HomeMy WebLinkAboutCONSOLIDATED_C25000233_Renton Market_CCP_20251002BU
R
N
E
T
T
A
V
E
S
WELLS AVE S
BU
R
N
E
T
T
P
L
S
MILL AVE S
N RIVERSIDE DR
MAIN AVE S
S 2ND ST
S 2ND ST
N 1ST ST
CEDAR AVE S
WIL
L
I
A
M
S
A
V
E
S
BURNETT AVE S
SHATTUCK AVE S
MORRIS AVE S
S 3RD ST
MORRIS AVE S
S 3RD ST
S TOBIN ST
WE
L
L
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
S 4TH ST
MO
R
R
I
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
BURNETT AVE S
S 3RD PL
MIL
L
A
V
E
S
HOUSER WAY SWILLIAMS AVE S
S 4TH ST
HOUSER WAY S
LOGAN AVE S
S 3RD ST
S 2ND ST
BURNETT AVE S
S 2ND ST
BURNETT AVE S
S 3RD ST
S 2ND ST
N RIVERSIDE DR
S TOBIN ST
S 4TH ST
SM
I
T
H
E
R
S
A
V
E
S
WILLIAMS AVE S
S 3RD ST
PELLY AVE N
MAIN AVE S
S 4TH ST
WILLIAMS AVE S
HOUSER WAY S
LO
G
A
N
A
V
E
S
MILL AVE S
WHITWORTH AVE S
MAIN AVE S
WELLS AVE S
S 4TH ST
BRONSON WAY N
S 3RD ST
S 4TH ST
MA
I
N
A
V
E
S
WILLIAMS AVE S
S 4TH ST
S 3RD ST S 3RD ST
WHITWORTH AVE S
SMITHERS AVE S
WELLS AVE S
WH
I
T
W
O
R
T
H
A
V
E
S
S 2ND ST
HOUSER
W
A
Y
S
WILLIAMS AVE S
S 2ND ST
LOGAN AVE S
S 2ND ST
MAIN AVE S
S 2ND ST
HOUSER WAY S
S TOBIN STS TOBIN ST
MORRIS AVE S
WELLS AVE S
WELLS AVE S
N 1ST ST
SHATTUCK AVE S
S 4TH PL
HOUSER WAY S
HOUSER WAY S
SHATTUCK AVE S
BRONSON WAY N
MAIN AVE S
S 3RD ST S 3RD ST
BRONSON WAY N
S 2ND STS 2ND ST S 2ND ST
SMITHERS AVE S
S 2ND ST S 2ND ST
I-405 FWY
PROJECT
LOCATION
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
VICINITY MAP
1" = 500'±RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
COVER
R-433401
2025-07-15
REGIONAL FIRE AUTHORITY
cthomas 08/12/2025
APPROVED
amorganroth
08/12/2025
CURRENT PLANNING
Surface Water Enginering
jfarah 08/12/2025
WASTEWATER UTILITY
jstowell 08/13/2025
DEVELOPMENT ENGINEERING
msippo 08/13/2025
WASTEWATER UTILITY
jstowell 08/13/2025
WATER UTILITY
ABDOUL GAFOUR 08/13/2025
BU
R
N
E
T
T
A
V
E
S
WELLS AVE S
BU
R
N
E
T
T
P
L
S
MILL AVE S
N RIVERSIDE DR
MAIN AVE S
S 2ND ST
S 2ND ST
N 1ST ST
CEDAR AVE S
WIL
L
I
A
M
S
A
V
E
S
BURNETT AVE S
SHATTUCK AVE S
MORRIS AVE S
S 3RD ST
MORRIS AVE S
S 3RD ST
S TOBIN ST
WE
L
L
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
S 4TH ST
MO
R
R
I
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
BURNETT AVE S
S 3RD PL
MIL
L
A
V
E
S
HOUSER WAY SWILLIAMS AVE S
S 4TH ST
HOUSER WAY S
LOGAN AVE S
S 3RD ST
S 2ND ST
BURNETT AVE S
S 2ND ST
BURNETT AVE S
S 3RD ST
S 2ND ST
N RIVERSIDE DR
S TOBIN ST
S 4TH ST
SM
I
T
H
E
R
S
A
V
E
S
WILLIAMS AVE S
S 3RD ST
PELLY AVE N
MAIN AVE S
S 4TH ST
WILLIAMS AVE S
HOUSER WAY S
LO
G
A
N
A
V
E
S
MILL AVE S
WHITWORTH AVE S
MAIN AVE S
WELLS AVE S
S 4TH ST
BRONSON WAY N
S 3RD ST
S 4TH ST
MA
I
N
A
V
E
S
WILLIAMS AVE S
S 4TH ST
S 3RD ST S 3RD ST
WHITWORTH AVE S
SMITHERS AVE S
WELLS AVE S
WH
I
T
W
O
R
T
H
A
V
E
S
S 2ND ST
HOUSER
W
A
Y
S
WILLIAMS AVE S
S 2ND ST
LOGAN AVE S
S 2ND ST
MAIN AVE S
S 2ND ST
HOUSER WAY S
S TOBIN STS TOBIN ST
MORRIS AVE S
WELLS AVE S
WELLS AVE S
N 1ST ST
SHATTUCK AVE S
S 4TH PL
HOUSER WAY S
HOUSER WAY S
SHATTUCK AVE S
BRONSON WAY N
MAIN AVE S
S 3RD ST S 3RD ST
BRONSON WAY N
S 2ND STS 2ND ST S 2ND ST
SMITHERS AVE S
S 2ND ST S 2ND ST
I-405 FWY
PROJECT
LOCATION
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
VICINITY MAP
1" = 500'±RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
COVER
R-433401
1
1
2025-09-15
WATER UTILITY
JValdez 09/17/2025
AMorganroth
09/22/2025
CURRENT PLANNINGDEVELOPMENT ENGINEERING
msippo 10/02/2025
NOTESCall 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES:
(STD PLAN 268.00)
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 APPLICANT 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 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.
5. 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.
6. 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.
7. 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.
8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF
SHALL BE DISPOSED OF PROPERLY.
9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET
ANTICIPATED 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 PROVIDE ADDITIONAL ESC BMPS,
OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES
AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM
DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER
FACILITIES.
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.
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. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE
MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE
TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT
STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT
LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
19.AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON- SITE BMPS
(AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND
PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.
20. 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.
21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT
SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND
STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR
FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR
OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED
AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL.
MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.
22. 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.
CITY OF RENTON WASTEWATER UTILITY STANDARD NOTES
(STD PLAN 413)
1.ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION
OF THE WSDOT/ APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE
CITY OF RENTON STANDARD PLANS& SPECIFICATIONS.A SET OF APPROVED PLANS SHALL BE
KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988.
HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/ 1991 UNLESS OTHERWISE
APPROVED BY THE CITY. BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE
APPROVED PLANS.
3.A PRE- CONSTRUCTION CONFERENCE AND A 24- HOUR NOTICE SHALL BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO SECURE
ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING
CONSTRUCTION. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT
SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24
HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
4.THE HOURS OF WORK IN THE STREET RIGHT- OF- WAY SHALL BE PER CITY SPECIFICATIONS ON
WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT.
AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK
WITHIN THE PUBLIC RIGHT- OF-WAY.
5.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE
IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.
6.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTOR' S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS
OF RCW 19. 122. A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR
TO STARTING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON
SITE AT ALL TIMES.
7.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE
AVERAGE DEPTH OF 12- INCHES, MAXIMUM DEPTH 18- INCHES, THOROUGHLY COMPACTING EACH
LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR
ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS
TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR
TRENCH BACKFILL( 9- 03. 19).
8.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE( PVC) RUBBER- GASKETED ASTM D 3034,
SDR 35, C900/ C905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY.
9.SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE( WALL, BUILDING
FOUNDATION, ETC.) UNLESS APPROVED BY THE CITY. IF A SANITARY SEWER IS TO BE LOCATED
UNDER ANY STRUCTURE( WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH
STANDARD DETAIL 412.
10.OPEN- CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS
SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE( WSDOT SPECIFICATION 9-03. 9(
3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY.
11.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION
OF THE WSDOT/ APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE
CITY IN THE RENTON STANDARD PLANS& SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM
GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY
DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405.
12.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE CITY FOR THE PREVENTION OF ON- SITE EROSION BOTH DURING
CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE
CURRENT SURFACE WATER DESIGN MANUAL.
13.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE
SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
R-433402
2025-07-15
DEVELOPMENT ENGINEERING
msippo 08/13/2025
NOTESCall 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
CITY OF RENTON CCTV INSPECTION STANDARD NOTES:
1.ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) SANITARY SEWER
AND STORM DRAIN MAIN LINES SHALL BE INSPECTED BY MEANS OF REMOTE CCTV. CCTV
INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY OF RENTON INSPECTOR
ASSIGNED TO THE PROJECT PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS,
GUTTERS, AND/ OR PAVEMENT.
2.THE CONTRACTOR SHALL PERFORM ALL CCTV INSPECTIONS IN ACCORDANCE WITH THE
NATIONAL ASSOCIATION OF SEWER SERVICE COMPANIES ( NASSCO) PIPELINE ASSESSMENT
CERTIFICATION PROGRAM ( PACP).
3.ALL CCTV OPERATORS SHALL HAVE CURRENT NASSCO PACP CERTIFICATION.
4.CCTV INSPECTIONS SHALL BE RECORDED IN A GRANITENET COMPATIBLE FORMAT DATABASE
USING THE LATEST SOFTWARE VERSION AND SUBMITTED WITH ELECTRONIC LINKS BETWEEN
THE DATA AND THE VIDEO ON AN EXTERNAL HDD, DVD, OR FLASH DRIVE.
5.ALL CCTV INSPECTION REPORTS SHALL BE WITHIN +/- TWO ( 2) FEET OF THE MEASURED LINEAR
FOOTAGE BETWEEN MANHOLES ALONG THE EXISTING PIPELINE CENTERLINE FROM THE START
OF PIPE TO END OF PIPE.
6.ALL OWNER AND PACP REQUIRED HEADER INFORMATION MUST BE FULLY AND ACCURATELY
ENTERED ON ALL CCTV REPORTS. WORK NOT FOLLOWING THESE SPECIFICATIONS WILL BE
REJECTED AND THE CONTRACTOR SHALL BE REQUIRED TO RE- CCTV THE WORK.
7.THE DOCUMENTATION OF THE WORK SHALL CONSIST OF PACP CCTV REPORTS, PACP DATABASE,
LOGS, ELECTRONIC REPORTS, ETC. NOTING IMPORTANT FEATURES ENCOUNTERED DURING THE
INSPECTION. THE SPEED OF TRAVEL SHALL BE SLOW ENOUGH TO INSPECT EACH PIPE JOINT,
TEE CONNECTION, STRUCTURAL DETERIORATION, INFILTRATION AND INFLOW SOURCES, AND
DEPOSITS, BUT SHOULD NOT, AT ANY TIME, BE FASTER THAN 30 FEET PER MINUTE, EXCEPT AS
NOTED OTHERWISE IN THIS DOCUMENT.
8.THE CAMERA MUST BE CENTERED IN THE PIPE TO PROVIDE ACCURATE DISTANCE
MEASUREMENTS TO PROVIDE LOCATIONS OF FEATURES IN THE SEWER AND THESE FOOTAGE
MEASUREMENTS SHALL BE DISPLAYED AND DOCUMENTED ON THE VIDEO. ALL PACP
OBSERVATIONS SHALL BE IDENTIFIED BY AUDIO AND ON A PACP LOG. ALL VIDEO MUST BE
CONTINUOUSLY METERED FROM MANHOLE TO MANHOLE. ALL VIDEO RECORDING SHALL BE
CONTINUOUS FROM STRUCTURE TO STRUCTURE WITH NO " PAUSING" OF THE VIDEO RECORDING
DURING EACH PIPELINE INSPECTION. THE PIPE SHALL BE CLEANED PRIOR TO THE CCTV
INSPECTION TO ENSURE ALL DEFECTS, FEATURE, AND OBSERVATIONS ARE SEEN AND LOGGED.
9.JUST PRIOR TO BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA IS IN PLACE AND
RECORDING, WATER ( CONTAINING DYE) SHALL BE INTRODUCED INTO THE UPSTREAM MANHOLE
OF EACH PIPE SEGMENT UNTIL IT IS OBSERVED AND RECORDED FLOWING PAST THE CAMERA' S
FIELD OF VISION IN ITS ENTIRETY.
10.THE CCTV CAMERA SHALL HAVE A WATER- LEVEL MEASURING DEVICE ( BALL, CYLINDER, ETC.)
ATTACHED THAT HAS 1/4" MARKINGS TO SHOW THE DEPTH OF WATER IN THE PIPE DURING THE
CCTV INSPECTION.
11.ALL MANHOLES SHALL BE CHANNELED AND COATED PRIOR TO CCTV INSPECTION.
12.PER CITY OF RENTON SPECIFICATION 7-08. 3(2)B, SEWER AND STORM DRAIN PIPELINE SHALL
HAVE NO MORE THAN 1/2" OF PONDING TO BE CONSIDERED ACCEPTABLE.
CITY OF RENTON SURFACE WATER STANDARD NOTES:
(STD PLAN 267.00 AND 267.10)
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 APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND
FEDERAL PERMITS PRIOR TO CONSTRUCTION.
3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN
ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN
MANUAL ( RENTON SWDM), RENTON MUNICIPAL CODE ( RMC), AND THE STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT
AND THE AMERICAN PUBLIC WORKS ASSOCIATION ( APWA). IT SHALL BE THE SOLE
RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION
FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO
ADDITIONAL COST TO THE CITY.
4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT
CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION ( E.G. WATER, SEWER, GAS,
ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING
WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO
CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED
ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL
REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.
5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS
IN PROGRESS.
6.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY
FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE
CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE
RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT' S CONTRACTOR TO
INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO
FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE
AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE
AS- BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO
THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF
RECORD IF A CONFLICT EXISTS.
7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 ( WA STATE
PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK,
DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS.
8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95%
MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL
TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER
INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO
CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY.
9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED
UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS.
ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION
STANDARDS.
10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE
START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE
CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE
GRADE AS STAKED.
11.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN
CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE
CITY.
12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR
ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND
COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE
LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL
PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220. 00,
220. 10, AND 220. 20.
13.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5
INSIDE AND OUTSIDE.
14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED
WITH DUCTILE IRON, BOLT- LOCKING LIDS PER THE CITY STANDARD PLAN 204. 10, 204. 20, 204.
30, 204. 40, AND 204. 50. STRUCTURES SHALL HAVE:
·RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE
OF THE ROADWAY.
·ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE
ROADWAY, BUT OUTSIDE OF THE CURB/ GUTTER LINE.
·ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT- OF-
WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC
RIGHT- OF- WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO.
15.BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1
EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM.
16.LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF- WAY SHALL NOT BE
ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/ CATCH BASIN RIMS SHALL
BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.
17.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT- OF- WAY SHALL BE OF SUFFICIENT
LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE
BOTTOM OF THE DITCH.
18.ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF
SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE
FOLLOWING SPECIFICATIONS:
•4 - 8 INCH ROCK / 40 - 70% PASSING;
•2 - 4 INCH ROCK / 30 - 40% PASSING; AND
•LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
19.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE
INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE
CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY
THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON- SITE BMPS.
20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A
BOLT- LOCKING LID MARKED " STORM” OR " DRAIN" SHALL BE LOCATED AT THE PROPERTY
LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE
SYSTEM PER THE CITY STANDARD PLAN 227. 00.
21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR
LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY
PRIOR TO CONSTRUCTION.
22.ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) STORM
CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO
THE CITY STANDARD PLAN 266. 00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED
TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/
OR PAVEMENT.
23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN
ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN
THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE
TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED.
24.FOR ALL DISTURBED PERVIOUS AREAS ( COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE
DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE
AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL
WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264. 00.
25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE
THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/ OR LIABILITY CONNECTED
WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE
PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING
CONSTRUCTION.
26.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY
OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND
TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE
PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT- OF- WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY.
ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC
CONTROL SHALL APPLY.
27.PROJECTS LOCATED WITHIN THE CITY' S AQUIFER PROTECTION AREA ( APA) SHALL COMPLY
WITH SPECIAL REQUIREMENT # 6 OF THE RENTON SWDM AND AQUIFER PROTECTION
REGULATIONS ( RMC 4-3-050).
28.PLACEMENT OF SURFACE APPURTENANCES ( CATCH BASIN/ MANHOLE LIDS, CLEANOUTS,
INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET
TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER
POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE
FITTED WITH A NON- SLIP OR NON- SKID LID PER ADA REQUIREMENTS.
29.CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE
MAINTAINED BY THE APPLICANT.
30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE
RENTON SWDM.
31.CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A
MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS
BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM
RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT.
COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER
IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER
PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE
MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE
FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER
ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS ( E.G., PARKING AREAS), TESTING
OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER
TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS
SHALL BE TESTED USING ASTM C1781.
R-433403
2025-07-15
DEVELOPMENT ENGINEERING
msippo 08/13/2025
NOTESCall 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
CONTRACTOR IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED AROUND
ACTIVE PSE GAS AND ENERGIZED FACILITIES THAT ARE SERVING EXISTING CUSTOMERS.
CONTRACTOR SHALL COORDINATE WITH PSE TO DETERMINE WHICH FACILITIES ARE
ACTIVE AND ENERGIZED AND SHALL IMPLEMENT SAFETY PROCEDURES PER PSE
REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH PSE TO ENSURE THAT FACILITIES
ARE IN PLACE TO MAINTAIN SERVICE TO CUSTOMERS THROUGHOUT CONSTRUCTION.
AD AREA DRAIN
AVE AVENUE
CB CATCH BASIN
CL CENTER LINE
COR CITY OF RENTON
CSBC CRUSHED SURFACE BASE COURSE
DEMO DEMOLISH
DI DUCTILE IRON
ELECT ELECTRICAL
EL/ELEV ELEVATION
EX/EXIST EXISTING
FD FRENCH DRAIN
FH FIRE HYDRANT
GB GRADE BREAK
GI GREASE INTERCEPTOR
HMA HOT MIX ASPHALT
IE INVERT ELEVATION
IRR IRRIGATION
LF LINEAR FOOT
LS LANDSCAPE/LANDSCAPING
MAX MAXIMUM
MIN MINIMUM
NTS NOT TO SCALE
PLUMB PLUMBING
POC POINT OF CONNECTION
ROW RIGHT OF WAY
SD STORE DRAIN
SS SANITARY SEWER
STD STANDARD
TYP TYPICAL
W WATER
#NUMBER
ABBREVIATIONS:BASIS OF DESIGN:
CIVIL DESIGN IS BASED ON THE FOLLOWING DOCUMENTS:
TOPOGRAPHIC SURVEY PROVIDED BY KPG PSOMAS, DATED 2025-04-03
ARCHITECTURAL BACKGROUNDS PROVIDED BY GRAHAM BABA ARCHITECTS
LANDSCAPE BACKGROUNDS PROVIDED BY HEWITT
GEOTECHNICAL CONDITIONS DOCUMENTED IN GEOTECHNICAL REPORT BY ASSOCIATED EARTH
SCIENCES, DATED 2024-10-31
R-433404
PROVIDE KC METRO A MINIMUM 30 DAY NOTICE BEFORE
CONSTRUCTION BEGINS. CONTACT DAVE KORTHALS –
SOUTHEAST DISTRICT PLANNER - TRANSIT ROUTE FACILITIES -
MOBILITY DIVISION – TRANSIT DEPARTMENT
201 S. JACKSON ST. - MS: KSC-TR-0413 - SEATTLE, WA 98104-3856
206-477-5776
LEGEND:
LIMITS OF WORK
RIGHT-OF-WAY LINE
STORM DRAINAGE PIPE (SD)
ROOF DRAIN (RD)
FRENCH DRAIN (FD)
TRENCH DRAIN (TD)
SANITARY SEWER PIPE (SS)
FLOW DIRECTION
LIGHTING CONDUIT (ELEC)
AREA DRAIN (AD)
CATCH BASIN (CB), TYPE 1
CLEANOUT (SSCO, SDCO, CO)
PIPE FLOW DIRECTION
PEDESTRIAN CONCRETE PAVEMENT
VEHICULAR CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
PERMEABLE SURFACING AT EXISTING TREE, REFER TO LS PLANS
PERMEABLE SURFACING AT PROPOSED TREE, REFER TO LS PLANS
LANDSCAPING, REFER TO LS PLANS
FLUSH CURB
VERTICAL CURB
REMOVABLE BOLLARD, REFER TO LS PLANS
2025-07-15
DEVELOPMENT ENGINEERING
msippo 08/13/2025
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
••
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
1
C2.50
2
C2.50
4
C2.50
3
C2.50
S 3RD ST
BU
R
N
E
T
T
A
V
E
S
RENTON MARKET
PARCEL
#5696000055
LO
G
A
N
A
V
E
S
PARCEL
#5696000050
SP
U
P
A
R
C
E
L
#0
0
0
7
2
0
-
0
1
8
8
DEMO EXIST CURB,
TYP
PROTECT EXIST STREET
LIGHT TO REMAIN, TYP
PROTECT ELEC, COMM, AND
WATER INFRASTRUCTURE
SAWCUT PAVEMENT
FOR DRIVEWAY AND
BOLLARDS
PROTECT EXIST
POWER, TYP
PROTECT EXIST
GAS LINE, TYP
PROTECT EXIST
BUILDING AND
FOUNDATION, TYP
SAWCUT PAVING FOR SOUTH
ENTRY VESTIBULE, REFER TO
ARCH PLAN FOR LIMITS
EXIST RENTON
TRANSIT CENTER
REMOVE STRIPING AND
SIGNAGE FOR EVENT PARKING
STALLS. RELOCATE EVENT
PARKING SIGNAGE.
DEMO EXIST DRAIN AND ASSOCIATED SD
PIPES, TEMPORARILY REROUTE FLOWS
AS NEEDED
REMOVE STRIPING FOR
PARKING STALLS, TYP
PROTECT EXIST PARKING
SIGNAGE, UNLESS
OTHERWISE NOTED
PROTECT EXIST EVENT PARKING
SIGNAGE, AND AUTHORIZED VEHICLE
SIGNAGE. RELOCATE 2HR PARKING
SIGNAGE REFER TO C3.00
CAP PIPE, TYP
LIMITS OF WORK,
TYP
RIGHT-OF-WAY LINE,
TYP
REMOVE BOLLARDS
SAWCUT TO THE
NEAREST JOINT,
TYP
PROTECT EXIST FOUNTAIN
STRUCTURE AND STONE WALLS,
REFER TO LS PLAN FOR DETAILS
EXIST CONCRETE PAVING TO
REMAIN, TYP
CATCH BASIN
INSERT, TYP
PROTECT
EXIST FH, TYP
PROTECT EXIST
WATER METER AND
INFRASTRUCTURE
STRAW WATTLE,
TYP
EXIST WATER FEATURE TO BE DEMOLISHED. CUT AND
CAP WATER SUPPLY AND DRAINS FOR THE EXIST WATER
FEATURE. REMOVE ALL ASSOCIATED UTILITY VAULTS.
PROTECT EXIST SITE
WALL AND ASSOCIATED
LANDSCAPE BOULDERS,
REFER TO LS PLANS FOR
DETAILS
CUT AND CAP WATER
SUPPLY AND DRAINS FOR
THE EXIST WATER FEATURE
EXIST DRINKING FOUNTAIN
TO BE SALVAGED AND
REUSED, REFER TO SHEET
C3.01 AND LS PLAN
PROTECT SPU MAINS AND
ASSOCIATED VAULTS, TYP
SAWCUT TO
THE NEAREST
JOINT, TYP
PROTECT EXIST ELECT,
LIGHTING, AND CONDUITS
UNLESS NOTED TO BE
DEMOLISH ON ELECT
PLANS, TYP
REFER TO LS
FOR LS DEMO,
TYP
RETIRE AND REMOVE EXIST
WATER METER. CAP EXIST
WATER SERVICE.
REMOVE EXIST LIGHT POLES AND
ASSOCIATED HH'S. PROTECT CONTINUATION
OF CONDUITS FOR LIGHTING TO REMAIN.
1
1
1
TEMPORARY
CONSTRUCTION
FENCE
STOCKPILE AREA
NORTH CONSTRUCTION
ACCESS WITH WHEEL
WASH
CONSTRUCTION ACCESS WITH
WHEEL WASH
PROTECT EXIST UTILITIES,
SIDEWALK, CURB, AND ROADWAY
DEMO AND CAP
EXIST SS PIPE
REFER TO LS PLANS FOR
TREE PROTECTION, TYP
EXIST TRANSIT STATION ADA
STALL TO REMAIN, PROTECT
STRIPING AND SIGNAGE
PROTECT EXIST
WATER METER AND
INFRASTRUCTURE, TYP
CAP AND DEMOLISH SS
UPSTREAM FROM PROP WATER
DRINKING FOUNTAIN POC
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
0
1 inch = 20 feet
10'20'40'
LEGEND:
DEMO AND TESC PLAN
R-433405
RIGHT-OF-WAY LINE
LIMITS OF WORK
STRAW WATTLE
TEMPORARY CONSTRUCTION FENCE
CATCH BASIN INSERT
SAWCUT LINE
REMOVE EXISTING STRUCTURE
DEMOLISH EXISTING CURB
DEMOLISH EXISTING UTILITY
DEMOLITION NOTES:
1 REMOVE AND DEMOLISH AREA
DRAIN AND ASSOCIATED
STORM DRAINAGE PIPES.NOTES:
1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.
REFER TO LANDSCAPE PLANS FOR TREE REMOVAL AND TREE PROTECTION.
REFER TO ELECTRICAL FOR LIGHTING DEMOLITION.
2.CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES AND CONDUCT EXISTING BUILDING/SITE PRE-CONSTRUCTION
SURVEYS NECESSARY, PRIOR TO DEMOLITION OR CONSTRUCTION ACTIVITIES.
3.PROTECT ALL UTILITIES AND SURFACE IMPROVEMENTS ONSITE, WITHIN THE RIGHT OF WAY, AND ON ADJOINING PROPERTIES UNLESS
OTHERWISE NOTED. DEMOLISH OR ABANDON UTILITIES, AS NOTED ON PLAN, PER COR STANDARD REQUIREMENTS.
4.CONTRACTOR SHALL OBTAIN AND PAY FOR NECESSARY PERMITS TO EXECUTE DEMOLITION, INCLUDING PERMIT TO USE PUBLIC WATER
SUPPLY FOR DUST SUPPRESSION.
5.CONTRACTOR SHALL PROVIDE TRAFFIC AND PEDESTRIAN REROUTES AND CONTROL AS NECESSARY TO COMPLETE THE WORK, AND
OBTAIN APPROVAL FROM THE CITY PRIOR TO BEGINNING WORK.
6.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT AND SEDIMENT-LADEN RUNOFF FROM LEAVING THE SITE AND SHALL
INSTALL, MAINTAIN, AND UPGRADE EROSION AND SEDIMENT CONTROL (ESC) FACILITIES AND BMPS AS NECESSARY TO ADDRESS FIELD
CONDITIONS, STORM EVENTS, AND THE PROGRESSION OF WORK DURING THE CONSTRUCTION PERIOD. THE ESC FACILITIES SHOWN ON
THE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS; THESE MEASURES SHALL BE AMENDED,
RELOCATED, AND/OR UPGRADED AS NEEDED, INCLUDING THE ADDITION OF PUMPS IF NECESSARY, TO PREVENT SEDIMENT AND
SEDIMENT-LADEN WATER FROM LEAVING THE SITE AND TO PREVENT EROSION AND DAMAGE TO SUBGRADE. ALL EROSION AND
SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH COR REQUIREMENTS.
7.FENCE LIMITS SHOWN ARE APPROXIMATE AND SHALL BE ADJUSTED AS NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH THE
WORK. PREVENT DISTURBANCE AND DAMAGE BEYOND THE LIMITS OF WORK.
8.STORMWATER RUNOFF AND DEWATERING FLOWS, IF GENERATED, SHALL BE DIRECTED TO TEMPORARY PUMPS FOR CONVEYANCE TO
TREATMENT SYSTEM. CONTRACTOR SHALL FIELD LOCATE AND SIZE PUMPS TO ACCOMMODATE FLOWS ENCOUNTERED. CONTRACTOR
SHALL SUPPLY BACKUP PUMPS AS NEEDED.
9.FOR THE CATCH BASINS THAT ARE TO BE REMOVED, PROVIDE CATCH BASIN/INLET PROTECTION UP UNTIL THEY ARE REMOVED.
10.CONTRACTOR SHALL PROVIDE COVER AND CONTAINMENT TO PROTECT DOWNSTREAM SYSTEMS AND SOILS FROM POLLUTANTS
GENERATED DURING, AND AS A RESULT OF CONSTRUCTION ACTIVITIES, AND PREVENT SEDIMENT AND POLLUTANTS FROM LEAVING THE
SITE.
11.ALL TEMPORARY STOCKPILES, CUT SLOPES, AND FILL SLOPES SHALL BE PROTECTED WITH PLASTIC SHEETING, UNLESS STABILIZED BY
OTHER APPROVED METHODS.
12.REMOVE AND DISPOSE OF ALL TESC MEASURES AT THE COMPLETION OF THE PROJECT WHEN ALL DISTURBED AREAS HAVE BEEN FULLY
STABILIZED IN FINAL CONDITION.
13.CITY STREETS AND SIDEWALKS SHALL BE KEPT CLEAN AT ALL TIMES. MATERIAL SHALL NOT BE STORED WITHIN THE RIGHT-OF-WAY, ON
CITY STREETS OR SIDEWALKS WITHOUT A STREET USE PERMIT FROM THE COR.
14.DEMOLITION SHALL BE IN CONFORMANCE WITH APPLICABLE REGULATIONS, CODES, AND DEMOLITION PERMIT REQUIREMENTS.
15.CONTRACTOR SHALL DISPOSE OF EXCESS DEMOLITION MATERIAL OFF-SITE IN A SAFE AND LEGAL MANNER IN ACCORDANCE WITH
APPLICABLE JURISDICTIONS.
16.MAKE VERTICAL SAWCUTS BETWEEN ALL EXISTING PAVEMENT TO REMAIN AND THE PORTION TO BE REMOVED AND PROTECT
PAVEMENT TO REMAIN. REPLACE ANY DAMAGED IMPROVEMENTS IN KIND. PRIOR TO SAWCUTTING, CONTRACTOR SHALL SUBMIT A
CUTTING AND JOINTING PLAN FOR ALL PAVEMENT BEING DISTURBED.
17.ANY DAMAGE RESULTING FROM PROJECT CONSTRUCTION ACTIVITIES TO EXISTING IMPROVEMENTS OR VEGETATION OUTSIDE OF WORK
INDICATED ON PLAN SHALL BE REPAIRED/REPLACED IN KIND AT CONTRACTOR'S EXPENSE AND IN A TIME FRAME DICTATED BY THE
OWNER.
18.IF EXISTING IMPROVEMENTS ARE DISTURBED WITHIN THE RIGHT-OF-WAY BY CONSTRUCTION ACTIVITY, REPLACE PER COR STANDARDS
AND PROJECT PLANS AT CONTRACTOR'S EXPENSE.
19.CONTRACTOR SHALL COORDINATE WITH ALL AFFECTED UTILITY PROVIDERS AND CITY TO CONFIRM SYSTEMS ARE NOT ENERGIZED, TO
KEEP ADJOINING PROPERTY SERVICES UNINTERRUPTED, AND TO PERFORM DEMOLITION ACTIVITIES IN ACCORDANCE TO APPLICABLE
STANDARDS.
20.REMOVE STRIPING ON REMAINING EXISTING PAVEMENT TO INSTALL FULL EXTENTS OF PROPOSED STRIPING AS INDICATED ON PLANS.
REMOVAL OF EXISTING STRIPING SHALL NEGATIVELY IMPACTING EXISTING PAVEMENT TO REMAIN.
21.CONTRACTOR SHALL COORDINATE WITH OWNER FOR EXISTING ITEMS TO BE SALVAGED. SALVAGED ITEMS SHALL BE PROTECTED AND
STORED IN LOCATION ON-SITE, OR AT AN AGREED TO LOCATION, PER OWNER DIRECTION. IF SALVAGED ITEMS ARE TO BE RELOCATED,
INSTALL SALVAGED ITEMS WITHIN LIMIT OF WORK WHERE NOTED ON PLANS. REFER TO LANDSCAPE PLANS FOR ADDITIONAL ITEMS TO
BE SALVAGED.
REMOVE FULL DEPTH CONCRETE
PAVING OR LANDSCAPING
REMOVE EXISTING SITE WALL,
REFER TO LS PLANS
LANDSCAPE REMOVAL,
REFER TO LS PLANS
TREE PROTECTION,
REFER TO LS PLANS
1
1
2025-09-15
DEVELOPMENT ENGINEERING
msippo 10/02/2025
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
1CATCH BASIN INSERT
NTS
2STRAW WATTLE
NTS
DEMO AND TESC DETAILS
R-433406
6'
-
0
"
8'-0" MIN
12'-0" MAX
TWISTED
SELVAGE TOP
AND BOTTOM
NOTES:
1.CHAINLINK FABRIC TO BE MIN 11 GAUGE, GALVANIZED. NO RUSTED OR EXCESSIVELY
MALFORMED FABRIC.
2.FENCE BASES SHALL BE OF SUFFICIENT WEIGHT AND/OR SPREAD TO ADEQUATELY
SUPPORT EACH PANEL.
3.PANEL-TO-PANEL CONNECTIONS SHALL BE MADE AT A MIN TWO LOCATIONS PER
CONNECTION UNLESS OTHERWISE APPROVED.
4.INSTALL 11'-8" X 5'-6" MESH CONSTRUCTION SCRIM PER FENCE PANEL AND/OR
CONSTRUCTION WARNING SIGN 50' OC BASED ON CONSTRUCTION GRAPHIC PLAN.
4
TEMPORARY CONSTRUCTION
CHAINLINK FENCE DETAIL
NTS
3CONSTRUCTION ENTRANCE
NTS
2025-07-15
DEVELOPMENT ENGINEERING
msippo 08/13/2025
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
1
C3.11
LO
G
A
N
A
V
E
S
BU
R
N
E
T
T
A
V
E
S
10+00 11+00 12+00 12+87.13
20
.
