I1-1 I 1-1II-11 I-1II—I I _ —
NOTES: —III- '11=III -III-1�11�11I11�11I1,�11I11111II1E��11---=���=��1=1I1 �111111;,111-111=1111-111111111I1 1I
LL 1. IMPORT TOPSOIL TO BE SANDY LOAM SOIL FREE OF ROCKS, ROOTS, AND FOREIGN MATERIALS.
CD 2. FERTILIZER APPLICATION SHOULD BE DELAYED IF PLANTING DOES NOT OCCUR WITHIN 2-3 DAYS OF FERTILIZING.
O
co I 3. FROZEN MATERIALS OR MATERIALS GREATER THAN 1" DIA. SHOULD BE REMOVED.
N
O
N
N 4. FINISH GRADE FOR ALL PLANTING BEDS ALONG WALKS OR CURBS SHOULD BE 3" LOWER THAN THE SURFACE.
U
O
0 K�
6 SOIL PREPARATION - PLANTING BED
co
- SCALE: NTS
LO
Ln
o RECORD DRAWING
co
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
c`n° LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
cU
J
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
�� E . W0
1 1 RECORD DRAWING
NO.
PLACE B,
CLUSTEF
BARK
MULCH
REVISION
EMBANKMENT BOULDERS
SCALE: NTS
DEW 10/26/2 GDN SURVEYED:
DESIGNED:
DEW
DRAWN:
SJ
CHECKED:
DEW
BY DATE AP P R APPROVED:
GDN
SCALE:
1 "=20'
+
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NOTE:
1. SCARIFY BOTTOM AND SIDES
OF HOLE PRIOR TO PLANTING
it=Till � II I I-111. � 11'I'�
I I -III -I I I-
2X'S WIDEST DIM.
OF ROOT BALL
BEAVER DETERRENT - LOOSELY
WRAP WITH 3 FOOT HIGH,
GREEN PVC COATED WELDED
WIRE MESH (1"x3" OPENING)
AND MAINTAIN 6" CLEARANCE
ON ALL SIDES OF PLANT
SET TOP OF POTTING SOIL 1"
ABOVE FINISHED GRADE
REMOVE CONTAINER FROM
ROOT BALL, ROUGHEN
ROOTBALL TO LOOSEN ROOTS
3" BARK MULCH DEPTH
FINISHED GRADE
FERTILIZER TABLETS
PREPARED OR NATIVE
TOPSOIL
NATIVE OR
COMPACTED SOIL
NATIVE SHRUB PLANTING
SCALE: NTS
NOTES:
1. UTILIZE EXISTING ONSITE BOULDER AND
> SITTING
SUPPLEMENT AS REQUIRED MATCHING TYPE
EL EDGE
AND SIZE.
- SHOULDER
2. SUPPLEMENTAL BOULDERS SHALL BE
H PER CIVIL
ACCEPTED BY THE LANDSCAPE ARCHITECT
PRIOR TO INSTALLATION.
3. PLACEMENT HEIGHT OF BOULDERS VARY -
BOULDERS SHALL BE PLACED IN GROUND 1/3
to 1/2 OF THEIR TOTAL HEIGHT FOR SIZES
ABOVE 30-42" TALL AND 1/4 HEIGHT FOR
BOULDERS THAT ARE LESS THAN 24" TALL.
R-420220
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TH
CITY OF GENE COULON MEMORIAL BEACH PARK
RENTON TRESTLE BRIDGE REPLACEMENT
PLANTING AND LANDSCAPE DETAILS
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
L-7
SHEET: OF:
24 45
N
O
O
0
T
N
a
J
M
O
O
O
T
O
N
—OHW \
19 \
—20_ _ \
0
_----_--_—_ 2 _ �'�9 �.�__---
EMBANKEMENT
BOULDERS, TYP
'j
� a a
O GRAVEL SHOULDER a
0)
ASPHALT APPRAOCH
0
a
EXISTING IRRIGATION
m .fig HEADS, TYP
q � —
EXISTING PVC
LATERAL LINE, TYP
M
rl-
LO
Ln
CID
0 RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
c`n° LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
c�
J
RELOCATD EXISTING IRRIGATION
ELECTRICAL WIRE IN 2" CONDUIT
IRRIGATION NOTES:
PEDESTRIAN BRIDGE
IRRIGATION PLAN
IR-1 SCALE:
5 0 5 10
1" = 5'
scale feet
LEGEND
1. CONTRACTOR SHALL REVIEW AS -BUILT DRAWINGS RELATIVE TO THE EXISTING UNDERGROUND UTILITIES AND EXISTING IRRIGATION
SYSTEM. CONTRACTOR SHALL LOCATE HEADS, LATERALS AND IRRIGATION ELECTRICAL LINES PRIOR TO EXCAVATION OF AREAS.
CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF UTILITIES NOT SHOWN ON THE AS -BUILT DOCUMENTS ARE ENCOUNTERED.
2. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR TEMPORARILY RELOCATING THE ELECTRICAL LINE (LOCATED IN A 2" CONDUIT THAT
CROSSES THE EXISTING BRIDGE) TO MAINTAIN IRRIGATION SYSTEM OPERATION FROM THE EXISTING CONTROLLER. CONTRACTOR
SHALL COORDINATE INTERRUPTION OF ELECTRICAL SERVICE WITH THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING
MATERIALS AND LABOR TO PROVIDE TEMPORARY AND NEW ELECTRICAL SERVICE. ALL ELECTRICAL WORK SHALL BE PER LOCAL CODE.
NEW CONNECTIONS SHALL BE MADE IN ELECTRICAL SPLICE BOXES. NEW ELECTRICAL SERVICE LINE LOCATION SHALL BE COORDINATED
WITH THE BRIDGE CONTRACTOR.
3. COORDINATE WORK WITH ALL TRADES TO AVOID CONFLICTS WITH OTHER SITE IMPROVEMENTS.
4. PRESERVE AND PROTECT EXISTING TREES TO REMAIN.
5. IRRIGATION LINES IMPACTED DURING CONSTRUCTION SHALL BE FLUSHED AND CAPPED SO THAT THE SYSTEM CAN REMAIN IN
OPERATION DURING CONSTRUCTION.
6. CONTRACTOR IS RESPONSIBLE FOR REPLACING EXISTING RAINBIRD IRRIGATION HEADS AND PVC LATERAL LINES WITH NEW TO MATCH
EXISTING THAT ARE DISTURBED DURING CONSTRUCTION. CONTRACTOR SHALL ENSURE ADEQUATE WATER DISTRIBUTION TO NEW
PLANTINGS. SEE DETAILS THIS SHEET FOR
7. AFTER REPAIRS ARE MADE, THE EXISTING IRRIGATION LINES HALL BE FLUSHED TO REMOVE ANY DEBRIS AND TO ENSURE THAT HEADS
ARE OPERATING PROPERLY.
8. IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED THAT MAY BE PRESENT, SHALL BE INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS AND SPECIFICATIONS.
9. IRRIGATION AND ELECTRICAL SLEEVES WHERE PRESENT SHALL MATCH EXISTING. ALL SLEEVES SHALL EXTEND AT LEAST 12" BEYOND
CONCRETE STRUCTURES. ALLOW AT LEAST 4" - 6" FROM END OF SLEEVES TO FIRST FITTING ON IRRIGATION LINE. ALL SLEEVES SHALL
BE 24" BELOW AND BE INSTALLED PRIOR TO CONCRETE OR PAVING WORK IF REQUIRED.
10. ALL PIPES SHALL BE TRENCHED AND BEDDED ON ALL SIDES WITH ROCK FREE (3/8" MINUS) MATERIAL. IMPORT SAND IF NECESSARY.
BACKFILL IN TWO OR MORE COMPACTED LIFTS. SETTLING OF TRENCHES SHALL BE BROUGHT TO FINISH GRADE.
11. SEE DRAWING IR-3 FOR IRRIGATION DETAILS.
�F WASiyi
E . w L
EXISTING PVC
LATERAL LINE, TYP —
EXISTING IRRIGATION
HEADS, TYP
CONCRETE
RELOCATED BOULDERS
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
Q"����✓T9 CJ,
coOP �y 9 2
_ o N
� � F fig\ C,'r
s�`O kP 10 G�
4gNDSCAPE P6o
n,
SURVEYED:
SCALE:
1 „ =20,
' CITY OF
RENTON
DESIGNED: DEW
DRAWN:
SiI
ONE INCH
CHECKED:
DEW
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
APPR
APPROVED:
GDN
I�
� � I
OHW Ln
/ / I
/ ,�� --- ---- o
p
20 N
/ -21-----------21----
22--
-- -- — — — — — — -- 0
0 / —
— — — —�-------
r l
`
a
a
EXISTING TRAIL
N
�a
p
°
O
- - - -
ASPHALT APPROACH
p
, a
4
O
°
GRAVEL SHOULDER
r
N
a°
a
�
I
20co
do
co
a —
O
_
O
N
R-420221
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
GENE COULON MEMORIAL BEACH PARK
TRESTLE BRIDGE REPLACEMENT
IRRIGATION PLAN SCHEDULE & NOTES
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
R-1
SHEET: OF:
25 45
O
I
I
W
O�
LO
LO
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
J
EXIST. IRRIGATION VALVE
RELOCATE EXISTING ROTOR SPRAY HEAD
TO EDGE OF PROPOSED NEW PLANTING
AREA AND ADJUST SPRAY LIMITS TO
ACCOMMODATE NEW PLANTING AREA -
!� REMOVE EXISTING ROTOR SPRAY
HEADS AND CONNECTING LATERALS
FROM NEW PLANTING AREA
IRRIGATION SCHEDULE
���.�� �. � ..�.�+ ��� +� �•... � ...�� r+�. �'�'� r , + �� .ram ,� rr �.
+mow � �.--� � � . �+ -+ • �T"
�— NEW BATTERY OPERATED IRRIGATION
REMOTE CONTROL VALVE - CONNECT
TO EXISTING 4 INCH MAINLINE
EXIST. CONIFER - HAND DIG
IRRIGATION WITHIN 15' OF TREE
IAInDT1-1 IDDIIrOTIif1Al DI DM
20 0 20 40
scale feet
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL
O O S 0 • RAIN BIRD 1806-SAM-PRS 15 SERIES MPR 20 30
Q T H TO F SHRUB SPRAY 6.0" POP-UP SPRINKLER WITH
CO -MOLDED WIPER SEAL. 1/2" NPT FEMALE
THREADED INLET. WITH SEAL-A-MATIC CHECK
VALVE, AND PRESSURE REGULATING DEVICE.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD PGA GLOBE 1
111, 1-1/211, 2" ELECTRIC REMOTE CONTROL VALVE,
GLOBE.
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 357.4 L.F.
1
I
22
- • 20-
4..r��9 A
-f
LAKE WASHINGTON
NORTH IRRIGATION NOTES:
1. IRRIGATION AND MAINTENANCE SHALL CONFORM TO THE 5. THE EXISTING IRRIGATION CONTROLLER IS LOCATED SOUTH OF
IMPLEMENTATION GUIDE FOR RESTORATION AND PERMITTING THE BRIDGE IN THE COMFORT STATION MAINTENANCE ROOM.
FOR LAKE WASHINGTON AND LAKE SAMMAMISH, JULY 25, 2019.
2. EXISTING IRRIGATION SHOWN WAS REFERENCED FROM AS -BUILT
DRAWINGS THAT ARE OLD. CONTRACTOR SHALL NOTE THAT THE
EXISTING IRRIGATION SHOWN MAY NOT REPRESENT ACTUAL
CONDITIONS ON SITE. CONTRACTOR WILL NEED TO VERIFY THE
LOCATION OF EXISTING EQUIPMENT IN THE FIELD PRIOR WITH PARKS
MAINTENANCE PERSONNEL PRIOR TO MAKING THE NECESSARY
IRRIGATION IMPROVEMENTS.
3. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL EXISTING IRRIGATION
THAT IS IMPACTED BY NEW IMPROVEMENTS AND VERIFY THAT ALL
IRRIGATION ZONES WORK PRIOR TO THE PROJECT BEING DEEMED
COMPLETE.
- - - - - - -
- PIPE SLEEVE: PVC SCHEDULE 40 12.0 L.F.
4. CALL UTILITY LOCATE SERVICE 72 HOURS PRIOR TO IRRIGATION
Valve Callout
INSTALLATION. EXERCISE CARE TO PROTECT UNDERGROUND
Valve Number
UTILITIES AND AVOID DISTURBING OR DAMAGING THEM IF
#
�ValveNum
PRESENT.
Valve Size
�F WASH
CJ,
SURVEYED:
Mwoi/�9
oP ��l Vim' 7
WSP USA Inc.
33301 9th Avenue South
� Z
DESIGNED:
DEW
Suite 300
Federal Way, WA 98003-2600
o N
�<"
DRAWN:
Si
TEL: (206) 431-2300
`r6,7 �1`ti��� ti�
CHECKED:
DEW
FAX: (206) 431-2250
`S`�O FkP. 10/°
4"44 SCAPE �6° NO.
REVISION BY DATE APPR APPROVED:
GDN
6. CONTRACTOR SHALL CONTACT THE CITY OF RENTON PARKS
FACILITIES SUPERVISOR AND COORDINATE IRRIGATION RUN
TIMES WITH THE EXISTING IRRIGATION ZONES.
7. SEE DRAWING IR-3 FOR IRRIGATION DETAILS.
8. IT IS UNCLEAR IF THE ORIGINAL IRRIGATION INSTALLATION
INCLUDED SWING PIPES OR FUNNY PIPE FOR THE CONNECTION
TO THE IRRIGATION HEAD. CONTRACTOR IS REQUIRED TO
OBSERVE THE EQUIPMENT INSTALLATION DURING DEMOLITION
AND MATCH THE EXISTING CONNECTIONS FOR CONSISTENCY.
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE •
IF NOT ONE INCH
SCALE ACCORDINGLY
7
R-420222
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CITY OF GENE COULON MEMORIAL BEACH PARK
RENTON TRESTLE BRIDGE REPLACEMENT
IRRIGATION PLAN SCHEDULE &NOTES
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
IR-2
SHEET: 26 OF: 45
C:)
C:)O
O
T
N
a
J
C'7
C'7
O
O
0
I
T
CV
O
N
0
W
I—
L
m
0
ry
Q
U
Q
U)
D
I
O
0
U
NOTE:
1. TEMPORARY SLEEVE MARKER (2X4 OR PVC PIPE) AND
TEMP. PVC SLEEVE CAP. TYPICAL
PIPE & WIRE SLEEVING DETAIL
SCALE: N.T.S.
SPRAY HEAD
NTS
LO
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
c`n° LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
c�
J
CONCRETE, ASPHALT OR OTHER
HARDSCAPE— SEE PLANS FOR
CONDITIONS
COMPACTED BASE ROCK
SUBGRADE
SAND BACKFILL, TYP— SEE
SPECIFICATIONS
CONTROL WIRES
PVC PIPE
PIPE SLEEVE, SEE PLANS FOR
SIZE
1/2" REBAR MARKER (AT
EACH END OF SLEEVE) WRAP
WITH TRACE WIRE
PLANTING BED WITH MULCH
TOP OF SPRAY HEAD
SLIGHTLY ABOVE MULCH
AFTER SETTING
POP-UP SPRAY HEAD
PVC SCH. 40 STREET ELL
MARLEX STREET ELL. TO BE
THE SAME SIZE AS
IRRIGATION HEAD INLET.
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
POLYETHYLENE TUBE -
LENGTH AS REQUIRED (5'
MAX)
PVC SCH. 40 TEE OR ELL
MARLEX STREET ELL
LATERAL LINE
FLUSH FINISH GRADE
IRRIGATION ROTOR HEAD
WITH CHECK VALVE
SWING JOINT:
12" SWING FUNNY PIPE,
BARBED ELBOWS (2), AND
MARLEX STREET ELBOW
LATERAL TEE
OR ELBOW
LATERAL PIPE
ROTARY POPUP SPRINKLER HEAD
SCALE: N.T.S.
DETAIL LEGEND:
O9 IRRIGATION CONTROLLER
(HUNTER NODE-BT OR APPROVED
EQUAL) AND MOUNTING
HARDWARE PER PLAN
OBATTERY OPERATED VALVE PER
PLAN
O3 VALVE BOX PER PLAN
O4 MAIN LINE PER PLAN
O5 MAIN LINE RISER PER PLAN
O6 LATERAL LINE PER PLAN
O7
GRAVEL BASE, DEPTH AS
SPECIFIED
O8
FILTER FABRIC
O9
BRICK
10
FINISHED GRADE
BATTERY OPERATED CONTROLLER
NTS
Z > DRAWN: .�
S�N � SJ ONE INCH �
4' �1�L �� �.y CHECKEDDEW AT FULL SCALE
SF FkP. 0I0 G '� IF NOT ONE INCH
4gNDSCAPE P6oG NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
n, GDN
F,
TRENCH DETAIL
SCALE: N.T.S
rI I Icu rinllcH
L
_L
NOTE:
1. SLEEVE BELOW
ALL HARDSCAPE
ELEMENTS WITH
SCHEDULE 40 PVC
PIPE
2. FOR PIPE AND
WIRE BURIAL
DEPTHS SEE
SPECIFICATIONS.
CAUTION TAPE
PVC LATERAL PIPE— SEE
PLANS FOR SIZE
YELLOW TRACE WIRE (TYP)
2" PVC PIPE SPACERS SET
VERTICAL @ 10' O.C.
PVC MAINLINE PIPE, SEE
PLANS FOR SIZE
SAND BACKFILL
R-420223
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CITY OF GENE COULON MEMORIAL BEACH PARK
RENTON TRESTLE BRIDGE REPLACEMENT
IRRIGATION NOTES AND DETAILS
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
IR-3
SHEET: OF,
27 45
N
C:)
O
O
T
a
J
C'7
C'7
O
O
C:)
C:)
T
N
n
O
0
W
CODES, SPECIFICATIONS, STANDARDS, PRACTICES
1. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION
OFFICALS (AASHTO) "LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF
PEDESTRIAN BRIDGES", DECEMBER 2009.
2. AASHTO "LRFD BRIDGE DESIGN SPECIFICATIONS", NOVEMBER 2017.
3. AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS
FOR STRUCTURAL CONCRETE", ACI 318-19.
> 4. ACI "SPECIFICATIONS FOR STRUCTURAL CONCRETE", ACI 301-20.
m
5. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "SPECIFICATION
V) FOR STRUCTURAL STEEL BUILDINGS", AISC 360-16
6. AMERICAN WELDING SOCIETY (AWS) "BRIDGE WELDING CODE", AWS
Q D1.5-2020 AND "STRUCTURAL WELDING CODE - REINFORCING STEEL"
AWS D1-4-2018.