5
'
RENTON MARKET
55.0'
22.0'±
EXIST SIDE SEWER,
REFER TO ADD ALT #2
EXIST MH
RIM 35.59
6" IE 31.7 E,N @ CL
REMOVABLE BOLLARD,
REFER TO LS PLAN
TEMPORARY ENCLOSURE,
REFER TO ARCH PLAN
DRIVEWAY ENLARGEMENT
EXIST RENTON
TRANSIT CENTER
EXIST BUILDING, TYP
EXIST TRANSIT CENTER ADA
PARKING STALL,
APPROXIMATE LOCATION.
PROTECT EXIST ADA STALL,
SIGN AND STRIPING .
SERVICE VEHICLE
EGRESS, RIGHT TURN
ONLY
VEHICLE INGRESS AND
EGRESS
WORK LIMITS, TYP
UNMARKED
LOADING ZONE
RIGHT-OF-WAY LINE
TYP
REMOVABLE BOLLARD
MOUNTING BASE PLATE,
REFER TO LS PLAN
1
C3.12
SIDE SEWER
ENLARGEMENT
3
C3.20SS LINE 10
EXIST SS CO AND
SIDE SEWER,
REFER TO ADD ALT #2
SS CO,
TYP
3
C4.50RESTRIPE EXIST
PARKING STALLS.
PROTECT EXIST PARKING
SIGNAGE, UNLESS
OTHERWISE NOTED ON C2.00
RELOCATE EXIST EVENT
CENTER SIGN, REUSE EXIST
POLE
RELOCATE EXIST 2 HR
PARKING SIGN TO EXIST
LIGHT POLE
RELOCATE EXIST EVENT
CENTER PARKING SIGN,
INSTALL NEW POLE.
FIXED BOLLARD
TYP
EXIST 4" FIRE
SPRINKLER SUPPLY
LINE, PER COR
EXIST 1" LS IRRIGATION
WATER METER, PER COR
EXIST 1.5" LS DOMESTIC
WATER METER, PER COR
NOTES:
1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.
REFER TO C3.00 FOR CIVIL IMPROVEMENT'S LEGEND AND NOTES.
2.CONTRACTOR SHALL CONFIRM POC'S PRIOR TO CONSTRUCTION WHEN CONNECTING TO EXISTING
SYSTEMS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PRIOR TO CONSTRUCTION, FIELD VERIFY
DOWNSTREAM INVERTS FOR ALL EXISTING SS AND SD PIPES, AREA DRAINS AND CATCH BASINS WITH
PROPOSED UPSTREAM CONNECTIONS. CONFIRM EXISTING OUTLET INVERTS PROVIDE POSITIVE DRAINAGE
FOR ALL UPSTREAM PIPES. PIPES SHALL BE VERIFIED WITH DYE TEST, CCTV, OR OTHER METHOD
COORDINATED AND APPROVED BY CITY OF RENTON. COORDINATE TESTING WITH CITY.
3.PROJECT ASSUMES THAT ALL CITY EXISTING UTILITY INFRASTRUCTURE IS ADEQUATELY SIZED TO
SUPPORT THE PROJECT.
4.PRIOR TO DEMOLITION, CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES TO REMAIN
WITHIN AND ADJACENT TO LIMIT OF WORK.
5.ALL EXISTING PAVEMENT STRIPING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND.
PRODUCTS SHALL BE PER CITY OF RENTON PUBLIC WORKS DEPARTMENT STANDARD PLANS AND
SPECIFICATIONS, AND WSDOT STANDARD PLANS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT A
PAVEMENT RESTORATION PLAN INCLUDING, CUTTING AND JOINTING, FOR ALL PAVEMENT BEING
DISTURBED.
6.FULL DEPTH PAVEMENT REPLACEMENT, AND TRENCH RESTORATION AT UTILITY CUTS, SHALL BE PER CITY
OF RENTON STD DETAILS. PAVEMENT SECTION SHALL BE PER CITY OF RENTON STD DETAILS, OR MATCH
EXISTING WHICHEVER IS GREATER. MATCH EXISTING PAVEMENT MATERIAL PER ASSOCIATED STANDARD
DETAILS. TRENCH AND BACKFILL SHALL BE PER CITY OF RENTON RENTON STD. PLAN 220.20. PEDESTRIAN
CONCRETE PAVEMENT SHALL BE PER CITY OF RENTON STD. PLAN 102. VEHICULAR CONCRETE PAVING
SHALL BE PER CITY OF RENTON RENTON STD. PLAN 110, 110.1 AND 111 AND PROJECT DETAILS.
7.PEDESTRIAN CONCRETE, MINIMUM SECTION:
4" CONCRETE
6" CSBC
REFER TO LANDSCAPE FOR CONCRETE SCORING, COLOR, AND FINISHES.
8.THE RENTON MARKET AND PIAZZA PROJECT IS REQUIRED TO MEET STORMWATER REQUIREMENTS PER
THE 2022 CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM).
8.1.FLOW CONTROL: THE PROJECT PROPOSES MORE THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED
IMPERVIOUS SURFACE AND IS LOCATED IN THE PEAK FLOW RATE CONTROL STANDARD AREA. TARGET
SURFACES DO NOT GENERATE MORE THAN A 0.15-CFS INCREASE IN THE EXISTING SITE CONDITIONS
100-YR PEAK FLOW, THEREFORE FLOW CONTROL IS NOT REQUIRED.
8.2.WATER QUALITY: THE PROJECT PROPOSES LESS THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED
IMPERVIOUS SURFACE (PGIS), AND LESS THAN ¾ ACRES OF POLLUTANT GENERATION PERVIOUS
SURFACE (PGPS), THEREFORE WATER QUALITY IS NOT REQUIRED.
8.3.ON-SITE BMPS: THE PROJECT PROPOSES MORE THAN 2,000-SF OF NEW PLUS IMPERVIOUS SURFACE,
THEREFORE ON-SITE STORMWATER MANAGEMENT (OSM) IS REQUIRED. ALL AVAILABLE OSM BMP'S
WERE EVALUATED AND ARE NOT FEASIBLE FOR THE SITE.
8.4.THE PROJECT IS LOCATED IN AN AQUIFER PROTECTION AREA, THEREFORE STORMWATER MITIGATION
FACILITIES SHALL NOT INFILTRATE AND SHALL BE COLLECTED VIA STORMWATER CONVEYANCE AND
DISCHARGE TO THE CITY MAIN.
9.GREASE INTERCEPTOR SIZE AND VAULT PER MECHANICAL.
10.ELECTRICAL SERVICE FOR THE SITE IS PER ELECTRICAL.
11.STORM, SEWER, AND WATER INFRASTRUCTURE SHALL BE PER CITY OF RENTON STANDARDS AND WSDOT
STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED.
12.STORM DRAINAGE PIPE MATERIAL SHALL BE PER RSWDM TABLE 4.2.1.A2, UNLESS OTHERWISE NOTED.
13.ALL REGULATORY SIGNAGE AND PAVEMENT STRIPING SHALL CONFORM TO CITY OF RENTON AND MUTCD
SPECIFICATIONS.
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
0
1 inch = 20 feet
10'20'40'
ADDITIVE ALTERNATE #2: SIDE SEWER REPLACEMENT
EXISTING SS CO ELEVATION TO BE FIELD VERIFIED. A CCTV INSPECTION OF THE EXISTING SIDE SEWER IS REQUIRED TO
SURVEY CONDITION OF PIPE. A CIPP LINER MAY BE REQUIRED DEPENDING ON THE CONDITION OF THE PIPE. IF EXISTING SS
CO IS AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE OUT OF THE SITE (EXISTING SS PIPE MUST BE AT MIN 2.0% OR
APPROVED BY THE CITY) AND ALLOWS FOR THE ONSITE GREASE INTERCEPTOR PIPING TO BE INSTALLED AT A 1.0%
MINIMUM SLOPE, AND EXISTING PIPE IS IN SUFFICIENT CONDITION THEN EXISTING SS MAY BE USED. IF SIDE SEWER
REPLACEMENT IS REQUIRED, NEW PIPE, CLEANOUT, AND PAVEMENT RESTORATION (INCLUDING FULL CONCRETE PANEL
REPLACEMENT), SHALL BE PER COR STANDARDS.
CIVIL IMPROVEMENT PLAN
R-433407
REFER TO SHEET C3.01 FOR CONTINUATION REFER TO SHEET C3.02 FOR CONTINUATION
2025-07-15
DEVELOPMENT ENGINEERING
msippo 08/13/2025
WATER UTILITY
ABDOUL GAFOUR 08/13/2025
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
37.8
37.
6
37
.
4
37
.
2
37
.
0
36
.
8
36
.
6
36.
8
37.
0
37.
2
3
7
.
4
37.
2
37.4
37.6
37.8
37.6
37.6
37.4
37.2
37.0
36.8
3
C3.51
1
C3.20
2
C3.20
1
C3.10
37
20+00 21+00
PARCEL
#5696000050
LO
G
A
N
A
V
E
S
SP
U
P
A
R
C
E
L
#0
0
0
7
2
0
-
0
1
8
8
3
7
S 3RD ST
8" SD, TYP
17
.
9
'
±
RIGHT-OF-WAY LINE,
TYP
PROP LANDSCAPING,
REFER TO LS PLAN, TYP
PROP SITE SEATING, TYP
REFER TO LS PLANS
CLEAN OUT (CO)
4" IE 35.2 0UT, NE
AD 10 (EXIST)
ADJUST RIM TO FG
PROP LIGHTING ROUTING
(2)-1" PVC CONDUIT
(2)-3
4" PVC CONDUIT
REFER TO ELEC PLANS
PROP LIGHTING ROUTING
(2)-3
4" PVC CONDUITS
(2)-1" PVC CONDUITS
REFER TO ELEC PLANS
INTERCEPT EXIST 3/4"
CONDUIT REFER TO
ELEC PLANS
INTERCEPT EXIST 3
4" CONDUIT TO
SERVICE PROP LIGHT
REFER TO ELEC PLANS
PROP ELEC ENCLOSURE
REFER TO ELEC PLANS
MATCH EXIST
GRADES, TYP
REFER TO LS PLANS FOR
SOFTSCAPE GRADING, TYP
AD 11
CO
4" IE 35.48 0UT, NW
AD 12
PROP LIGHT POLE, REFER
TO LS AND ELEC PLAN, TYP
CONNECT TO EXIST CB
EXIST RIM 35.58 ±
8" IE IN 33.6 ± (N)
EX 12" IE IN 33.6 ± (E)
EX 12" IE OUT 33.6 ± (S)
SDCB 100
AD 20
AD 13
RIM 37.55±
4" IE IN 35.0 (NE)
4" IE OUT 35.0(SE)
66" SPU WATER MAIN
52" SPU WATER MAIN
ELECTROLYSIS TEST STATION, PER
CITY OF SEATTLE STD PLAN 360.
REROUTE EXIST SPU ELECTROLYSIS
TEST STATIONS CONDUIT AND
WIRING TO PROP LOCATION.
COORDINATE WITH SPU.
PROTECT EXIST SPU
CATHODIC PROTECTION
RECTIFIER, TYP
SD LINE 10
SD LINE 20
CONTRACTOR SHALL COORDINATE
WITH SPU PRIOR TO AND DURING
ANY CONSTRUCTION WITHIN THE
SPU PARCEL
12" SPU
WATER MAIN
MATCH EXIST GRADES,
TYP
SOUTH ENTRY
ENLARGEMENT
PEDESTRIAN
CONCRETE PAVING,
REFER TO NOTE 7, TYP
1
C3.13
PIAZZA PARK PIAZZA
PARK GRADING
ENLARGEMENT WEST
LIMITS OF WORK,
TYP
1
C3.51
4" FRENCH DRAIN
(FD), TYP
SLOPE @ 0.5% MIN
PROP PERMEABLE SURFACING
AT EXIST TREE, TYP
EXIST CONCRETE
PAVING TO REMAIN, TYP
PROP FLUSH
CONCRETE CURB, TYP
2
C4.50
PROP PERMEABLE
SURFACING AT PROP TREE,
TYP
2
C4.50
PROP VEHICULAR PAVING,
CONCRETE PANEL
REPLACEMENT, TYP.
REFER TO NOTE 6.
PROP FACE OF CONCRETE
TRAFFIC CURB,
PER COR STD PLAN 101
1
C4.50
PARCEL
#5696000055RELOCATE EXIST
WATER DRINKING
FOUNTAIN, LOCATE
PER LS PLAN
CONNECT DOMESTIC WATER,
AND SS SERVICE TO EXIST
ONSITE INFRASTRUCTURE.
MATCH EXIST SERVICE SIZES
FOR FOUNTAIN. REFER TO
NOTE 2.
4.0'
LO
G
A
N
A
V
E
S
SSCO,
TYP
2
C3.50
EXIST 1" LS IRRIGATION
WATER METER, PER COR 1" DCVA, REFER
TO LS PLANS
1
1
PROP ELEC POC
(1) 2" PVC CONDUIT
LS ELEC RECEPTACLE,
CONNECT TO EXIST CONDUIT,
REFER TO LS AND ELEC PLANS
PROP LIGHT POLE POC, TYP
ELEC JUNCTION BOX, TYPE 1 PER COR STD PLAN
119 AND 120, AND WSDOT STD PLAN J-40.10-04(1)
2" PVC CONDUIT, REFER TO ELEC PLANS
PROP LIGHTING ROUTING
(1) 2" PVS CONDUIT,
REFER TO ELEC PLANS
1
NOTES:
1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.
REFER TO C3.00 FOR CIVIL IMPROVEMENT'S LEGEND AND NOTES.
2.CONTRACTOR SHALL CONFIRM POC'S PRIOR TO CONSTRUCTION WHEN CONNECTING TO EXISTING
SYSTEMS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PRIOR TO CONSTRUCTION, FIELD VERIFY
DOWNSTREAM INVERTS FOR ALL EXISTING SS AND SD PIPES, AREA DRAINS AND CATCH BASINS WITH
PROPOSED UPSTREAM CONNECTIONS. CONFIRM EXISTING OUTLET INVERTS PROVIDE POSITIVE DRAINAGE
FOR ALL UPSTREAM PIPES. PIPES SHALL BE VERIFIED WITH DYE TEST, CCTV, OR OTHER METHOD
COORDINATED AND APPROVED BY CITY OF RENTON. COORDINATE TESTING WITH CITY. CONFIRM DRINKING
FOUNTAIN IS CONNECT TO EXIST DOMESTIC WATER SUPPLY PRIOR TO INSTALLATION.
3.PROJECT ASSUMES THAT ALL CITY EXISTING UTILITY INFRASTRUCTURE IS ADEQUATELY SIZED TO
SUPPORT THE PROJECT.
4.PRIOR TO DEMOLITION, CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES TO REMAIN
WITHIN AND ADJACENT TO LIMIT OF WORK.
5.ALL EXISTING PAVEMENT STRIPING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND.
PRODUCTS SHALL BE PER CITY OF RENTON PUBLIC WORKS DEPARTMENT STANDARD PLANS AND
SPECIFICATIONS, AND WSDOT STANDARD PLANS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT A
PAVEMENT RESTORATION PLAN INCLUDING, CUTTING AND JOINTING, FOR ALL PAVEMENT BEING
DISTURBED.
6.FULL DEPTH PAVEMENT REPLACEMENT, AND TRENCH RESTORATION AT UTILITY CUTS, SHALL BE PER CITY
OF RENTON STD DETAILS. PAVEMENT SECTION SHALL BE PER CITY OF RENTON STD DETAILS, OR MATCH
EXISTING WHICHEVER IS GREATER. MATCH EXISTING PAVEMENT MATERIAL PER ASSOCIATED STANDARD
DETAILS. TRENCH AND BACKFILL SHALL BE PER CITY OF RENTON RENTON STD. PLAN 220.20. PEDESTRIAN
CONCRETE PAVEMENT SHALL BE PER CITY OF RENTON STD. PLAN 102. VEHICULAR CONCRETE PAVING
SHALL BE PER CITY OF RENTON RENTON STD. PLAN 110, 110.1 AND 111 AND PROJECT DETAILS.
7.PEDESTRIAN CONCRETE, MINIMUM SECTION:
4" CONCRETE
6" CSBC
REFER TO LANDSCAPE FOR CONCRETE SCORING, COLOR, AND FINISHES.
8.THE RENTON MARKET AND PIAZZA PROJECT IS REQUIRED TO MEET STORMWATER REQUIREMENTS PER
THE 2022 CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM).
8.1.FLOW CONTROL: THE PROJECT PROPOSES MORE THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED
IMPERVIOUS SURFACE AND IS LOCATED IN THE PEAK FLOW RATE CONTROL STANDARD AREA. TARGET
SURFACES DO NOT GENERATE MORE THAN A 0.15-CFS INCREASE IN THE EXISTING SITE CONDITIONS
100-YR PEAK FLOW, THEREFORE FLOW CONTROL IS NOT REQUIRED.
8.2.WATER QUALITY: THE PROJECT PROPOSES LESS THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED
IMPERVIOUS SURFACE (PGIS), AND LESS THAN ¾ ACRES OF POLLUTANT GENERATION PERVIOUS
SURFACE (PGPS), THEREFORE WATER QUALITY IS NOT REQUIRED.
8.3.ON-SITE BMPS: THE PROJECT PROPOSES MORE THAN 2,000-SF OF NEW PLUS IMPERVIOUS SURFACE,
THEREFORE ON-SITE STORMWATER MANAGEMENT (OSM) IS REQUIRED. ALL AVAILABLE OSM BMP'S
WERE EVALUATED AND ARE NOT FEASIBLE FOR THE SITE.
8.4.THE PROJECT IS LOCATED IN AN AQUIFER PROTECTION AREA, THEREFORE STORMWATER MITIGATION
FACILITIES SHALL NOT INFILTRATE AND SHALL BE COLLECTED VIA STORMWATER CONVEYANCE AND
DISCHARGE TO THE CITY MAIN.
9.GREASE INTERCEPTOR SIZE AND VAULT PER MECHANICAL.
10.ELECTRICAL SERVICE FOR THE SITE IS PER ELECTRICAL.
11.STORM, SEWER, AND WATER INFRASTRUCTURE SHALL BE PER CITY OF RENTON STANDARDS AND WSDOT
STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED.
12.STORM DRAINAGE PIPE MATERIAL SHALL BE PER RSWDM TABLE 4.2.1.A2, UNLESS OTHERWISE NOTED.
13.ALL REGULATORY SIGNAGE AND PAVEMENT STRIPING SHALL CONFORM TO CITY OF RENTON AND MUTCD
SPECIFICATIONS.
14.LOCATION AND DEPTH OF EXISTING SPU WATER MAINS (TRANSMISSION PIPE LINES) IS APPROXIMATE.
14.1.SPU SHALL BE NOTIFIED AND ONSITE WHILE CONTRACTOR PERFORMS ANY CONSTRUCTION WITHIN
THE SPU PARCEL. SPU SHALL BE NOTIFIED AT LEAST 3 BUSINESS DAYS PRIOR TO CONSTRUCTION.
CALL NUMBER (206)-386-1800.
14.2.AN EXISTING CATHODIC PROTECTION SYSTEM IS PRESENT AT THE CROSSING LOCATION OF THE SPU
TRANSMISSION PIPELINE. PROTECT EXISTING CATHODIC PROTECTION SYSTEM.
14.3.CLEARANCE BETWEEN SPU WATER TRANSMISSION PIPELINE AND PROPOSED STORM DRAIN SHALL BE
12" MIN. CONTRACTOR TO ALERT ENGINEER AND SPU IF MINIMUM CLEARANCE CANNOT BE MET PRIOR
TO CONSTRUCTION.
1
1
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
CIVIL IMPROVEMENT PLAN
0
1 inch = 10 feet
5'10'20'
MA
T
C
H
L
I
N
E
:
R
E
F
E
R
T
O
S
H
E
E
T
C3
.
0
2
R-433408
REFER TO SHEET C3.00 FOR CONTINUATION
MA
T
C
H
L
I
N
E
:
R
E
F
E
R
T
O
S
H
E
E
T
C3
.
0
3
1
2025-09-15
WATER UTILITY
JValdez 09/17/2025
DEVELOPMENT ENGINEERING
msippo 10/02/2025
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
••
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
••
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
••
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
37.6
37.8
38.0
38.2
38.
4 38.2
3
8
.
4
3
8
.
6
38
.
6
38
.
8
39.
0
38.8
38.6
38.8
38.4 38.6 38.8
38.8
38.6
2
C3.14
1
C3.51
PARCEL #5696000055
38
22+00 23+00 23+17.14S 3RD ST
BU
R
N
E
T
T
A
V
E
S
EXIST WATER FEATURE,
RE-PURPOSED AS A LANDSCAPE
PLANTER, REFER TO LS PLANS
PIAZZA PARK PIAZZA
PARK GRADING
ENLARGEMENT EAST
ADJUST RIM TO FG
PROP RIM 38.6±
PROP LIGHTING ROUTING
(1)-3
4" PVC CONDUIT
REFER TO ELEC PLANS
PROP LIGHTING ROUTING
(2)-3
4" PVC CONDUITS
(2)-1" PVC CONDUITS
REFER TO ELEC PLANS
INTERCEPT EXIST 3
4" CONDUIT
REFER TO ELEC PLANS
INTERCEPT EXIST 3
4" CONDUIT
REFER TO ELEC PLANS
INTERCEPT EXIST 3
4" CONDUIT
REFER TO ELEC PLANS
RIGHT-OF-WAY LINE,
TYP
REFER TO LS PLANS FOR
SOFTSCAPE GRADING, TYP
PROP LIGHT POLE,
REFER TO LS AND
ELEC PLAN, TYP
4" IE OUT 35.0(SE)
AD 14
RIM 37.4
4" IE OUT 35.15 (W)
4" FRENCH DRAIN
(FD), TYP
SLOPE @ 0.5% MIN
66" SPU WATER MAIN
52" SPU WATER MAIN
PROP LIGHTING ROUTING
(2)-3
4" PVC CONDUITS
(2)-1" PVC CONDUITS
REFER TO ELEC PLANS
1
C3.10
SOUTH ENTRY
ENLARGEMENT
LIMITS OF WORK,
TYP
PROP FLUSH
CONCRETE CURB, TYP
1
C4.50
SPU PARCEL #000720-0188
CONTRACTOR SHALL
COORDINATE WITH SPU PRIOR
TO AND DURING ANY
CONSTRUCTION WITHIN THE
SPU PARCEL
NOTES:
1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.
REFER TO C3.00 FOR CIVIL IMPROVEMENT'S LEGEND AND NOTES.
2.CONTRACTOR SHALL CONFIRM POC'S PRIOR TO CONSTRUCTION WHEN CONNECTING TO EXISTING
SYSTEMS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PRIOR TO CONSTRUCTION, FIELD VERIFY
DOWNSTREAM INVERTS FOR ALL EXISTING SS AND SD PIPES, AREA DRAINS AND CATCH BASINS WITH
PROPOSED UPSTREAM CONNECTIONS. CONFIRM EXISTING OUTLET INVERTS PROVIDE POSITIVE DRAINAGE
FOR ALL UPSTREAM PIPES. PIPES SHALL BE VERIFIED WITH DYE TEST, CCTV, OR OTHER METHOD
COORDINATED AND APPROVED BY CITY OF RENTON. COORDINATE TESTING WITH CITY. CONFIRM DRINKING
FOUNTAIN IS CONNECT TO EXIST DOMESTIC WATER SUPPLY PRIOR TO INSTALLATION.
3.PROJECT ASSUMES THAT ALL CITY EXISTING UTILITY INFRASTRUCTURE IS ADEQUATELY SIZED TO
SUPPORT THE PROJECT.
4.PRIOR TO DEMOLITION, CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES TO REMAIN
WITHIN AND ADJACENT TO LIMIT OF WORK.
5.ALL EXISTING PAVEMENT STRIPING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND.
PRODUCTS SHALL BE PER CITY OF RENTON PUBLIC WORKS DEPARTMENT STANDARD PLANS AND
SPECIFICATIONS, AND WSDOT STANDARD PLANS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT A
PAVEMENT RESTORATION PLAN INCLUDING, CUTTING AND JOINTING, FOR ALL PAVEMENT BEING
DISTURBED.
6.FULL DEPTH PAVEMENT REPLACEMENT, AND TRENCH RESTORATION AT UTILITY CUTS, SHALL BE PER CITY
OF RENTON STD DETAILS. PAVEMENT SECTION SHALL BE PER CITY OF RENTON STD DETAILS, OR MATCH
EXISTING WHICHEVER IS GREATER. MATCH EXISTING PAVEMENT MATERIAL PER ASSOCIATED STANDARD
DETAILS. TRENCH AND BACKFILL SHALL BE PER CITY OF RENTON RENTON STD. PLAN 220.20. PEDESTRIAN
CONCRETE PAVEMENT SHALL BE PER CITY OF RENTON STD. PLAN 102. VEHICULAR CONCRETE PAVING
SHALL BE PER CITY OF RENTON RENTON STD. PLAN 110, 110.1 AND 111 AND PROJECT DETAILS.
7.PEDESTRIAN CONCRETE, MINIMUM SECTION:
4" CONCRETE
6" CSBC
REFER TO LANDSCAPE FOR CONCRETE SCORING, COLOR, AND FINISHES.
8.THE RENTON MARKET AND PIAZZA PROJECT IS REQUIRED TO MEET STORMWATER REQUIREMENTS PER
THE 2022 CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM).
8.1.FLOW CONTROL: THE PROJECT PROPOSES MORE THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED
IMPERVIOUS SURFACE AND IS LOCATED IN THE PEAK FLOW RATE CONTROL STANDARD AREA. TARGET
SURFACES DO NOT GENERATE MORE THAN A 0.15-CFS INCREASE IN THE EXISTING SITE CONDITIONS
100-YR PEAK FLOW, THEREFORE FLOW CONTROL IS NOT REQUIRED.
8.2.WATER QUALITY: THE PROJECT PROPOSES LESS THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED
IMPERVIOUS SURFACE (PGIS), AND LESS THAN ¾ ACRES OF POLLUTANT GENERATION PERVIOUS
SURFACE (PGPS), THEREFORE WATER QUALITY IS NOT REQUIRED.
8.3.ON-SITE BMPS: THE PROJECT PROPOSES MORE THAN 2,000-SF OF NEW PLUS IMPERVIOUS SURFACE,
THEREFORE ON-SITE STORMWATER MANAGEMENT (OSM) IS REQUIRED. ALL AVAILABLE OSM BMP'S
WERE EVALUATED AND ARE NOT FEASIBLE FOR THE SITE.
8.4.THE PROJECT IS LOCATED IN AN AQUIFER PROTECTION AREA, THEREFORE STORMWATER MITIGATION
FACILITIES SHALL NOT INFILTRATE AND SHALL BE COLLECTED VIA STORMWATER CONVEYANCE AND
DISCHARGE TO THE CITY MAIN.
9.GREASE INTERCEPTOR SIZE AND VAULT PER MECHANICAL.
10.ELECTRICAL SERVICE FOR THE SITE IS PER ELECTRICAL.
11.STORM, SEWER, AND WATER INFRASTRUCTURE SHALL BE PER CITY OF RENTON STANDARDS AND WSDOT
STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED.
12.STORM DRAINAGE PIPE MATERIAL SHALL BE PER RSWDM TABLE 4.2.1.A2, UNLESS OTHERWISE NOTED.
13.ALL REGULATORY SIGNAGE AND PAVEMENT STRIPING SHALL CONFORM TO CITY OF RENTON AND MUTCD
SPECIFICATIONS.
14.LOCATION AND DEPTH OF EXISTING SPU WATER MAINS (TRANSMISSION PIPE LINES) IS APPROXIMATE.
14.1.SPU SHALL BE NOTIFIED AND ONSITE WHILE CONTRACTOR PERFORMS ANY CONSTRUCTION WITHIN
THE SPU PARCEL. SPU SHALL BE NOTIFIED AT LEAST 3 BUSINESS DAYS PRIOR TO CONSTRUCTION.
CALL NUMBER (206)-386-1800.
14.2.AN EXISTING CATHODIC PROTECTION SYSTEM IS PRESENT AT THE CROSSING LOCATION OF THE SPU
TRANSMISSION PIPELINE. PROTECT EXISTING CATHODIC PROTECTION SYSTEM.
14.3.CLEARANCE BETWEEN SPU WATER TRANSMISSION PIPELINE AND PROPOSED STORM DRAIN SHALL BE
12" MIN. CONTRACTOR TO ALERT ENGINEER AND SPU IF MINIMUM CLEARANCE CANNOT BE MET PRIOR
TO CONSTRUCTION.
1
1
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
CIVIL IMPROVEMENT PLAN
0
1 inch = 10 feet
5'10'20'
RE
F
E
R
T
O
S
H
E
E
T
C3
.
0
1
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
R-433409
REFER TO SHEET C3.00 FOR CONTINUATION
1
2025-09-15
WATER UTILITY
JValdez 09/17/2025
DEVELOPMENT ENGINEERING
msippo 10/02/2025
NOTES:
1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.
REFER TO C3.00 FOR CIVIL IMPROVEMENT'S LEGEND AND NOTES.
2.CONTRACTOR SHALL CONFIRM POC'S PRIOR TO CONSTRUCTION WHEN CONNECTING TO EXISTING
SYSTEMS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PRIOR TO CONSTRUCTION, FIELD VERIFY
DOWNSTREAM INVERTS FOR ALL EXISTING SS AND SD PIPES, AREA DRAINS AND CATCH BASINS WITH
PROPOSED UPSTREAM CONNECTIONS. CONFIRM EXISTING OUTLET INVERTS PROVIDE POSITIVE DRAINAGE
FOR ALL UPSTREAM PIPES. PIPES SHALL BE VERIFIED WITH DYE TEST, CCTV, OR OTHER METHOD
COORDINATED AND APPROVED BY CITY OF RENTON. COORDINATE TESTING WITH CITY. CONFIRM DRINKING
FOUNTAIN IS CONNECT TO EXIST DOMESTIC WATER SUPPLY PRIOR TO INSTALLATION.
3.PROJECT ASSUMES THAT ALL CITY EXISTING UTILITY INFRASTRUCTURE IS ADEQUATELY SIZED TO
SUPPORT THE PROJECT.
4.PRIOR TO DEMOLITION, CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES TO REMAIN
WITHIN AND ADJACENT TO LIMIT OF WORK.
5.ALL EXISTING PAVEMENT STRIPING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND.
PRODUCTS SHALL BE PER CITY OF RENTON PUBLIC WORKS DEPARTMENT STANDARD PLANS AND
SPECIFICATIONS, AND WSDOT STANDARD PLANS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT A
PAVEMENT RESTORATION PLAN INCLUDING, CUTTING AND JOINTING, FOR ALL PAVEMENT BEING
DISTURBED.
6.FULL DEPTH PAVEMENT REPLACEMENT, AND TRENCH RESTORATION AT UTILITY CUTS, SHALL BE PER CITY
OF RENTON STD DETAILS. PAVEMENT SECTION SHALL BE PER CITY OF RENTON STD DETAILS, OR MATCH
EXISTING WHICHEVER IS GREATER. MATCH EXISTING PAVEMENT MATERIAL PER ASSOCIATED STANDARD
DETAILS. TRENCH AND BACKFILL SHALL BE PER CITY OF RENTON RENTON STD. PLAN 220.20. PEDESTRIAN
CONCRETE PAVEMENT SHALL BE PER CITY OF RENTON STD. PLAN 102. VEHICULAR CONCRETE PAVING
SHALL BE PER CITY OF RENTON RENTON STD. PLAN 110, 110.1 AND 111 AND PROJECT DETAILS.
7.PEDESTRIAN CONCRETE, MINIMUM SECTION:
4" CONCRETE
6" CSBC
REFER TO LANDSCAPE FOR CONCRETE SCORING, COLOR, AND FINISHES.
8.THE RENTON MARKET AND PIAZZA PROJECT IS REQUIRED TO MEET STORMWATER REQUIREMENTS PER
THE 2022 CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM).
8.1.FLOW CONTROL: THE PROJECT PROPOSES MORE THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED
IMPERVIOUS SURFACE AND IS LOCATED IN THE PEAK FLOW RATE CONTROL STANDARD AREA. TARGET
SURFACES DO NOT GENERATE MORE THAN A 0.15-CFS INCREASE IN THE EXISTING SITE CONDITIONS
100-YR PEAK FLOW, THEREFORE FLOW CONTROL IS NOT REQUIRED.
8.2.WATER QUALITY: THE PROJECT PROPOSES LESS THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED
IMPERVIOUS SURFACE (PGIS), AND LESS THAN ¾ ACRES OF POLLUTANT GENERATION PERVIOUS
SURFACE (PGPS), THEREFORE WATER QUALITY IS NOT REQUIRED.
8.3.ON-SITE BMPS: THE PROJECT PROPOSES MORE THAN 2,000-SF OF NEW PLUS IMPERVIOUS SURFACE,
THEREFORE ON-SITE STORMWATER MANAGEMENT (OSM) IS REQUIRED. ALL AVAILABLE OSM BMP'S
WERE EVALUATED AND ARE NOT FEASIBLE FOR THE SITE.
8.4.THE PROJECT IS LOCATED IN AN AQUIFER PROTECTION AREA, THEREFORE STORMWATER MITIGATION
FACILITIES SHALL NOT INFILTRATE AND SHALL BE COLLECTED VIA STORMWATER CONVEYANCE AND
DISCHARGE TO THE CITY MAIN.
9.GREASE INTERCEPTOR SIZE AND VAULT PER MECHANICAL.
10.ELECTRICAL SERVICE FOR THE SITE IS PER ELECTRICAL.
11.STORM, SEWER, AND WATER INFRASTRUCTURE SHALL BE PER CITY OF RENTON STANDARDS AND WSDOT
STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED.
12.STORM DRAINAGE PIPE MATERIAL SHALL BE PER RSWDM TABLE 4.2.1.A2, UNLESS OTHERWISE NOTED.
13.ALL REGULATORY SIGNAGE AND PAVEMENT STRIPING SHALL CONFORM TO CITY OF RENTON AND MUTCD
SPECIFICATIONS.
14.LOCATION AND DEPTH OF EXISTING SPU WATER MAINS (TRANSMISSION PIPE LINES) IS APPROXIMATE.