Q 2
U) 7. INTERNATIONAL BUILDING CODE (IBC) 2018 EDITION
� 8. WASHINGTON STATE DEPARTMENT OF TRANSPORTATION "STANDARD
SPECIFICATION FOR ROADS, BRIDGES, AND MUNICIPAL PUBLIC WORKS
CONSTRUCTION", 2020 EDITION. (WSDOT SPEC)
L
DESIGN LOADS
61
0)
1. DEAD LOADS: ACTUAL WEIGHT OF MATERIALS
2. UNIFORM PEDESTRIAN LIVE LOAD ON BRIDGE: 90 PSF
3. DESIGN VEHICLE:
14' _C
4,000 LBS 16,000 LBS
HS-10 TRUCK
LOAD COMBINATIONS
STRENGTH I: (1.25MAX,0.9MIN)DC+1.75(LL OR PED LL)
STRENGTH III: (1.25MAX,0.9MIN)DC+1.0WS
EXTREME EVENT I: 1.ODC+1.0(LL OR PED LL)
SERVICE I: 1.ODC+1.0(LL OR PED LL)
SERVICE II: 1.ODC+1.3(LL OR PED LL)
DC = DEAD LOAD OF STRUCTURAL COMPONENTS AND NON STRUCTURAL
ATTACHMENTS
LL = VEHICULAR LIVE LOAD
PED LL = PEDESTRIAN LIVE LOAD
WS = WIND ON STRUCTURE
1. PIPE PILE MATERIAL: ASTM A 252, GRADE 3, YIELD STRENGTH = 50 KSI
2. COAT PIPE PILES IN ACCORDANCE WITH THE SPECIFICATIONS. REPAIR
COATING IN ACCORDANCE WITH THE SPECIFICATIONS.
3. DRIVEN PILE REQUIRED CAPACITIES:
TENSION: 33 KIPS (ULTIMATE)
COMPRESSION: 135 KIPS (ULTIMATE), 105 KIPS (WORKING)
< Q 4. NOTIFY THE CITY IF ANY PILE IS DRIVEN BEYOND THE TOLERANCES OR
00
DOES NOT ACHIEVE THE PILE TIP ELEVATIONS NOTED OR ON THE
co DRAWINGS.
N
CD
N
N
01
Ell 0
LO
LO
ro
RECORD DRAWING
METAL FABRICATIONS
1. STRUCTURAL PLATES, SHAPES, AND W-SHAPES FOR BRIDGE:
ASTM A 709, YIELD STRENGTH = 50 KSI.
2. HSS SECTIONS: ASTM A1085, YELD STRENGTH = 50 KSI
3. CHANNELS AND ANGLES: ASTM A36, YIELD STRENGTH = 36 KSI
4. PIPE: ASTM A53, GRADE B.
5. THREADED RODS: ASTM F1554, GRADE 55.
6. BOLTS: ASTM F3125 GRADE A325 TYPE 1 OR 3, UNLESS OTHERWISE
NOTED.
7. NUTS: HEAVY HEX, ASTM A 563, GRADE SUITABLE FOR THE TYPE OF ROD.
PROVIDE DOUBLE NUTS OR A HEAVY HEX NUT AND LOCK NUT.
8. WASHERS: ASTM F 844, WIDE SERIES, MAXIMUM THICKNESS.
9. SUBMIT WELD PROCEDURES AS REQUIRED PER THE SPECIFICATIONS.
10. PERFORM WELDING IN ACCORDANCE WITH AWS D1.5 USING WABO
CERTIFIED WELDERS, WELDING OPERATORS, AND TACK WELDERS IN THE
CERTIFIED PROCESS AND WELDING POSITION FOR THE QUALIFIED JOINT
WELDING PROCEDURES. PREPARE JOINTS TO FIT PROPERLY FOR THE
APPROPRIATE WELD AS INDICATED ON THE DRAWINGS. INSPECT ALL
WELDS.
11. REMOVE APPLIED GALVANIZATION AND COATINGS PRIOR TO FIELD
WELDING OF STEEL ELEMENTS. RESTORE GALVANIZATION AND/OR
COATING AFTER COMPLETION OF FIELD WELDING.
MAT =L ITT E RMT-S, F M R I CATI O 11'S'A ND"AS S
ACCORDANCE WITH THE SPECIFICATIONS.
13. RESTORE COATINGS DAMAGED BY WELDING, HANDLING, OR OTHER
CAUSESIN ACCORDANCE -WITH -THE SP�CIFICATION.S- -
14. SUBMIT CERTIFICATES OF COMPLIANCE FROM FABRICATORS OF
PREFABRICATED STRUCTURAL STEEL MEMBERS AT THE COMPLETION OF
FABRICATION AS REQUIRED PER IBC 1704.2.5 AND 1704.2.5.1.
1. MATERIAL: HILTI HIT -RE 500-SD EPDXY ADHESIVE ANCHORING SYSTEM
WITH HOT -DIP GALVANIZED FASTENERS.
2. INSTALL IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.
3. DRILL HOLES USING A PERCUSSION DRILL WITH A CARBIDE BIT.
4. SET ANCHORS USING TEMPLATES VERIFIED WITH THE FABRICATION
ANCHOR SPACING.
1. REINFORCED CONCRETE:
MINIMUM 28-DAY COMPRESSIVE STRENGTH = 5000 PSI
2. CONCRETE IN -FILL FOR PIPE PILES:
MINIMUM 28-DAY COMPRESSIVE STRENGTH = 5000 PSI
3. REINFORCING STEEL: ASTM A 706, GRADE 60, DEFORMED.
5. GROUT: ASTM C 1107, NON-FERROUS, NON-METALIC, MEETING THE
FOLLOWING ADDITIONAL REQUIREMENTS. MINIMUM WORKING TIME _
30 MINUTES FLUID CONSISTENCY (ASTM C 939) = 25 TO 30 SECONDS
MINIMUM COMPRESSIVE STRENGTH (28 DAYS) = 8000 PSI.
6. INSTALL CORNER BARS AT ALL CORNERS. MATCH THE NUMBER,
SPACING, AND DIAMETER OF ALL HORIZONTAL REINFORCING STEEL AT
THE CORNERS.
7. SUBMIT TO THE BUILDING OFFICIAL WELD PROCEDURES SPECIFICATIONS
INCLUDING PROCEDURE QUALIFICATION RECORDS FOR WELD
PROCEDURES NOT PREQUALIFIED BY AWS OF CONCRETE
REINFORCEMENT OTHER THAT BY FILLET WELDS
8. WELD ALL REINFORCING STEEL IN ACCORDANCE WITH AWS D1.4 USING
CERTIFIED WELDERS AND QUALIFIED WELDING PROCEDURES. INSPECT
ALL WELDS.
9. WELD HEADED STUDS USING AUTOMATICALLY TIMED WELDING
EQUIPMENT IN ACCORDANCE WITH AWS D1.1.
co THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED USA Inc.
333
IN PART ON INFORMATION PROVIDED BY OTHERS. 3301 9th Avenue South
Suite 300
CHANGES SHOWN HAVE BEEN PROVIDED BY THE Federal Way, WA 98003-2600
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE TEL: (206) 431-2300
CIO
1 LICENSED ENGINEER OR LANDSCAPE ARCHITECT. FAX: (206) 431-2250
W
ca
J
0
NO.
ADDENDUM 1
REVISION 2
CONCRETE (CONTINUED
10. DETAIL REINFORCING STEEL IN ACCORDANCE WITH ACI 315.
REINFORCING STEEL BEND DIMENSIONS SHOWN ARE OUT TO OUT. USE
SEISMIC HOOK DETAILS FOR TIES AND STIRRUPS UNLESS OTHERWISE
SHOWN ON THE DRAWINGS.
11. LAP SPLICES FOR REINFORCING STEEL THAT IS LESS THAN 40 FEET IN
LENGTH IS NOT PERMITTED. REINFORCING STEEL GREATER THAN 40
FEET IN LENGTH WILL BE ALLOWED WITH A MINIMUM LAP SPLICE
LENGTH OF 50 TIMES THE DIAMETER OF THE BAR.
12. PROVIDE 3-INCHES OF CONCRETE COVER UNLESS OTHERWISE SHOWN
ON THE DRAWINGS. CHAMFER EXPOSED CORNERS 3/4-INCH.
13. CONSTRUCTION JOINTS SHALL HAVE A 1/4-INCH AMPLITUDE ON THE
ROUGHENED SURFACE, CONTINUOUS ACROSS THE ENTIRE SURFACE.
14. CONCRETE FORMING: SEE THE SPECIFICATIONS. FILL VOIDS LEFT BY
CONES AND OTHER FORMWORK HARDWARE AFTER FORMS ARE
REMOVED. FOR CHAIRS, SUPPORTS, AND SPACERS TO SUPPORT
2% REINFORCING STEEL, SEE THE SPECIFIATIONS. PROVIDE CHAIRS,
SUPPORTS, AND SPACERS AT INTERVALS LESS THAN 4 FEET ON CENTER
UNLESS OTHERWISE ALLOWED BY THE CITY.
REVISION
15. CONCRETE FINISHING: TERMINOLOGY IS DEFINED IN ACI 301.
SLAB OR TOPPING SURFACES = LIGHT BROOM FINISH W/ STRIA OF %6"
FORMED SURFACES = SMOOTH FORM FINISH
SURFACES RECEIVING GROUT = SCRATCH FINISH
16. CONCRETE CURING: MOIST CURE CONCRETE SURFACES OR USE AN
APPROVED CURING MEMBRANE IN ACCORDANCE WITH ACI 301 UNLESS
A LONGER TIME IS REQUIRED IN THE SPECIFICATIONS.