14.1.SPU SHALL BE NOTIFIED AND ONSITE WHILE CONTRACTOR PERFORMS ANY CONSTRUCTION WITHIN
THE SPU PARCEL. SPU SHALL BE NOTIFIED AT LEAST 3 BUSINESS DAYS PRIOR TO CONSTRUCTION.
CALL NUMBER (206)-386-1800.
14.2.AN EXISTING CATHODIC PROTECTION SYSTEM IS PRESENT AT THE CROSSING LOCATION OF THE SPU
TRANSMISSION PIPELINE. PROTECT EXISTING CATHODIC PROTECTION SYSTEM.
14.3.CLEARANCE BETWEEN SPU WATER TRANSMISSION PIPELINE AND PROPOSED STORM DRAIN SHALL BE
12" MIN. CONTRACTOR TO ALERT ENGINEER AND SPU IF MINIMUM CLEARANCE CANNOT BE MET PRIOR
TO CONSTRUCTION.
1
1
PROP LIGHT POLE AND
FOOTING, TYP REFER TO
ELEC AND STRUCT PLANS
MATCH EXIST GRADES AT
EXIST PAVEMENT AND
RESTORE PAVEMENT TO
NEAREST JOINT LINE, TYP
PROP LIGHTING POC
COORDINATE WITH WORLD CUP
SQUARE PROJECT FOR ROUTING
TO SERVICE CABINET (1) 2" PVC
CONDUITS REFER TO ELEC PLANS
4.0'
S 3RD ST
4.
0
'
PROP LIGHTING ROUTING
(1) 2" PVC CONDUIT
REFER TO ELEC PLANS
LO
G
A
N
A
V
E
S
WORLD CUP LEGACY
SQUARE PROJECT
(BY OTHERS)
PERMIT #CAG-25-044
RIGHT-OF-WAY LINE, TYP
LIMITS OF WORK, TYP
PROP LIGHT POLE POC, TYP
ELEC JUNCTION BOX, TYPE 1 PER COR STD PLAN
119 AND 120, AND WSDOT STD PLAN J-40.10-04(1)
2" PVC CONDUIT, REFER TO ELEC PLANS
1
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
CIVIL IMPROVEMENT PLAN
0
1 inch = 10 feet
5'10'20'
R-4334010
MA
T
C
H
L
I
N
E
:
R
E
F
E
R
T
O
S
H
E
E
T
C3
.
0
1
1
2025-09-15
WATER UTILITY
JValdez 09/17/2025
DEVELOPMENT ENGINEERING
msippo 10/02/2025
2
C3.51
VA
R
I
E
S
0.
9
%
-
1
.
8
%
VA
R
I
E
S
0.
9
%
-
1
.
8
%
3
C3.51
3
7
.
7
4
G
B
1.
8
0
%
37.
7
0
FFE: 37.83
3
7
.
7
3
(
E
X
)
37.43 (E
X
)
37.
5
1
(
E
X
)
37.
7
5
(
E
X
)
37.
6
6
(
E
X
)
37.
6
8
(
E
X
)
37.
8
0
(
E
X
)
3
7
.
8
7
37.
8
4
1.
8
1
%
37.8
0
(
E
X
)
0.
9
7
%
0.31%
37.
9
3
(
E
X
)
37.
7
2
37.
6
1
G
B
0.60%
1.
8
0
%
37.8
0
G
B
37.
9
1
G
B
60 LF 6" SD
24 LF 8" SD @ 0.4% ±
RENTON MARKET
0.75
%
REFER TO ARCH FOR
BUILDING VESTIBULE
AND ENCLOSURE
PEDESTRIAN CONCRETE PAVING,
TYP
GRADE IN PLANAR FASHION
BETWEEN SPOTS PROVIDED,
TYP
MATCH EXIST GRADE AT
EXIST PAVEMENT, TYP
INLINE CATCH BASIN.
CONNECT TO EXIST SD
REFER TO NOTE 3
RIM 37.4±
8" IE OUT 35.13
63 LF 4" TRENCH DRAIN (TD)
SLOPE BOTTOM OF TD @ 0.5%
MIN TOWARDS INLINE CATCH
BASIN. REFER TO NOTE 3.
TD RIM 37.7±
IE 36.89
GRADE BREAK,
TYP
OVERHANG EXTENTS
PER ARCH
6" ROOF DRAIN,
SLOPE @ 0.5% MIN
AREA DRAIN (AD)
WITH SOLID LID
REROUTE EXIST 8" SD
RIM 37.6±
8" IE 34.49 ± IN, SE (EX)
8" IE 34.49 ± OUT, W
AREA DRAIN
WITH SOLID LID
CONNECT TO EXIST 8" SD
RIM: 37.6±
6" IE 34.68± IN (N)
6" IE 34.68± IN (E)
8" IE 34.35± IN (S)
8" IE 34.35± OUT (SW,EX)
9 LF 8" SD @ 0.4% ±
DOWNSPOUT CONNECTION
ROOF DRAIN POC
REFER TO ARCH FOR
CONTINUATION, TYP
CLEANOUT (CO), TYP
ADJUST ELEC AS NEEDED,
REPLACE IN KIND, TYP
2 LF 8" SD @ 0.5% MIN
37.
7
1
G
B
37.4
2
G
B
NOTES:
1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.
2.REFER TO C3.00 FOR CIVIL IMPROVEMENT'S NOTES.
3.TRENCH DRAIN AND INLINE CB SHALL BE ACO KLASSIKDRAIN WITH ASSOCIATED
LONGITUDINAL IRON GRATE, OR APPROVED EQUIVALENT, AND SHALL BE INSTALLED IN
CONFORMANCE WITH MANUFACTURER’S SPECIFICATIONS.
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
0
1 inch = 5 feet
2.5'5'10'
1
-
SOUTH ENTRY ENLARGEMENT
ENLARGEMENT PLAN
R-433411
2025-07-15
DEVELOPMENT ENGINEERING
msippo 08/13/2025
2
C4.51
BU
R
N
E
T
T
A
V
E
S
BC 37.
6
3
(
E
X
)
TC 38
.
1
6
(
E
X
)
37.70
(
E
X
)
37.71
(
E
X
)
BC 37.
6
9
(
E
X
)
TC 38
.
1
8
(
E
X
)
38.36
(
E
X
)
38.42
(
E
X
)
7.39%
6.74%
0.
3
1
%
±
0.
0
6
%
±
7.
8
4
%
7.
6
7
%
12+00
0.
4
'
7.
5
'
3.0'
6.
0
'
6.
0
'
22.5' DRIVEWAY PER
CITY OF RENTON
STANDARD PLAN 104.2
PROTECT EXIST
UTILITIES, TYP
INSTALL RIGHT TURN
ONLY SIGN, R3-5R
EXIST
BOLLARD, TYP
MATCH EXIST GRADES,
TYP
REMOVABLE BOLLARD MOUNTING
BASE PLATE FOR BOLLARD STORAGE,
REFER TO LS PLAN. LOCATE EXIST
UTILITIES PRIOR TO CONSTRUCTION,
NOTIFY ENGINEER OF ANY
CONFLICTS
RIGHT-OF-WAY,
TYP
REMOVABLE BOLLARDS, REFER TO LS PLAN
LOCATE EXIST UTILITIES PRIOR TO
CONSTRUCTION, NOTIFY ENGINEER OF ANY
CONFLICTS
EQ EQ 2.
0
'
9.1' ±
22
.
5
'
CONCRETE PAD, REFER
TO LS PLANS
FIXED
BOLLARD, TYP
4
C4.50
4.
0
'
10
.
0
'
NOTES:
1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.
2.REFER TO C3.00 FOR CIVIL IMPROVEMENT'S NOTES.
3.TRENCH DRAIN AND INLINE CB SHALL BE ACO KLASSIKDRAIN WITH ASSOCIATED
LONGITUDINAL IRON GRATE, OR APPROVED EQUIVALENT, AND SHALL BE INSTALLED IN
CONFORMANCE WITH MANUFACTURER’S SPECIFICATIONS.
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
0
1 inch = 5 feet
2.5'5'10'
1
-
DRIVEWAY ENLARGEMENT
ENLARGEMENT PLAN
R-433412
2025-07-15
DEVELOPMENT ENGINEERING
msippo 08/13/2025
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
3
C3.20
2
C3.50
LO
G
A
N
A
V
E
S
10+00 11+00
4.0'6" SS @ 1.0% MIN, TYP
EXIST SS CO AND SIDE
SEWER,
6" IE ~ 31.76 ±
REFER TO ADD ALT #2
ON SHEET C3.00
EXIST SIDE SEWER
REFER TO ADD ALT #2
ON SHEET C3.00
GREASE INTERCEPTOR (GI) VAULT REFER
TO PLUMB PLAN CIVIL POC
6" IE OUT: 33.5
REPLACE LANDSCAPE,
REFER TO LS PLAN
PEDESTRIAN
CONCRETE PAVING,
TYP
EXIST BUILDING, TYP
SS LINE 10
SSCO, TYP
EX SSMH
NOTES:
1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.
2.REFER TO C3.00 FOR CIVIL IMPROVEMENT'S NOTES.
3.TRENCH DRAIN AND INLINE CB SHALL BE ACO KLASSIKDRAIN WITH ASSOCIATED
LONGITUDINAL IRON GRATE, OR APPROVED EQUIVALENT, AND SHALL BE INSTALLED IN
CONFORMANCE WITH MANUFACTURER’S SPECIFICATIONS.
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
0
1 inch = 5 feet
2.5'5'10'
1
-
SIDE SEWER ENLARGMENT
ENLARGEMENT PLAN
S-433413
2025-07-15
DEVELOPMENT ENGINEERING
msippo 08/13/2025
WASTEWATER UTILITY
jstowell 08/13/2025
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
37.8
37.6
37
.
4
37
.
2
37
.
0
36
.
8
36
.
6
36.
8
37.
0
37.
2
3
7
.
4
37.2
37.4
37.6
37.8
37.6
37.4
37.2
37.0
36.8
37.41 GB
MATCH EXIST GRADES AT
EXIST PAVEMENT, TYP
37
.
5
±
G
B
(
E
X
)
37.6± G
B
(
E
X
)
37.5±
(
E
X
)
37.0±
(
E
X
)
3
.
7
2
%
0.
7
5
%
0.7
5
%
1.50%
0.6
0
%
3
7
.
0
±
(
E
X
)
36.6
±
(
E
X
)
36.6
±
(
E
X
)
0.
1
5
%
1.19%
1.50%
0.6
8
%
0.
5
0
%
1.0
%
±
(
E
X
)
EXI
S
T
VA
R
I
E
S
±0.
0
%
E
X
I
S
T
V
A
R
I
E
S
±
0
.
7
%
37.6±
(
E
X
)
EX
I
S
T
V
A
R
I
E
S
±0
.
0
%
EXIST
VARIES
±2.7%
10
.
0
0
'
8.50'
37.6±
(
E
X
)
0.
4
8
%
MATCH EXIST GRADES AT
EXIST PAVEMENT, TYP
REFER TO LS PLANS FOR
SOFTSCAPE GRADING, TYP
FLUSH CURB, TYP
REFER TO C3.01 AND C3.02
36.6
±
(
E
X
)
37.5± (EX)
37.
4
±
(
E
X
)
37
.
5
±
G
B
(
E
X
)
0.0%± (EX)
0.8%± (EX)0.7%± (EX)
0.
3
%
±
(
E
X
)
0.
2
4
%
0.80%
0.51%
36
.
8
3
7
.
0
36.
6
3
6
.
8
3
7
.
2
3
7
.
4
37.32 G
B
37.4
37
.
4
37.2
37.4
VA
R
I
E
S
1.
4
%
-
3
.
3
%
VARIES
0.5%-2.0%
36
.
7
8
37.31
37.35 G
B
37.14
36.6
6
G
B
36.6
4
G
B
MATCH EXIST GRADES AT
EXIST PAVEMENT AND
RESTORE PAVEMENT TO
NEAREST JOINT LINE, TYP.
37.55±
37
.
4
±
37.3±
36.
7
5
±
36
.
6
±
(
E
X
)
NOTES:
1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.
2.REFER TO C3.00 FOR CIVIL IMPROVEMENT'S NOTES.
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
ENLARGEMENT PLAN
0
1 inch = 10 feet
5'10'20'
1
C3.01
PIAZZA PARK GRADING ENLARGEMENT WEST
SCALE: 1" = 10'
R-433414
1
1
2025-09-15
DEVELOPMENT ENGINEERING
msippo 10/02/2025
37.6
37.8
38.0
38.2
38.
4
38.2
3
8
.
4
3
8
.
6
38
.
6
38
.
8
39.
0
38.8
38.4
38.6 38.8
38.8
38.6
MATCH EXIST GRADES AT
EXIST PAVEMENT, TYP
37.7
±
(
E
X
)
38.8±
(
E
X
)
38.
8
±
(
E
X
)
37.
9
9
G
B
38.5±
G
B
(
E
X
)
38.6±
(
E
X
)
38.22
G
B
38.
6
2
38.9±
(
E
X
)
38.9±
(
E
X
)
38.
6
2
G
B
38.07 G
B
38.48
G
B
38.26
G
B
38.
5
8
G
B
0.
7
6
%
0.89
%
1.33%
1.
7
1
%
4.72%
3.8
1
%
2.13%
0.
0
2
%
1.27%
1.55%
0.2
9
%
2.
5
9
%
1.48%
1.78
%
2.07%
0.
7
%
±
(
E
X
)
1.
0
%
±
(
E
X
)
38.8±
(
E
X
)
37.
4
±
(
E
X
)
37.4
±
(
E
X
)
3
7
.
4
±
G
B
(
E
X
)
2.
0
5
%
EXIST
VARIES
±2.3%
EX
I
S
T
VA
R
I
E
S
±1
.
1
%
E
X
I
S
T
V
A
R
I
E
S
±
2
.
1
%
0.
2
%
±
(
E
X
)
38.5± (EX
)
3
.
3
3
%
37.
3
±
(
E
X
)
37.
8
±
(
E
X
)
37.8± (EX)
37.5± (EX)
37.5± (EX
)
2.
3
6
%
REFER TO LS PLANS FOR
SOFTSCAPE GRADING, TYP
FLUSH CURB, TYP
REFER TO C3.01 AND C3.02
37
.
8
±
(
E
X
)
37.8
±
(
E
X
)
37.8
±
(
E
X
)
37.9±
G
B
(
E
X
)
37.95
38.00 G
B
0.
7
5
%
1.
5
5
%
38.
0
0
EXIST
VARIES
±1.8%
38.8
38.0
37.6
37.8
38
.
2
38
.
4
38
.
6
38
.
8
37.6
8.
8
0
'
38.
6
±
37.
4
±
NOTES:
1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.
2.REFER TO C3.00 FOR CIVIL IMPROVEMENT'S NOTES.
3.TRENCH DRAIN AND INLINE CB SHALL BE ACO KLASSIKDRAIN WITH ASSOCIATED
LONGITUDINAL IRON GRATE, OR APPROVED EQUIVALENT, AND SHALL BE INSTALLED IN
CONFORMANCE WITH MANUFACTURER’S SPECIFICATIONS.
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
ENLARGEMENT PLAN
1
C3.02
PIAZZA PARK GRADING ENLARGEMENT EAST
SCALE: 1" = 5'
0
1 inch = 5 feet
2.5'5'10'
R-433415
2025-07-15
DEVELOPMENT ENGINEERING
msippo 08/13/2025
20
30
40
50
20
30
40
50
0+00 0+50 1+00 1+50
20
30
40
50
20
30
40
50
12" IE OUT=33.60 (S)
8" IE IN=33.60± (N)
EXIST SDCB
RIM=35.58
13 LF 8" DI SD @ 0.65%
8" IE OUT=33.68 (S)
8" IE IN=33.68 (E)
SDCB 100, TYPE 1
RIM=35.59
8" IE OUT=34.29 (W)
8" IE IN=34.29 (S)
AD 10, 8"
RIM=37.47
39 LF 8" HDPE SD @ 0.65%
8" IE OUT=34.55 (N)
6" IE IN=34.55 (NE)
AD 11, 8"
RIM=37.30
27 LF 6" HDPE SD @ 1.00%
6" IE OUT=34.82 (SW)
AD 12, 8"
RIM=37.40
0+00
8" IE OUT=34.27 (N)
AD 20
RIM=36.75
94 LF 8" DI SD @ 0.65%
10
20
30
40
50
60
10
20
30
40
50
60
0+00 0+50 1+00 1+50
6" IE OUT=31.91 (S)
6" IE IN=31.91 (E)
SSCO
RIM=36.23
1
C3.01
SD PROFILE 10
SCALE: H: 1"=10' V: 1"=10'
2
C3.01
SD PROFILE 20
SCALE: H: 1"=10' V: 1"=10'
3
C3.00
SS PROFILE 10
SCALE: H: 1"=10' V: 1"=10'
EXIST POWER
ASSUMED DEPTH
EXIST POWER AND
COMM ASSUMED DEPTH
BUILDING POC
REFER TO
PLUMB PLAN
GI VAULT,
REFER TO
PLUMB PLAN
EX 4" W
EX 1.5" W
EX 1" IRR
PROP GRADE, TYP
EXIST GRADE, TYP
PROP GRADE, TYP
EXIST GRADE, TYP
MATCH EXIST GRADE, TYP
EXIST WATER ASSUMED DEPTH,
ADJUSTMENT OF WATER AND SS MAY BE
NEEDED, COORDINATE WITH ENGINEER,
REFER TO NOTE 4
EXIST SS
8" IE=31.4±
EXIST SD
6" IE=32.2±
EXIST
MARKET
BLDG
6" SS PVC
@ 1.0% MIN
REFER TO PLAN FOR
LANDSCAPE FD
31 LF 8" DI SD @ 1.00%
1 LF 6" SS @ 53.33%
GI POC
WITH ECCENTRIC REDUCER
4" IE=33.50
6" IE=33.50
6" IE=32.46
SPU PARCEL LINE
SPU PARCEL LINE
ROW PROPERTY
LINE PROPERTY
LINE
6" IE OUT=31.76± (W), EX
6" IE IN=31.76± (N)
EXIST SSCO,
RIM=36.19
PROPERTY
LINE
CL
85 LF 6" SS PVC @ 1.25%
11 LF 6" SS PVC
@ 1.25%
52" SPU WATER MAIN
@ ~4' COVER52" SPU WATER MAIN
@ ~4' COVER 66" SPU WATER MAIN
@ ~4.5' COVER
66" SPU WATER MAIN
@ ~4.5' COVER
52" SPU WATER MAIN
@ ~4' COVER
NOTES:
1.REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.
2.REFER TO C3.00 FOR CIVIL IMPROVEMENT'S NOTES.
3.INSTALL ETHAFOAM AT CROSSING WITH LESS THAN 12" OF CLEARANCE. REFER TO
DETAIL 4/C3.51.
4.CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO INSTALLING PIPES. NOTIFY
ENGINEER OF DISCREPANCIES AND COORDINATE CONFLICTS WITH DESIGN TEAM.
5.LOCATION AND DEPTH OF EXISTING SPU WATER MAINS (TRANSMISSION PIPE LINES)
IS APPROXIMATE.
5.1.SPU SHALL BE NOTIFIED AND ONSITE WHILE CONTRACTOR PERFORMS ANY
CONSTRUCTION WITHIN THE SPU PARCEL. SPU SHALL BE NOTIFIED AT LEAST 3
BUSINESS DAYS PRIOR TO CONSTRUCTION. CALL NUMBER (206)-386-1800
5.2.AN EXISTING CATHODIC PROTECTION SYSTEM IS PRESENT AT THE CROSSING
LOCATION OF THE SPU TRANSMISSION PIPELINE. PROTECT EXISTING CATHODIC
PROTECTION SYSTEM.
5.3.CLEARANCE BETWEEN SPU WATER TRANSMISSION PIPELINE AND PROPOSED
STORM DRAIN SHALL BE 12" MIN. CONTRACTOR TO ALERT ENGINEER AND SPU IF
MINIMUM CLEARANCE CANNOT BE MET PRIOR TO CONSTRUCTION.
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
STORM & SEWER PROFILES
R-433416
1
1
1
2025-09-15
DEVELOPMENT ENGINEERING
msippo 10/02/2025
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
1TYPICAL TRENCH AND BACKFILL
NTS
2CLEANOUT FOR SANITARY SEWER SERVICE
NTS
3PIPE BEDDING FOR SANITARY SEWERS
NTS
CIVIL IMPROVEMENT DETAILS
R-433417
2025-07-15
DEVELOPMENT ENGINEERING
msippo 08/13/2025
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
CIVIL IMPROVEMENT DETAILS
6"
VARIES
(6" MIN)
6"
12" MIN
PLANTING SOIL,
REFER TO LS PLANS
GRAVEL BACKFILL
FOR DRAINS
SLOTTED PIPE
@ 0.5% MIN
SIZE PER PLAN
TYPICAL FRENCH DRAIN IN LANDSCAPE AREA
FINISH GRADE
PER PLAN
1FRENCH DRAIN
NTS 4" BELOW GRADE
(TYP)
PLUG OR
PIPE EXTENSION
HARDSCAPE
CLEANOUT
SOFTSCAPE CLEANOUT
HARDSCAPE AREA
45° BEND
CLEANOUT NOTES:
1.CLEANOUT SIZE SHALL BE 4-INCH FOR ALL PIPE SIZES IN HARDSCAPE AREAS. PROVIDE PIPE
REDUCER OR 4-INCH BRANCH ON WYE AS APPLICABLE.
2.SHALLOW CLEANOUTS AND CLEANOUTS IN SOFTSCAPE AREAS SHALL BE SIZED TO MATCH PIPE
SIZE FOR PIPES EQUAL TO OR LESS THAN 6-INCHES. PIPES LARGER THAN 6-INCHES SHALL USE
6-INCH CLEANOUT WITH PIPE REDUCER OR 6-INCH BRANCH ON WYE AS APPLICABLE
PIPE AND SIZE
PER PLAN
WYE, REFER TO
CLEANOUT NOTE 1
SOFTSCAPE CLEANOUT,
REFER TO CLEANOUT NOTE 2
PIPE AND SIZE
PER CLEANOUT
NOTE 2
4" PIPE
HARDSCAPE PER
PLAN
PLUG OR
PIPE EXTENSION
PIPE AND SIZE
PER PLAN
WYE, REFER TO
CLEANOUT NOTE 2
45° BEND
3STORM DRAIN CLEANOUT
NTS
R-433418
TRENCH DRAIN
PER PLAN
PAVEMENT PER
LANDSCAPING, TYP
#4 NOSING BAR, TYP
1
1
6"
6"
6"
EXPANSION JOINT, TYP
EQ
EQ
#4 BAR, 12" O.C., TYP
EQEQ
2TRENCH DRAIN
NTS
UPPER UTILITY
LOWER UTILITY
0.5"
MIN
LESS THAN 12"
CLEARANCE
PACK GAP BETWEEN
UTILITIES AT CROSSING W/ 6"
THICK POLYETHYLENE
PLASTIC FOAM PAD
4ETHAFOAM INSTALLATION DETAIL
NTS
2025-07-15
DEVELOPMENT ENGINEERING
msippo 08/13/2025
4' WHITE PAINTED STRIPE
CURB FACE/BACK OF STALL
18
.
0
'
9.0'
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
LANDSCAPE, REFER
TO LS PLANS, TYP
NOTES:
1.CONCRETE CURB SHALL BE CLASS 3000 CEMENT CONCRETE.
2.CURBS SHALL HAVE THRU-JOINTS AT 10 FT O.C.
6"
R=1/2"R=1/2"
1FLUSH CURB DETAIL
NTS
PAVING DETAIL
2-4" PERMEABLE SURFACING
BASE COURSE
REFER TO LS PLANS FOR DETAILING OF PAVEMENT
RELATIONSHIP TO TRUNK AND FLARE.
1" OF LOOSE 3/8" RUBBER GRANULE WITH NO
BINDER IN AN 18" DIAMETER CIRCLE AROUND TREE
TRUNK.
2" PERMEABLE SURFACING
WEARING COURSE
GEO-GRID
GEOTEXTILE FABRIC
EXISTING TREE
2" PERMEABLE SURFACING
WEARING COURSE
HARDSCAPE PER PLAN,
TYP
2PERMEABLE PAVING TYPICAL SECTION
NTS
PRIME EDGES PER MANUFACTURES
RECOMMENDATIONS, TYP
HARDSCAPE PER PLAN,
TYP
PRIME EDGES PER MANUFACTURES
RECOMMENDATIONS, TYP
2-4" PERMEABLE SURFACING
BASE COURSE
REFER TO LS PLANS FOR SOIL
CELLS, SUBBASE, AND
LANDSCAPE SECTION
TREE PER
LANDSCAPE PLANS
NOTES:
1.PERMEABLE SURFACING SHALL BE FLEXI-PAVE POROUS FLEXIBLE PAVING OR APPROVED
EQUIVALENT. INSTALL PER MANUFACTURES SPECIFICATIONS.
2.COORDINATE AND CONFIRM ALL WORK ASSOCIATED WITH EXISTING AND PROPOSED TREES
WITH LANDSCAPE ARCHITECT. FOR EXISTING TREES, COORDINATE PAVEMENT REMOVAL,
PREPARATION, AND PAVEMENT PLACEMENT AROUND TRUNK AND FLARE WITH ARBORIST TO
PROTECT AND PREVENT DAMAGE TREES.
AT EXISTING TREES AT PROPOSED TREES
1'
-
4
"
1" TYP
8"
REFER TO LS PLANS FOR DETAILING OF
PAVEMENT RELATIONSHIP TO TRUNK AND FLARE.
1/2" POLYETHYLENE FOAM EXPANSION JOINT
MATERIAL WRAPPED AROUND TREE TRUNK.
REFER TO LS PLANS FOR DETAILING OF
PAVEMENT RELATIONSHIP TO TRUNK AND FLARE.
1/2" POLYETHYLENE FOAM EXPANSION JOINT
MATERIAL WRAPPED AROUND TREE TRUNK.
REFER TO LS PLANS FOR DETAILING OF PAVEMENT
RELATIONSHIP TO TRUNK AND FLARE.
1" OF LOOSE 3/8" RUBBER GRANULE WITH NO
BINDER IN AN 18" DIAMETER CIRCLE AROUND TREE
TRUNK.
R-433419
3STANDARD PARKING STALL
NTS
4"6"6"
30
"
6'
-
0
"
3'
-
6
"
LE
N
G
T
H
P
A
I
N
T
E
D
Y
E
L
L
O
W
CONCRETE
GALVANIZED STEEL
FILLED WITH CONCRETE
4FIXED BOLLARD
NTS
NOTES:
1.SCHEDULE 40 OR BETTER
GALVANIZED STEEL PIPE FILLED WITH
CONCRETE, 6 FEET x 4 INCHES IN
DIAMETER. THE CONCRETE SHALL
HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3,000 PSI AFTER 28
DAYS. THE EXPOSED SECTION OF THE
POST SHALL BE PAINTED TRAFFIC
YELLOW.
2025-07-15
DEVELOPMENT ENGINEERING
msippo 08/13/2025
2CEMENT CONCRETE DRIVEWAY NOTES
NTS
3CEMENT CONCRETE CURBS
NTS
PAVING DETAILCall 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
R-433420
1CEMENT CONCRETE SIDEWALK
NTS
2025-07-15
DEVELOPMENT ENGINEERING
msippo 08/13/2025
2TYPICAL LONGITUDINAL PATCH
NTS
3TYPICAL CONCRETE PATCH
NTS
PAVING DETAILCall 811two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
R-433421
1TYPICAL TRANSVERSE PATCH
NTS
2025-07-15
DEVELOPMENT ENGINEERING
msippo 08/13/2025
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
PAVING DETAIL
R-433422
2INTERSECTION CROSSWALK
NTS
1MID-BLOCK CROSSWALK
NTS
2025-07-15
DEVELOPMENT ENGINEERING
msippo 08/13/2025
U
U
U
U
U
U
UUUU
T
T
SS (RECORD)
SS (RECORD)SS (RECORD)
SS (RECORD)
SS (RECORD)
SS (RECORD)
P
P
P
P
P
P
P
P
P
YD SOLID COVER
RIM 36.44
IE 33.8 SE, 8" IRON
W
W
W
SS
SS
GP
GP
GP
GP
GP
GP
GP
GP
SS
W
W
W
W
W
GP
GP
GP
GP
W
SS
SS
GP
GP
KB-10
LID 35.38
ELEV 35.11 @ TOP OF PVC
MW-6
LID 37.00
ELEV 36.69 @ TOP OF PVC
W
GP
GPGP
GP
GP
GP
GP
GP GP
GP
GP GP
W
GP
GP
GP
GP
GPGPGP
GPGPGPGPGPGPGPGPGPGPGPGPGPGPGP
GP
GP
SS
GP&LITE
GP
J11-2
CB
1
S 3RD STREET
LO
G
A
N
A
V
E
S
BU
R
N
E
T
T
A
V
E
S
LIMIT OF WORK
569600-0050
000720-0188
PROPERTY LINE
SPU P, HEADER
SPU W, 66"
569600-0055
569600-0120569600-0065
MATCH LINE
EXISTING PEDESTRIAN
LIGHTS TO REMAIN
PROPOSED CATENARY POLES, TYP.
PROPOSED MAST
LIGHT POLES
EXISTING
PEDSTRIAN LIGHTS
TO BE REMOVED
DASHED LINE REPRESENTS ZONE WHEREIN
NO PROPOSED TREES OR LIGHT POLE
FOOTINGS ARE LOCATED. CLEAR AREA IS
10' FROM EDGE OF SPU WATER PIPES, 5'
FROM SPU HEADER CABLE, TYP.
SPU W, 51.5"
SPU W, 12"
10' - 0"
10' - 0"
15' - 5"
21' - 2"
24' - 3"
25' - 4"
49' - 9 1/2"
TRENCHING FOR
CATENARY ELECTRICAL
CONNECTIONS, REFER
TO CIVIL AND
ELECTRICAL PLANS
1. REFER TO CIVIL DRAWINGS FOR ALL EXISTING AND PROPOSED
UTILITY LINES, POLES, METERS, VAULTS, AND STRUCTURES.
2. REFER TO CIVIL DRAWINGS FOR ALL HARDSCAPE GRADING
INFORMATION.
3. REPORT ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND
ACTUAL FIELD CONDITIONS TO LANDSCAPE ARCHITECT PRIOR
TO CONSTRUCTION/INSTALLATION.
GENERAL NOTES
1" = 20'-0"1 LANDSCAPE KEY PLAN 0 10'20'
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61LANDSCAPE KEY PLAN
CIVIL CONSTRUCTION PERMIT
L0.00
07/16/25
23
R-433423
SHEET INDEX
L0.00 LANDSCAPE KEY PLAN
L0.01 TREE RETENTION PLAN - MARKET
L0.02 TREE RETENTION PLAN - PIAZZA
L0.11 SELECTIVE DEMOLITION PLAN - MARKET
L0.12 SELECTIVE DEMOLITION PLAN - PIAZZA
L0.13 SELECTIVE DEMOLITION PLAN ENLARGEMENTS - MARKET
L0.14 SELECTIVE DEMOLITION PLAN ENLARGEMENTS - PIAZZA
L1.01 MATERIALS PLAN - MARKET
L1.02 MATERIALS PLAN - PIAZZA
L2.02 GRADING PLAN - PIAZZA
L3.01A PLANTING PLAN - MARKET - TREES + GC
L3.01B PLANTING PLAN - MARKET - SHRUBS + PERENNIALS
L3.02A PLANTING PLAN - PIAZZA - TREES + GC
L3.02B PLANTING PLAN - PIAZZA - SHRUBS + PERENNIALS
L3.03 PLANTING SCHEDULE
L3.04 PLANTING DETAILS
L3.05 PLANTING DETAILS
L3.06 PLANTING DETAILS
L4.01 IRRIGATION PLAN - MARKET
L4.02 IRRIGATION PLAN - PIAZZA
L4.03 IRRIGATION DETAILS
L4.04 IRRIGATION DETAILS
L5.01 MATERIALS DETAILS
L5.02 MATERIALS DETAILS
L6.01 LAYOUT PLAN - MARKET
L6.02 LAYOUT PLAN - PIAZZA
L6.03 LAYOUT PLAN - PIAZZA SCORING AND JOINTING ENLARGEMENT -
WEST
L6.04 LAYOUT PLAN - PIAZZA SCORING AND JOINTING ENLARGEMENT -
EAST
amorganroth
08/12/2025
CURRENT PLANNING DEVELOPMENT ENGINEERING
msippo 08/13/2025
1. REFER TO ARBORIST REPORT INCLUDED WITH BID PACKAGE.
2. PROVIDE TREE PROTECTION FENCING PER TREE PROTECTION
SITE PLAN.
3. TREE REPLACEMENT IS NOT REQUIRED ON THIS PROJECT SINCE
THE PROJECT MEETS THE 30% TREE RETENTION MINIMUM.
40 TREE CREDITS REQUIRED
112.5 TREE CREDITS PROVIDED
NOTES
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61TREE RETENTION PLAN - MARKET
CIVIL CONSTRUCTION PERMIT
L0.01
07/16/25
24
R-433424
3" = 1'-0"1 TREE PROTECTION ZONE AND SIGNAGE
TREES 44-46, 49-51 ARE ON ADJACENT
PROPERTY AND NOT COUNTED
TOWARDS TREE RENTENTION CREDITS
TREES 41-43 ARE IN LOGAN AVE S
ROW AND NOT COUNTED TOWARDS
TREE RENTENTION CREDITS
TREES 55-60 ARE IN BURNETT AVE S
ROW AND NOT COUNTED TOWARDS
TREE RENTENTION CREDITS
amorganroth
08/12/2025
CURRENT PLANNING DEVELOPMENT ENGINEERING
msippo 08/13/2025
1. REFER TO ARBORIST REPORT INCLUDED WITH BID PACKAGE.
2. PROVIDE TREE PROTECTION FENCING PER TREE PROTECTION
SITE PLAN.
3. TREE REPLACEMENT IS NOT REQUIRED ON THIS PROJECT SINCE
THE PROJECT MEETS THE 30% TREE RETENTION MINIMUM.
40 TREE CREDITS REQUIRED
112.5 TREE CREDITS PROVIDED
NOTES
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61TREE RETENTION PLAN - PIAZZA
CIVIL CONSTRUCTION PERMIT
L0.02
07/16/25
25
R-433425
3" = 1'-0"1 TREE PROTECTION ZONE AND SIGNAGE
TREES 1-6 ARE IN S 3RD ST ROW
AND NOT COUNTED TOWARDS TREE
RENTENTION CREDITS
amorganroth
08/12/2025
CURRENT PLANNING DEVELOPMENT ENGINEERING
msippo 08/13/2025
U
U
U
U
T
T
SS (RECORD)
SS (RECORD)SS (RECORD)
SS (RECORD)
P
P
P
P
P
P
216
227
231
311
312 314
319
332
339
366
369
313
SS
SS
GP
GP
GP
GP
GP
SS
SS
SS
GP
GP
GP
GP
GPGP
GP
GPGPGPGPGPGPGPGPGPGPGPGPGPGPGP
GP
GP
SS
GP&LITE
GP
REMOVE AT EXPANSION JOINT
SAWCUT NOT AT A JOINT
CONCRETE CUTTING LEGEND
SAWCUT AT NEAREST JOINT
1 2 3 4 5 6 7 8 9 10 11 12
G
(485 SF)
PROPERTY LINE
LIMIT OF WORK
MATCH LINE, SEE SHEET L0.12
L0.13
2
L0.13
3
NOTE: FULL CONCRETE ROAD
PANEL RESTORATION REQUIRED
WHERE EXISTING CONCRETE
ROADWAY IS DISTURBED.
REFER TO CIVIL DWGS
1. TRANSPORT SALVAGED ITEMS TO THE CITY OF RENTON MAINTENANCE SHOP
LOCATED AT 107 WILLIAMS AVE N, RENTON, WA 98057.
2. SALVAGE EXISTING TRASH RECEPTACLES. SALVAGED TRASH RECEPTACLES ARE
TO BE REFURBISHED, REPAINTED (COLOR TBD), AND REINSTALLED PER THE
LOCATIONS SHOWN ON THE MATERIALS AND LAYOUT PLANS.
3. REFER TO SHEET L4.02 AND CIVIL DRAWINGS FOR EXTENTS OF EXISTING
IRRIGATION SYSTEM TO BE DEMOLISHED.
4. REFER TO ELECTRICAL DRAWINGS FOR EXTENTS OF EXISTING ELECTRICAL
SYSTEM TO BE DEMOLISHED.
DEMOLITION NOTES
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61SELECTIVE DEMOLITION PLAN - MARKET
CIVIL CONSTRUCTION PERMIT
L0.11
07/16/25
26
R-433426
0 5'10'
1" = 10'-0"1 SELECTIVE DEMOLITION KEY PLAN - MARKET
DEVELOPMENT ENGINEERING
msippo 08/13/2025
U
U
U
UUUU
SS (RECORD)
SS (RECORD)SS (RECORD)
SS (RECORD)
SS (RECORD)
SS (RECORD)
P
P
W
SS
W
W
W
W
W
GP
GP
GP
GP
SS
W
J11-2
CB
1
AL AL
AL
S 3RD STREET
LO
G
A
N
A
V
E
S
BU
R
N
E
T
T
A
V
E
S
PROPERTY LINE
LIMIT OF
WORK
L0.14
1
L0.14
2
L0.14
3
L0.14
4
L0.14
5
MATCH LINE, SEE SHEET L0.11
SALVAGE EXISTING
PLAQUE #1
7
L0.14
SALVAGE EXISTING
STONE SIGN #1
12
L0.14
SALVAGE EXISTING
SCULPTURE #1
11
L0.14
SALVAGE
EXISTING
PLAQUE #3
9
L0.14
SALVAGE
EXISTING
PLAQUE #2
8
L0.14
SALVAGE
EXISTING
PLAQUE #4
10
L0.14
EXISTING SIGN
TO REMAIN
EXISTING TRASH RECEPTACLE,
REFURBISH AND REINSTALL AT
SAME LOCATION
EXISTING TRASH RECEPTACLE,
REFURBISH AND REINSTALL AT
SAME LOCATION
SALVAGE EXISTING
TRASH RECEPTACLE
AND REINSTALL PER
PLANS
SALVAGE EXISTING
TRASH RECEPTACLE
AND REINSTALL PER
PLANS
SALVAGE EXISTING
DRINKING FOUNTAIN
AND REINSTALL AT NEW
LOCATION, REFER TO
MATERIALS PLANS
SALVAGE EXISTING
TRASH RECEPTACLE
AND REINSTALL PER
PLANS
SALVAGE EXISTING
TRASH RECEPTACLE
AND REINSTALL PER
PLANS
PRESERVE EXISTING
CONCRETE SEAT
WALLS AND
BOULDERS THAT ARE
CAST INTO THE WALLS
AT THESE LOCAITONS
NOTE: FULL CONCRETE ROAD PANEL
RESTORATION REQUIRED WHERE
EXISTING CONCRETE ROADWAY IS
DISTURBED. REFER TO CIVIL DWGS
REFER TO CIVIL PLANS FOR EXTENT OF
WORK ON SOUTH 3RD STREET ROW
REMOVE AT EXPANSION JOINT
SAWCUT NOT AT A JOINT
CONCRETE CUTTING LEGEND
SAWCUT AT NEAREST JOINT
1. TRANSPORT SALVAGED ITEMS TO THE CITY OF RENTON MAINTENANCE SHOP
LOCATED AT 107 WILLIAMS AVE N, RENTON, WA 98057.
2. SALVAGE EXISTING TRASH RECEPTACLES. SALVAGED TRASH RECEPTACLES ARE
TO BE REFURBISHED, REPAINTED (COLOR TBD), AND REINSTALLED PER THE
LOCATIONS SHOWN ON THE MATERIALS AND LAYOUT PLANS.
3. REFER TO SHEET L4.02 AND CIVIL DRAWINGS FOR EXTENTS OF EXISTING
IRRIGATION SYSTEM TO BE DEMOLISHED.
4. REFER TO ELECTRICAL DRAWINGS FOR EXTENTS OF EXISTING ELECTRICAL
SYSTEM TO BE DEMOLISHED.
DEMOLITION NOTES
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61SELECTIVE DEMOLITION PLAN - PIAZZA
CIVIL CONSTRUCTION PERMIT
L0.12
07/16/25
27
R-433427
1" = 10'-0"1 SELECTIVE DEMOLITION KEY PLAN - PIAZZA
0 10'20'
DEVELOPMENT ENGINEERING
msippo 08/13/2025
REMOVE AT EXPANSION JOINT
SAWCUT NOT AT A JOINT
CONCRETE CUTTING LEGEND
SAWCUT AT NEAREST JOINT
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61
SELECTIVE DEMOLITION PLAN ENLARGEMENTS -
MARKET
CIVIL CONSTRUCTION PERMIT
L0.13
07/16/25
28
R-433428
1/4" = 1'-0"2 ENLARGEMENT 6
1/4" = 1'-0"1 MARKET SIDE SEWER
1/4" = 1'-0"3 ENLARGEMENT 7
DEVELOPMENT ENGINEERING
msippo 08/13/2025
AL
AL AL
REMOVE AT EXPANSION JOINT
SAWCUT NOT AT A JOINT
CONCRETE CUTTING LEGEND
SAWCUT AT NEAREST JOINT
CORE (3) 12" DIAMTER SUMP
HOLES IN BASE OF
FOUNTAIN, EXTENDING 12"
DEEP BELOW BOTTOM OF
CONCRETE FOUNTAIN SLAB.
FILL WITH DRAIN ROCK
NOTE: FINISH GRADES TO BE
ADA COMPLIANT
1/4"
1/
4
"
GRIND CORNER
EXISTING CONCRETE PAVING
TO REMAIN
EXISTING CONCRETE PAVING
TO BE REMOVED
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61
SELECTIVE DEMOLITION PLAN ENLARGEMENTS -
PIAZZA
CIVIL CONSTRUCTION PERMIT
L0.14
07/16/25
29
R-433429
1/4" = 1'-0"1 ENLARGEMENT 1
1/4" = 1'-0"2 ENLARGEMENT 2
1/4" = 1'-0"3 ENLARGEMENT 3
1/4" = 1'-0"4 ENLARGEMENT 4
1/4" = 1'-0"5 ENLARGEMENT 5
REMOVE UPPER
FOUNTAIN BOWL
ABOVE CONCRETE
PODIUM
3" = 1'-0"6 SAWCUT AT EXISTING CONCRETE
1/4" = 1'-0"12 STONE SIGN #1
1/4" = 1'-0"11 SCULPTURE #1
1/4" = 1'-0"7 PLAQUE #1
1/4" = 1'-0"8 PLAQUE #2
1/4" = 1'-0"9 PLAQUE #3
1/4" = 1'-0"10 PLAQUE #4
DEVELOPMENT ENGINEERING
msippo 08/13/2025
U
U
U
U
T
T
SS (RECORD)
SS (RECORD)SS (RECORD)
SS (RECORD)
GAS METER ASSEMBLY
P
P
P
P
P
P
2'
YD SOLID COVER
RIM 36.44
IE 33.8 SE, 8" IRON
SS
SS
GP
GP
GP
GP
SS
SS
SS
GP
GP
GP
GP
GPGP
GP
GPGPGPGPGPGPGPGPGPGPGPGPGPGPGP
GP
GP
SS
GP&LITE
GP
LO
G
A
N
A
V
E
S
BU
R
N
E
T
T
A
V
E
S
PA
(645 SF)
2A
DRIVEWAY, SEE CIVIL
LIMIT OF WORK
PROPERTY LINE
MATCH LINE, SEE SHEET L1.02
SEWER, SEE CIVIL
2A
TRENCH DRAIN, SEE CIVIL.
4 4
REFER TO ARCH DWGS FOR
EAST/WEST PAVING CUT LINE
LOCATION. SAWCUT TO THE
NEAREST JOINT
SOUTH CUT LINE OF NEW PAVING TO ALIGN WITH PLANTER EXTENTS
REFURBISHED
PLANTING AREA TO
MATCH CURRENT
EXTENTS. MAINTAIN
EXISTING GRADES.
REMOVABLE BOLLARDS
REMOVABLE BOLLARDS
MOUNTING PLATES, REFER
TO CIVIL FOR LAYOUT
CURB AND
ROADWAY PER CIVIL
2A
6
L5.01
3
3
2C2C2C2C2C2A2A 2A2A2A 2A
REFER TO CIVIL DWGS FOR
EAST/WEST PAVING CUT LINE
LOCATION. SAWCUT TO THE
NEAREST JOINT
6
L5.01
1
REFER TO ARCH DWGS FOR ENCLOSURE
TYPE 1 NEW CIP CONCRETE PAVEMENT WITH
CITY OF RENTON STANDARD SIDEWALK
SCORING AND FINISH
1
MATERIALS LEGEND -MARKET
EXISTING TREE TO REMAIN. PROTECT IN PLACE WITH
CITY STANDARD TREE PROTECTION. REFER TO L0.01
FOR TREE REMOVALS, PROTECTION MEASURES, AND
CALCULATIONS
TYPE 2A NEW CIP CONCRETE PAVEMENT WITH
INTEGRAL COLOR AND SEALED MEDIUM
TOP-CAST FINISH. COLOR: REFER TO NOTE 2
THIS SHEET.
2A
PLANTING AREA. SOIL MIN. 18" DEPTH AND
INCREASED TO 36" DEPTH AT TREES, WITH 2"
ORGANIC MULCH -SEE SPEC SECTION 32 91 20
PA
PREFABRICATED METAL PLANTER, BASIS OF
DESIGN: TOURNESOL 'WILSHIRE' WITH PAINTED
MILD STEEL FINISH
4
(2) @ 2' x 2' x 8'
(2) @ 2' x 2' x 10'
1
L3.04
1
L5.01
3
L3.04
EXISTING CIP CONCRETE PAVEMENT TO
REMAIN. CLEAN SURFACE, SEE NOTE 2. REMOVE
AND/OR GRIND SMOOTH ANY ATTACHED
ELEMENTS
3
TYPE 2C NEW CIP CONCRETE PAVEMENT WITH
INTEGRAL COLOR AND SEALED MEDIUM
TOP-CAST FINISH. COLOR: REFER TO NOTE 2
THIS SHEET.
2C1
L5.01
1. ALL PEDESTRIAN PAVEMENTS SHALL BE SEALED WITH A
MATTE FINISH PENETRATING SEALER. REFER TO
SPECIFICATION 033525.
2. CLEANED EXISTING PAVEMENT WILL BE THE BASIS OF
COMPARISON FOR MOCK-UPS OF CONCRETE TYPES 2A,
2B, AND 2C.
3. AVOID DISTURBANCE OF EXISTING TREES PER
ARBORIST RECOMMENDAITONS. REFER TO ARBORIST
REPORT FOR EXTENT OF EXISTING TREE CRITICAL
ROOT ZONES.
4. AVOID DISTURBANCE OF EXISTING IRRIGATION TO
REMAIN, REFER TO IRRIGATION PLANS FOR EXTENTS.
5. REFURBISH SALVAGED DRINKING FOUNTAIN. INSTALL
SHIMS AS NEEDED TO ENSURE FOUNTAIN IS PLUMB
MATERIALS NOTES
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61MATERIALS PLAN - MARKET
CIVIL CONSTRUCTION PERMIT
L1.01
07/16/25
30
R-433430
1" = 10'-0"1 MATERIALS PLAN - MARKET
0 5'10'
DEVELOPMENT ENGINEERING
msippo 08/13/2025
U
U
U
UUUU
SS (RECORD)
SS (RECORD)SS (RECORD)
SS (RECORD)
SS (RECORD)
SS (RECORD)
P
P
YD SOLID COVER
RIM 36.44
IE 33.8 SE, 8" IRON
W
SS
W
W
W
W
W
GP
GP
GP
GP
SS
W
J11-2
CB
1
S 3RD STREET
LO
G
A
N
A
V
E
S
BU
R
N
E
T
T
A
V
E
S
2AL
PA
59
7
7
7
788
8
8
8 8
MATCH LINE, SEE SHEET L1.01
PROPERTY LINE
(593 SF)
(1165 SF)
(1999 SF)
(1210 SF)
(370 SF)
(353 SF)
(668 SF)
(621 SF)
(194 SF)
(1044 SF)
PAVEMENT IS CONTINUOUS
UNDER WOOD SEATING
STRUCTURE
4
44
PAVEMENT IS CONTINUOUS
UNDER WOOD SEATING
PLATFORMS, TYP.
LIMIT OF
WORK
REINSTALL REFURBISHED FOUNTAIN,
SEE NOTE 5 THIS SHEET
SALVAGED AND
REFURBISHED
TRASH RECEPTACLE
SALVAGED AND
REFURBISHED
TRASH RECEPTACLE
SALVAGED AND
REFURBISHED
TRASH RECEPTACLE
SALVAGED AND
REFURBISHED
TRASH RECEPTACLE
STUMPERY4
L5.02
2A
7
FILL EXISTING BASINS
WITH CONCRETE, FLUSH
TO TOP OF EXISTING
CONCRETE. ENSURE
POSITIVE DRAINAGE.
4
L5.02
9
EXISTING TREE CRITICAL
ROOT ZONE, TYP. REFER TO
ARBORIST REPORT
2A 2A
2A
3
33
2C
2B2A2B2B10
2A
2A
2A
2B (282 SF)
(498 SF)
SALVAGED AND
REFURBISHED
TRASH RECEPTACLE
SALVAGED AND
REFURBISHED
TRASH RECEPTACLE
LANDSCAPE ELECTRICAL
RECEPTACLE IN LOCKABLE
TAMPER PROOF BOX WITH
WHILE-IN-USE COVER, TYP.
REFER TO ELEC DWGS
4
4
TYP
6A
TYP
6B 10
2A3
1
2A
PROTECT EXISTING PLANTS
AND SOIL IN MEDIAN DURING
INSTALLATION OF NEW
VEHICULAR PAVEMENT
2A
2A
2A
2A
2B
2B
ELECTRICAL DISCONNECT FOR
RECEPTACLES MOUNTED IN
CATENARY POLES ON THE EAST
SIDE OF LOGAN AVE SOUTH. IN
LOCKABLE TAMPER PROOF BOX
WITH INTERCHANGEABLE LOCKING
CORE. LOCK MANUFCTURER:
"BEST". REFER TO ELEC DWGS
MATERIALS LEGEND -PIAZZA
TYPE 1 NEW CIP CONCRETE PAVEMENT WITH
CITY OF RENTON STANDARD SIDEWALK
SCORING AND FINISH
1 EXISTING TREE TO REMAIN.
PROTECT IN PLACE WITH CITY
STANDARD TREE PROTECTION.
REFER TO L0.02 FOR TREE
REMOVALS, PROTECTION
MEASURES, AND CALCULATIONS
TYPE 2A NEW CIP CONCRETE PAVEMENT WITH
INTEGRAL COLOR AND SEALED MEDIUM
TOP-CAST FINISH. COLOR: REFER TO NOTE 2
THIS SHEET.
2A
POROUS FLEXIBLE SURFACE9TYPE 1 WOOD TOPPED SEATING STRUCTURE:
BASIS OF DESIGN: 20' Ø COLUMBIA CASCADE
"ROUND PLATFORM SEAT"
5
TYPE 2B WOOD TOPPED SEATING STRUCTURES:
BASIS OF DESIGN COLUMBIA CASCADE "ROUND
PLATFORM SEAT", 48" Ø
6B
PLANTING AREA. SOIL MIN. 18" DEPTH AND
INCREASED TO 36" DEPTH AT TREES, WITH 2"
ORGANIC MULCH -SEE SPEC SECTION 32 91 20
PA
SODDED LAWNL
MAST LIGHT POLES, SEE ELECTRICAL PLANS.
COLOR BE "RAL 9005TX"7
CATENARY LIGHT POLES, SEE ELECTRICAL
PLANS. COLOR BE "RAL 9005TX"8
1
L5.01
2
L3.04
1
L3.04
CIP CONCRETE FLUSH PLANTER CURB4
2
L5.01
EXISTING CIP CONCRETE PAVEMENT TO
REMAIN. CLEAN SURFACE, SEE NOTE 2. REMOVE
AND/OR GRIND SMOOTH ANY ATTACHED
ELEMENTS
3
TYPE 2B NEW CIP CONCRETE PAVEMENT WITH
INTEGRAL COLOR AND SEALED MEDIUM
TOP-CAST FINISH. COLOR: REFER TO NOTE 2
THIS SHEET.
2B1
L5.01
TYPE 2C NEW CIP CONCRETE PAVEMENT WITH
INTEGRAL COLOR AND SEALED MEDIUM
TOP-CAST FINISH. COLOR: REFER TO NOTE 2
THIS SHEET.
2C1
L5.01
SOIL CELLS10
5
L5.02
3
L5.02
1
L3.06
TYPE 2A WOOD TOPPED SEATING STRUCTURES:
BASIS OF DESIGN COLUMBIA CASCADE "ROUND
PLATFORM SEAT" WITH 72" Ø BOTTOM TIER, 36"
Ø UPPER TIER
6A
3
L5.01
4
L5.01
5
L5.01
1. ALL PEDESTRIAN PAVEMENTS SHALL BE SEALED WITH A
MATTE FINISH PENETRATING SEALER. REFER TO
SPECIFICATION 033525.
2. CLEANED EXISTING PAVEMENT WILL BE THE BASIS OF
COMPARISON FOR MOCK-UPS OF CONCRETE TYPES 2A,
2B, AND 2C.
3. AVOID DISTURBANCE OF EXISTING TREES PER
ARBORIST RECOMMENDAITONS. REFER TO ARBORIST
REPORT FOR EXTENT OF EXISTING TREE CRITICAL
ROOT ZONES.
4. AVOID DISTURBANCE OF EXISTING IRRIGATION TO
REMAIN, REFER TO IRRIGATION PLANS FOR EXTENTS.
5. REFURBISH SALVAGED DRINKING FOUNTAIN. INSTALL
SHIMS AS NEEDED TO ENSURE FOUNTAIN IS PLUMB
MATERIALS NOTES
N O T F O R C O N S T R U C T I O N
F O R R E F E R E N C E O N L Y
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
ING
T
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
TT H E W M.PO
R
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 62
1 CIVIL PERMIT CORRECTIONS 1 9/15/2025
MATERIALS PLAN - PIAZZA
100% CONSTRUCTION DOCUMENTS
L1.02
02/10/2025
31
R-433431
1" = 10'-0"1 MATERIALS PLAN - PIAZZA
0 5'10'
1
DEVELOPMENT ENGINEERING
msippo 10/02/2025
J11-2
CB
1
36.8
3
7
.
2
3
7
.4
36.6
37.4
3 7.2
37.6
37.8
3 8 .2
3 8 .4
38.6
38.8
38
.6
38.438.2
3 7 .8
37.6
37.0
3 8 .0
38.0
LO
G
A
N
A
V
E
S
S 3RD STREET
BU
R
N
E
T
T
A
V
E
S
37.60
37.80
38.00
38.20
HP
38.40
37.80
38.40
38.60
38.20
37.20
37.40
37.60
37.80
38.60
38.60
38.80
36.95
36.59
36.55
36.58
36.68
38.79
37.58 STORM
37.50
38.48
38.92
38.55
38.86
2
%
3
.
1
%
40.00
41.00
42.00 38.56
38.59
38.00
37.40
37.60
38.40
38.60
38.80
38.80
37.00
36.80
36.60
37.80
37.36
37.20
37.00 37.46 37.60 37.88
36.80
37.00
37.20
37.40
38.00
38.60
38.80
39.00
38.80
38.40
RESHAPE TOPOGRAPHY TO
MATCH PAVEMENT GRADES AS
NECESSARY. MINIMIZE
DISTURBANCE TO CRITICAL
ROOT ZONES.38.89
38.5238.4238.43
38.72
39.08
39.01
38.47
38.80
38.89
38.96
38.22
EXISTING TREE CRITICAL
ROOT ZONE, TYP.
HP
37.80
HP
37.40
3.3%
3.7
%
PROPERTY LINE
LIMIT OF
WORK
REFER TO CIVIL PLANS FOR EXTENT OF
WORK ON SOUTH 3RD STREET ROW
LEGEND -GRADING
PROPOSED ELEVATION
HP XXX.XX HIGH POINT OF SOIL ELEVATION
XXX.XX
XX %PROPOSED SLOPE
LP XXX.XX LOW POINT ELEVATION
SURVEY REFERENCE ELEVATION, SEE CIVILXXX.XX
1. REFERENCE CIVIL SHEETS FOR ALL HARDSCAPE
GRADING.
2. CALL THE UTILITIES UNDERGROUND LOCATION
CENTER FOR FIELD LOCATION OF ALL UTILITIES.
DO NOT PERFORM ANY EXCAVATION OR OTHER
GRADING OPERATIONS PRIOR TO THEIR
LOCATION.
3. SLOPE FINISHED SURFACE A MINIMUM OF 2%
AWAY FROM THE BUILDING ON ALL SIDES UNLESS
NOTED OTHERWISE.
4. COORDINATE FINE GRADING AND SURFACE
DRAINAGE WITH LANDSCAPE INSTALLATION. SEE
MATERIALS PLANS AND ARCHITECTURAL PLANS
FOR HARDSCAPE, LANDSCAPE FEATURES, AND
PLANTING AREAS.
GRADING NOTES
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61GRADING PLAN - PIAZZA
CIVIL CONSTRUCTION PERMIT
L2.02
07/16/25
32
R-433432
1" = 10'-0"1 GRADING PLAN - PIAZZA
0 5'10'
DEVELOPMENT ENGINEERING
msippo 08/13/2025
U
U
U
U
T
T
SS (RECORD)
SS (RECORD)SS (RECORD)
SS (RECORD)
P
P
P
P
P
P
2'2'2'2'
YD SOLID COVER
RIM 36.44
IE 33.8 SE, 8" IRON
SS
SS
GP
GP
GP
GP
GP
SS
SS
SS
GP
GP
GP
GP
GPGP
GP
GPGPGPGPGPGPGPGPGPGPGPGPGPGPGP
GP
GP
SS
GP&LITE
GP
LO
G
A
N
A
V
E
S
BU
R
N
E
T
T
A
V
E
S
LIMIT OF WORK
PROPERTY LINE
MATCH LINE, SEE SHEET L3.02A
INSTALL ARBORIST MULCH AT
EXISTING TREE TO BE REMOVED
1. REFER TO CIVIL DRAWINGS FOR UTILITY INFORMATION.
2. ALL IN-GRADE PLANTED AREAS TO RECEIVE PERMANENT
IRRIGATION.
3. AIRATE AND APPLY SLOW RELEASE FERTILIZER AT ROOT ZONE
OF EXISTING TREES TO REMAIN PRIOR TO INSTALLATION OF
FLEXIBLE POROUS SURFACING.
4. REFER TO DETAIL L3.05/7 FOR 2-SPECIES GROUNDCOVER
PLANTING DETAIL.
PLANTING NOTES
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61PLANTING PLAN - MARKET - TREES + GC
CIVIL CONSTRUCTION PERMIT
L3.01A
07/16/25
33
R-433433
1" = 10'-0"1 PLANTING PLAN - MARKET - TREES + GC
0 5'10'
amorganroth
08/12/2025
CURRENT PLANNING DEVELOPMENT ENGINEERING
msippo 08/13/2025
U
U
U
U
T
T
SS (RECORD)
SS (RECORD)SS (RECORD)
SS (RECORD)
P
P
P
P
P
P
2'2'
YD SOLID COVER
RIM 36.44
IE 33.8 SE, 8" IRON
SS
SS
GP
GP
GP
GP
GP
SS
SS
SS
GP
GP
GP
GP
GPGP
GP
GPGPGPGPGPGPGPGPGPGPGPGPGPGPGP
GP
GP
SS
GP&LITE
GP
LO
G
A
N
A
V
E
S
BU
R
N
E
T
T
A
V
E
S
LIMIT OF WORK
PROPERTY LINE
MATCH LINE, SEE SHEET L3.02B
1. REFER TO CIVIL DRAWINGS FOR UTILITY INFORMATION.
2. ALL IN-GRADE PLANTED AREAS TO RECEIVE PERMANENT
IRRIGATION.
3. AIRATE AND APPLY SLOW RELEASE FERTILIZER AT ROOT ZONE
OF EXISTING TREES TO REMAIN PRIOR TO INSTALLATION OF
FLEXIBLE POROUS SURFACING.
4. REFER TO DETAIL L3.05/7 FOR 2-SPECIES GROUNDCOVER
PLANTING DETAIL.
PLANTING NOTES
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61
PLANTING PLAN - MARKET - SHRUBS +
PERENNIALS
CIVIL CONSTRUCTION PERMIT
L3.01B
07/16/25
34
R-433434
0 5'10'
1" = 10'-0"1 PLANTING PLAN - MARKET - SHRUBS + PERENNIALS
amorganroth
08/12/2025
CURRENT PLANNING DEVELOPMENT ENGINEERING
msippo 08/13/2025
U
U
U
UUUU
SS (RECORD)
SS (RECORD)SS (RECORD)
SS (RECORD)
SS (RECORD)
SS (RECORD)
P
P
3'
BARKBARKBARK
BARK
BARK
BARK/DIRT
YD SOLID COVER
RIM 36.44
IE 33.8 SE, 8" IRON
W
SS
W
W
W
W
W
GP
GP
GP
GP
SS
W
S 3RD STREET
LO
G
A
N
A
V
E
S
BU
R
N
E
T
T
A
V
E
S
LIMIT OF WORK
PROPERTY LINE
EXTENT OF SOIL CELLS
MATCH LINE, SEE SHEET L3.01A
1
L3.06
SPU P, HEADER
SPU W, 66"
DASHED LINE REPRESENTS ZONE
WHEREIN NO PROPOSED TREES OR
LIGHT POLE FOOTINGS ARE
LOCATED. CLEAR AREA IS 10' FROM
EDGE OF SPU WATER PIPES, 5' FROM
SPU HEADER CABLE, TYP.
SPU W, 51.5"
SPU W, 12"
7' - 0"
15' - 1"
11' - 0"
15' - 10"
6' - 4"
21' - 3"
10' - 0"
5' - 0"
1. REFER TO CIVIL DRAWINGS FOR UTILITY INFORMATION.
2. ALL IN-GRADE PLANTED AREAS TO RECEIVE PERMANENT
IRRIGATION.
3. AIRATE AND APPLY SLOW RELEASE FERTILIZER AT ROOT ZONE
OF EXISTING TREES TO REMAIN PRIOR TO INSTALLATION OF
FLEXIBLE POROUS SURFACING.
4. REFER TO DETAIL L3.05/7 FOR 2-SPECIES GROUNDCOVER
PLANTING DETAIL.
PLANTING NOTES
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61PLANTING PLAN - PIAZZA - TREES + GC
CIVIL CONSTRUCTION PERMIT
L3.02A
07/16/25
35
R-433435
1" = 10'-0"1 PLANTING PLAN - PIAZZA - TREES + GC
0 5'10'
amorganroth
08/12/2025
CURRENT PLANNING DEVELOPMENT ENGINEERING
msippo 08/13/2025
U
U
U
UUUU
SS (RECORD)
SS (RECORD)SS (RECORD)
SS (RECORD)
SS (RECORD)
SS (RECORD)
P
P
3'
BARKBARKBARK
BARK
BARK
BARK/DIRT
YD SOLID COVER
RIM 36.44
IE 33.8 SE, 8" IRON
W
SS
W
W
W
W
W
GP
GP
GP
GP
SS
W
S 3RD STREET
LO
G
A
N
A
V
E
S
BU
R
N
E
T
T
A
V
E
S
PROPERTY LINE
MATCH LINE, SEE SHEET L3.01B
LIMIT OF WORK
1. REFER TO CIVIL DRAWINGS FOR UTILITY INFORMATION.
2. ALL IN-GRADE PLANTED AREAS TO RECEIVE PERMANENT
IRRIGATION.
3. AIRATE AND APPLY SLOW RELEASE FERTILIZER AT ROOT ZONE
OF EXISTING TREES TO REMAIN PRIOR TO INSTALLATION OF
FLEXIBLE POROUS SURFACING.
4. REFER TO DETAIL L3.05/7 FOR 2-SPECIES GROUNDCOVER
PLANTING DETAIL.
PLANTING NOTES
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61PLANTING PLAN - PIAZZA - SHRUBS + PERENNIALS
CIVIL CONSTRUCTION PERMIT
L3.02B
07/16/25
36
R-433436
1" = 10'-0"1 PLANTING PLAN - PIAZZA - SHRUBS + PERENNIALS
0 5'10'
amorganroth
08/12/2025
CURRENT PLANNING DEVELOPMENT ENGINEERING
msippo 08/13/2025
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61PLANTING SCHEDULE
CIVIL CONSTRUCTION PERMIT
L3.03
07/16/25
37
R-433437
PLANTING SCHEDULE - GROUNDCOVERS - MARKET
QTY BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS
37 Fragaria chiloensis Beach Strawberry 4" POT 24" O.C.PRIMARY GROUNDCOVER
15 Mahonia nervosa Cascade Mahonia #2 POT 24" O.C. SECONDARY GROUNDCOVER
110 Polystichum munitum Western Sword Fern #1 POT 18" O.C.
19 Blechnum chilense Chilean Hard Fern #2 POT 24" O.C. SECONDARY GROUNDCOVER
55 Gaultheria shallon Salal #2 POT 24" O.C. PRIMARY GROUNDCOVER
PLANTING SCHEDULE - SHRUBS, PERENNIALS, GRASSES, AND VINES - MARKET
QTY BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS
DECIDUOUS SHRUB
5 Cornus sanguinea 'Midwinter Fire' Dogwood 'Midwinter Fire' #5 POT PER PLAN
3 Philadelphus lewesii 'Blizzard' 'Blizzard' Lewis's mock orange #7 POT PER PLAN
EVERGREEN SHRUB
3 Mahonia aquifolium 'Compacta' Compact Oregon Grape #5 POT PER PLAN
PERENNIAL
17 Achillea millefolium New Vintage White Yarrow #1 POT PER PLAN
13 Campanula rotundifolia Bluebell #1 POT PER PLAN
22 Dichelostemum congestum Ookow #5 POT PER PLAN
12 Geranium x cantabrigiense 'Biokovo' Cranesbill 'Biokovo' #1 POT PER PLAN
23 Geranium x riversleaianum 'Mavis
Simpson'
Crane's Bill 'Mavis Simpson' #2 POT PER PLAN
10 Helleborus x ericsmithii 'HGC Monte
Criso'
Hellebore Snow Rose #2 POT PER PLAN
11 Iris tenax Toughleaf iris #2 POT PER PLAN
21 Penstemon serrulatus Cascade penstemon #2 POT PER PLAN
VINE
12 Akebia quinata Chocolate vine #2 POT PER PLAN
PLANTING SCHEDULE - TREES - PIAZZA
QTY BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS
6 Amelanchier laevis ‘Snowcloud’ Snowcloud Serviceberry 3-1/2" CAL PER PLAN
1 Gleditsia triacanthos Honeylocust 3-1/2" CAL PER PLAN
5 Ulmus 'Frontier' Frontier Elm 3-1/2" CAL PER PLAN
PLANTING SCHEDULE - SHRUBS, PERENNIALS, AND GRASSES - PIAZZA
QTY BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS
DECIDUOUS SHRUB
5 Cornus canadensis Bunchberry #1 POT PER PLAN
7 Cornus sanguinea 'Midwinter Fire' Dogwood 'Midwinter Fire' #5 POT PER PLAN
21 Philadelphus lewesii 'Blizzard' 'Blizzard' Lewis's mock orange #7 POT PER PLAN
10 Spirea 'Little Princess' Little Princess Spirea #5 POT PER PLAN
EVERGREEN SHRUB
12 Mahonia aquifolium 'Compacta' Compact Oregon Grape #5 POT PER PLAN
FERN
2 Adiantum aleuticum Western Maidenhair fern #2 POT PER PLAN
5 Asplenium trichomanes Maidenhair spleenwort #2 POT PER PLAN
11 Blechnum spicant Deer Fern #2 POT PER PLAN
9 Polypodium glycyrrhiza Licorice fern #2 POT PER PLAN
16 Polypodium scouleri Leathery polypody #2 POT PER PLAN
PERENNIAL
187 Achillea millefolium New Vintage White Yarrow #1 POT PER PLAN
16 Allium senescens German Garlic #1 POT PER PLAN
55 Anemone 'Dreaming Swan' Dreaming Swan Anemone #1 POT PER PLAN
29 Aster x frikartii 'Monch' Monch Aster #1 POT PER PLAN
22 Bergenia 'Bressingham White' Bressingham White Bergenia #2 POT PER PLAN
30 Campanula rotundifolia Bluebell #1 POT PER PLAN
3 Dicentra formosa Bleeding Heart #2 POT PER PLAN
100 Dichelostemum congestum Ookow #5 POT PER PLAN
12 Galium odoratum Sweet Woodruff #1 POT PER PLAN
33 Geranium x cantabrigiense 'Biokovo' Cranesbill 'Biokovo' #1 POT PER PLAN
20 Geranium x riversleaianum 'Mavis Simpson' Crane's Bill 'Mavis Simpson' #2 POT PER PLAN
116 Helleborus x ericsmithii 'HGC Monte Criso' Hellebore Snow Rose #2 POT PER PLAN
52 Iris tenax Toughleaf iris #2 POT PER PLAN
34 Penstemon serrulatus Cascade penstemon #2 POT PER PLAN
30 Sidalcea cusickii Cusick's Checkermallow #2 POT PER PLAN
5 Trillium ovatum Western Trillium #2 POT PER PLAN
PLANTING SCHEDULE - GROUNDCOVERS - PIAZZA
QTY BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS
491 Fragaria chiloensis Beach Strawberry 4" POT 24" O.C. PRIMARY GROUNDCOVER
174 Mahonia nervosa Cascade Mahonia #2 POT 24" O.C. SECONDARY GROUNDCOVER
435 Polystichum munitum Western Sword Fern #1 POT 18" O.C.
46 Blechnum chilense Chilean Hard Fern #2 POT 24" O.C. SECONDARY GROUNDCOVER
134 Gaultheria shallon Salal #2 POT 24" O.C. PRIMARY GROUNDCOVER
169 Arctostaphylos 'Emerald Carpet' Emerald Carpet Manzanita #2 POT 24" O.C. PRIMARY GROUNDCOVER
58 Ceanothus 'Yankee Point' Yankee Point Ceanothus #2 POT 24" O.C. SECONDARY GROUNDCOVER
101 Asarum caudatum Western wild Ginger 4" POT 18" O.C.
PLANTING SCHEDULE - SOD LAWN - PIAZZA
AREA BOTANICAL NAME COMMON NAME COMMENTS
3164 SF SOD SOD Turf mix: Turf-Type Perennial Rye Grass, Kentucky Bluegrass, Fine Fescue
amorganroth
08/12/2025
CURRENT PLANNING DEVELOPMENT ENGINEERING
msippo 08/13/2025
NOTES:
1. AT TREES, ENSURE COMPACTED SOIL INSTALLED TO 6" BELOW DEPTH
OF ROOTBALL AND FOR FULL WIDTH OF PIT (2X ROOTBALL Ø)
2. ALL COMPACTED SOIL MUST BE TILLED AT LEAST 6". THIS INCLUDES
SOIL THAT HAS EXPERIENCED VEHICULAR LOADING AFTER SOIL HAS
BEEN INSTALLED.