17. CONCRETE DEFECTS: REPAIR FORMED SURFACES BY REMOVING MINOR
HONEYCOMBS, PITS GREATER THAN 1/2-SQUARE-INCH IN AREA OR
GREATER THAN 1/4-INCH IN DEPTH, AND ALL OTHER DEFECTS AS
DIRECTED BY THE CITY OR AS DESCRIBED IN THE SPECIFICATIONS OR
REFERENCE DOCUMENTS. PROVIDE EDGES PERPENDICULAR TO THE
SURFACE, PATCH WITH GROUT AS SPECIFIED ABOVE, AND PROVIDE A
SMOOTH FORM FINISH. CONCRETE WITH EXTENSIVE HONEYCOMBING
OR OTHER DEFECTS WHICH AFFECT SERVICEABILITY AND/OR
STRUCTURAL STRENGTH OF THE CONCRETE ELEMENT, AS DETERMINED
BY THE CITY, SHALL BE REJECTED AND REPLACED AT NO ADDITIONAL
COST TO THE CITY.
METAL GRATING
1. METAL GRATING SHALL BE HOT DIPPED GALVANIZED STEEL TO
ASTM A 123, ADA COMPLIANT AND SUPPORT A LIVE LOAD OF 90 PSF, OR
A POINT LOAD OF 8,000 LBS ON ONE SQUARE FOOT.
2. BEARING BARS SHALL BE 2 INCH HIGH BY 3/16 INCH THICK SPACED AT
1/2 INCH OC.
3. TRANSVERSE BARS SHALL BE SPACED AT 4 INCHES OC.
4. METAL GRATING SHALL BE SHOP FABRICATED BASED ON AS -BUILT
STRUCTURE DIMENSIONS (FIELD CUTTING IS NOT ALLOWED).
5. HOT -DIP GALVANIZE AND APPLY NON-SKID FINISH TO GRATING AFTER
FABRICATION.
6. METAL GRATING SHALL BE SHOP FABRICATED BASED ON AS -BUILT
STRUCTURE DIMENSIONS (FIELD CUTTING IS NOT ALLOWED).
7. METAL GRATING FASTENERS SHALL BE MECHANICAL FASTENERS PER THE
GRATING MANUFACTURER, MEETING ADA REQUIREMENTS.
8. MAXIMUM SPACING OF THE METAL GRATING FASTENERS WILL BE
DETERMINED BY THE GRATING MANUFACTURER.
STRUCTURAL SPECIAL INSPECTION
1. TESTING AND SPECIAL INSPECTION SHALL BE PER THE TABLES ON SHEET
1A AS REQUIRED PER THE IBC AND AISC 360-16, AND AS REQUIRED IN
THE SPECIFICATIONS.
GDN
2/9/22
GDN
SURVEYED:
SCALE:
GDN
8/11/22
GDN
DESIGNED:
GDN
DRAWN:
AHK
CHECKED:
CS13
BY
DATE
AP P R
APPROVED:
GDN
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
R-420224
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CITY OF GENE COULON MEMORIAL BEACH PARK
RENTON TRESTLE BRIDGE REPLACEMENT
STRUCTURAL NOTES
10/26/23
FIEW130OK: FB
PAGE` PAGE
DRAWING NO:
S-1
SHEET: OF:
28 45
O
O
CD
O
T
N
a
J
M
C'7
O
O
O
T
O
0
LLI
NOTE:
FRP LUMBER CLADDING NOT SHOWN, SEE
LANDSCAPE DRAWINGS FOR CLADDING LAYOUT
Q
N
O�
co
N
CD
N
N
U
0
C
O
O�
LO
LO
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
c�
J
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
"A KIPll7All IKI/^
NO.
'InCI Oil
nu..,
5 0 5 10
1" = 5'
scale feet
r-% i 1 \ V/\ I v l L � 1 r-% %.. L V I
ELEVATION - REPLACEMENT BRIDGE
SCALE:
REVISION
5 0 5 10
1"=5'
scale feet
SURVEYED: SCALE:
DESIGNED: 1 "=20' �
GDN +
DRAWN:
AHK
ONE INCH
CHECKED: AT FULL SCALE
CSB IF NOT ONE INCH
BY DATE AP P R APPROVED: GDN SCALE ACCORDINGLY
CITY OF
RENTON
R-420226
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
GENE COULON MEMORIAL BEACH PARK
TRESTLE BRIDGE REPLACEMENT
BRIDGE PLAN & ELEVATIONS
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
S-2
30 45
N
O
O
O
O
T
a
J
C'7
C'7
O
O
O
O
T
O
Cm
OHW
cm
W �ONv�
�0 N,
CL ABUTMENT 2
PILES
`LBRIDGE &
7'-011 �EARI NG 71-011
CLBEARING
1 5'-4 1/2"
N
00
rn
N
U
V
NOTE:
FOR REINFORCEMENT
DETAILS SEE A
Q
CID
N 5-10
co
N
O
N
N 1 rA
o - SCALE: 2 0 2 4
1/211 = 1'-01
0 scale feet
Ln
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
>, IN PART ON INFORMATION PROVIDED BY OTHERS.
-0 CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
in LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
J
5'-4 1/2"
BEARING
ELEVATION - CONC ABUTMENT
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
CL BRIDGE
FOUNDATION PLAN
SCALE:
4 0 4 8
1/411 = 1'-011
scale feet
MATCH ACP TRAIL SLOPE,
SEE CIVIL DRAWIP
ACP TRAIL
CONC BACKWALL
1
SEE - FOI
PAVEMENT SE)
BLOCKOUT FOR ELECTRICAL
BLOCKOUT FOR WL
x 1/2" STEEL PILE, TYP
1 1 RECORD DRAWING
GRAVEL
FOR WAI
G nii r
WORK POINT COORDINATES
WP
EASTING
NORTHING
W P 1
1301827.3032
189361.2657
W P2
1301793.2818
189457.1240
VALL
in,,
E BEARING
U O'
F—�
NOTE: B
FOR ALL DETAILS NOT SHOWN SEE
CONC PILE CAP -
DETAIL - PAVEMENT SEAT
'TIONAL CJ
EL PILE
SECTION - CONC ABUTMENT
SCALE: 2
0 2
4
1/211 — 1'-011
scale
feet
GDN
10/26/23
GDN
SURVEYED:
SCALE:
1 "=20'
CITY OF
DESIGNED:
GDN
+
RENTON
DRAWN:
--CHECKED,,__
AHK
ONE INCH
C
AT FULL SCALE
IF NOT ONE INCH
REVISION
BY
DATE
APPR
SCALE ACCORDINGLY
APPROVED:
GDN
SCALE: 1 0 1 2
1" = 1'-011
scale feet
R-420227
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
GENE COULON MEMORIAL BEACH PARK
TRESTLE BRIDGE REPLACEMENT
FOUNDATION PLAN AND SECTIONS
LO
LO
0
Qo
N
Q U
W
N
O
0
O
O
T
N
a
J
10/26/23
RELDBOOK: FB
PAGE` PAGE
DRAWING NO:
S-3
SHEET. 31 OF. 45
co
co
O
O
O
0
T
N
1
O
I
0
W
I
B I
S-6
A SYM '
S-6
(-L BRIDGE
(L END DIAPHRAGM (L- DIAPHRAGM (L- DIAPHRAGM CL DIAPHRAGM
(L- DIAPHRAGM (L DIAPHRAGM
21'-1 1/4" 21'-9 3/4" 4'-7 1/2" 6' -211 4'-7 1/2"
7
A SEE S 8 OPP, TYP B C STEEL GIRDER 3
� GRATING SUPPORT
1 @ 2'-0" MAX SP, TYP
21'-9 3/4"
CL DIAPHRAGM
21'-1 1/4"
CONC ABUTMENT, TYP
,4fSEE S 9 TYP
----------`
(L END DIAPHRAGM
I
I
STEEL
GIRDER 2
I
I
l
1
GRATING SPAN DIRECTION, TYP
- -
STEEL
-
GIRDER 1
SEE 8
TYP
-
---
---
----
I
I
I
I
I
SEE 7 TYP
S-$
42'-3 1/2"
I
I
OVERLOOK FRAMING, SEE (
b7""
4'-4 1/2" 8'-0 3/4"
------------�
I N
\
I �
I
I
4'-4 1/2" 42'-3 1/2"
101'-5 1/4"
NOTES: A
FOR GIRDER CAMBER REQUIREMENTS SEE
S-5
SEE S $ TYP
SEE 8 TYP
SEE Q18')
TYP
C8x18.75, TYP
00 •
U
00
U —
- BOT OF FLA GE
N
CONC ABUTMENT
STEEL PILE, TYP
LO
LO
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
in
c�
J
R
N
rl
N
SEE S $ SIM
GIRDER STOP, TYP
CONC BRIDGE
END SLAB
00
SECTION - END DIAPHRAGM
SCALE: 2 0 2 4
6" = 1'-0" mommoll
scale inches
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
END TO END STEEL GIRDER
PLAN - BRIDGE FRAMING
SCALE: 4 0 4 8
1" = 4'
scale feet
SEE (i)T
QL")
YPYP
5
SEE TYP SEE S $ TYP
GRATED DECKING
C8x18.75, TYP
00
U -—
`� 1000
75, — -- —
�
m --
00 V o 0
N _ [=jLpo 000 -------- 000
— — — — — —
�" 8" WATERMAIN
LO
STEEL GIRDER, TYP
STEEL GIRD`ER,YP
1 1 RECORD DRAWING
NOTE: A
FOR DETAILS NOT SHOWN SEE
�SECTION - DIAPHRAGM
2 0 2 4
6" = 1'-0" mommoll
scale inches
GDN 0/26/2 GDN SURVEYED:
DESIGNED:
GDN
DRAWN:
AHK
CHECKED:
CSB
REVISION BY DATE APPR APPROVED:
GDN