3. AT LOCATIONS WHERE EXISTING STUMPS ARE GROUND AND REMOVED,
ADD ADDITIONAL TOP SOIL TO MAKE UP ANY DIFFERENCE IN OVERALL
SOIL DEPTH.
FINISH GRADE
MULCH, SEE SPEC
SECTION 329113
TWO-WAY SOIL MIX,
SEE SPEC SECTION
329113
BLEND 6" OF SOIL MIX
WITH MINIMUM 6"
EXISTING NATIVE SOIL,
SEE SPEC SECTION
329113
EXISTING SUBGRADE
6"
2"
MI
N
.
1'
-
0
"
OVEREXCAVATION, MIN.
DEPTH, 14" FROM FINISH
GRADE
FINISH GRADE
SODDED TURF, SEE SPEC
SECTION 32 92 23
8
"
EXISTING SOIL OR EXISTING
SOIL COMPACTED TO 85%
MAX DRY DENSITY
LAWN TOPSOIL, SEE
SPEC SECTION 32 91 20
MULCH, SEE SPECS
3-WAY PLANTING
SOIL, SEE SPECS
FILTER FABRIC
CLEAN WASHED DRAIN
ROCK
FINISHED GRADE
1X4 HDPE PLASTIC LUMBER
BLOCKING BELOW PLANTERS @
18" O.C.
RUN BLOCKING PARALLEL TO
THE SHORT DIRECTION OF THE
PLANTER. HOLD ENDS OF
BLOCKING 2" INBOARD OF FACE
OF PLANTER, TYP. ALL SIDES.
2"
2"
2" TYP.
2'
-
0
"
2"
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61PLANTING DETAILS
CIVIL CONSTRUCTION PERMIT
L3.04
07/16/25
38
R-4334383/4" = 1'-0"1 SOIL PREPARATION - PLANTED AREAS ON GRADE
1 1/2" = 1'-0"2 SOIL PREPARATION - AT TURF AREA
3/4" = 1'-0"3 FREESTANDING PLANTER WITH SOIL
amorganroth
08/12/2025
CURRENT PLANNING DEVELOPMENT ENGINEERING
msippo 08/13/2025
SET PLANT AT NEW
FINISH GRADE
MULCH, FEATHER TO
BASE OF PLANT
FINISH GRADE OF
MULCH
CONTROLLED RELEASE
FERTILIZER GRANULES,
PLACE PRIOR TO MULCH
APPLICATION
IMPORT TOPSOIL PER
SPECIFICATIONS
MOUND CENTER OF PLANTING
PIT TO A 6" PEDESTAL FOR
DRAINAGE, COMPACT TO
SUBGRADE DENSITY
CONTAINER PLANTS: SCORE
ROOT BALL IN 3 PLACES TO 1/2"
DEPTH IF ROOTBOUND
IMPORT TOPSOIL PER SPECIFICATIONS
PROVIDE WATER SAUCER 2" HIGH
AT ON-GRADE CONDITIONS
MULCH PER SPECS, HOLD BACK 2"
CLEAR FROM STEM
CONTROLLED RELEASE
FERTILIZER GRANULES. PLACE
PRIOR TO MULCH APPLICATION
INSTALL 1" ABOVE CONTAINER
DEPTH
PRUNE TO REMOVE ONLY DEAD
OR DAMAGED BRANCHES
NOTE:
REMOVE UNTREATED BURLAP FROM
TOP 1/3 OF ROOTBALL. REMOVE
TREATED BURLAP OR WIRE BASKETS
COMPLETELY
FINISH GRADE OF MULCH
ALL
SIDES,
TYP.
6" MIN.
ROOT BALL DIA.
2 TIMES DIA.
MIN, WHEN
PLANTED IN
EXISTING
UNDISTURBED SOIL
SHRUB PLANTING
REPLACES INSTANCE OF
PRIMARY GROUNDCOVER.
SEE PLANTING PLANS AND
PLANT SCHEDULE FOR
SPECIES AND SPACING
PRIMARY GROUNDCOVER,
SEE PLANTING PLANS AND
PLANT SCHEDULE FOR
SPECIES AND SPACING
SECONDARY GROUNDCOVER,
SEE PLANTING PLANS AND
PLANT SCHEDULE FOR
SPECIES AND SPACING
1x SPACING
1x SPACING
1
x
S
P
A
C
I
N
G
NOTES:
1. DIG PLANTING PITS DOWN AND OUTWARD SO THAT WATER WILL NOT
COLLECT DIRECTLY BELOW ROOTBALL
2. SOAK PLANTING PIT PRIOR TO PLANTING
3. UNCOIL TWISTED OR CIRCULATING ROOTS PRIOR TO PLANTING. CUT
OFF ANY PERMANENTLY KINKED ROOTS
4. REMOVE ANY AND ALL PLASTIC FROM ROOTBALL PRIOR TO
PLANTING
BACKFILL AND COMPACT SOILS
AS PER SPECIFICATIONS
1.5 X DIA
2X ROOTBALL DIA
3-4" HIGH MULCH SAUCER
SET CROWN OF TREE 2" -3" ABOVE
LEVEL OF EXISTING GRADE
MULCH TYPE AND DEPTH AS PER
ARBORIST SPECIFICATIONS. HOLD
MULCH 3" CLEAR FROM TRUNK
FINISH GRADE OF MULCH
REMOVE ALL WRAPPINGS
FROM TOP 1/3 OF ROOTBALL.
LEAVE WIRE BASKET ON
BOTTOM 2/3 OF ROOT BALL
SCARIFY SIDES OF TREE PIT
TO PREVENT GLAZING
MOUNT CENTER OF PLANTING
PIT TO A 10" PEDESTAL FOR
DRAINAGE; COMPACT TO
SUBGRADE DENSITY.
10
"
T
Y
P
.
STAKING PER SPECS, TYP
±18", TYP.
5'
M
A
X
,
4
'
M
I
N
6"
C
L
E
A
R
M
I
N
,
B
E
L
O
W
L
O
W
E
S
T
B
R
A
N
C
H
AB
O
V
E
FI
N
I
S
H
E
D
GR
A
D
E
FINISHED GRADE
TREE STAKES AS PER SPECS
LOCATE STAKES +/-18" FROM
TRUNK OF TREE
ATTACH STAKES WITH
DECOMPOSING TREE STRAPS OR
APPROVED EQUAL, SEE SPECS.
CENTRAL LEADER. DO NOT CUT. DO
NOT PRUNE WITHOUT APPROVAL
FROM LANDSCAPE ARCHITECT
PREVAILING WIND
PARALLEL TO STAKING
BASE PLANTING AREA
DRIFT PLANTING
EXTENTS
DRIFT SPECIES PLANTED
AT SPECIFIED SPACING,
BETWEEND BASE SPECIES
PLANTS
PER PLAN
1x SPACING
MAINTAIN SPACING OF
GROUNDCOVER PLANTING
IN DRIFT AREA
P
E
R
P
L
A
N
1
X
S
P
A
C
I
N
G PER PLAN
1X SPACING
PRIMARY GROUNDCOVER,
SEE PLANTING PLANS AND
PLANT SCHEDULE FOR
SPECIES AND SPACING
SECONDARY GROUNDCOVER,
SEE PLANTING PLANS AND
PLANT SCHEDULE FOR
SPECIES AND SPACING
1x SPACING
1x SPACING
1
x
S
P
A
C
I
N
G
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61PLANTING DETAILS
CIVIL CONSTRUCTION PERMIT
L3.05
07/16/25
39
R-433439
3/4" = 1'-0"1 GROUNDCOVER PLANTING
3/4" = 1'-0"2 SHRUB PLANTING
3/4" = 1'-0"5 SHRUB PLANTING DIAGRAM
1 1/2" = 1'-0"4 TREE PLANTING
3/4" = 1'-0"3 DECIDUOUS TREE STAKING - TYP.
1/2" = 1'-0"6 PERENNIAL PLANTING DIAGRAM
3/4" = 1'-0"7 2-SPECIES GROUNDCOVER PLANTING DIAGRAM
amorganroth
08/12/2025
CURRENT PLANNING DEVELOPMENT ENGINEERING
msippo 08/13/2025
NOTES:
1. AT TREES, ENSURE COMPACTED SOIL INSTALLED TO 6" BELOW DEPTH
OF ROOTBALL AND FOR FULL WIDTH OF PIT (2X ROOTBALL Ø)
2. ALL COMPACTED SOIL MUST BE TILLED AT LEAST 6". THIS INCLUDES
SOIL THAT HAS EXPERIENCED VEHICULAR LOADING AFTER SOIL HAS
BEEN INSTALLED.
3. AT LOCATIONS WHERE EXISTING STUMPS ARE GROUND AND REMOVED,
ADD ADDITIONAL TOP SOIL TO MAKE UP ANY DIFFERENCE IN OVERALL
SOIL DEPTH.
AGGREGATE SUB BASE
4"
IMPORT TOPSOIL PER
SPECIFICATIONS
3'
-
0
"
M
I
N
.
SOIL CELL, INSTALL PER
MANUFACTURER INSTRUCTIONS
CONCRETE PAVING WITH THICKENED
EDGE AT TREE PIT OPENING.
ENSURE PAVEMENT EDGE IS FULLY
SUPPORTED BY SOIL CELLS
AGGREGATE
FLEXIBLE SURFACING
4"
NATIVE SUBGRADE
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61PLANTING DETAILS
CIVIL CONSTRUCTION PERMIT
L3.06
07/16/25
40
R-433440
3/4" = 1'-0"1 SOIL CELLS ON PROPERTY
amorganroth
08/12/2025
CURRENT PLANNING DEVELOPMENT ENGINEERING
msippo 08/13/2025
U
U
U
U
T
T
SS (RECORD)
SS (RECORD)SS (RECORD)
SS (RECORD)
P
P
P
P
P
P
2'2'2'2'
YD SOLID COVER
RIM 36.44
IE 33.8 SE, 8" IRON
SS
SS
GP
GP
GP
GP
GP
SS
SS
SS
GP
GP
GP
GP
GPGP
GP
GPGPGPGPGPGPGPGPGPGPGPGPGPGPGP
GP
GP
SS
GP&LITE
GP
LO
G
A
N
A
V
E
S
BU
R
N
E
T
T
A
V
E
S
MATCH LINE, SEE SHEET L4.02
HAND-WATER NEW PLANTERS
UNTIL HANDOFF TO OWNER
DESIGN AND INSTALL NEW SPRINKLER
IRRIGATION IN THIS PLANTING AREA.
LOCATE SPRINKLERS TO AVOID OVERSPRAY
ONTO PAVEMENTS AND ARCHITECTURAL
ELEMENTS WHILE PROVIDING HEAD-TO-HEAD
COVERAGE OVER ALL NEW PLANTS.
FIELD VERIFY EXISTING IRRIGATION
CONTROLLER LOCATION WITHIN
MARKET BUILDING.
EXISTING IRRIGATION PIPING
AND SPRINKLERS IN THIS AREA
ARE CONSIDERED ABANDONED
AND NOT OPERATIONAL
EXISTING IRRIGATION
WATER METER
EXISTING IRRIGATION BACKFLOW
PREVENTION ASSEMBLY AND
VALVES
IRRIGATION NOTES -MARKET
1. THE RENOVATION OF THE EXISTING IRRIGATION ON THIS PLAN IS DESIGN/BUILD BY
THE CONTRACTOR. INVESTIGATE LOCATIONS OF EXISTING IRRIGATION EQUIPMENT
AND CONFIRM OPERATION IN AREA NOTED FOR RENOVATION BEFORE DEMOLITION
OR OTHER SITE PREPARATION ACTIVITIES DISTURB THE EXISTING IRRIGATION.
2. SELECTIVE DEMOLITION AND PROTECTION IS REQUIRED TO PREPARE THE
EXISTING SYSTEM FOR RENOVATION. PREPARATION ACTIVITIES INCLUDE, BUT ARE
NOT LIMITED TO: CUTTING AND CAPPING OF PIPES; CUTTING, LABELING AND
SPLICING OF IRRIGATION CONTROL WIRES, AND MODIFYING WIRING AND
PROGRAMMING AT CONTROLLER. THE FINAL RENOVATION OF THE SYSTEM SHALL
RESULT IN AN OPERATION IRRIGATION SYSTEM FOR THE PLANTING AREAS NOTED
WITHOUT LEAKS AT ABANDONED PIPE LOCATIONS.
3. CONFIRM AVAILABLE WATER PRESSURE AND FLOW, METER SIZE AND WATER
SUPPLY SIZE. DESIGN AND INSTALL ONE OR MORE ZONES TO CORRESPOND WITH
AVAILABLE PRESSURE, RESULT IN EXCESS PRESSURE LOSS, AND NOT EXCEED 5
FEET PER SECOND FLOW IN THE NEW PIPES.
4. MATCH THE VALVES, PIPING, SPRINKLERS, AND WIRING AS NOTED ON L4.02 AND
THE SPECIFICATIONS. INSTALL, TEST AND RECORD NEW LAYOUT ON DRAWINGS IN
ACCORDANCE WITH REQUIREMENTS IN 328400 PLANT IRRIGATION.
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61IRRIGATION PLAN - MARKET
CIVIL CONSTRUCTION PERMIT
L4.01
07/16/25
41
R-433441
1" = 10'-0"1 IRRIGATION PLAN - MARKET
0 5'10'
amorganroth
08/12/2025
CURRENT PLANNING DEVELOPMENT ENGINEERING
msippo 08/13/2025
WATER UTILITY
ABDOUL GAFOUR 08/13/2025
SS (RECORD)
SS (RECORD)SS (RECORD)
SS (RECORD)
SS (RECORD)
SS (RECORD)
P
P
YD SOLID COVER
RIM 36.44
IE 33.8 SE, 8" IRONSS
GP
GP
GP
GP
SS
IRRIGATION NOTES -PIAZZA
1. IRRIGATION IMPROVEMENTS FOR THE PIAZZA REQUIRE
RENOVATION TO AN EXISTING IRRIGATION SYSTEM.
CONFIRM THE LOCATION, OPERATIONAL STATUS, AND
CONDITIONS OF THE EXISTING IRRIGATION PIPING AND
FEATURES NOTED FOR RETENTION AND RECONNECTION.
PROVIDE SYSTEM AS-BUILTS OR A SUMMARY PLAN
DETAILING THESE CONDITIONS FOR REVIEW AND APPROVAL
PRIOR TO BEGINNING RENOVATION. THIS DOCUMENTATION
WILL FORM THE BASIS FOR TESTING REQUIREMENTS FOR
RENOVATED COMPONENTS.
2. CONFIRM AVAILABLE WATER PRESSURE AND FLOW, METER
SIZE AND WATER SUPPLY SIZE AND SUBMIT A REPORT FOR
REVIEW PRIOR TO INSTALLING THE IRRIGATION SYSTEM.
3. SELECTIVE DEMOLITION AND PROTECTION ARE REQUIRED
TO PREPARE THE EXISTING SYSTEM FOR RENOVATION AND
TO ACCOMMODATE THE WORK OF OTHER TRADES. THESE
ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO CUTTING AND
CAPPING OF PIPES, CUTTING, LABELING, AND SPLICING
IRRIGATION CONTROL WIRES. PROTECTING PLANTING
AREAS WHERE IRRIGATION PIPES AND FIXTURES WILL
REMAIN IN PLACE DURING CONSTRUCTION.
4. INSTALL, TEST AND RECORD NEW LAYOUT ON DRAWINGS IN
ACCORDANCE WITH REQUIREMENTS IN 328400 PLANT
IRRIGATION.
5. LOCATE THE SUPPLY END OF EACH IRRIGATION LATERAL AT
RENOVATED PLANTING AREAS. CUT AND PREPARE PIPES TO
ALLOW CONNECTIONS FOR EXTENDING NEW IRRIGATION
INTO THESE AREAS.
6. NEW SPRINKLER AND IRRIGATION SHALL BE INSTALLED
DOWNSTREAM OF THE EXISTING AND/OR PROPOSED DCVA
S 3RD STREET
LO
G
A
N
A
V
E
S
BU
R
N
E
T
T
A
V
E
S
GPM VALVE
STATION
9.58 1"
01
GPM VALVE
STATION
8.08 1"
02
GPM VALVE
STATION
6.0 1"
04
BUBBLERS
GPM VALVE
STATION
5.78 1"
05
GPM VALVE
STATION
5.04 1"
09
GPM VALVE
STATION
5 1"
10
BUBBLERS
GPM VALVE
STATION
8.91 1"
13
GPM VALVE
STATION
13.32 1"
11
GPM VALVE
STATION
16.09 1"
12
GPM VALVE
STATION
16.29 1"
15
GPM VALVE
STATION
12.51 1"
16
GPM VALVE
STATION
19.84 1"
18
PIPING LOCATION SHOWN IS
DIAGRAMMATIC. INSTALL ALL
PIPING WITHIN LANDSCAPE AREAS
WHERE POSSIBLE. WHERE PIPING
MUST RUN UNDER HARDSCAPING,
ROUTE AND SLEEVE AS NEEDED.
PROVIDE GATE VALVE AND
QUICK COUPLER AT
TERMINATION OF MAINLINE.
PROVIDE ADDITIONAL WIRE TO
CONTROLLER FOR FUTURE
SYSTEM EXPANSION.
EXISTING IRRIGATION AT ZONE A1
SERVICING TREES IS INTENDED TO
REMAIN IN PLACE UNDER EXISTING
PAVING. FIELD VERIFY LOCATION
OF EXISTING IRRIGATION PIPES AND
CONNECT TO NEW SYSTEM AS
SHOWN. REPLACE VALVE WITH
NEW 1" AUTOMATIC CONTROL
VALVE AND WIRE TO NEW
CONTROLLER.
GPM VALVE
STATION
2.78 1"
07
DRIP
PROVIDE QUICK COUPLER AT
TERMINAL END OF ALL MAINLINES, TYP.
ATTACH RAIN SENSOR
TO LIGHT POLE
INSTALL NEW MICROLINE
IRRIGATION AT NEW TREE.
PROVIDE WATER BAGS AT
NEW TREE DURING
ESTABLISHMENT PERIOD
PROVIDE SUB-SURFACE
DRIP LINE PER SOIL CELL
MANUFACTURER'S
RECOMMENDATION AND
DETAILS, TYP.
FIND AND LOCATE EXISTING PIPING
SERVICING ZONE A5 TO 3RD STREET ROW
TREES. CONNECT TO NEW IRRIGATION
SYSTEM. REPLACE VALVE WITH NEW 1"
AUTOMATIC CONTROL VALVE AND WIRE TO
NEW CONTROLLER.
ROUTE AND SLEEVE NEW PIPE UNDER
NEW PAVEMENT AS NECESSARY TO
CONECT TO EXISTING IRRIGATION
PIPING TO REMAIN IN PLACE
EXISTING MICROLINE
IRRIGATION TO BE
REMOVED.
PROVIDE 6" DECORATIVE
METAL ACCESS VAULT AT
JUNCTIONS TO EXISTING
IRRIGATION LINES.
MATCH LINE, SEE SHEET L4.01
RE-USE EXISTING
IRRIGATION
CONTROLLER
REUSE EXISTING
FOUNTAIN
PLUMBING
PATHWAY TO
PROVIDE
IRRIGATION TO
THIS AREA
GPM VALVE
STATION
2.08 1"
17
GPM VALVE
STATION
7.04 1"
08
GPM VALVE
STATION
9.24 1"
06
GPM VALVE
STATION
9.93 1"
03
GPM VALVE
STATION
13.27 1"
14
LIMIT OF WORK
PROPERTY LINE
DCVA
VALVE SEQUENCE #
AND CONTROLLER ID
VALVE
SIZE
GALLONS
PER MINUTE
SPRAY HEAD KEY
RAINBIRD XFS SUB-SURFACE DRIPLINE
EVENLY SPACED ±14"-18" IN PLANTERS
(18" MAX) WITH 0.6GPH EMITTERS @ 12" OC
BUBBLER ZONE KIT
QUARTER RAIN BIRD 1800-SAM-PRS
SPRAYHEADS W/ MPR NOZZLES
SYMBOL DESCRIPTION /
MPR RADIUS RANGE
GPM VALVE
STATION
14.0 1"
4
ROTOR IRRIGATION
TYPEIRRIGATION POINT OF CONNECTION -
RIGHT OF WAY
GATE VALVE
BACKFLOW PREVENTER
MASTER VALVE
FLOW SENSOR
QUICK COUPLER
AUTOMATIC CONTROL VALVE
IRRIGATION CONTROLLER IN LOCKING,
STAINLESS STEEL CABINET
HARD-WIRED RAIN /FREEZE SENSOR
(ONE PER CONTROLLER)
BUBBLERS
(2 PER TREE AS SHOWN)
NOTE: PROVIDE 12" POP-UP HEIGHT AT PLANTING AREAS AND 4" POP-UP HEIGHT AT LAWN AREAS.
SUB-SURFACE DRIP IRRIGATION
PROVIDE DRIP IRRIGATION SYSTEM AT
TREE SOIL CELLS WHERE SHOWN ON PLAN.
IRRIGATION LEGEND
SCH 40 PVC LATERAL, SEE PIPE SIZING CHART
SCH 40 PVC MAINLINE, SEE PIPE SIZING CHART
SCH 40 PVC SLEEVE (2X LINE SIZE, 4" MIN)THIRD HALF
THREE
QUARTER FULL
5:3-5 FEET
8:5-8 FEET
10:7-10 FEET
12:9-12 FEET
15:11-15 FEET
PIPE SIZING CHART
SCH 40 PVC MAINLINE / LATERALS
1-1/2" MAINLINE
GAL/MIN PIPE SIZE
0 - 10 3/4"
10 - 16 1"
16 - 26 1-1/4"
26 - 35 1-1/2"
DCVA DOUBLE CHECK VALVE ASSEMBLY
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 62
1 CIVIL PERMIT CORRECTIONS 1 9/15/2025
IRRIGATION PLAN - PIAZZA
100% CONSTRUCTION DOCUMENTS
L4.02
02/10/2025
42
R-433442
0 5'10'
1" = 10'-0"1 IRRIGATION PLAN - PIAZZA
1
1
1
WATER UTILITY
JValdez 09/17/2025
DEVELOPMENT ENGINEERING
msippo 10/02/2025
10X PIPE I.D. MIN.
CLEARANCE
REQUIRED TO
FLOW SENSOR
5X PIPE I.D. MIN.
CLEARANCE
REQUIRED TO FIRST
JOINT OR FITTING
EXISTING WATER METER,
SEE UTILITY DWGS
BRASS PIPE FROM CURB
STOP VALVE TO DCVA
CURB STOP
ISOLATION VALVE
PRESSURE REDUCING VALVE
(USE WHEN PRESSURE AT
METER EXCEEDS 80 PSI, TYP)
1" DOUBLE CHECK VALVE
ASSEMBLY
FOGTITE #2 METER BOX
W/ ADJUSTABLE
LOCKING METAL LID
MASTER CONTROL VALVE
FLOW SENSOR
2" PVC MAINLINE TO
AUTOMATIC CONTROL
VALVES
QUICK COUPLING VALVE
BRASS PIPE TO MASTER
FROM DCVA
BRASS PIPE TO
MASTER VALVE
BUILD UP WITH BOX
EXTENSION OR BRICKS
FEBCO 850U SERIES
DCVA/BACKFLOW
ASSEMBLY
PRESSURE GAUGES
ON BOTH SIDES OF
ASSEMBLY
TEST-COCKS TO BE UPRIGHT
AND EASILY ACCESSIBLE
PRESSURE REDUCING VALVE; OPTIONAL
WHEN PRESSURE IS BELOW 80 PSI, TYP;
(FACTORY SET TO 50 PSI) -USE WHEN
PRESSURE AT METER IS GREATER THAN 80
PSI UNLESS OTHERWISE NOTED, TYP
ALL BRASS FITTINGS
NIPPLES AND UNIONS
BRAS
S PIPE
FLOW
FINISH GRADE
MANUAL
DRAIN
VALVES
1'
-
0"
M
I
N
.
MIN 6" DEPTH CLEAN DRAIN
ROCK OVER FILTER FABRIC
NOTCH OUT SECTION
OF BOX AROUND PIPES
1 CUBIC FOOT DRY SUMP LINED
WITH FILTER FABRIC AND FILLED
WITH 3/8" GRAVEL BACKFILL
BRASS TxT UNION, TO
LOOSEN OUTWARD AWAY
FROM VALVE (BOTH SIDES)
CURB STOP ISOLATION
VALVE CENTERED
WITHIN RISER
10" ROUND BOX
(GREEN IN COLOR) W/
BOLT DOWN T LID
8" Ø SCH 40 PVC RISER,
LENGTH AS REQUIRED
6" DEPTH GRAVEL
BACKFILL
(2) PAVING BRICK
BRASS PIPE FROM
DEDUCT METER
FOGTITE #2 METER BOX
(CONCRETE WITH
LOCKING METAL LID)
18
"
M
A
X
-
1
2
"
M
I
N
24
"
M
A
X
10 X PIPE I.D. MIN FROM FITTING
TO FLOW SENSOR
5 X PIPE I.D. MIN FROM FLOW
SENSOR TO FIRST FITTING
SCH 80 FITTINGS /
ADAPTORS
3" OF ≤1 -1/2"
WASHED ROCK
OVER FILTER FABRIC
FIRST ELBOW
JOINT OR FITTING
(SCH 40 PVC
BEYOND)
NOTE:
TEFLON TAPE ON ALL THREADED FITTINGS
SUPER SERVICE
SEAL SPLICE KIT
FLOW SENSOR
PE-89 SHIELDED
COMMUNICATION
CABLE (MAXI WIRE)
TO CONTROLLER
SCH 80 PVC PIPE
VALVE BOXES W/
LOCKING LIDS
3M-DBY WATERTIGHT
SPLICE KIT
MASTER VALVE
SCH 80
PVCBRASS
BRASS PIPE &
FITTINGS FROM POC
3"
SPARE WIRE
BRASS UNION
(2 PLACES)
FLOW
12
"
M
I
N
.
C
O
V
E
R
4"
M
I
N
.
NOTE:
1. SLEEVES SHALL BE REQUIRED
UNDER ALL PAVED AREAS & WALL
OR FOOTING PENETRATIONS.
2. SLEEVE ID PIPE SIZE SHALL BE AT
LEAST 2 TIMES GREATER THAN THE
TOTAL OD SIZES OF INSERTED
PIPES.
GRAVEL BACK FILL
TYPE 2 MINERAL AGGREGATE
(1-1/4" MINUS CRUSHED ROCK)
FINISH GRADE
NEW PAVEMENT
SCH 40 PVC SLEEVE WITH MAIN OR
LATERAL LINES & CONTROL WIRES
IN SEPARATE CONDUIT &/OR
SLEEVE, TYP.
WIRES IN SEPARATE SCH 80 PVC
ELECTRICAL CONDUIT
DETECT-A-TAPE (BLUE & RED), 6"
BELOW TOP OF TRENCH GRADE OVER
EACH PIPE OR CONDUIT, SEE SPEC
6"
T
Y
P
SCH 40 PVC LATERAL LINE
SCH 40 PVC MAINLINE
TRENCH BACKFILL, SEE SPEC
18
"
T
Y
P
.
6
"
C
L
E
A
R
UN
L
E
S
S
O
T
H
E
R
W
I
S
E
N
O
T
E
D
24
"
T
Y
P
.
FINISH GRADE
BUNDLE CONTROL WIRES
UNDER MAINLINE ON OPPOSITE
SIDE FROM SWING JOINTS
(WHEN LATERAL AND MAIN
SHARE THE SAME TRENCH)
NOTE: TAPE CONTROL WIRES
TOGETHER BUT DO NOT TAPE
BUNDLED WIRES TO MAINLINE
MIN. 18" WIDE TRENCH
(OR AS REQUIRED TO ALLOW ADEQUATE
COMPACTION OF BACKFILL)
UN
L
E
S
S
OT
H
E
R
W
I
S
E
N
O
T
E
D
DETECT-A-TAPE (BLUE) ABOVE
MAINLINE ONLY, 6" BELOW
FINISHED GRADE, SEE SPEC
FINISH GRADE
1" QUICK-COUPLING
VALVE
10" ROUND PLASTIC
VALVE BOX
BACKFILL BOX WITH
3/8" WASHED ROCK
BRICK (1 OF 2, TYP.)
UNIBODY SWING
JOINT, SEE
SPECS
COMPACTED
SUBGRADE
PVC MAINLINE
DO
E
S
N
O
T
A
P
P
L
Y
T
O
R
O
O
F
18
"
M
I
N
.
A
T
G
R
A
D
E
O
N
L
Y
.
LEEMCO QUICK COUPLING
STABILIZER
NOTCH RISER AS
NECESSARY TO FIT
CLEANLY OVER TOE
NIPPLE
1 CUBIC FOOT DRY SUMP
LINED WITH FILTER FABRIC
AND FILLED WITH 3/8"
GRAVEL BACKFILL
SCH 40 PVC MAINLINE
RED & WHITE BRASS GATE
VALVE,CENTER WITHIN RISER
(SIZE EQUAL TO MAINLINE)
SCH 80 PVC SxS UNION, TO
LOOSEN OUTWARD AWAY
FROM VALVE, BOTH SIDES
SCH 80 PVC TOE NIPPLE
10" ROUND BOX
(GREEN IN COLOR) W/
BOLT DOWN T LID
8" Ø SCH 40 PVC RISER,
LENGTH AS REQUIRED
6" DEPTH 3/8" GRAVEL
BACKFILL
(2) PAVING BRICK AT
ALL CORNERS
24
"
M
I
N
36
"
M
A
X
FINISH GRADE
REMOTE CONTROL VALVE
PER LEGEND & SPECS
FINISH GRADE
SCH 40 MAINLINE
SCH 80 PVC TEE,
FITTINGS & ADAPTERS
SCH 80 PVC
UNION (2 PLACES)
RED AND
WHITE BRASS
GATE VALVE
SCH 40 PVC LATERAL
12" DEEP MIN.
3M-DBY WATERTIGHT
WIRE SPLICES
24
"
M
I
N
-
36
"
M
A
X
12
"
M
A
X
6" OF 1-1/2" WASHED
ROCK (OR PEA GRAVEL)
24" COILED SPARE WIRE
(DIFFERENT COLOR) INSTALL ONE
EXTRA COIL PER VALVE BOX
CONCRETE PAVING BRICK
SUPPORTING VALVE BOX
3" CLEAR
NOTE:
1. CUT 'U' SHAPED NOTCHES IN BOTH SIDES OF VALVE BOX THAT
ALLOW 2" MIN CLEARANCE FROM TOP OF PIPE TO TOP OF CUT-
OUT.
2. USE TEFLON TAPE ON ALL THREADED FITTINGS.
3. ONLY ONE AUTOMATIC VALVE PER VALVE BOX.
4. VALVE BOX TO REST ON CONCRETE PAVER BRICKS, NO
PRESSURE TO BE PLACED ON MAINLINE OR LATERAL LINE.