CONC TOPPING, TYP
EXTERIOR OVERLOOK BEAM
r-c`� SECTION
0 Vvm I LI\IVIMIlm
STEEL GIRDER, TYP
- DIAPHRAGM
w
0
I
w
�
o 0
Ln
m
N
I
w
in
CONC TOPPING, TYP
NOTE: B
FOR DETAILS NOT SHOWN SEE
_..__. 2 0 2 4
6" = 1'-0" scale inches
R-4420227
SCALE:
1 "=20' CITY OF
RENTON
ONE INCH
AT FULL SCALE •
IF NOT ONE INCH
SCALE ACCORDINGLY
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
GENE COULON MEMORIAL BEACH PARK
TRESTLE BRIDGE REPLACEMENT
FRAMING PLAN
I�
L0
N
LO
C:)
F� O
F-I N
Q U
O
V
W
N
0
0
0
I
T
a
J
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
S-4
SHEET: OF:
32 45
C'7
O
O
C:)
T
O
Nt
N
0
W
I
EXPANSION JOINT,
SEE 2 TYP —
5-12
EXPANSION JOINT,
SEE 2 TYP —
S-12
a
oc
J
2" CLR
N
ri
r-I
3/4" CHAMFER, TYP -3
PL 1/2
CL ABUTMENT
�i PILES END SLAB
5'-8 1/4"
3", TYP I 1/2"0 WELDED STUDS
@8"OC
END DIAPHRAGM, TYP
Cl
0
(L- ABUTMENT
PILES END SLAB
5'-8 1/4"
3", TYP I 1/2"0 WELDED STUDS
@ 8" OC
MAX GRATING SUPPORT SPACING
FROM END OF GRATING IS 6", TYP
I I
END DIAPHRAGM
E
SEE 1 TYP
GRATING SUPPORT, TYP
GRATING SUPPORT, TYP
CONC TOPPING
ELEVATION - EXTERIOR GIRDER
SCALE: 1/2"=1'-0" 2 0 2 4
1/2" = 1'-0"
scale feet
METAL GRATING
ELEVATION - INTERIOR GIRDER
SCALE: 1/2"=1'-0" 2 0 2 4
1/2" = 1'-0"
scale feet
GIRDER GIRDER
HANDRAIL BASE PL, SEE LANDSCAPE HANDRAIL BASE PL, SEE LANDSCAPE
DRAWINGS FOR LOCATION, SEE S-12 DRAWINGS FOR LOCATION, SEE S-12
FOR DETAILS 2" CLR FOR DETAILS
3/4" CHAMFER, TYP 3" , I (3) #4 CONT BARS, EQ SPA 3/4" CHAI
#3@4"OC
3" 3" CONIC BRIDGE END SLAB 3" 3"
1/2"x2" WELDED STUD, TYP I PL 1/2 1/2"x2" WELDED STUD, TYP
M
N
O
N
N TYP 3/8 W36x160
U
0 rC SECTION -EXTERIOR GIRDER
�
- SCALE: 1" " =1'-0
Ln
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
>, IN PART ON INFORMATION PROVIDED BY OTHERS.
-0 CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
in LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
J
GIRDER
a
� I
J
#3 @ 4" OC
CONIC END SLAB
'2"x2" WELDED STUD, TYP
(L ABUTMENT
END SLAB PILES
5'-8 1/4"
CL ABUTMENT
END SLAB PILES
5'-8 1/4"
CJ P
STEEL GRATING
GIRDER
DETAIL -GIRDER DAP
R-420230
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TYP 3/8
W36x160
TYP 3/8
� W36x160
TYP 3/8 W36x160
1 SECTION -EXTERIOR
GIRDER
K`E� SECTION
� SE - INTERIOR GIRDER
% SCALE:1"=1'-0"
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
D. N4
wAs���
R-6 O✓ ��
FGISTER�
ss10NAL E�� o�� N 0.
n6
% SCALE:1"=1'-0"
REVISION
- INTERIOR GIRDER
SURVEYED:
DESIGNED:
GDN
DRAWN:
AHK
CHECKED:
CSB
BY DATE APPR APPROVED:
GDN
O N
N
Ln
O
F� O
F-I N
Q U
W
N
0
0
O
T
a
J
co
SALE. DAM
10/26/23
1 "=20' CITY OF GENE COULON MEMORIAL BEACH PARK � FlELDBOOK: FB
� RENTON TRESTLE BRIDGE REPLACEMENT PAGE` PAGE
ONE INCH ' DRAWING N0:
AT FULL SCALE GIRDER ELEVATION &SECTIONS S- 6
IF NOT ONE INCH
SCALE ACCORDINGLY
SHEET: OF:
34 45
co
O
O
O
T
r DDInr-c nIADUDAr-nn TVA
O
0
W
NOTES: PLAN -OVERLOOK FRAMING
1. WELDED STUDS NOT SHOWN
2. STEEL GRATING NOT SHOWN
SCALE: 3/4"=V-0"
— HANDRAIL BASE PL, SEE LANDSCAPE
DRAWINGS FOR LOCATION, SEE S-12
FOR DETAILS
DAPPED BEAM END, SEE
STEEL GRATING, TYP
L3X3, GRATING SUPPORT
1 3/4"
EXTERIOR OVERLOOK BEAM
INTERIOR OVERLOOK BEAM
<
M
O�
M
N
CD
CJ P
21-10"—�--�
SI
STIFFFENER PL 3/8" CENTERED
ON OVERLOOK BEAM
CJ P
N A SECTION -OVERLOOK FRAMING
o - SCALE: 1 1/2"=V-0" 8 0 8 16
1-1/2" = 1'-0"
° scale inches
LO
RECORD DRAWING
co
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
U)
c�
J
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
1 0 1 2
3/4" = 1'-0"
scale feet
CL GIRDER
I _
CONC TOPPING
1 1 REVISION 1
2" CL
#4 CONIC CAP REINF
#4
1'-0"
IN LAP SPLIC
------------------------------ --
3�� 1/2"0 WELDED STUDS @ 8" OC 3��
— 3/4" CHAMFER, TYP
EXTERIOR OVERLOOK BEAM
3" GIRDER
t
CJ P
EXTERIOR STEEL GIRDER
STIFFFENER PL 1/2" CENTERED
ON OVERLOOK BEAM
ELEVATION - OVERLOOK
(-L GIRDER
HANDRAIL BASE PL, SEE
LANDSCAPE DRAWINGS
1'-3" FOR LOCATION, SEE S-12
FOR DETAILS, TYP
I
LO
N
LO
O
F� O
— — — — — — — F—I N
' QooQQo Qv
000 �
O00
10
W
SPLICED #4 UNDER
CONIC CAP REINF
N
O
O
O
— O
000 N
Sc.tiLt: 1 1/L..=1 -u 8 0 8 16
1-1/2" = 1'-0"
scale inches
INTERIOR OVERLOOK BEAM EXTERIOR STEEL GIRDER
DETAIL - DAPPED INTERIOR BEAM
HANDRAIL BASE PL, SEE DRAWING S-12 SIM
DIAPHRAGM
EXTERIOR STEEL GIRDER
REVISION
1/2"Ox2" HEADED STUD, TYP
•
PL 3/8
SCALE: 1 1/2"=V-0" 8 0 8 16
1-1/2" = 1'-0"
scale inches 1/4
(L BEAM MECHANICAL STEEL
GRATING FASTENER
� CONC TOPPING
3/8" MAX
STEEL GRATING
MECHANICAL STEEL
GRATING FASTENER
— L5x3x3/8
5/16
TYP 3/8 HP12x53
SECTION - EXTERIOR OVERLOOK BEAM
SCALE: 1 1/2"=V-0" 8 0 8 16
1-1/2" = 1'-0"
scale inches
GDN 8/11/22 GDN SURVEYED:
DESIGNED:
GDN
DRAWN:
AHK
CHECKED:
CS13
BY DATE AP P R APPROVED:
GDN
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE •
IF NOT ONE INCH
SCALE ACCORDINGLY
L3x3x3/8
BEAM
METAL GRATING
PL 3/8
3 SIDES
1 TYP 3/8
— HP12x53
SEC O - TERIOR OVERLOOK BEAM
SCALE: 1 1/2"=V-0" 8 0 8 16
1-1/2" = 1'-0"
scale inches
R-420231
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CITY OF GENE COULON MEMORIAL BEACH PARK
RENTON TRESTLE BRIDGE REPLACEMENT
OVERLOOK PLAN ELEVATION &SECTIONS
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
S-7
SHEET: OF:
35 45
C'7
O
O
O
O
T
li=
O
N
0
W
CONIC END SLAB
BOLT 1"0 W/ WASHER, TYP
II ��
3 'i-' 3 1/4"
C8
I I I m
m NOTES:
L -
1. SLOT GIRDER PL 1/2 AND I
U) WELD DIAPHRAGM PL 1/2 00 1
TO W36 STEEL GIRDER I m
E N I - - -
2. MAXIMUM GAP BETWEEN ----- L3x3x3/8
Q CHANNEL AND GIRDER IS _ — — — —_—
1/411 -t--
- _ —
Q r- L �-
CL
IRDER
1/4
1/4
8 3/4"
I
r-I
CIO BOL 3/4"0 W/ WASHER
3: PLASTIC LUMBER FACING 1 3/8"
O
STEEL GIRDER 1 3 2 1/4"
/8"
�L
o DIAPHRAGM PL 1/2"
U CJ P
DETAIL -DIAPHRAGM CONNECTION 1
SCALE: 2"=1'-0"
DIAPHRAGM PL 1/2"
STEEL GIRDER
PLASTIC LUMBER FACING
2 1/4"
3" 3"
NOTE: 10" 00
\
FOR DETAILS NOT SHOWN SEE 1 CJP C8x18.75
-L 3/4" BOLT W/ WASHER, TYP
DETAIL - DIAPHRAGM CONNECTION 3
SCALE: 2"=1'-0"
CONIC T(
NOTE:
MAXIMUM GAP BETWEEN
CHANNEL AND GIRDER IS 1
Q 5/16
CID
PLASTIC LUMBER FACING
o�
co
N
o STEEL GIRDER
DETAIL -GRATING SUPPORT C
N
7
0
S-4 SCALE:2"=1'-0"
0
rn
0
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
WSP USA Inc.