ID TAG
CONTROL WIRES
(BUNDLE UNDER
MAINLINE ON OPPOSITE
SIDE FROM LATERALS)
SPECIFIED VAULT FLUSH
WITH FINISHED GRADE
HARDSCAPE, WHERE
OCCURS. ADJACENT
GRADE VARIES, SEE
MATERIALS PLAN
ROTOR POP-
UP SPRINKLER
PER PLAN
SPECIFIED
COMPACTED
BACKFILL
TURF / FINISH
GRADE 2"
PVC SCH 40
STREET ELLS (3)
PVC SCH 40
TEE OR ELL
PVC LATERAL
LINE
PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
SET IRRIGATION HEAD 1"
ABOVE TOP OF MULCH IN
LANDSCAPE BED AREAS AND
AT FINISH GRADE IN TURF
AREAS
HARDWIRED
RAIN
SENSOR,
SEE LEGEND
FEMALE ADAPTER (SLIP X FIPT)
GALVANIZED 90° EL (1 OF 2)
3/4" GALVANIZED PIPE, PAINT TO
MATCH ARCHITECTURAL FINISH
WIRE TO IRRIGATION CONTROLLER
1" SCH 40 PVC CONDUIT,
FITTINGS AND SWEEP ELL
FOR POWER SUPPLY
FINISHED GRADE
IRRIGATION CONTROLLER
IN METAL CABINET AND
METAL PEDESTAL.
INSTALL CONTROLLER,
CABINET AND PEDESTAL
PER MANUFACTURER'S
RECOMMENDATIONS.
CONCRETE PAD:
MIN 6" THICKNESS
POWER SUPPLY WIRE
WIRES TO REMOTE
VALVES AND RAIN SENSOR
COMPACTED
SUBGRADE
3" SCH 40 PVC CONDUIT,
FITTINGS AND SWEEP ELL
FOR STATION WIRES
NOTES:
1. ALL WIRES TO BE INSTALLED PER LOCAL ELECTRICAL CODES.
2. FIELD LOCATE WITH RESIDENT ENGINEER PRIOR TO INSTALLATION.
COORDINATE LOCATION WITH ARCH AND MECH.
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61IRRIGATION DETAILS
CIVIL CONSTRUCTION PERMIT
L4.03
07/16/25
43
R-4334431/8" = 1'-0"1 POINT OF CONNECTION ASSEMBLY DIAGRAM
1" = 1'-0"2 PRV/DCVA ASSEMBLY IN #2 METER BOX
1" = 1'-0"3 MASTER VALVE AND FLOW SENSOR
1 1/2" = 1'-0"5 IRRIGATION TRENCH UNDER PAVING
1 1/2" = 1'-0"6 IRRIGATION TRENCH
1/2" = 1'-0"7 QUICK COUPLER
1" = 1'-0"8 GATE VALVE
3/4" = 1'-0"9 AUTOMATIC CONTROL VALVE
3" = 1'-0"10 SWING ARM & HEAD ASSEMBLY
3" = 1'-0"11 HARDWIRED RAIN SENSOR
1/2" = 1'-0"4 EXTERNAL PEDESTAL MOUNTED CONTROLLER
amorganroth
08/12/2025
CURRENT PLANNING DEVELOPMENT ENGINEERING
msippo 08/13/2025
WATER UTILITY
ABDOUL GAFOUR 08/13/2025
FINISH GRADE
VALVE BOX WITH COVER
ID TAG
DRIP IRRIGATION VALVE
PVC SCH 40 FEMALE
ADAPTER
LATERAL PIPE
PVC SCH 80
NIPPLE (LENGTH
AS REQUIRED)
PVC SCH 40
TEE OR ELL
MAINLINE PIPE
30" LINEAR
LENGTH OF WIRE,
COILED1" BALL VALVE
PRESSURE
REGULATING QUICK
CHECK BASKET FILTER
WATERPROOF CONNECTION,
TYP.
NOTE:
1. CUT 'U' SHAPED NOTCHES IN BOTH SIDES OF VALVE BOX THAT
ALLOW 2" MIN CLEARANCE FROM TOP OF PIPE TO TOP OF CUT-
OUT.
2. USE TEFLON TAPE ON ALL THREADED FITTINGS.
3. ONLY ONE REMOTE CONTROL VALVE PER VALVE BOX.
4. VALVE BOX TO REST ON CONCRETE PAVER BRICKS, NO
PRESSURE TO BE PLACED ON MAINLINE OR LATERAL LINE.
CONCRETE PAVING BRICK
SUPPORTING VALVE BOX
3" MIN DEPTH OF 3/4"
WASHED GRAVEL
TURF / FINISH
GRADE OR SHRUB
BED WITH MULCH
DRIPLINE TEE
FROM PVC HEADER
INLINE DRIP EMITTER
SUBSURFACE DRIPLINE
TIE DOWN STAKE, SEE
NOTESNOTES:
1. NO DRIPLINE SHALL BE VISIBLE ON SURFACE.
2. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR
FEET IN LOAM, AND FIVE FEET IN CLAY. DOES NOT APPLY AT
EXTENSIVE GREEN ROOF
3. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH
AS TEES OR ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF
CHANGE OF DIRECTION.
4" - 6"
PE
R
S
P
E
C
2"
-
4
"
PE
R
P
L
A
N
T
E
R
D
E
P
T
H
A
T
R
O
O
F
18
"
A
T
G
R
A
D
E
O
N
L
Y
,
FINISH GRADE
ELBOW OR TEE
DRIPLINE TUBING
PER SPEC
BLANK DRIPLINE
TUBING
3/4" MALE ADAPTER
PVC TEE (SXSXT)
PVC LATERAL
F
A A
F
F
F
F
F F
F
F
A
F
F
A
A
A
A
A
A
A
F
POLYGON SHAPED "C" SHAPED ODD SHAPED
HOURGLASS SHAPEDCURVED SHAPEDCORNER SHAPEDDOGBONE SHAPED
SLOPED CONDITION NOTE:
1. DRIPLINE LATERALS SHOULD FOLLOW THE
CONTOURS OF THE SLOPE WHENEVER
POSSIBLE.
2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT.
3. NORMAL SPACING WITHIN THE TOP 2/3 OF
SLOPE,
4. INSTALL DRIPLINE AT 25% GREATER SPACING
AT BOTTOM 1/3 OF THE SLOPE.
5. WHEN THE ELEVATION CHANGE IS 10 FT OR
MORE, ZONE THE BOTTOM ON SEPARATE
VALVE.
FLUSH CAP
AIR RELIEF VALVE,
INSTALL AT HIGH POINT OF SYSTEM.
PVC MANIFOLD LINE WITH PVC TEE.
LANDSCAPE DRIPLINE TUBING.
WATER SOURCE:
DRIP VAVLE OR LATERAL FROM VALVE.
PVC SCH 40 TEE OR ELL.
PVC MANIFOLD LINE.
EASY FIT COMPRESSION
ADAPTER.
EASY FIT COMPRESSION
COUPLING
LANDSCAPE DRIPLINE
TUBING.
CENTER FEED EXAMPLEEND FEED EXAMPLE
PVC MAINLINE
DRIP VALVE / FILTER /
REGULATOR
TYPICAL OFFSET
2" FROM
HARDSCAPE, 4"
FROM PLANTED
AREA.
PVC HEADER MANIFOLD
TYPICAL
COMPRESSION
FIITING
DRIPLINE SPACING AS
NOTED. EMITTERS
OFFSET FOR
TRIANGULAR SPACING.
AIR RELIEF VALVE AT
HIGH POINT.
TYPICAL DRIP LINE
WITH EMITTER SPACING
AS NOTED. TIE DOWN
STAKE AT ALL TEES
AND ELLS.
LINE FLUSHING
VALVE AT LOW
END, AS NOTED.
PVC LATERAL PIPE
TYPICAL FPT ADAPTER AND
COMPRESSION COUPLER.
MA
X
I
M
U
M
L
E
N
G
T
H
O
F
S
I
N
G
L
E
LA
T
E
R
A
L
,
S
E
E
I
R
R
I
G
A
T
I
O
N
N
O
T
E
S
MA
X
I
M
U
M
L
E
N
G
T
H
O
F
S
I
N
G
L
E
L
A
T
E
R
A
L
,
SE
E
I
R
R
I
G
A
T
I
O
N
N
O
T
E
S
TYPICAL OFFSET 2" FROM
HARDSCAPE, 4" FROM PLANED
AREA.
DRIPLINE TUBING
DRIP ZONE KIT: REMOTE CONTROL VALVE
WITH FILTER AND PRV
FLUSH VALVE PLUMBED
TO PVC OR POLY
SUPPLY HEADER
ISLAND PERIMETER
F
EXHAUST HEADER
A
AIR RELIEF VALVE
AT HIGH POINT,
TYP.
A
F
A
F
PERIMETER
LATERALS 2" TO 4"
FROM EDGE, TYP.
SEE SPEC FOR
ROW SPACING
OPOPOP
DRIPLINE OPERATION
INDICATOR, TYP
NOTES:
1.SEE COB STD. DWGS PK-IM-07F AND PK-IM-07G FOR SOIL CELLS.
2.SEE COB STD. DWG. PK-IM-07I FOR IRRIGATION LAYOUT FOR TREE SOIL
CELLS WITH TREE PLANTERS AND PLANTER STRIP.
3.SEE MANUFACTURER'S GUIDELINES FOR MAXIMUM LENGTH OF LATERALS.
4.ADJUST IRRIGATION FOR PROPOSED SOIL CELL LAYOUT.
NETAFIM TLCV-6-12, CENTERED WITHIN
AND BETWEEN SOIL CELLS TYP.
VALVE BOX PER PROJECT PLANS
ROW TREE PLANTING PER COB STD.
DWG. PK-IM-07B
SCHEDULE 40 SUPPLY & EXHAUST
HEADERS LOCATED IN TREE PIT OR
PLANTER STRIP PER COB STD. DWG. PK-
IM-07I AND ISOMETRIC THIS PAGE, TYP.
MAINLINE PER PROJECT PLANS
CEMENT CONCRETE SIDEWALK AND BASE
COURSE PER COB STD. DWG. SW-110-1
AND PER PROJECT PLANS
SOIL CELL SYSTEM PER MANUFACTURER'S
SPECIFICATIONS, TYP.
NETAFIM TLCV-6-12 CENTERED WITHIN AND
BETWEEN SOIL CELLS AND SPACED FOR
EVEN WATER DISTRIBUTION, TYP.
ISOMETRIC VIEW
SCHEDULE 40 SUPPLY
HEADER LOCATED IN
TREE PLANTER OR
PLANTER STRIP, TYP.
BLUE 14 AWG TRACER/
PULL WIRE, TYP.
SCHEDULE 40 EXHAUST HEADER LOCATED
IN TREE PLANTER OR PLANTER STRIP, TYP.
AIR RELIEF
VALVE IN VALVE
BOX, TYP.
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61IRRIGATION DETAILS
CIVIL CONSTRUCTION PERMIT
L4.04
07/16/25
44
R-4334441/2" = 1'-0"1 DRIP IRRIGATION VALVE
1" = 1'-0"2 SUB-SURFACE DRIPLINE BURIAL
3/4" = 1'-0"3 DRIPLINE START CONNECTION
1" = 1'-0"4 TYPICAL DRIP LINE LAYOUT REQUIREMENTS
1/2" = 1'-0"5 DRIPLINE ISLAND LAYOUT
1/2" = 1'-0"6 DRIP IRRIGATION AT TREE SOIL CELLS
amorganroth
08/12/2025
CURRENT PLANNING DEVELOPMENT ENGINEERING
msippo 08/13/2025
WATER UTILITY
ABDOUL GAFOUR 08/13/2025
SCORE JOINT (NO TOOL MARKS),
WIDTH, DEPTH, AND RADIUS TO BE
DETERMINED BY PRE-CONSTRUCTION
MEETING BETWEEN CONTACTOR,
LANDSCAPE ARCHITECT, STREET USE
INSPECTOR, AND BY APPROVED
PAVING MOCK-UP
1/2" EXPANSION JOINT (NO TOOL
MARKS). HOLD EXPANSION
JOINT FILL MATERIAL 1/4"
BELOW FINISH GRADE
NOTES:
1. SEE LAYOUT PLANS FOR
SIDEWALK JOINTING.
2. PROVIDE EXPANSION JOINTS
AT EDGE OF PAVING, AND
OTHER VERTICAL ELEMENTS.
FLUSH
SCORE JOINT EXPANSION JOINT
NOTE:
1. TYPICAL OF (5) LOCATIONS WITH (5) HEADS
APIECE: (3) OLIVIO GRANDE, (2) OLIVIO
GOBO PROJECTORS
2. INTEGRAL DUPLEX POWER RECEPTACLE
INTALLED IN EACH POLE. MOUNT POWER
RECEPTACLE 9' ABOVE BASE OF POLE
WITH FLUSH ACCESS DOOR AND TAMPER-
RESISTANT HARDWARE.
3. SEE STRUCTURAL FOR FOOTINGS
NOTE:
TYPICAL OF (8) FIXTURES
SUSPENDED OVER LOGAN
NOTE:
1. SEE STRUCTURAL FOR FOOTINGS
AND POLE DESIGN
1/2" RADIUS, TYP.
CIP CONCRETE PLANTER
CURB, SEE CIVIL. SLOPE
TO DRAIN TOWARDS
PLANTING AREAS, TYP.
PLANTING AREA
WITH MULCH
LAWN
2
L3.041
L3.04
1%
6"1/
2
"
SIDEWALK.
4"X6" DOUGLAS FIR SLATS, EASE
ALL VISIBLE EDGES
POWDERCOATED STEEL SKIRT
POWDERCOATED STEEL FRAME
HDPE LEVELING FEET
FINISHED GRADE
1/
2
"
M
A
X
1'
-
1
"
1/4" MAX
R 1/2"
4"X6" DOUGLAS FIR SLATS, EASE
ALL VISIBLE EDGES
POWDERCOATED STEEL SKIRT
POWDERCOATED STEEL FRAME
HDPE LEVELING FEET
FINISHED GRADE
1'
-
6
"
R 1/2"
75.0°
1/
2
"
M
A
X
4"X6" DOUGLAS FIR SLATS, EASE
ALL VISIBLE EDGES
POWDERCOATED STEEL SKIRT
POWDERCOATED STEEL FRAME
HDPE LEVELING FEET
FINISHED GRADE
1'
-
6
"
R 1/2"
75.0°
1/
2
"
M
A
X
1' - 6"POWDERCOATED STEEL BACKREST
1'
-
6
"
R 1/2"
4"X6" DOUGLAS FIR SLATS, EASE
ALL VISIBLE EDGES
1 0 5 .0 °
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61MATERIALS DETAILS
CIVIL CONSTRUCTION PERMIT
L5.01
07/16/25
45
R-4334453/4" = 1'-0"1 CIP CONCRETE, TOOLED SCORING AND EXPANSION JOINT
3" = 1'-0"7 MAST LIGHTS AND POLE - SELUX OLIVIO
3" = 1'-0"8 CATENARY LIGHTS
N.T.S. N.T.S.
1" = 1'-0"2 CIP CONCRETE FLUSH PLANTER CURB
1/4" = 1'-0"6 REMOVABLE BOLLARD
N.T.S. 1 1/2" = 1'-0"3 TYPE 1 WOOD-TOPPED SEATING STRUCTURE
1 1/2" = 1'-0"5 TYPE 2B WOOD-TOPPED SEATING STRUCTURE
1 1/2" = 1'-0"4 TYPE 2A WOOD-TOPPED SEATING STRUCTURE
DEVELOPMENT ENGINEERING
msippo 08/13/2025
NOTES:
1. STUMP QUANTITY: 3
2. STUMP SPECIES: WESTERN RED CEDAR
3. STUMP SIZE: MIN. 5' Ø ROOT PLATE, MEASURED FROM
ROOTS THAT ARE AT LEAST 2" Ø THICK. 5' TALL ABOVE
EXSTING CONCRETE PLINTH
4. STUMPS TO BE FREE OF DIRT
5. STUMP SELECTION TO BE REVIEWED BY LANDSCAPE
ARCHITECT.
6. STUMP PLACEMENT TO BE FIELD-REVIEWED BY
LANDSCAPE ARCHITECT
1/2" STAINLESS STEEL
EYE BOLT ANCHORED
INTO STUMP
STAINLESS STEEL CABLE
WITH TURNBUCKLE
4x4 POST @ 36" LONG
PRESSURE TREATED LUMBER
DEADMAN
GRAVEL SETTING BED
STUMPS, ORIENT WITH
ROOTS POINTING UP
PLANTING SOIL
GRAVEL DRAINAGE
COURSE
EXISTING
CONCRETE PLINTH
SECTION
PLAN
6"
4"
1'
-
0
"
(3) 12" DIAMATER SUMP
HOLES, EXTENDING 12"
BELOW THE BOTTOM OF
CONCRETE AND FILLED
WITH DRAIN ROCK
1' - 0"
5' MIN
2" MIN.
5'
M
I
N
.
PAVEMENT EDGE
CONDITION VARIES,
REFER TO PLAN
CRUSHED STONE
POROUS FLEXIBLE PAVER
PER MANUFACTURER
2" DEPTH
MULCH
CLEARANCE TO EDGE OF ROOTBALL
NOTE: MICROLINE DRIP IRRIGATION TO BE
INSTALLED BELOW FLEXIBLE SURFACING
SOIL CELL
PLANTING SOIL
EXISTING TREE TO
REMAIN
EXISTING PAVEMENT,
REFER TO PLAN
CRUSHED STONE
POROUS FLEXIBLE
PAVING PER
MANUFACTURER
2" DEPTH MULCH
3"
CONCRETE INFILL. MEET
BOTTOM OF EXISTING
CHAMFER AT ALL LOCATIONS
EXCEPT RUNNEL, SLOPE TO
DRAIN AT 1-1.5% THROUGH
EXISTING STONE RUNNEL
EXISTING FOUNTAIN PLINTH
CHAMFER LEADING EDGE OF
NEW CONCRETE
MA
X
L
W
I
C
E
N
S
E
D
LANDSC A P E
ASH
A R C HITECT
IN
GT
O
N
O F
T E
TA
S
PE978
O
.
N
7 10 8/
20/
26
.
T T H E W M.POR
T
E
O
U
S
RENTON MARKET & PIAZZA
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY Planning/Building/Public Works Dept.
CITY OF
RENTONDATUM
PER PLAN
PR
2
4
-
0
0
0
0
8
2
L
U
A
2
4
-
0
0
0
3
6
4
C
2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
106 Lenora Street
Seattle, WA 98121
(206) 624-8154
info@hewittseattle.com 61MATERIALS DETAILS
CIVIL CONSTRUCTION PERMIT
L5.02
07/16/25
46
R-433446
1/4" = 1'-0"1 NEW CIP CONCRETE AT FOUNTAIN - PLAN
1/4" = 1'-0"4 STUMPERY
1" = 1'-0"3 POROUS FLEXIBLE SURFACING AT NEW TREE
1" = 1'-0"5 POROUS FLEXIBLE SURFACING AT EXISTING TREE
1" = 1'-0"2 NEW CIP CONCRETE AT FOUNTAIN - SECTION
DEVELOPMENT ENGINEERING
msippo 08/13/2025
R-433446
PR
I
N
T
E
D
:
FI
L
E
:
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
SHEET:
PAGE:
OF:
Planning/Building/Public Works Dept.
CITY OF
RENTON
DATUM
SURVEYED:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:
SCALE:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLYAPPRDATEBYREVISIONNO.
4/
4
/
2
0
2
5
1
1
:
4
2
:
2
0
A
M
C
:
\
R
e
v
i
t
M
o
d
e
l
s
\
2
0
2
3
\
2
2
3
3
-
R
e
n
t
o
n
P
a
v
i
l
i
o
n
-
S
T
R
U
C
-
R
2
0
2
3
_
p
e
t
e
r
.
z
e
r
k
e
l
.
r
v
t
S0.00 STRUCTURAL NOTES AND DRAWING LIST
47248
AMI E E . SULLIV
A
N
S
T
RUCTURAL E N G I N EERP
R
O
F
ESSIONA L E N G I NEER
STAT E O F WASHING
T
O
N
47 61
07/16/25
STRUCTURAL NOTES
ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE
INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION, AS AMENDED BY THE CITY OF RENTON.
ALTERATIONS TO THE EXISTING BUILDING ARE IN ACCORDANCE WITH THE INTERNATIONAL
EXISTING BUILDING CODE (IEBC) AND THE PRESCRIPTIVE COMPLIANCE METHOD.
DESIGN LOADS
LIVE LOADS
IN ADDITION TO THE DEAD LOADS, THE FOLLOWING FLOOR LIVE LOADS WERE USED FOR
DESIGN. LIVE LOAD REDUCTION IS PER IBC SECTION 1607.12.
REDUCIBLE UNREDUCIBLE
CORRIDORS, STAIRS 100PSF X
SIDEWALKS, DRIVEWAYS 250PSF X
ASSEMBLY AREAS 100PSF X
RETAIL STORES 100PSF X
DINING ROOM, RESTAURANT 100PSF X
LIGHT STORAGE 125PSF X
HEAVY STORAGE 250PSF X
REFER TO TABLE 1607.1 IN THE IBC FOR RELEVANT CONCENTRATED LIVE LOADS.
SOUTH CANOPY STORY DRIFTS
RELATIVE LATERAL DISPLACEMENTS OF THE NEW SOUTH CANOPY WITH RESPECT TO THE
LEVEL BELOW (STORY DRIFTS) ARE AS FOLLOWS:
SEISMIC:
DESIGN STORY DRIFT Δ = 2.0 % OF STORY HEIGHT
ELASTIC STORY DRIFT = DESIGN STORY DRIFT DIVIDED BY Cd/Ie, WHERE Cd/Ie = 4.4
DEFERRED SUBMITTALS
PER IBC SECTION 107.3.4.1, DRAWINGS AND CALCULATIONS FOR THE DESIGN AND
FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND
SIGNATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS
RESPONSIBLE FOR THE DESIGN AND SHALL BE SUBMITTED TO THE ARCHITECT AND THE
BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. DEFERRED SUBMITTALS
INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:
FALL ARREST ANCHORS
EXTERIOR CLADDING SYSTEMS
EQUIPMENT ANCHORAGE
SEISMIC DESIGN OF NONSTRUCTURAL COMPONENTS
SUSPENDED CEILINGS
ALTERNATE ANCHORS (WHEN ALTERNATE ANCHORS ARE PROPOSED)
LIGHT POLE
TENSILE FABRIC STRUCTURE
ROOF SNOW LOAD
THE ROOF SNOW LOAD IS DETERMINED USING CHAPTER 7 OF ASCE 7 IN ACCORDANCE WITH
IBC SECTION 1608 AND WITH THE FOLLOWING FACTORS:
MINIMUM DESIGN LOAD 25 PSF WITHOUT DRIFT
Pg = 20 PSF Ce = 1.0
Is = 1.10 Ct = 1.2
Pf = 17 PSF Cs = 1.0
SEISMIC LOADS
THE SEISMIC FORCE-RESISTING SYSTEM (SFRS) USED TO RESIST EARTHQUAKE AND WIND
LOADS FOR THE NEW SOUTH CANOPY CONSTRUCTION IS COMPRISED OF SPECIAL STEEL
MOMENT FRAMES DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF AISC 341 "SEISMIC
PROVISIONS FOR STRUCTURAL STEEL BUILDINGS". EARTHQUAKE DESIGN IS BASED ON THE
EQUIVALENT LATERAL FORCE PROCEDURE IN ASCE 7 SECTION 12.8 WITH THE FOLLOWING
FACTORS:
SITE CLASS F hn = 12 FT
RISK CATEGORY III T = 0.2 SECONDS
SEISMIC DESIGN CATEGORY D R = 8
Ie = 1.25 Ω = 3
Ss = 1.439 g ρ = 1.3
S1 = 0.491 g Cs = 0.18
SDS = 1.15 g V = CsW = 7 KIPS
SD1 = 0.73 g
TL = 6 SECONDS
THE SEISMIC FORCE-RESISTING SYSTEM IS COMPRISED OF THE STRUCTURAL STEEL
MEMBERS AND CONNECTIONS IDENTIFIED IN PLAN.
NONSTRUCTURAL COMPONENTS DESIGNED PER ASCE 7 CHAPTER 13 INCLUDE THE
FOLLOWING COMPONENTS AND PARAMETERS:
KITCHEN MARKET STALLS
ap = 1 ap = 2.5
Rp = 2.5 Rp = 2.5
Ω0 = 2 Ω0 = 2
SOIL LOADS
ALLOWABLE SOIL-BEARING PRESSURE 2000 PSF DL + LL
2660 PSF DL + LL + SEISMIC/WIND
WIND LOADS
WIND LOAD IS DETERMINED USING CHAPTERS 26-31 OF ASCE 7 IN ACCORDANCE WITH IBC
SECTION 1609 WITH THE FOLLOWING FACTORS:
RISK CATEGORY III Kzt = 1.0
EXPOSURE CATEGORY B Ke = 1.0
V = 110 MPH Gcpi = 0.18
Vasd = 84 MPH
DESIGN WIND PRESSURES FOR DETERMINING FORCES ON COMPONENTS AND CLADDING
SHALL BE DETERMINED USING CHAPTER 30 OF ASCE 7 IN ACCORDANCE WITH IBC SECTION
1609 BY THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS
RESPONSIBLE FOR THE DESIGN OF SUCH ELEMENTS, UNLESS NOTED OTHERWISE ON THE
DRAWINGS.
SUBMITTALS
SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO ANY FABRICATION OR
CONSTRUCTION FOR ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: CONCRETE OR
MASONRY REINFORCEMENT, PRECAST OR PRESTRESSED CONCRETE ITEMS, EMBEDDED
STEEL ITEMS, STRUCTURAL STEEL, STEEL JOISTS, STEEL DECK, SHEAR STUD LAYOUT,
METAL GRATING, GLUED-LAMINATED MEMBERS, CLADDING PANELS AND STAIRS.
IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL
DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE
REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN.
NONSTRUCTURAL COMPONENTS
DESIGN, DETAILING AND ANCHORAGE OF ALL NONSTRUCTURAL COMPONENTS SHALL BE IN
ACCORDANCE WITH IBC SECTION 1613, ASCE 7 CHAPTER 13, AND THE PROJECT
SPECIFICATIONS. NONSTRUCTURAL COMPONENTS DESIGNED BY OTHERS SHALL NOT
INDUCE TORSIONAL LOADING INTO SUPPORTING STRUCTURAL MEMBERS WITHOUT
ADDITIONAL BRACING OF THOSE MEMBERS TO ELIMINATE TORSIONAL FORCES. TORSIONAL
BRACING SHALL BE DESIGNED BY THE NONSTRUCTURAL COMPONENT DESIGNER AND
APPROVED BY THE ENGINEER.
DESIGN, DETAILING AND CONSTRUCTION OF ALL NONSTRUCTURAL COMPONENTS WHICH
ATTACH TO STRUCTURE SHALL ACCOMMODATE CONSTRUCTION TOLERANCES AS
ESTABLISHED BY THE STRUCTURAL SPECIFICATIONS. ANY NONSTRUCTURAL COMPONENTS
WHICH ATTACH TO MORE THAN ONE LEVEL OF THE STRUCTURE SHALL ALSO
ACCOMMODATE THE FOLLOWING RELATIVE MOVEMENTS BETWEEN LEVELS WITHOUT
DAMAGE TO THE NONSTRUCTURAL COMPONENTS:
GENERAL NOTES
CLADDING
CLADDING DESIGNED BY OTHERS SHALL BE SUPPORTED AT EACH STORY TO BE
CONSISTENT WITH THE DESIGN OF THE BUILDING STRUCTURE. CLADDING DESIGNED BY
OTHERS SHALL NOT INDUCE TORSIONAL LOADING INTO SUPPORTING STRUCTURAL
MEMBERS WITHOUT ADDITIONAL BRACING OF THOSE MEMBERS TO ELIMINATE TORSIONAL
FORCES, UNLESS OTHERWISE APPROVED BY THE ARCHITECT. TORSIONAL BRACING SHALL
BE DESIGNED BY THE CLADDING DESIGNER AND APPROVED BY THE ENGINEER.
INSPECTION
SPECIAL INSPECTION PER IBC CHAPTER 17 SHALL BE PERFORMED BY AN APPROVED
TESTING AGENCY AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTIONS AND
TESTING. ALL PREPARED SOIL-BEARING SURFACES SHALL BE INSPECTED BY THE
GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. SOIL
COMPACTION SHALL BE SUPERVISED BY AN APPROVED TESTING AGENCY OR
GEOTECHNICAL ENGINEER.
STRUCTURAL OBSERVATION
STRUCTURAL OBSERVATION OF THE SFRS WILL BE PERFORMED BY THE STRUCTURAL
ENGINEER OF RECORD IN ACCORDANCE WITH IBC SECTION 1704.6. STRUCTURAL
OBSERVATION CONSISTS OF VISUAL OBSERVATION OF THE STRUCTURAL SYSTEMS FOR
GENERAL CONFORMANCE TO THE CONSTRUCTION DOCUMENTS AND DOES NOT INCLUDE OR
WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY THE IBC AND AS SHOWN
IN THE SPECIAL INSPECTIONS SCHEDULE. CONTRACTOR SHALL PROVIDE A MINIMUM OF
24 HOURS NOTICE BEFORE CONCEALING THE FOLLOWING STRUCTURAL COMPONENTS
FROM VIEW:
• REINFORCING STEEL FOR THE FIRST PLACEMENT OF THE FOLLOWING ELEMENTS: SFRS
FOUNDATIONS
• COMPLETION OF FIRST MOMENT FRAME.
STRUCTURAL OBSERVATIONS IN ADDITION TO THOSE REQUIRED BY IBC SECTION 1704.6 MAY
BE PERFORMED AT THE ENGINEER'S DISCRETION. TIMING OF THESE SHALL BE DISCUSSED
AT THE PREINSTALLATION CONFERENCE.
SPECIAL CONDITIONS
CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CONDITIONS IN THE
FIELD BEFORE PROCEEDING. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY
DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR FABRICATION. IN CASE OF
DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS, THE
CONTRACTOR SHALL OBTAIN DIRECTION FROM THE ARCHITECT BEFORE PROCEEDING.
DIMENSIONS NOTED AS PLUS OR MINUS (±) INDICATE UNVERIFIED DIMENSIONS AND ARE
APPROXIMATE. NOTIFY ARCHITECT IMMEDIATELY OF CONFLICTS OR EXCESSIVE VARIATIONS
FROM INDICATED DIMENSIONS. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED
DIMENSIONS--DO NOT SCALE DRAWINGS. DIMENSIONS OF EXISTING CONDITIONS ARE BASED
ON RECORD DRAWINGS BY MITHUN, DATED 01/28/2003 AND ARE TO BE FIELD-VERIFIED BY
THE CONTRACTOR.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY
DEMOLITION. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL
STRUCTURAL MEMBERS, EXISTING CONSTRUCTION AND SOIL EXCAVATIONS, AS REQUIRED,
AND IN A MANNER SUITABLE TO THE WORK SEQUENCE. TEMPORARY SHORING AND BRACING
SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN
ACCORDANCE WITH THE DRAWINGS AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH.
NO REINFORCING BARS OR EMBEDS IN EXISTING CONSTRUCTION SHALL BE CUT UNLESS
DIRECTED TO BY THE ARCHITECT OR AS SHOWN ON THE DRAWINGS.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK.
SOILS
SEE THE GEOTECHNICAL REPORT BY ASSOCIATED EARTH SCIENCES, INC DATED OCTOBER
31, 2024, FOR MORE COMPLTE INFORMATION. EARTH WORK MATERIAL, BACKFILL AND
COMPACTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT. OVEREXCAVATE 2' MINIMUM BELOW FOUNDATIONS AND BACKFILL
WITH COMPACTED 2 TO 4 INCH ROCK OR AS REQUIRED BY GEOTECHNICAL SPECIAL
INSPECTOR. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE ARCHITECT
FOR POSSIBLE FOUNDATION REDESIGN.
FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW FINAL GRADE.
EARTHWORK MATERIAL, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE GEOTECHNICAL SPECIAL INSPECTOR. BACKFILL BEHIND WALLS
SHALL NOT BE PLACED BEFORE THE WALLS AND SUPPORTING SLABS ACHIEVE 28 DAY
CONCRETE STRENGTH OR THE WALLS ARE TEMPORARILY BRACED. ALL TOPSOIL ORGANICS
AND LOOSE SURFACE SOIL SHALL BE REMOVED FROM BENEATH FILL SUPPORTING
CONCRETE SLABS OR PAVING.MEMBER SPACING
ALL FRAMING MEMBERS SHALL BE EQUALLY SPACED BETWEEN GRID LINES, COLUMNS, AND
DIMENSIONED FRAMING UNLESS NOTED OTHERWISE.
CONCRETE
CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF IBC CHAPTER 19.
CONCRETE MIXTURES SHALL CONFORM TO THE MOST STRINGENT REQUIREMENTS FOR
EXPOSURE CLASSES SPECIFIED IN THE TABLE ABOVE AND ACI 318 TABLE 19.3.2.1.
WATER-REDUCING ADMIXTURES MAY BE INCORPORATED IN CONCRETE MIX DESIGNS, BUT
SHALL CONFORM TO ASTM C 494, AND BE USED IN STRICT ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS. CaCl2 OR OTHER WATER-SOLUBLE CHLORIDE
ADMIXTURES SHALL NOT BE USED.
CONCRETE MIXTURES
CONCRETE MIXTURES SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
CURING
IF THE AIR TEMPERATURE WILL EXCEED 75 DEGREES F WITHIN 48 HOURS OF PLACING
CONCRETE, A MOIST CURE SHALL BE APPLIED TO THE CONCRETE FOR A PERIOD OF 36
HOURS AFTER FINISHING CONCRETE SURFACES. REFER TO THE PROJECT SPECIFICATIONS
FOR CURING REQUIREMENTS.
REINFORCING STEEL
DEFORMED BARS ASTM A 615, GRADE 60, UNO
SPECIAL DUCTILE QUALITY DEFORMED BARS ASTM A 706, GRADE 60 LOW ALLOY, UNO
HEADED DEFORMED BARS ASTM A 970, HEAD TYPE HA
NONSHRINK GROUT
BASE PLATE GROUT SHALL BE NONSHRINK TYPE WITH MINIMUM f'c = 8,000 PSI. ALL OTHER
NONSHRINK GROUT SHALL HAVE MINIMUM f'c = 5,000 PSI.
REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS, UNLESS NOTED OTHERWISE:
USE COVER
NONSTRUCTURAL SLAB-ON-GRADE PER DETAILS
FOOTING, GRADE BEAM BOTTOM BARS 3" (CAST AGAINST EARTH)
TOP BARS 1 1/2"
2" (#6 AND LARGER WHERE
EXPOSED TO EARTH OR
WEATHER)
SIDE BARS 2"
WELDING OF REINFORCING, WHERE APPROVED BY THE ARCHITECT, SHALL BE PERFORMED
USING LOW HYDROGEN ELECTRODES AND PREHEATED IN ACCORDANCE WITH AWS D1.4,
REINFORCING STEEL WELDING CODE. WELDERS AND WELDING PROCEDURES SHALL BE
QUALIFIED IN ACCORDANCE WITH AWS D1.4. MATERIALS SHALL CONFORM TO THE
FOLLOWING:
REINFORCING BARS TO BE WELDED ASTM A 706, GRADE 60, LOW ALLOY
WELDING ELECTRODES E80XX
REINFORCING SHALL BE SUPPORTED AS SPECIFIED BY THE PROJECT SPECIFICATIONS AND
THE CRSI MANUAL OF STANDARD PRACTICE. REINFORCING STEEL SHALL BE DETAILED IN
ACCORDANCE WITH ACI STANDARD OF PRACTICE AS OUTLINED IN ACI 315, "GUIDE TO
PRESENTING REINFORCING STEEL DESIGN DETAILS".
LAP ALL REINFORCING BARS AS NOTED ON THE DRAWINGS. WHERE SPLICE LENGTH IS NOT
SHOWN, USE TYPE Lb (Lbt FOR TOP BARS) SPLICE PER DEVELOPMENT AND SPLICE LENGTH
SCHEDULE. MECHANICAL SPLICES CALLED OUT ON THE PLANS SHALL BE TYPE 1, UNLESS
OTHERWISE NOTED. TYPE 1 SPLICES SHALL DEVELOP 125 PERCENT OF THE YIELD CAPACITY
OF THE SPLICED BARS IN BOTH TENSION AND COMPRESSION. TYPE 2 SPLICES SHALL
DEVELOP THE SPECIFIED TENSILE STRENGTH OF THE SPLICED BARS IN TENSION IN
ADDITION TO MEETING TYPE 1 SPLICE REQUIREMENTS. SUBMIT ICC-ES OR IAPMO UES
REPORT VALID FOR THE 2021 IBC DEMONSTRATING COMPLIANCE OF COUPLERS WITH THESE
REQUIREMENTS.
AT THE CONTRACTOR'S OPTION AND WITH THE ARCHITECT'S APPROVAL, HEADED
DEFORMED BARS MAY BE USED IN LIEU OF REINFORCING BARS SHOWN WITH STANDARD 90
OR 180 DEGREE HOOKS AND MECHANICAL SPLICES MAY BE USED IN LIEU OF LAP SPLICES.
USE OF HEADED DEFORMED BARS IS SUBJECT TO CONFORMANCE WITH ACI 318 SECTION
25.4.4. USE OF MECHANICAL SPLICES IS SUBJECT TO CONFORMANCE WITH ACI 318 SECTION
18.2.7 AND REQUIRES SUBMITTAL OF AN ICC-ES OR IAPMO UES REPORT VALID FOR THE 2021
IBC.
ANCHORS
POST-INSTALLED ANCHORS
PROVIDE POST-INSTALLED ANCHORS AS SPECIFIED IN THESE DRAWINGS. INSTALL ANCHORS
IN ACCORDANCE WITH QUALIFYING REPORT OF EVALUATION SERVICE.
ANCHOR EMBEDMENT DEPTHS LISTED SHALL BE CONSIDERED EFFECTIVE EMBEDMENT
DEPTHS AS DEFINED IN THE ICC-ES OR IAPMO UES EVALUATION REPORTS. PROVIDE
ANCHOR LENGTH AND HOLE PER EVALUATION REPORT TO ACCOMMODATE THE EFFECTIVE
EMBEDMENT SPECIFIED IN THESE DRAWINGS. SEE DETAIL .
MECHANICAL AND ADHESIVE ANCHORS SHALL BE ZINC PLATED CARBON STEEL UNLESS
NOTED OTHERWISE. MECHANICAL AND ADHESIVE ANCHORS EXPOSED TO WEATHER SHALL
BE STAINLESS STEEL.
DO NOT DAMAGE EXISTING REINFORCEMENT. IF LOCATION OF REINFORCEMENT IS
UNKNOWN, SCAN FOR EXISTING REINFORCING STEEL PRIOR TO DRILLING.
ADHESIVE REINFORCING DOWEL MATERIALS
ADHESIVE REINFORCING DOWELS (ARD) ASTM A 615, GRADE 60
THREADED ARD ASTM F 1554, GRADE 36 UNO (CARBON
STEEL)
ASTM A193 B8M CLASS 1 (STAINLESS)
FIELD-MEASURED SLUMP SHALL CONFORM TO THE SUBMITTED CONCRETE MIX DESIGN.
TOLERANCE OF SLUMP SHALL CONFORM TO ASTM C 94.
ALL CONCRETE SUBJECT TO EXPOSURE CLASSES F1, F2 OR F3 SHALL BE AIR ENTRAINED.
AIR-ENTRAINING AGENTS SHALL CONFORM TO ASTM C 260. THE PERCENTAGE OF TOTAL AIR
SHALL BE ACCORDING TO ACI 318 TABLE 19.3.3.1 WITH A FIELD TOLERANCE OF ±1.5 PERCENT
BY VOLUME. THE PERCENTAGE OF TOTAL AIR SHALL BE MEASURED IN THE FIELD AT THE
DISCHARGE FROM THE TRUCK.
THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL 2 WEEKS PRIOR
TO PLACING ANY CONCRETE. THE MIX DESIGN SHALL BE IN CONFORMANCE WITH ACI 318,
CHAPTER 19. THE SUBMITTAL SHALL INDICATE WHERE EACH CONCRETE MIX IS TO BE USED
ON THE PROJECT, AS WELL AS THE MAXIMUM AGGREGATE SIZE OF EACH MIX. MAXIMUM
AGGREGATE SIZE SHALL CONFORM TO THE PROJECT SPECIFICATIONS.
WATER/CEMENTITIOUS MATERIALS RATIO SHALL BE MEASURED BY WEIGHT AND SHALL BE
BASED ON THE TOTAL CEMENTITIOUS MATERIAL. WATER/CEMENTITIOUS MATERIALS RATIO
AND WATER CONTENT SHALL BE DETERMINED BY THE SUPPLIER BASED ON STRENGTH
REQUIREMENTS AND SHALL NOT EXCEED THE MAXIMUM WATER/CEMENTITIOUS MATERIAL
RATIO AND/OR WATER CONTENT IF SHOWN ABOVE OR IN ACI 318 TABLE 19.3.2.1 FOR THE
EXPOSURE CLASSES LISTED.
ADHESIVES SHALL NOT BE INSTALLED PRIOR TO THE CONCRETE REACHING AN AGE OF 21
DAYS AS REQUIRED BY ACI 318.
ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT SUSTAINED
TENSION LOADS SHALL BE INSTALLED BY PERSONNEL CERTIFIED BY THE ACI/CRSI ADHESIVE
ANCHOR INSTALLER CERTIFICATION PROGRAM, OR EQUIVALENT PROGRAM.
USE OF ALTERNATE PRODUCTS, OR OF POST-INSTALLED ANCHORS AT LOCATIONS NOT
SHOWN IN THESE DRAWINGS, IS SUBJECT TO THE APPROVAL OF THE ARCHITECT. SUBMIT
PROPOSED ANCHORS TO THE ARCHITECT WITH AN ICC-ES OR IAPMO UES REPORT VALID
FOR THE 2021 IBC AND DOCUMENTATION SHOWING THAT THE ALTERNATE PRODUCTS
PROVIDE EQUIVALENT CAPACITY FOR ALL CONDITIONS IN THIS PROJECT. SUBMITTED ICC-ES
AND IAPMO UES REPORTS SHALL DEMONSTRATE THAT THE ANCHORS ARE SUITABLE FOR
USE IN CRACKED CONCRETE. WHERE ANCHORS RESIST SEISMIC LOADS OR SUSTAINED
TENSION, SUBMITTED ICC-ES AND IAPMO UES REPORTS SHALL DEMONSTRATE THAT THE
ANCHORS ARE SUITABLE FOR THE RESISTANCE OF SEISMIC LOADS OR SUSTAINED TENSION
(AS APPLICABLE). DOCUMENTATION OF CAPACITY FOR ALTERNATE PRODUCTS MUST BE
INCLUDED AS A DEFERRED SUBMITTAL.
CONCRETE MIXTURES
f'c
(PSI)
TEST AGE
(DAYS)
EXPOSURE CLASS USEF S W C
4,000 28 F0 S0 W0 C0 INTERIOR SLAB-ON-GRADE, CURBS AND PADS
4,000 28 F1 S0 W1 C1 FOUNDATIONS, PLINTHS
DRAWING LIST
S0.00 STRUCTURAL NOTES AND DRAWING LIST
S0.01 STRUCTURAL NOTES
S0.02 STRUCTURAL ABBREVIATIONS AND SYMBOLS
S0.03 STATEMENT OF SPECIAL INSPECTION AND TESTING
S0.04 STATEMENT OF SPECIAL INSPECTION AND TESTING
S4.05 SITE TYPICAL DETAILS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
T-433447
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
TR
O
-
4
1
-
4
3
3
4
DEVELOPMENT ENGINEERING
msippo 08/13/2025
R-433447
TE
D
-
4
0
-
4
3
3
4
PR
I
N
T
E
D
:
FI
L
E
:
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
SHEET:
PAGE:
OF:
Planning/Building/Public Works Dept.
CITY OF
RENTON
DATUM
SURVEYED:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:
SCALE:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLYAPPRDATEBYREVISIONNO.
4/
4
/
2
0
2
5
1
1
:
4
2
:
2
0
A
M
C
:
\
R
e
v
i
t
M
o
d
e
l
s
\
2
0
2
3
\
2
2
3
3
-
R
e
n
t
o
n
P
a
v
i
l
i
o
n
-
S
T
R
U
C
-
R
2
0
2
3
_
p
e
t
e
r
.
z
e
r
k
e
l
.
r
v
t
S0.01 STRUCTURAL NOTES
STRUCTURAL NOTES - CONTINUED
STRUCTURAL STEEL
REFERENCE SPECIFICATIONS
STRUCTURAL STEEL AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL
BUILDINGS"
HIGH STRENGTH BOLTS RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING
HIGH-STRENGTH BOLTS"
WELDING AWS D1.1, TYPICAL
AWS D1.3 FOR STEEL DECK AND COLD-FORMED FRAMING
AWS D1.8 FOR SUPPLEMENTAL SEISMIC PROVISIONS
AWS PREQUALIFIED JOINT DETAILS
WELDER CERTIFICATION AMERICAN WELDING SOCIETY (AWS)
WASHINGTON ASSOCIATION OF BUILDING OFFICIALS
(WABO)
STEEL JOISTS AND BRIDGING SJI STANDARD SPECIFICATIONS
STEEL DECKING ANSI/SDI C "STANDARD FOR COMPOSITE STEEL FLOOR
DECK-SLABS"
ANSI/SDI RD "STANDARD FOR STEEL ROOF DECK"
AISI S100 WITH S2 "NORTH AMERICAN SPECIFICATION FOR
THE DESIGN OF COLD-FORMED STEEL STRUCTURAL
MEMBERS" WITH SUPPLEMENT 2
STEEL MATERIALS
WIDE FLANGE SHAPES (W AND WT) ASTM A 992
PLATES (PL), BARS ASTM A 36 TYPICAL,
ASTM A 572 GRADE 50 WHERE NOTED
ANGLES (L), CHANNELS (C AND MC) ASTM A 36
STRUCTURAL TUBES (HSS) ASTM A 500, GRADE C
STEEL PIPE ASTM A 53, GRADE B
STRUCTURAL BOLTS ASTM F 3125, GRADE A 325
ANCHOR RODS ASTM F 1554, GRADE 36
UNLESS NOTED OTHERWISE
THREADED RODS ASTM A 36, UNLESS NOTED OTHERWISE
WELDING ELECTRODES 70 KSI, LOW HYDROGEN, TYPICAL
60 KSI, MINIMUM, STEEL DECK
STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE
REQUIREMENTS OF IBC CHAPTER 22. ALL MEMBERS ARE TO BE ERECTED WITH NATURAL
MILL CAMBER OR INDUCED CAMBER UP, UNLESS OTHERWISE NOTED ON THE PLANS.
SUBSTITUTION OF MEMBER SIZES OR STEEL GRADE WILL NOT BE ALLOWED WITHOUT PRIOR
APPROVAL BY THE ARCHITECT. A MINIMUM OF TWO BOLTS IS REQUIRED FOR ALL BEAM
CONNECTIONS. ALTERNATIVE CONNECTIONS TO THOSE SHOWN ON THESE DRAWINGS WILL
REQUIRE PRIOR APPROVAL BY THE ARCHITECT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT
PREPARATIONS THAT INCLUDE, BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES
AND OTHER AIDS, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE
DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE ROUGHNESS VALUES,
AND UNEQUAL PARTS.
PROTECTED ZONES
PORTIONS OF THE SEISMIC FORCE-RESISTING SYSTEM MEMBERS, AS DEFINED IN DETAIL
, ARE DEFINED AS PROTECTED ZONES AND ARE SUBJECT TO THE FOLLOWING
LIMITATIONS:
1. WITHIN THE PROTECTED ZONES, HOLES, TACK WELDS, ERECTION AIDES, AIR-ARC
GOUGING, AND UNSPECIFIED THERMAL CUTTING FROM FABRICATION OR ERECTION
OPERATIONS SHALL BE REPAIRED AS REQUIRED BY THE ENGINEER.
2. WELDED HEADED STUD ANCHORS AND DECKING ATTACHMENTS THAT PENETRATE THE
BEAM FLANGE SHALL NOT BE PLACED ON BEAM FLANGES WITHIN THE PROTECTED
ZONES. ARC SPOT WELDS AS REQUIRED TO SECURE DECKING SHALL BE PERMITTED.
3. WELDED, BOLTED, SCREWED OR SHOT-IN ATTACHMENTS FOR PERIMETER EDGE
ANGLES, EXTERIOR FACADES, PARTITIONS, DUCT WORK, PIPING OR OTHER
CONSTRUCTION SHALL NOT BE PLACED WITHIN THE PROTECTED ZONES.
WELDING
ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS, AND SHALL BE
PERFORMED BY AWS-WABO-CERTIFIED WELDERS. ONLY WELDS THAT ARE PREQUALIFIED,
AS DEFINED BY AWS, OR QUALIFIED BY TESTING SHALL BE USED. SHOP DRAWINGS SHALL
SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. WELDS SHOWN ON THE DRAWINGS ARE
MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES BASED ON THICKNESS.
MINIMUM WELD SIZE SHALL BE 3/16-INCH, UNLESS NOTED OTHERWISE. THE WELDS SHOWN
ARE FOR THE FINAL CONNECTIONS. FIELD WELD SYMBOLS ARE SHOWN WHERE FIELD
WELDS ARE REQUIRED BY THE STRUCTURAL DESIGN. WHERE FIELD WELD IS NOT
INDICATED, THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF A WELD SHOULD BE
SHOP OR FIELD-WELDED IN ORDER TO FACILITATE THE STRUCTURAL STEEL ERECTION.
PROTECTION OF STEEL
STRUCTURAL STEEL AND CONNECTIONS, INCLUDING PLATES AND OTHER STEEL ITEMS
EMBEDDED IN CONCRETE, WHICH ARE EXPOSED TO WEATHER AND NOT TO BE PAINTED
ACCORDING TO THE ARCHITECT, SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION IN
COMPLIANCE WITH ASTM A 123. ALL FIELD WELDS ON GALVANIZED MATERIAL SHALL BE
COATED WITH BRUSH APPLIED ZINC-RICH PAINT COMPLYING WITH ASTM A 780.
CLEAN AREAS WHERE GALVANIZING IS DAMAGE OR MISSING AND REPAIR WITH ZINC-RICH
PAINT COMPLYING WITH ASTM A 780. ZINC-RICH PAINT SHALL BE A MINIMUM OF 4 MILS OF
DRY FILM THICKNESS.
STRUCTURAL STEEL AND CONNECTIONS SHALL BE FIREPROOFED WHERE REQUIRED BY THE
ARCHITECT. PRIMARY AND SECONDARY STRUCTURE ARE TO BE AS DEFINED BY THE IBC.
STRUCTURAL MEMBERS SHALL BE ASSUMED TO BE IN A THERMAL UNRESTRAINED
CONDITION FOR THE PURPOSES OF DETERMINING FIREPROOFING THICKNESS. UL DESIGN
SHALL BE IN ACCORDANCE WITH LRFD DESIGN METHODOLOGY.
WHERE SPRAY-APPLIED CEMENTITIOUS FIREPROOFING IS EXPOSED TO WEATHER,
STRUCTURAL STEEL SHALL BE CONSIDERED EXPOSED TO WEATHER, AND SHALL BE
PROTECTED ACCORDINGLY.
ALL COATINGS ARE TO FOLLOW THE SPECIFICATIONS AND PRODUCT MANUFACTURER'S
INSTRUCTIONS.
STEEL DECK
STEEL DECK SHALL CONFORM TO ASTM A 653. WHERE THE DECK IS LEFT PERMANENTLY
EXPOSED, GALVANIZED COATING SHALL CONFORM TO ASTM A 924, G90. IN OTHER AREAS,
GALVANIZED COATING SHALL CONFORM TO ASTM A 924, G60. STEEL DECK SHALL CONFORM
TO THE FOLLOWING:
fy (PSI) USE
40,000 MINIMUM NONCOMPOSITE STEEL ROOF DECK
MINIMUM DECK GAUGES ARE SHOWN ON PLANS AND ARE BASED ON 3-SPAN, UNSHORED
CONDITIONS. HEAVIER DECK GAUGES MAY BE REQUIRED FOR CONDITIONS OTHER THAN
THESE, DEPENDING ON MANUFACTURER'S AND CONTRACTOR'S LAYOUT. DECK SUPPLIER
SHALL VERIFY DECK GAUGES AND CAPACITIES BASED ON ACTUAL DECK LAYOUT AND SPAN
CONDITIONS INCLUDING A 10 PSF SUPERIMPOSED DEAD LOAD ALLOWANCE FOR THE STEEL
ROOF DECK. DEVIATIONS IN DECK GAUGES FROM THOSE SHOWN SHALL BE SUBMITTED TO
THE ARCHITECT, ALONG WITH A VALID ICC REPORT FOR APPROVAL PRIOR TO SHOP
DETAILING.
DECK WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3, "STRUCTURAL WELDING CODE -
SHEET STEEL." WELDERS SHALL BE QUALIFIED BY WABO SHEET STEEL WELDER
CERTIFICATION PROGRAM. ARC SPOT WELD SIZES NOTED ARE BASED ON THE NOMINAL
(VISIBLE) DIAMETER.
CONTRACTOR SHALL PROVIDE CLOSURE PLATES, FLASHING, AND ALL MISCELLANEOUS
COLD-FORMED FRAMING NECESSARY TO COMPLETE THE WORK. THE MINIMUM BEARING
SHALL BE 2 INCHES.
NONCOMPOSITE STEEL ROOF DECK
STEEL ROOF DECK SHALL BE OF THE SIZE, GAUGE, AND MINIMUM SECTION PROPERTIES
SHOWN ON THE PLANS OR AN APPROVED EQUAL. STEEL ROOF DECK FASTENING SHALL BE
AS SHOWN ON THE PLANS. THE MINIMUM END LAP SHALL BE 2 INCHES CENTERED OVER
SUPPORTS.
SUSPENDED CEILINGS, LIGHT FIXTURES, PIPES, DUCTS, MECHANICAL OR ELECTRICAL
EQUIPMENT, OR OTHER UTILITIES SHALL NOT BE SUPPORTED BY THE NONCOMPOSITE
STEEL ROOF DECK WITHOUT APPROVAL OF THE ENGINEER.
HOLES OR COMBINATIONS OF HOLES IN NONCOMPOSITE STEEL ROOF DECK, WHICH CUT
TWO WEBS WHICH ARE CLOSER THAN 24 INCHES ON CENTER IN ANY DECK SPAN, MAY
REQUIRE DECK REINFORCEMENT AND REQUIRE DIRECTION FROM THE ENGINEER.
COLD-FORMED STEEL,
LOAD-BEARING
REFERENCE STANDARDS
• IBC CHAPTER 22, SECTIONS 2210 AND 2211.
• AISI S100 WITH S2 "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-
FORMED STEEL STRUCTURAL MEMBERS" WITH SUPPLEMENT 2
• AISI S240 "NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL STRUCTURAL
FRAMING"
• AISI S400 "NORTH AMERICAN STANDARD FOR SEISMIC DESIGN OF COLD-FORMED STEEL
STRUCTURAL SYSTEMS"
SUBMITTALS
SUBMIT PRODUCT DATA AND PROOF OF ICC-ES OR IAPMO-UES APPROVAL FOR FRAMING
MEMBERS, FASTENERS, AND CONNECTION HARDWARE VALID FOR THE 2021 IBC. ALTERNATE
MATERIALS WITH EQUIVALENT SIZE, SHAPE, STRENGTH AND STIFFNESS SHALL BE SUBJECT
TO REVIEW AND APPROVAL BY THE ARCHITECT.
FRAMING MEMBERS
COLD-FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SIZE, SHAPE, AND GRADE AS
INDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH THE STEEL STUD
MANUFACTURER'S ASSOCIATION ICC EVALUATION REPORT ESR-3064P.
ALL MEMBERS TO HAVE G60 COATING UNLESS NOTED OTHERWISE. ALL EXTERIOR MEMBERS
SHALL HAVE G90 COATING.
MATERIALS
STUDS AND TRACK ASTM A 1003, TYPE H
43 MIL AND THINNER, GRADE 33
54 MIL AND THICKER, GRADE 50
FLOOR JOISTS, ROOF JOISTS AND RIM TRACK TRADEREADY BY CLARKDIETRICH
43 MIL AND THINNER, GRADE 33
54 MIL AND THICKER, GRADE 50
MISCELLANEOUS SHAPES (STRIPS, ASTM A 653, GRADE 50
SHEETS, ANGLES, BRIDGING)
SHEET METAL SCREWS ASTM C 1513
FRAMING FASTENERS GRABBER WAFER HEAD
SHEAR WALL FASTENERS GRABBER BUGLE HEAD
FLOOR AND ROOF DIAPHRAGM
FASTENERS GRABBER PAN OR HEX HEAD
WELDING ELECTRODES 70 KSI, USE LOW HYDROGEN WHEN WELDING
TO STRUCTURAL STEEL
SHEET METAL SCREWS
FASTENERS SHALL BE SELF-DRILLING AND SHALL EXTEND THROUGH THE CONNECTION
WITH A MINIMUM OF 3 EXPOSED THREADS.
WELDING
WELDING OF COLD-FORMED STEEL SHALL CONFORM TO AWS D1.3 AND SHALL BE
PERFORMED BY AWS-WABO CERTIFIED WELDERS.
GALVANIZING
GALVANIZE ALL MEMBERS IN ACCORDANCE WITH ASTM A 653, G60.
FRAMING CONNECTORS
CONNECTORS SHALL BE "STRONG-TIE" BY SIMPSON COMPANY AS SPECIFIED IN CATALOG
NO. C-CF-2023. PROVIDE THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE
MANUFACTURER UNLESS NOTED OTHERWISE. CONNECTORS ARE TO BE INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR
STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE FASTENERS IN EACH MEMBER.
COLD-FORMED STEEL ANCHORS TO CONCRETE AND STEEL
WHERE INDICATED ON THE DRAWINGS, PROVIDE ANCHORS PER THE FOLLOWING TABLE.
USE OF ALTERNATE PRODUCTS IS SUBJECT TO THE APPROVAL OF THE ARCHITECT. SUBMIT
PROPOSED ANCHORS TO THE ARCHITECT WITH AN ICC-ES OR IAPMO UES REPORT VALID
FOR THE 2021 IBC. REFERENCE THE ANCHORS SECTION FOR ADDITIONAL REQUIREMENTS.
BUNDLED STUDS
TWO STUDS IN A BOXED CONFIGURATION, OR STUD GROUPS OF 3 OR MORE MEMBERS,
SHALL BE SHOP WELDED WITH 1/8" FLARE GROOVE WELDS x 1/2" LONG, BOTH SIDES AT 12"
OC.
INSULATION
PROVIDE INSULATION IN BOXED OR BUILT-UP FRAMING MEMBERS AS REQUIRED BY THE
ARCHITECTURAL DRAWINGS.
COLD-FORMED STEEL JOISTS
JOISTS ARE ASSUMED TO HAVE FULL LATERAL SUPPORT WITH DECKING ATTACHED TO THE
COMPRESSION FLANGE. JOIST ENDS MUST BE BRACED BY RIM TRACK OR BLOCKING.
MINIMUM 3 1/2" JOIST BEARING WIDTH AT WALLS. ADD WEB STIFFENER IF BEARING WIDTH IS
LESS THAN 3 1/2".
RATED SHEATHING
WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST
EDITION OF U.S. DEPARTMENT OF COMMERCE (DOC) PS-1 "CONSTRUCTION AND INDUSTRIAL
PLYWOOD" OR DOC PS-2 "PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL-USE
PANELS". EACH PANEL SHALL BEAR THE APA GRADE TRADEMARK OF THE AMERICAN
PLYWOOD ASSOCIATION.
HARD LID SHEATHING
15/32" 48/24 C-D INT APA WITH EXTERIOR GLUE (CDX)
SHEAR WALL SHEATHING
15/32" 32/16 STRUCT 1, EXPOSURE 1 UNO
WELDING OF THE SEISMIC FORCE-RESISTING SYSTEM SHALL BE EXECUTED IN ACCORDANCE
WITH THE PROVISIONS OF AWS D1.8 "STRUCTURAL WELDING CODE - SEISMIC SUPPLEMENT".
WELDS ASSOCIATED WITH THE SEISMIC FORCE-RESISTING SYSTEM ARE IDENTIFIED WITHIN
THESE DRAWINGS AS FOLLOWS:
NOTE WITHIN WELD TAIL
D1.8 INDICATES WELDS SUBJECT TO REQUIREMENTS OF D1.8
D1.8-DCW INDICATES DEMAND CRITICAL WELDS SUBJECT TO
ADDITIONAL SPECIFIC REQUIREMENTS WITHIN D1.8
STUD PUNCHOUTS
STUD PUNCHOUTS SHALL BE SPACED 24" OC AT MINIMUM. THE FIRST PUNCHOUT SHALL BE A
MINIMUM OF 10" AWAY FROM THE ENDS OF EACH STUD.
PERMANENT WALL BRIDGING
WALL BRIDGING AND BRIDGING ANCHORAGE SHOWN IN THESE DRAWINGS SHALL BE
CONSIDERED AS PERMANENT. THIS BRIDGING MUST BE IN PLACE PRIOR TO APPLYING AXIAL
LOAD TO STUDS.
ERECTION
1. EACH JOIST, RAFTER, ROOF TRUSS, AND WALL STUD SHALL BE IN VERTICAL ALIGNMENT
OVER THE ENTIRE BUILDING HEIGHT.
2. STUDS SHALL BE SEATED INTO THE TOP AND BOTTOM TRACKS WITH LESS THAN 1/16"
GAP BETWEEN THE END OF THE STUD AND THE WEB OF THE TRACK.
3. HANDLING AND LIFTING OF PREFABRICATED PANELS SHALL NOT CAUSE PERMANENT
DISTORTION TO ANY MEMBER.
FIELD CUTS AND NOTCHES
FIELD CUTS OR NOTCHES OF ANY KIND ARE NOT PERMITTED IN LOAD-BEARING COLD-
FORMED STEEL MEMBERS. IF A FIELD CUT IS REQUIRED, THE CONTRACTOR SHALL RECEIVE
DIRECTION FROM THE ARCHITECT PRIOR TO CUTTING.
ALL HARD LID SHEATHING AND SUBFLOORING SHALL BE INSTALLED FACE GRAIN
PERPENDICULAR TO SUPPORTS OR AS INDICATED ON THE DRAWINGS. ROOF AND
SUBFLOORING SHEATHING SHALL BE UNBLOCKED OR AS INDICATED ON DRAWINGS. INSTALL
WITH 1/8" GAP BETWEEN PANELS. SHEAR WALL SHEATHING SHALL BE BLOCKED AT ALL
PANEL EDGES AS INDICATED IN THE SHEAR WALL SCHEDULE, UNLESS NOTED OTHERWISE.
ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE-TREATED LUMBER
SHALL BE GALVANIZED WITH A MINIMUM COATING OF 1.85 OUNCES/SQUARE FOOT.
PRESERVATIVE-TREATED WOOD
WOOD SHALL BE PROTECTED FROM DECAY AND TERMITES IN ACCORDANCE WITH IBC
2304.12. PRESERVATIVE-TREATMENTS SHALL CONFORM TO THE APPROPRIATE STANDARDS
OF THE AWPA FOR SAWN LUMBER, GLUED-LAMINATED TIMBER, ROUND POLES, PILES, AND
MARINE PILES AND SHALL BEAR A TREATMENT IDENTIFICATION MARK BY THE CERTIFYING
AGENCY. THE SELECTED PRESERVATIVE-TREATMENT SHALL CONFORM TO THE "BEST
MANAGEMENT PRACTICES" OF THE WWPI. ALL LUMBER IN CONTACT WITH CMU, CONCRETE,
OR GROUND SURFACES SHALL BE PRESERVATIVE-TREATED. PRESERVATIVE TREATMENT
SHALL NOT REDUCE ALLOWABLE DESIGN STRESSES. LUMBER SHALL ALSO BE TREATED TO
THE M4-16 (FIELD TREATMENT) STANDARD.
SAWN LUMBER
SAWN LUMBER SHALL CONFORM TO THE LATEST EDITION OF "GRADING AND DRESSING
RULES" BY WCLIB OR "WESTERN LUMBER GRADING RULES" BY WWPA. LUMBER SHALL BE
SEASONED DRY WITH A MAXIMUM MOISTURE CONTENT OF **15%** **19%** AND BE THE
SPECIES AND GRADE SPECIFIED BELOW.
USE GRADE Fb (PSI) (SINGLE USE)
PLANKING & PLATES
2" TO 4" THICK, 2" AND WIDER HEM-FIR NO. 2 850
DOUGLAS FIR-LARCH NO. 2 900
JOISTS & RAFTERS
2" TO 4" THICK, 2" AND WIDER HEM-FIR NO. 2 850
DOUGLAS FIR-LARCH NO. 2 900
BEAMS & STRINGERS
5"x5" AND LARGER DOUGLAS FIR-LARCH NO. 1 1,350
WOOD
WOOD CONSTRUCTION SHALL CONFORM TO ALL REQUIREMENTS OF IBC CHAPTER 23.
WOOD FASTENERS AND CONNECTORS
WOOD CONNECTORS SHALL BE SIMPSON STRONG-TIE AS SPECIFIED IN CATALOG NO.
C-C-2021, OR APPROVED EQUAL. INSTALL CONNECTORS IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS WITH NUMBER AND SIZE OF FASTENERS AS
SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO
MEMBERS, PLACE ONE-HALF OF THE FASTENERS IN EACH MEMBER. ALL BOLTS IN WOOD
MEMBERS SHALL CONFORM TO ASTM A 307. PROVIDE STANDARD WASHERS UNDER THE
HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL SHIMS SHALL BE
SEASONED DRY AND BE THE SAME GRADE (MIN) AS THE MEMBERS CONNECTED. ALL JOISTS
SHALL BE CONNECTED TO FLUSH BEAMS WITH LU SERIES JOIST HANGERS, UNLESS NOTED
OTHERWISE. ALL DOUBLE AND TRIPLE-JOIST BEAMS SHALL BE CONNECTED TO FLUSH
BEAMS WITH U SERIES HANGERS, UNLESS NOTED OTHERWISE.
ALL FRAMING NAILS SHALL HAVE THE SIZE AND MINIMUM LENGTH AS SPECIFIED IN THE
FOLLOWING TABLE, UNLESS NOTED OTHERWISE. NAIL TYPE SHALL BE COMMON UNLESS
NOTED OTHERWISE. POWER-DRIVEN NAILS AND STAPLES SHALL BE IN ACCORDANCE WITH
ICC-ES ESR-1539. NAILING NOT SHOWN SHALL BE AS INDICATED IN IBC TABLE 2304.10.2.
POWER-DRIVEN NAILS MAY BE SUBSTITUTED FOR COMMON NAILS AT SPACING AS FOLLOWS.
SUBSTITUTIONS FOR NAIL SIZE, SPACING, OR QUANTITY NOT SHOWN REQUIRE APPROVAL.
1/S5.00
WELDS NOTED AS D1.8 SHALL BE MADE WITH FILLER METAL PRODUCING WELDS WITH A
MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-LBF AT 0 DEGREES-F AS DETERMINED BY
THE APPLICABLE AWS A5 CLASSIFICATION TEST METHOD. FILLER METAL FOR WELDS NOTED
AS D1.8-DCW SHALL ALSO HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 40 FT-LBF AT
20 DEGREES-F AS DETERMINED BY SECTION A3.4B OF AISC 341-16. CONTRACTOR SHALL
SUBMIT TO THE BUILDING OFFICIAL THE WELDING PROCEDURE SPECIFICATIONS VERIFYING
THESE REQUIREMENTS.
REMOVE FINISHES FROM STEEL PRIOR TO COMPLETING WELDED CONNECTIONS. REPAIR
FINISHES AS REQUIRED PER "PROTECTION OF STEEL" SECTION ABOVE AND PER THE
SPECIFICATIONS.