33301 9th Avenue South
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
Suite 300
Federal) Way, WA 98003-2600
>
CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
TEL: (206) 431-2300
c`n°
LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
FAX: (206) 431-2250
c�
J
DIAPHRAGM PL 1/2", TYP
3/4"0 BOLT W/ WASHER, TYP
L3x3x3/8, TYP
oo
CL GIRDER
(SYM)
CJ P, TYP
I
C8x18.75, TYP 1"0 BOLT W/ WASHER, TYP
NOTE:
FOR DETAILS NOT SHOWN SEE 1
r DETAIL - DIAPH R
21,
8 1/4" 1 3/4"
00
N
\
m r
-
�o
00
`°
----
AGM CONNECTION 2
S-4 SCALE:2"=1'-0"
CL BOLT 1"0 W/ WASHER, TYP
CONIC TOPPING IRDER 2 1/4„ STEEL GRATING
61/2" 311 311 00
-
\
\
I m
I --I-- I
N
� I
00 N
Lr) ---
0 ---��� — ----- C8x18.75
\ � L3x3x3/8
CJ P
PLASTIC LUMBER
FACING
STEEL GIRDER
DIAPHRAGM PL 1/2" -
r DETAIL -
BOLT 3/4"0 W/ WASHER, TYP
— STEEL GRATING
\
m
f V
N
8x18.75 m
-6"
ONNECTION
D. NF
wasH1 %-, 1 RECORD DRAWING
� � sus �✓
°r FCISTV,
ssloNAL Eo�� NO.
/ 13/g„
131
8 1/4"
DIAPHRAGM C
SCALE: 2"=1'-0"
STEEL GRATING
PL 1/2x6x0'-6", TYP
NOTE: Op Op
MAXIMUM GAP BETWEEN Op Op
CHANNEL AND GIRDER IS 1/4I1 /
TYIL
P 6
C8x18.75, TYP 5/15/16
STEEL INTERIOR GIRDER
REVISION
BOLT 3/4"0 W/ WASHER
1 3/4"
INECTION 4
GIRDER
(SYKM 1/2"
I
311
STEEL GRATING
1'-4 1/8"
C8x18.75, TYP
DIAPHRAGM PL 1/2", TYP
STEEL INTERIOR GIRDER
CL GIRDER
(SYM)
3" 3"
LO
M N
LO
r-I O
F� O
N
U
rn
I O
3/4" BOLT W/ WASHER, TYP ETA
I
CJ P, TY P
N
DETAIL - DIAPHRAGM
SCALE: 2"=1'-0"
NOTE: O
FOR DETAILS NOT SHOWN SEE 1 O
_ O
T
SUPPORT CONNECTION 3 a
STEEL GIRDER CL GIRDER
DIAPHRAGM PL 1/2", TYP (SYM)
3/4"0 BOLT W/ WASHER, TYP 1 8 1/4" 1 3/4"
L3x3x3/8, TYP
� I
(00
M
---------,
I
C8x18.75, TYP 1"0 BOLT W/ WASHER, TYP
NOTE: —
8 3/4" TI TI
rn
FOR DETAILS NOT SHOWN SEE
1
DETAIL - DIAPHRAGM CONNECTION 5
\
m
I �
N
N
\
m
m
3/4" BOLT W/ WASHER, TYP
DETAIL - GRATING SUPPORT CONNECTION
SCALE: 2"=1'-0"
GDN 10/26/2 GDN SURVEYED:
DESIGNED:
GDN
DRAWN:
AHK
CHECKED:
CS13
BY DATE AP P R APPROVED:
GDN
SCALE: 2"=1'-0"
SCALE:
1 "=20' CITY OF
�+
RENTON
ONE INCH
AT FULL SCALE •
IF NOT ONE INCH
SCALE ACCORDINGLY
BO
00
\
Ln
0
00
\
R-420232
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
GENE COULON MEMORIAL BEACH PARK
TRESTLE BRIDGE REPLACEMENT
SECTIONS & DETAILS - SHEET 1
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
S-8
SHEET. 36 OF. 45
FO
co
m
O
O
O
T
N
O
I
0
W
CL C8 4'-0" MAX C8
A
00
U
L=0
00
U
00
U
00
U
L VLJL VI LJ 11\V LI\
NOTE:
GRATING NOT SHOWN
METAL BAR GRATING
o�
LO
LO
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
c�
J
J
J
PLAN - GRATING SUPPORT
/''gDERI TYP
SCALE: 3/4"=1'-0" 2 0 2 4
3/411 = 1'-011
scale feet
C8, TYP
1 1/2"
BOLT 3/4"0 W/ WASHER, TYP
L 1/4" MAX, TYP
SECTION - GRATING SUPPORTS
SCALE: 2"=1'-0" 6 0 6 12
2" = 1'-011
--k � scale A, �A- --.A, inches
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
D. 1V�
4 0� wasH1
6✓
o"�ss soNAL F��'���p�'��� N 0.
RECORD DRAWING
SEE 8 TYP
:8, GRATING SUPPORT, TYP
GRATING SPAN DIRECTION, TYP
REVISION
00
L--I.j -
� J
SEE 8 TYP
00
U
US—
C8x18.75, TYP
GRATED DECKING
J I LLL V 11\VLI\, 1 1 1
PLAN - SECTION AT DIAPHRAGMS
CONC TOPPING, TYP
NOTE:
FOR DETAILS NOT SHOWN SEE B
S-4
8" WATERMAIN
SCALE: 3/4"=1'-0" 2 0 2 4
3/411 = 1'-011
scale feet
GRATED DECKING
J I LLL V11\VLI\, 1 1 1
8" WATERMAIN
PLAN - SECTION AT GRATING SUPPORT CHANELS
SCALE: 3/4"=1'-0" 2 0 2 4
3/411 = 1'-011
scale feet
GDN 10/26/2 GDN SURVEYED:
DESIGNED:
GDN
DRAWN:
AHK
CHECKED:
CSB
BY DATE AP P R APPROVED:
GDN
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE •
IF NOT ONE INCH
SCALE ACCORDINGLY
CONC TOPPING, TYP
R-420233
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CITY OF GENE COULON MEMORIAL BEACH PARK
RENTON TRESTLE BRIDGE REPLACEMENT
SECTIONS &DETAILS -SHEET 2
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
S-9
SHEET: OF:
37 45
N
O
C:)
C:)
C:)
T
a
J
C'7
C'7
O
O
0
I
T
N
0-
END GIRDER STOP, SEE
10-#8 HEADEC
DOWELS, SEE
COORDINATE STIRRU
LONGITUDINAL BAR L
CONNECTION TO AVC
Q
00
co
N
O
N 1 DETAIL - PILE C
0 - SCALE:3/4"=1'-0"
0
'tBRIDGE &
BEARING
( YM)
nrT\A/rrKI f"Inr%rn cTrinC' nrf-rcc, f`rinlf` Plrl\A/NI ill rrin \A/1
ELEVATION - ABUTMENT REINFORCMENT
SCALE: 3/4"=1'-0"
rn
L0
RECORD DRAWING
co
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
c`n° LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
U)
ca
J
r-lnnrn cTr�n
PILE CUT-OFF ELEV
ONNECTION
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
Q
NO.
REVISION 1
RECORD DRAWING
REVISION
CONIC BACKWALL
N
r-I
O
m
END GIRDER STOP, SEE S 11 SIM
)R PILE CONNECTION DETAILS, SEE 1 TYP
ILE, TYP
CL PILE
#5@8"0(
PAVEMENT SEAT
#5 BACK
STIRRUP
FOR PILE CONNECTION DETAILS
COORDINATE STIRRUP & LONGITUDI
W/ PILE CONNECTION TO AVOID INTI
�LUa
LU
Lil = N
LU ul LU LUU
IL = i
ILL 0
O O
#8 HEADED BAR. SPACE AROUND
INSIDE OF PILE TO AVOID
INTERFERENCE W/LONGITUDINAL &
TRANSVERSE REINFORCEMENT (10
BARS EA PILE)
TOUCH UP PILE COATING
AFTER WELDING
(SEE SPECIFICATIONS)
I
I
GDN
8/11/22
GDN
SURVEYED:
GDN
0/26/2
GDN
DESIGNED:
GDN
DRAWN:
AHK
CHECKED:
CS13
BY
DATE
AP P R
APPROVED:
GDN
f"fl Alf` 17)Af`1/1A/AI I
E BEARING
ALTERNATE ENDS
PILE CAP STIRRUPS @ 8" OC
1*8
SECTION - ABUTMENT REINFORCEMENT
SCALE: 3/4"=V-0"
(5/16)
(5/16)
m
FI F\/ATinN
DETAIL - PILE CONNECTION
SCALE: 1"=1'-0"
SCALE:
1 "=20'
�+
ONE INCH
0AT FULL SCALE •
IF NOT ONE INCH
SCALE ACCORDINGLY
NOTE:
COAT ALL PILING IN ACCORDANCE WITH THE
SPECIFICATIONS. COATING SHALL EXTEND FROM
CUT-OFF TO 15' BELOW MUDLINE. SUBMIT PILE
ORDER/COATING LIST TO CITY FOR APPROVAL.
CITY OF
RENTON
R-420234
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
GENE COULON MEMORIAL BEACH PARK
TRESTLE BRIDGE REPLACEMENT
SECTIONS & DETAILS - SHEET 3
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
S-10
38 45
N
O
O
O
T
a
J
co
C'7
O
O
O
O
T
Er
n
O
0
W
m
L
m
m
ry
Q
(3
C
Q
G7
D
I
U)
O
0
U
Q
co
CD
SECTION -GIRDER STOP
CIA
(2) #5 x5'.
OF OPENI
CENTER C
EA FACE)
WATER N
DRAWIN(
1
#5 LONG, TYP
BACKWALL STIRRUP
ONG BAR, TYP
SACKWALL STIRRUP, TYP
STOP BACKWALL STIRRUPS & LONG BARS
2" CLR AT INTERFERENCE W/ BLOCKOUT
PILE CAP STIRRUPS
)ILE CAP LONG BAR
DETAIL - UTILITY BLOCKOUT
SCALE: 1 0 1 2
1" = 1'-0"
scale feet
/`!lKIr DA/`I/%A/A1 1
N 5-10 SCALE: g 0 8 16
0 1-1/211 = 1'-011
o scale inches
LO
LO
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
c`n° LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
U)
cU
J
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
GIRDER STOP
— #5 n
HAIRPINS
#5
�P LONG BAR, TYP
E CAP STIRRUP
Q
NO.
REVISION 1
RECORD DRAWING
REVISION
DETAIL - END GIRDER STOP
SCALE: 8 0 8 16
1-1/211 = 1'-011
scale inches
8" MIN
CONIC GIRDER STOP EMBED
m
m n
OPTIONAL Q
COUPLE NUT TACK WELD TO PL
SECTION
GDN
8/11/22
GDN
SURVEYED:
GDN
0/26/2
GDN
DESIGNED:
GDN
DRAWN:
AHK
CHECKED:
CS13
BY
DATE
AP P R
APPROVED:
GDN
OPTIONAL
PILE CAP LO
PILE CAF
3/4"0 BOLT, TYP
3"0 COUNTERBORE, TYP
3/4" CHAMFER, TYP
PL 1/2x10x1'-6"
01 1
/ 4 \
DETAIL - CENTER GIRDER STOP
SCALE: 8 0 8 16
1-1/211 = 1'-011
scale inches
DETAIL - GIRDER STOP PAD
SCALE: 4 0 4 8
2" = 1'-011
scale inches
SCALE:
1 "=20'
�+
ONE INCH
0AT FULL SCALE •
IF NOT ONE INCH
SCALE ACCORDINGLY
IRDER STOP
CI C\/ATI/lAl
EQ SPA, TYP
DER STOP, TYP
#5, TYP
R-420235
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CITY OF GENE COULON MEMORIAL BEACH PARK
RENTON TRESTLE BRIDGE REPLACEMENT
SECTIONS &DETAILS -SHEET 4
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
S-11
SHEET: OF:
39
45
N
O
O
O
T
a
J
co
C0
CD
O
O
C
T
CV
O
0
W
CONC CAP
2"0 SS ROUND POSTS RAIL SUPPORTS, TYP
3/8"0 SS TAMPER -RESISTANT
BUTTON HEAD TORX SCREW W/
WASHER, TYP
N
NOTE:
FOR ALL DETAILS NOT SHOWN
SEE LANDSCAPE DRAWINGS
DETAIL - STAINLESS STEEL END POST RAIL BASE PLATE
SCALE: 3"=1'-0"
SS 3/8" HEAVY HEX BOLT
W/ WASHER, TYP
SS 3/8" COUPLE NUT, TYP
3/4" CHAMFER, TYP
i
I
SS RAIL SUPPORT
SS TAMPER -RESISTANT BUTTON
HEAD TORX SCREW W/ WASHER,
TYP
SS BASE PL
2" CLR, TYP
(3) #4, EQ SPA
A
CONIC CAP -
SS PL 3/8" �
�1 1 1/2"
Tyo I
2"0 SS ROUND POSTS RAIL SUPPORTS, TYP
3/8"0 SS TAMPER -RESISTANT
BUTTON HEAD TORX SCREW W/
WASHER, TYP
fV
SS WEBNET FRAME HOLDER
WITH VANDAL RESISTANT CAPS - -
I I N
M
I I
N
WEB NET PANEL, TYP -
3„ 311
M
TYP
5/16
3" 1 1/2"
NOTE: -..Mgj
FOR ALL DETAILS NOT SHOWN
SEE LANDSCAPE DRAWINGS
1/2"0 X 2" HEADED STUD @ 8" OC, TYP
STEEL GIRDER
SECTION - CONC CAP & SS RAIL BASE PL
Q - SCALE:3"=1'-0"
0
0
r
co
N
CD
N
N
U
0
C
O
O�
LO
LO
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
c`n° LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
in
c�
J
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
DETAIL - STAINLESS STEELTWO POST RAIL BASE PLATE
SCALE: 3"=1'-0"
1 1 RFI 09 HAND RAIL MISC DETAILS — CLARIFICATIONS AND MODIFICATIONS
NO.
REVISION
DEW 7/6/22 1 GDN SURVEYED:
DESIGNED:
GDN
DRAWN:
AHK
CHECKED:
CSB
BY DATE AP P R k
PROVED:
GDN
WEB NE
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE •
IF NOT ONE INCH
SCALE ACCORDINGLY
JPPORT
PER -RESISTANT
TORX SCREW
-YP
DETAIL - STAINLESS STEEL MID RAIL BASE PLATE
SCALE: 3"=1'-0"
R-420237
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CITY OF GENE COULON MEMORIAL BEACH PARK
RENTON TRESTLE BRIDGE REPLACEMENT
SECTIONS &DETAILS -SHEET 6
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
S-13
SHEET. 41 OF,
45
N
O
C:)
O
T
a
J
C'7
C'7
O
O
O
O
T
n
O
0
W
SCALE: 3/4"=1'-0"
V-3 3/4"
EQ PIPE OD + 1/4" EQ
rB
I I
PL 1/2
I I
I I
I � I
3/4"0 EPDXY I I
I I
ANCHOR, TYP
-E3-
P L 1/2
U
ai
i.i
Q
N
0
0
co 1 DETAIL — PIPE BRACKET
o - SCALE:3"=V-0"
N
U
0
C
O
O�
LO
LO
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
c�
J
ABUTMENT
PILE
nl Anun A!- RA
1 0 1 2
3/4" = 1'-0"
scale feet
MATCH FLANGE
BOLT SPA & DIA
211
TYP
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
SEE 2
1"
SECTION — PIPE BRACKET
SCALE: 3"=1'-0"
NO.
STEEL GIRDER
REVISION
> R, T`
m
PIPE I AV I FlkI(,TI-I
DECKING
GRATING SUPPORT, TYP
WATERLINE PIPE SUPPORT NOTES:
1. COORDINATE WITH GUIDED PIPE SUPPORT MANUFACTURER,
INSULATED PIPE MANUFACTURE AND ADJUST THE ELEVATION
OF THE C6 FOR THE PIPE TO PASS THROUGH THE
DIAPHRAGMS.
D PIPE 2. RESTRAINED PIPE SUPPORT IS A PIPE SHIELD MODEL B 4200
GUIDED INSULATED PIPE SUPPORT (WWW.PIPESHIELDS.COM),
OR ENGINEER APPROVED EQUAL.
=RIOR GIRDER BEYOND 3. MAXIMUM GAP WIDTH BETWEEN GIRDER AND C6 SHALL BE
1/4"
ELEVATION — WATERLINE PIPE SUPPORT
SCALE: 3/4"=1'-0"
1 1/ L 1 1/ L
1 0 1 2
3/4" = 1'-0"
scale feet
SECTION - PIPE SUPPORT
SCALE:
SURVEYED:
DESIGNED:
GDN
DRAWN:
AHK
CHECKED:
CSB
BY DATE AP P R APPROVED:
GDN
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE •
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF
RENTON
'PORT
M110%
DETAIL —PIPE SUPPORT
SCALE:
R-420238
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
GENE COULON MEMORIAL BEACH PARK
TRESTLE BRIDGE REPLACEMENT
UTILITY SUPPORT - SECTIONS AND DETAILS
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
S-14
42 45
N
O
O
O
O
T
a
J
m
C'7
O
O
O
O
T
n
unr —
O
W
I—
L
ry
U)
Q
U
Q
U)
D
I
O
0
U
WE
N
0
SCALE:
0
LO
LO
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
c�
J
—OHP—
_ — -H p- -
—21
n
�I
oaf
MENEM
Mon
momom
MEMEN
_ 21
GENE COULON MEMORIAL
BEACH PARK TRESTLE
BRIDGE REPLACEMENT
LAKE WASHINGTON
RENTON SAILING CLUB DOCK
PLAN - ROSE WALL BULKHEAD REPAIR
SCALE: 30 0 30 60
1" = 30'
scale feet
CV ICT TI I\An Cn A V 0 T/ln nllA nrl
EXIST TIMBER 8X8 POST 1 1
1 ELEVATION - ROSE WALL BULKHEAD
XISTTIMBER 4X8 LAGGING BOARD, TYP
APPROX GROUND EL
BEHIND BULKHEAD
APPROX GROUND EL IN
FRONT OF BULKHEAD
REPAIR
1 0 1 2
1"=1'
scale feet
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
APPRC
BEHIN
4*OPF17
\^k+
0
EXIST PARK TRAIL
EXIST TIMBER ROSE WALL BULKHEAD
SEE 1
cvlcT Tlnnncn ^.X8 TOP BOARD
TIMBER 4X8 LAGGING BOARD, TYP
ENTERED ON POST
'PROX GROUND EL IN
,ONT OF BULKHEAD
SECTION - ROSE WALL BULKHEAD REPAIR
SCALE: 1 0 1 2
1"=1'
scale feet
SURVEYED: SCALE:
DESIGNED: 1 "=20' CITY OF
GDN +
AHK
DRAWN: RENTON
ONE INCH
CHECKED: AT FULL SCALE
CSB IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: GDN SCALE ACCORDINGLY
R-420239
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
GENE COULON MEMORIAL BEACH PARK
TRESTLE BRIDGE REPLACEMENT
ROSE WALL REPAIR
z
3
Q
10/26/23
FIELDBOOK: FB
PAGE` PAGE
DRAWING NO:
S-15
43 45
'1 r^_'
VrA/'
L/
C:)
T
U
N
O
O
O
O
T
a
J
C'7
C'7
O
O
O
O
T
N
N
O
N
0
W
m
U)
(1)
IY
U)
Q
U
Q
C0
a
O
Q
0
U
r`
M
CV
co
cli
O AdN CROSS ENGINEERS, INC
r;
923 MILK Jr. Way Phone: (253) 759-0118
O . Tacoma, WA 98405 Job Number: 20-008
z info@crossengineers.com
O
RECORD DRAWING
0 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
IN PART ON INFORMATION PROVIDED BY OTHERS.
CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
c/) LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
Z)
_J
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
EXISTING BRIDGE DEMO ELECTRICAL PLAN
SCALE: 1" = 5-0"
ENL•y
0029060
/STERF'�
ss�ONAL
N0.
RECORD DRAWINGS
G11aY16`1IM101
GRAPHIC SCALE
5 0 5 10
1 "=5'-0"
scale feet
SJK h 1 /17/23 SLH ' SURVEYED:
DESIGNED:
GLW
DRAWN:
JAE
CHECKED:
GLW
BY DATE APPR APPROVES
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
GENERAL NOTES:
1. ELECTRICAL REQUIREMENTS ARE NOT LIMITED TO ELECTRICAL DRAWINGS.
THERE IS ADDITIONAL ELECTRICAL WORK REQUIRED TO BE INCLUDED IN THE
BID, INDICATED ON STRUCTURAL AND CIVIL DRAWINGS AND IN THE
SPECIFICATIONS. CONTRACTOR SHALL REVIEW ALL DRAWINGS, SPECIFICATIONS
AND INCLUDE COSTS FOR ELECTRICAL WORK IN THE BID.
2. CONTRACTOR SHALL REVIEW AND COORDINATE ALL TRENCHING WITH BRIDGE
CONCRETE ABUTMENT CONSTRUCTION. CONDUIT SLEEVES ARE PROVIDED IN
CONCRETE ABUTMENT FOR ELECTRICAL.
3. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL
UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND
LOCATE LINE AT 1-(800)-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR MAINTAINING
ALL LOCATE MARKS ONCE THE UTILITIES HAVE BEEN LOCATED.
4. CONTRACTOR SHALL OBTAIN AND PAY FOR PROJECT ELECTRICAL PERMIT WITH
AUTHORITY HAVING JURISDICTION (AHJ). ALL WORK SHALL COMPLY WITH
CURRENT NATIONAL ELECTRICAL CODE AND WASHINGTON ADMINISTRATIVE
CODE.
5. HAND DIGGING WILL BE REQUIRED. ALL CONDUITS SHALL BE BEDDED 3" MINIMUM
ALL SIDES, IN CLEAN FREE FLOWING, COURSE GRADE SAND AS DEFINED IN ASTM
D 2487. COMPACT TO 95%. PROVIDE ELECTRICAL WARNING TAPE 12" BELOW
FINISHED GRADE OVER CONDUITS.
ELECTRICAL NOTES:
F:::___ REMOVE EXISTING 1-1/2"PVC CONDUIT AND WIRE SURFACE MOUNTED TO UNDERSIDE OF
EXISTING BRIDGE TO BE REMOVED. PRIOR TO BRIDGE DEMOLITION FIELD VERIFY POWER
SOURCE FOR SITE LIGHTING AND SAFE -OFF. IN EACH HANDHOLE DISCONNECT AND
REMOVE ALL WIRING CROSSING BRIDGE TO BE REMOVED. PROVIDE WATER TIGHT CAPS
ON EXISTING WIRES REMAINING UNTIL NEW BRIDGE CONSTRUCTION IS COMPLETED.
CITY OF
RENTON
R-420240
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
GENE COULON MEMORIAL BEACH PARK
TRESTLE BRIDGE REPLACEMENT
EXISTING BRIDGE DEMO ELECTRICAL PLAN
DATE:
F 1L B/17/20
PAGE: PAGE
DRAWING NO:
E-1
SHEET: OF:
— 38
LO
N
LO
O
O
T
N
U
C0
C'7
O
O
O
O
1
T
N
rr
n
N
O
N
0
W
r,
M
N
co
O ,
N CROSS ENGINEERS, INC
923 MILK Jr. Way Phone: (253) 759-0118
O Tacoma, WA 98405 Job Number: 20-008
z info@crossengineers.com
E
O
16
RECORD DRAWING
U0 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
>, IN PART ON INFORMATION PROVIDED BY OTHERS.
-0 CHANGES SHOWN HAVE BEEN PROVIDED BY THE
> CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE
u) LICENSED ENGINEER OR LANDSCAPE ARCHITECT.
J
n AIntl r%I rr%/r f�A nT IKI 1'%r%. IP%r1rTr T%lr-%I %A1 rA t' l I
WSP USA Inc.
33301 9th Avenue South
Suite 300
Federal Way, WA 98003-2600
TEL: (206) 431-2300
FAX: (206) 431-2250
� � Z
002 s06o ��
�FG/STER��
ss/ONAL
N0.
NEW BRIDGE ELECTRICAL PLAN
SCALE: 1" = 5'-0"
ELECTRICAL NOTES:
CLEAN HANDHOLE LID AND FRAME. REMOVE RUST AND PAINT ATTACH 3/4" C-CHANNEL (HOT DIP GALVANIZED) WITH
WITH COLD GALVANIZED PAINT (2 COATS). WELD NEW GROUND STAINLESS STEEL HARDWARE TO UNDERSIDE OF GRATING.
LUGS TO FRAME AND LID. PROVIDE #8 BARE COPPER GROUND SEE STRUCTURAL SHEET S4 FOR GRATING SUPPORT
WIRE TO LID AND FRAME WITH WATER TIGHT SPLICE FROM DETAIL. PROVIDE STAINLESS STEEL CONDUIT SUPPORTS
GROUND WIRE SERVING LIGHTS. FROM C-CHANNEL ON MAXIMUM 5'-0" CENTERS.
SEE STRUCTURAL FOR 2-1/2" ID SLEEVE (BLOCKOUT) LOCATION
IN CONCRETE ABUTMENT.
PROVIDE 1-1/2" SEISMIC COUPLING (APPLETON OR EQUAL) ON
EACH SIDE OF CONCRETE ABUTMENT.
GRAPHIC SCALE
5 0 5 10
1 "=5'-0"
scale feet
GRAPHIC SCALE
BRIDGE ELECTRICAL ELEVATION 1"=5'-0" 5 0 5 10
SCALE: 1" = 5-0" scale feet
RECORD DRAWINGS
G4aTJ6`11011L1
SJK 11/17/23 SLH SURVEYED:
DESIGNED:
GLW
DRAWN:
JAE
CHECKED:
GLW
BY DATE APPR APPROVED:
SLH
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
GAT Y 0.41
PFNT02
CITY OF
RENTON
PROVIDE TWO(2) EXPANSION COUPLINGS IN PVC CONDUIT
RUN BELOW BRIDGE. SPACE EQUALLY.
R-420240
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
GENE COULON MEMORIAL BEACH PARK
TRESTLE BRIDGE REPLACEMENT
NEW BRIDGE ELECTRICAL PLAN AND ELEVATION
DATE:
1 1 /17/20
FIELDBOOK: —
PAGE: PAGE
DRAWING NO:
E-2
SHEET: OF:
— 38
LO
LO
O
T
N
U
co
co
O
O
O
O
T
rr
n