COLD-FORMED STEEL ANCHORS TO CONC AND STEEL
APPLICATION PRODUCT DIAMETER EMBED
MIN EDGE
DISTANCE
MIN
SPACING
EVALUATION
REPORT
PAF
TO STEEL
HILTI
X-S16P8TH 0.145"
FULL STEEL
PENETRATION
(3/16" MIN)
1/2" 1"
ICC-ES
ESR-1752
CONCRETE
SCREW
ANCHOR
SIMPSON
TITEN HD 3/8" 2 1/2" 2 3/4" 3"
ICC-ES
ESR-2713
FRAMING NAILS
TYPE MARK TYPE
SHANK
DIAMETER
MINIMUM
LENGTH
8d COMMON 0.131" 2 1/2"
10d COMMON 0.148" 3"
16d COMMON 0.162" 3 1/2"
16d-SHORT SHORT 0.131" 3 1/4"
ALTERNATE NAILING SCHEDULE
FASTENER
TYPE
SHANK
DIAMETER LENGTH SPACING
8d COMMON 0.131" 2 1/2" 16" 12" 8" 6" 4" 3" 2"
16d SHORT 0.131" 3 1/4" 16" 12" 8" 6" 4" 3" 2"
10d COMMON 0.148" 3" 16" 12" 8" 6" 4" 3" 2"
16d SHORT 0.131" 3 1/4" 12" 10" 6" 4" 3" 2 1/2" 1 1/2"
16d COMMON 0.162" 3 1/2" 16" 12" 8" 6" 4" 3" -
16d SHORT 0.131" 3 1/4" 10" 8" 5" 4" 2 1/2" 2" -
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
T-433448
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
48
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
TR
O
-
4
1
-
4
3
3
4
07/16/25
61
47248
AMI E E . SULLI
V
A
N
S
T
R
UCTURAL E N G I N EERP
R
O
F
E
SSI ONA L E N G I N EER
STAT E O F WASHIN
G
T
O
N
DEVELOPMENT ENGINEERING
msippo 08/13/2025
TE
D
-
4
0
-
4
3
3
4
R-433448
PR
I
N
T
E
D
:
FI
L
E
:
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
SHEET:
PAGE:
OF:
Planning/Building/Public Works Dept.
CITY OF
RENTON
DATUM
SURVEYED:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:
SCALE:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLYAPPRDATEBYREVISIONNO.
4/
4
/
2
0
2
5
1
1
:
4
2
:
2
0
A
M
C
:
\
R
e
v
i
t
M
o
d
e
l
s
\
2
0
2
3
\
2
2
3
3
-
R
e
n
t
o
n
P
a
v
i
l
i
o
n
-
S
T
R
U
C
-
R
2
0
2
3
_
p
e
t
e
r
.
z
e
r
k
e
l
.
r
v
t
S0.02
STRUCTURAL ABBREVIATIONS AND
SYMBOLS
T/SLAB
LEVEL 01
10CONCRETE COLUMN ABOVE OR PASSING THROUGH THIS LEVEL
CONCRETE COLUMN BELOW
REINFORCING TYPE
STEPPED FOOTING
LOW SIDE
PARTIAL HEIGHT CONCRETE WALL
MASONRY WALLS
CONCRETE WALL ABOVE OR PASSING THROUGH LEVEL
CONCRETE IN CROSS SECTION
EXISTING CONCRETE IN CROSS SECTION
CONCRETE SYMBOLS
STEEL COLUMN ABOVE OR PASSING THROUGH THIS LEVEL
STEEL COLUMN BELOW THIS LEVEL
STEEL IN CROSS SECTION
24
x
1
2
B
1
8"
Ø
A
1
6D 5
6
FH
[5
,
3
,
5
]
C
1
"
BEAM SIZE
NUMBER OF STUDS
CAMBER AT MID-SPAN
COLUMN
BELOW
FULL HEIGHT
PLATE
CONNECTION
SPECIAL STUD
SPACING FOR
GIRDERS
NUMBER OF BOLTS IN
SPECIAL CONNECTIONS
NUMBER OF BOLTS IN
CONNECTION IF
DIFFERENT FROM TYPICAL
SCHEDULE
TOP OF STEEL
ELEVATION
DEVIATION FROM
TYPICAL
SPECIAL MOMENT
RESISTING FRAME
CONNECTION
MOMENT OR TENSION
RESISTING
CONNECTION
BEAM
PENETRATION
BOT FLANGE
BEAM BRACE
SHOP WELDED
CANTILEVER
W24x55 [20] C 3/4" (-10")
W1
8
x
3
5
[
1
2
]
C
1
"
W2
1
x
4
4
W2
4
x
6
2
[
2
4
]
S
F
R
S
MEMBER OF THE
SEISMIC FORCE-
RESISTING SYSTEM
STEEL SYMBOLS
BRACED
FRAME
ABOVE
BRACED
FRAME BELOW
DEMOLISH FRAMING
DEMOLISH SLAB
DEMOLISH CONCRETE WALL
DEMOLISH CONCRETE COLUMN
DEMOLISH STEEL COLUMN
DEMOLITION SYMBOLS
DEMOLISH CMU WALL
GRID BUBBLE
SURFACE -SLOPE UP
SURFACE -STEPPED
SURFACE -SLOPE DOWN
SURFACE -SLOPE TWO WAYS
UNDISTURBED SOIL, COMPACTED SOIL, BACKFILL, OR
ANY PREPARED SUBGRADE. SEE SPECIFICATIONS FOR
TYPE OF MATERIAL AND PREPARATION METHOD.
STANDARD SECTION CUTS
NORTH ARROW
BUILDING SECTION CUTS
ELEVATION OF WALL OR FRAME
SPOT ELEVATION:TOP OF PLYWOOD
TOP OF CONCRETE
TOP OF STEEL
TOP OF CONCRETE ELEVATION
TOP OF STEEL ELEVATION
WORKPOINT
DIRECTION OF DOWNWARD SLOPE
DIRECTION OF SPAN
PLAN
NORTH
WP
REFERENCE ELEVATION. REFER TO PLAN
UNLESS NOTED OTHERWISE.
EXISTING FRAMING
ELEVATION OF LEVEL
GENERAL SYMBOLS
?
?
?
?
____
?
?
____ ?
?
____
100'-0"
100'-0"
100'-0"
S3.1
1
S3.1
1
S3.1
1
S3.1
1
AB ANCHOR BOLT
ADD'L ADDITIONAL
ADH ADHESIVE
ADJ ADJUSTABLE
AESS ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL
AFF ABOVE FINISH FLOOR
AGG AGGREGATE
ANCH ANCHOR
ARCH ARCHITECTURAL
ARD ADHESIVE REINFORCING DOWEL
B/ BOTTOM OF
BLDG BUILDING
BLKG BLOCKING
BM BEAM
BN DIAPHRAGM BOUNDARY NAILING
BOT BOTTOM
BRB BUCKLING-RESTRAINED BRACE
BRBF BUCKLING-RESTRAINED BRACE FRAME
BRG BEARING
BSMT BASEMENT
BTWN BETWEEN
BUR BUILT-UP ROOF
C CAMBER
CAP CAPACITY
CC CENTER TO CENTER
CDF CONTROLLED DENSITY FILL
CFS COLD-FORMED STEEL
CIP CAST-IN-PLACE
CJ CONSTRUCTION OR CONTROL JOINT
CJP COMPLETE JOINT PENETRATION
CL CENTERLINE
CLG CEILING
CLR CLEAR
CLT CROSS-LAMINATED TIMBER
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CONTY CONTINUITY
COORD COORDINATE
CTR CENTER
CY CUBIC YARD
DB DIVIDER BEAM
DBA DEFORMED BAR ANCHOR
DBL DOUBLE
DCW DEMAND CRITICAL WELD
DEMO DEMOLISH
DET DETAIL
DF DOUGLAS FIR
DIA DIAMETER
DIAG DIAGONAL
DKG DECKING
DN DOWN
DO DITTO
DWF DEFORMED WIRE FABRIC
DWG DRAWING
DWL DOWEL
EA EACH
EF EACH FACE
EL ELEVATION
ELECT ELECTRICAL
ELEV ELEVATOR
EN PANEL EDGE NAILING
EQ EQUAL
EQUIP EQUIPMENT
ES EACH SIDE
EW EACH WAY
EX EXISTING
EXP EXPANSION
EXT EXTERIOR
F FAHRENHEIT
FD FLOOR DRAIN
FDN FOUNDATION
FF FINISH FLOOR
FIN FINISH
FLG FLANGE
FLR FLOOR
FOB FACE OF BUILDING
FS FAR SIDE
FT FEET
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GB GRADE BEAM
GEN GENERAL
GL GLUED LAMINATED TIMBER
GOVT GOVERNMENT
GR GRADE
GWB GYPSUM WALL BOARD
HF HEM-FIR
HGR HANGER
HK HOOK
HORIZ HORIZONTAL
HP HIGH POINT
HSS HOLLOW STRUCTURAL SECTION
IBC INTERNATIONAL BUILDING CODE
ID INSIDE DIAMETER
STRUCTURAL ABBREVIATIONS STRUCTURAL DRAWING SYMBOLS
IE INVERT ELEVATION
IF INSIDE FACE
IN INCH
INFO INFORMATION
INT INTERIOR
JST JOIST
JT JOINT
K KIP (1,000 LBS.)
KSF KIPS PER SQUARE FOOT
LF LINEAL FOOT
LFH LONG FACE HORIZONTAL
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LNGT LONGITUDINAL
LP LOW POINT
LSL LAMINATED STRAND LUMBER
LVL LAMINATED VENEER LUMBER
MAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MOM MOMENT
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NS NEAR SIDE
NS NONSHRINK
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OF OUTSIDE FACE
OPNG OPENING
OPP OPPOSITE
P POST
PAF POWER ACTUATED FASTENER
PC PIECE
PC PILE CAP
PEN PENETRATION
PJP PARTIAL JOINT PENETRATION
PL PROPERTY LINE
PL PLATE
PLWD PLYWOOD
PNL PANEL
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT POST-TENSIONED
PT PRESERVATIVE-TREATED
PWT PREFABRICATED WOOD TRUSS
R RADIUS
RD ROOF DRAIN
REINF REINFORCING
REM REMAIN(DER)
REQ'D REQUIRED
RND ROUND
RO ROUGH OPENING
RTN RETURN
SC SLIP CRITICAL
SCHED SCHEDULE
SDCI SEATTLE DEPARTMENT OF
CONSTRUCTION AND INSPECTIONS
SDQ SPECIAL DUCTILE QUALITY
SECT SECTION
SFRS SEISMIC FORCE-RESISTING SYSTEM
SHT SHEET
SHTG SHEATHING
SIM SIMILAR
SOG SLAB-ON-GRADE
SP SPACE
SPEC SPECIFICATION
SQ SQUARE
SST STAINLESS STEEL
ST SUSTAINED TENSION ANCHOR
STD STANDARD
STIFF STIFFENER
STIRR STIRRUP
STL STEEL
STRUCT STRUCTURAL
SUPP SUPPORT
SYM SYMMETRICAL
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
T/ TOP OF
TB TABLE
THK THICK(NESS)
THRU THROUGH
TRANS TRANSVERSE
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
UT ULTRASONIC TESTING
VERT VERTICAL
VIF VERIFY IN FIELD
W W-SHAPE
W/ WITH
W/O WITHOUT
WD WOOD
WHS WELDED HEADED STUD
WL WATER LINE
WP WORK POINT
WSBC WASHINGTON STATE BUILDING CODE
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
T-433449
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
49
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
TR
O
-
4
1
-
4
3
3
4
07/16/25
61
47248
AMI E E . SULLI
V
A
N
S
T
R
UCTURAL E N G I N EERP
R
O
F
E
SSI ONA L E N G I N EER
STAT E O F WASHIN
G
T
O
N
DEVELOPMENT ENGINEERING
msippo 08/13/2025
R-433449
TE
D
-
4
0
-
4
3
3
4
PR
I
N
T
E
D
:
FI
L
E
:
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
SHEET:
PAGE:
OF:
Planning/Building/Public Works Dept.
CITY OF
RENTON
DATUM
SURVEYED:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:
SCALE:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLYAPPRDATEBYREVISIONNO.
4/
4
/
2
0
2
5
1
1
:
4
2
:
2
0
A
M
C
:
\
R
e
v
i
t
M
o
d
e
l
s
\
2
0
2
3
\
2
2
3
3
-
R
e
n
t
o
n
P
a
v
i
l
i
o
n
-
S
T
R
U
C
-
R
2
0
2
3
_
p
e
t
e
r
.
z
e
r
k
e
l
.
r
v
t
S0.03
STATEMENT OF SPECIAL INSPECTION AND
TESTING
STATEMENT OF SPECIAL INSPECTIONS AND TESTING
1. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE (IBC) AND
THE REFERENCE CODES AND STANDARDS LISTED IN NOTE 2. REFER TO TABLES 1 AND 2 FOR SPECIAL
INSPECTION AND TABLES 3 AND 4 FOR TESTING REQUIREMENTS.
2. REFERENCE CODES AND STANDARDS ARE AS FOLLOWS:
IBC 2021
ACI 318-19
AWC SDPWS 2021
AWS CURRENT EDITION
ASTM CURRENT EDITION
AISC 360-16
AISC 341-116
RCSC 2014
SDI QA/QC-2017
3. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED QUALIFIED
TESTING AND INSPECTING AGENCY MEETING THE REQUIREMENTS OF ASTM E 329 (MATERIALS), ASTM D 3740
(SOILS), ASTM C 1077 (CONCRETE), AND ASTM E 543 (NON-DESTRUCTIVE). THE TESTING AND INSPECTING
AGENCY SHALL FURNISH TO THE ARCHITECT A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL
INSPECTORS SHALL BE CERTIFIED BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED
PER SECTION 6.1.4.1.1 OF AWS D1.1. AND WABO
4. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED
CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. ISSUES REQUIRING IMMEDIATE
CORRECTIVE ACTIONS OR ENGINEERING INPUT ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION
IMMEDIATELY UPON DISCOVERY.
5. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING
OFFICIAL, ARCHITECT, CONTRACTOR, AND OWNER. THE TESTING AND INSPECTING AGENCY SHALL SUBMIT A
FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN
CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED
IN THE INSPECTION REPORTS HAVE BEEN CORRECTED.
6. CONTRACTOR TO FURNISH WELDING PROCEDURE SPECIFICATIONS (WPSs) AND PROCEDURE QUALIFCATION
RECORDS (PQRs) IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL" FOR EACH
WELDED JOINT TO THE BUILDING OFFICIAL, ARCHITECT, CONTRACTOR, AND OWNER.
7. CONTINUOUS SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT
WHEN AND WHERE THE WORK TO BE INSPECTED IS BEING PERFORMED. PERIODIC SPECIAL INSPECTION:
SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE WORK
TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED.
8. WHERE PERIODIC INSPECTION IS ALLOWED IN ACCORDANCE WITH THE ANCHOR ICC/IAPMO EVALUATION
REPORT, INSPECTIONS SHALL BE AS FOLLOWS:
- FOR ALL ANCHORS, PRIOR TO CONCEALMENT, VERIFY: ANCHOR TYPE, ANCHOR DIMENSIONS,
ANCHOR SPACING AND EDGE DISTANCE.
- FOR EACH ANCHOR TYPE AND SIZE, INSPECTOR SHALL BE ONSITE TO CONTINUOUSLY INSPECT A
MINIMUM OF THE FIRST 10 ANCHORS INSTALLED BY EACH INSTALLER FOR CONFORMANCE WITH
ICC/IAPMO EVALUATION REPORT. PROVIDED ALL ANCHORS ARE INSTALLED CORRECTLY PER
MANUFACTURER'S INSTRUCTIONS, PROVIDE PERIODIC INSPECTION ON A MINIMUM OF 10% OF THE
NEXT 1000 ANCHORS BY EACH INSTALLER AND A MINIMUM OF 5% OF THE REMAINING ANCHORS BY
EACH INSTALLER. INSPECTIONS SHALL OCCUR A MINIMUM OF ONCE PER WEEK AT A RANDOM TIME
WHILE ANCHOR INSTALLATION IS ONGOING. ANY NON-COMPLIANCE ISSUES SHALL RESET THE
INSPECTION REQUIREMENTS TO TEN (10) CONTINUOUS INSPECTIONS. NON-COMPLIANT ANCHORS SHALL
BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD FOR REVIEW AND SHALL BE BROUGHT
INTO COMPLIANCE BY EITHER TESTING OR RE-INSTALLATION.
- INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS.
- SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS
STATING THAT THE MINIMUM NUMBER OF ANCHORS WERE INSPECTED.
9. OBSERVE: OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING
THESE INSPECTIONS. PERFORM: PERFORM THESE TASKS FOR EACH ELEMENT.
10. INDICATED CONCRETE TESTING MEETS MINIMUM REQUIREMENTS FOR STRUCTURAL TESTING TO BE
PROVIDED BY THE APPROVED QUALIFIED TESTING AND INSPECTING AGENCY. ADDITIONAL TESTING FOR
CONSTRUCTION CONSIDERATIONS ARE NOT INDICATED AND SHALL BE DETERMINED BY THE CONTRACTOR
AND PROVIDED AT CONTRACTOR'S EXPENSE.
11. SEE S0.04 FOR ADDITIONAL CITY OF RENTON SUBMITTAL REQUIREMENTS.
CONTRACTOR RESPONSIBILITY:
FOR SEISMIC DESIGN CATEGORY C, D, E AND F STRUCTURES, THE CONTRACTOR IS RESPONSIBLE FOR THE
CONSTRUCTION OF THE MAIN WIND OR SEISMIC FORCE-RESISTING SYSTEM, OR A WIND OR SEISMIC FORCE-
RESISTING COMPONENT LISTED IN TABLES 2C, 3 AND 4. THE CONTRACTOR SHALL SUBMIT A WRITTEN
STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT
OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL
CONTAIN THE FOLLOWING:
1. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF
SPECIAL INSPECTIONS.
2. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE
CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL.
3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND
FREQUENCY OF REPORTING AND DISTRIBUTION OF THE REPORTS.
4. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR
POSITION(S) IN THE ORGANIZATION.
STATEMENT OF SPECIAL INSPECTION AND TESTING NOTES:
COPY PDF CONTENT FROM TEMPLATE HERE:
U:\23000-23999\2300657 -Renton Marketplace\50 -
Archive\XX -PDF FOR SHEET S0.03
CONTINUOUS PERIODIC
- X
- X
- X
X -
- X
CONTINUOUS PERIODIC
1704.2.5 - - -
WHERE FABRICATION OF STRUCTURAL, LOAD-
BEARING OR LATERAL LOAD-RESISTING MEMBERS
OR ASSEMBLIES IS BEING PERFORMED ON THE
PREMISES OF A FABRICATOR'S SHOP, SPECIAL
INSPECTION OF THE FABRICATED ITEMS SHALL BE
AS REQUIRED BY TABLE 2 AND AS REQUIRED
ELSEWHERE IN THE STATEMENT OF SPECIAL
INSPECTIONS. REFERENCE SECTION 1704.2.5.1 FOR
APPROVED FABRICATOR EXCEPTION.
TB 1705.3(1)
1705.3
1908.1
ACI 318: 20, 25.2-25.3,
26.6.1-26.6.3, 26.8,
26.13.3;
AISC 360: N5.8
- X
TOLERANCE AND REINFORCING PLACEMENT PER
ACI 318: 26.6
TB 1705.3(2)
1705.3.1 - - EXCEPT AS NOTED OTHERWISE
- X MANUFACTURER'S CERTIFIED TEST REPORTS
- X COPY OF WELDING PROCEDURE SPECIFICATIONS
- X COPY OF QUALIFICATION CARDS
TB 1705.3
(2.a)- X CERTIFIED MILL TEST REPORTS
TB 1705.3
(2.b)- X -
TB 1705.3
(2.c)X -
ALL WELDS VISUALLY INSPECTED PER AWS D1.4:
9.5
TB 1705.3 (3)
WAC 51-50-1705
ACI 318: 26.13.3
AISC 360: N5.8 - X ALL ANCHORS SHALL BE VISUALLY INSPECTED
TB 1705.3 (4.a)
ACI 355.4
ICC/IAPMO
EVALUATION REPORT
ACI 318: 26.13.3
X -
REFER TO ANCHOR CALLOUTS FOR SUSTAINED
TENSION (ST) DESIGNATION
TB 1705.3 (4.b)
ACI 355.4
ICC/IAPMO
EVALUATION REPORT
ACI 318: 26.13.3
- X
ALL ANCHORS SHALL BE VISUALLY INSPECTED.
(SEE SPECIFICATION PART 3 POST-INSTALLED
ANCHOR REQUIREMENTS)
TB 1705.3(5)
1705.3
1904
1908.1
ACI 318: 19, 26.4.3-
26.4.4, 26.13.3 - X -
TB 1705.3(6)
1908.1
ASTM C 31
ASTM C 172
ACI 318: 26.5, 26.12
X - -
- ACI 318: 26.13.3.3(c) - X -
TB 1705.3(8)
1705.3
1908.1
ACI 318: 26.5.3-26.5.5,
26.13.3 - X -
TB 1705.3(14)
1705.3 ACI 318: 26.11.1.2(b) - X -
-ICC/IAPMO
EVALUATION REPORTS - X
VISUALLY INSPECT FOR CORRECT ASSEMBLY AND
LOCATION
TABLE 2 - REQUIRED STRUCTURAL SPECIAL INSPECTIONS
INSPECTION
REMARKSFREQUENCY
PERFORM CLASSIFICATION AND TESTING OF
COMPACTED FILL MATERIALS.
GEOTECHNICAL
REPORT
VERIFY USE OF PROPER PROCEDURES, MATERIALS,
DENSITIES AND LIFT THICKNESSES DURING
PLACEMENT AND COMPACTION OF COMPACTED FILL.
PRIOR TO PLACEMENT OF COMPACTED FILL,
INSPECT SUBGRADE AND VERIFY THAT SITE HAS
BEEN PREPARED PROPERLY.
TB 1705.6
1705.6 BY THE GEOTECHNICAL ENGINEER
TABLE 1 - REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS
INSPECTION
REMARKSIBC CODE
REFERENCE
CODE OR STANDARD
REFERENCE
SYSTEM OR MATERIAL FREQUENCY
SOILS
VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS
ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING
CAPACITY.
VERIFY EXCAVATIONS ARE EXTENDED TO PROPER
DEPTH AND HAVE REACHED PROPER MATERIAL.
INSPECT REINFORCEMENT, INCLUDING
EMBEDMENTS AND PRESTRESSING TENDONS, AND
VERIFY PLACEMENT.
INSPECTION OF REINFORCING STEEL WELDING
1705.3.1
IBC CODE
REFERENCE
CODE OR STANDARD
REFERENCE
FABRICATION
INSPECTION IN FABRICATION SHOP
CONCRETE
SYSTEM OR MATERIAL
ACI 318: 26.6.4
AWS D1.4: 9
MATERIAL VERIFICATION OF WELD FILLER
METALS
VERIFYING USE OF PROPER WELDING
PROCEDURE SPECIFICATIONS
VERIFYING WELDER QUALIFICATIONS
VERIFY WELDABILITY OF REINFORCING STEEL
OTHER THAN ASTM A 706.
ACI 318: 26.6.4
AWS D1.4: 9
INSPECT ALL OTHER WELDS
INSPECT SINGLE PASS FILLET WELDS,
MAXIMUM 5/16"
INSPECT ANCHORS CAST IN CONCRETE
VERIFY MAINTENANCE OF SPECIFIED CURING
TEMPERATURE AND TECHNIQUES.
VERIFY CURING METHOD AND DURATION OF CURING
FOR EACH MEMBER.
INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS:
ADHESIVE ANCHORS AND ADHESIVE
REINFORCING DOWELS INSTALLED IN
HORIZONTALLY OR UPWARDLY INCLINED
ORIENTATIONS TO RESIST SUSTAINED
TENSION LOADS.
MECHANICAL ANCHORS, ADHESIVE ANCHORS,
AND ADHESIVE REINFORCING DOWELS NOT
DEFINED ABOVE.
VERIFY USE OF REQUIRED DESIGN MIX.
PRIOR TO CONCRETE PLACEMENT, FABRICATE
SPECIMENS FOR STRENGTH TESTS, PERFORM
SLUMP AND AIR CONTENT TESTS, AND DETERMINE
THE TEMPERATURE OF THE CONCRETE.
INSPECT FORMWORK FOR SHAPE, LOCATION AND
DIMENSIONS OF THE CONCRETE MEMBER BEING
FORMED.
INSPECT REINFORCING STEEL MECHANICAL
COUPLERS, TERMINATORS AND FORM SAVERS
X - -
- X -
- X -
X - -
X - -
X - -
X - -
X - -
X - -
- - FABRICATOR OR ERECTOR SHALL OBSERVE
X - -
X - -
X - -
X - -
X - -
- X -
X - -
- X -
- X -
- X -
- X
WHEN WELDING OF DOUBLER PLATES, CONTINUITY
PLATES OR STIFFENERS HAS BEEN PERFORMED IN
THE K-AREA, VISUALLY INSPECT THE WEB K-AREA
FOR CRACKS WITHIN 3 INCHES OF THE WELD.
- X
AFTER ROLLED HEAVY SHAPES AND BUILT-UP
HEAVY SHAPES ARE WELDED, VISUALLY INSPECT
THE WELD ACCESS HOLE FOR CRACKS.
- X -
- X -
- X -
X - -
WPS AVAILABLE
FIT-UP OF CJP GROOVE WELDS OF HSS T-, Y-
AND K-JOINTS WITHOUT BACKING (INCLUDING
JOINT GEOMETRY): JOINT PREPARATIONS,
DIMENSIONS (ALIGNMENT, ROOT OPENING,
ROOT FACE, BEVEL), CLEANLINESS
(CONDITION OF STEEL SURFACES), TACKING
(TACK WELD QUALITY AND LOCATION)
STEEL
INSPECTION TASKS PRIOR TO WELDING:
WELDER QUALIFICATION RECORDS AND
CONTINUITY RECORDS
1705.2 AISC 360: TB N5.4-1
AISC 360: N5.4
MANUFACTURER CERTIFICATIONS FOR
WELDING CONSUMABLES AVAILABLE
1705.2 AISC 360: TB N5.4-2
AISC 360: N5.4
CONTROL AND HANDLING OF WELDING
CONSUMABLES: PACKAGING, EXPOSURE
CONTROL
NO WELDING OVER CRACKED TACK WELDS
MATERIAL IDENTIFICATION (TYPE/GRADE)
WELDER IDENTIFICATION SYSTEM
FIT-UP OF FILLET WELDS: DIMENSIONS
(ALIGNMENT, GAPS AT ROOT), CLEANLINESS
(CONDITION OF STEEL SURFACES), TACKING
(TACK WELD QUALITY AND LOCATION),
BACKING TYPE AND FIT (IF APPLICABLE)
CHECK WELDING EQUIPMENT
CONFIGURATION AND FINISH OF ACCESS
HOLES
ENVIRONMENTAL CONDITIONS: WIND SPEED
WITHIN LIMITS, PRECIPITATION AND
TEMPERATURE
PLACEMENT AND INSTALLATION OF STEEL
HEADED STUD ANCHORS
WPS FOLLOWED: SETTINGS ON WELDING
EQUIPMENT, TRAVEL SPEED, SELECTED
WELDING MATERIALS, SHIELDING GAS
TYPE/FLOW RATE, PREHEAT APPLIED,
INTERPASS TEMPERATURE MAINTAINED
(MIN./MAX.), PROPER POSITION (F, V, H, OH)
WELDING TECHNIQUES: INTERPASS AND FINAL
CLEANING, EACH PASS WITHIN PROFILE
LIMITATIONS, EACH PASS MEETS QUALITY
REQUIREMENTS
FIT-UP OF GROOVE WELDS (INCLUDING JOINT
GEOMETRY): JOINT PREPARATIONS,
DIMENSIONS (ALIGNMENT, ROOT OPENING,
ROOT FACE, BEVEL), CLEANLINESS
(CONDITION OF STEEL SURFACES), TACKING
(TACK WELD QUALITY AND LOCATION),
BACKING TYPE AND FIT (IF APPLICABLE)
INSPECTION TASKS DURING WELDING:
INSPECTION TASKS AFTER WELDING:
WELDS CLEANED
1705.2 AISC 360: TB N5.4-3
AISC 360: N5.4
SIZE, LENGTH AND LOCATION OF WELDS
WELDS MEET VISUAL ACCEPTANCE CRITERIA:
CRACK PROHIBITION, WELD/BASE-METAL
FUSION, CRATER CROSS SECTION, WELD
PROFILES, WELD SIZE, UNDERCUT, POROSITY
ARC STRIKES
K-AREA
BACKING REMOVED AND WELD TABS
REMOVED (IF REQUIRED)
REPAIR ACTIVITIES
NO PROHIBITED WELDS HAVE BEEN ADDED
WITHOUT THE APPROVAL OF THE EOR
WELD ACCESS HOLES IN ROLLED HEAVY
SHAPES AND BUILT-UP HEAVY SHAPES
DOCUMENT ACCEPTANCE OR REJECTION OF
WELDED JOINT OR MEMBER
X - -
X - -
X - -
X - -
X - -
- X -
- X -
- X -
CONTINUOUS PERIODIC
- X MANUFACTURER'S CERTIFIED TEST REPORTS
- X COPY OF WELDING PROCEDURE SPECIFICATIONS
- X COPY OF QUALIFICATION CARDS
- AWS D1.3: 8 - X
ALL WELDS VISUALLY INSPECTED PER AWS D1.3:
8.1
FASTENERS ARE POSITIONED AS REQUIRED
INSPECTION OR EXECUTION TASKS PRIOR TO MECHANICAL FASTENING:
1705.2.2
COLD-FORMED STEEL FRAMING
MATERIAL VERIFICATION OF WELDING
CONSUMABLES
-AISI S100 APP. A J2a,
AWS D1.3
SDI QA/QC: APP. 1
SDI QA/QC: APP. 1
MANUFACTURER INSTALLATION
INSTRUCTIONS AVAILABLE FOR MECHANICAL
FASTENERS
PROPER TOOLS AVAILABLE FOR FASTENER
INSTALLATION
VERIFYING USE OF PROPER WPS
VERIFYING WELDER QUALIFICATIONS
WELDED FRAMING CONNECTIONS
SYSTEM OR MATERIAL
INSPECTION
REMARKSIBC CODE
REFERENCE
CODE OR STANDARD
REFERENCE
FREQUENCY
CHECK SPACING, TYPE, AND INSTALLATION OF
SUPPORT FASTENERS, SIDELAP FASTENERS,
AND PERIMETER FASTENERS
VERIFY REPAIR ACTIVITIES
DOCUMENT ACCEPTANCE OR REJECTION OF
MECHANICAL FASTENERS
1705.2.2 SDI QA/QC: APP. 1
INSPECTION OR EXECUTION TASKS AFTER MECHANICAL FASTENING:
PROPER STORAGE FOR MECHANICAL
FASTENERS
1705.2.2FASTENERS ARE INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S INSTRUCTIONS
INSPECTION OR EXECUTION TASKS DURING MECHANICAL FASTENING:
CONTINUOUS PERIODIC
- X -
REFERENCE THE STRUCTURAL NOTES IN THE
STRUCTURAL DRAWINGS FOR OUTLINE OF SFRS
SYSTEM. REFERENCE TABLE 2A FOR MATERIAL
SPECIFIC INSPECTION REQUIREMENTS.
- X -
REFERENCE TABLE N1 AND N2 FOR INSPECTION
REQUIREMENTS.
OBSERVE PERFORM
1705.13.1 AISC 341: TB J6.3 - X -
- X -
CONTINUOUS PERIODIC
CONTINUOUS PERIODIC
1705.12.3 - - X -
GENERAL
SEISMIC FORCE-RESISTING SYSTEMS (SFRS) IN
STRUCTURES ASSIGNED TO SEISMIC DESIGN
CATEGORY B, C, D, E OR F 1704.3.2
1705.12DESIGNATED SEISMIC SYSTEMS (SECONDARY) IN
STRUCTURES ASSIGNED TO SEISMIC DESIGN
CATEGORY C, D, E OR F
TABLE 2A - REQUIRED STRUCTURAL SPECIAL INSPECTIONS FOR
SEISMIC RESISTANCE
SYSTEM OR MATERIAL
INSPECTION
REMARKSIBC CODE
REFERENCE
CODE OR STANDARD
REFERENCE
FREQUENCY
STEEL
VISUAL INSPECTION TASKS AFTER WELDING:
PLACEMENT OF REINFORCING OR
CONTOURING FILLET WELDS (IF REQUIRED)
OTHER INSPECTION TASKS:
PROTECTED ZONE, NO HOLES AND
UNAPPROVED ATTACHMENTS MADE BY
FABRICATOR OR ERECTOR, AS APPLICABLE
REMARKSIBC CODE
REFERENCE
CODE OR STANDARD
REFERENCE
FREQUENCYSYSTEM OR MATERIAL
INSPECTION
REMARKSIBC CODE
REFERENCE
CODE OR STANDARD
REFERENCE
FREQUENCYSYSTEM OR MATERIAL
INSPECTION
TABLE 2B - REQUIRED STRUCTURAL SPECIAL INSPECTIONS FOR WIND
RESISTANCE
SYSTEM OR MATERIAL
INSPECTION
REMARKSIBC CODE
REFERENCE
INSPECT FASTENING OF ROOF DECK, ROOF FRAMING
CONNECTIONS, WALL CONNECTIONS TO ROOF AND
FLOOR DIAPHRAGMS AND FRAMING.
CODE OR STANDARD
REFERENCE
FREQUENCY
GENERAL
CONTINUOUS PERIODIC
VARIES; MINIMUM PER
IBC APPENDIX J107.5 - X BY THE GEOTECHNICAL ENGINEER
VARIES;
CLASSIFICATION AND
TESTING OF
CONTROLLED FILL
MATERIALS
- X BY THE GEOTECHNICAL ENGINEER
FILL IN-PLACE DENSITY OR PREPARED SUBGRADE
DENSITY
1705.6
MATERIAL VERIFICATION
TABLE 3 - REQUIRED STRUCTURAL TESTING
REMARKSIBC CODE
REFERENCE
CODE OR STANDARD
REFERENCE
FREQUENCY
GEOTECHNICAL
SYSTEM OR MATERIAL
TESTING
ASTM C 172
ACI 318: 26.12
OBTAIN WHEN FRESH CONCRETE IS PLACED FOR
EACH MIX DESIGN USED
ASTM C 39
ACI 318: 26.12
REFER TO GENERAL NOTES FOR TEST AGE. FOR 6
BY 12-INCH CYLINDERS, 2 CYLINDERS AT TEST AGE
IS PERMITTED.
CYL = CYLINDER.
(SEE SPECIFICATIONS PART 3 CONCRETE TESTING
REQUIREMENTS).
ASTM C 143 AT POINT OF PLACEMENT
ASTM C 231 MIN ONE PER DAY
ASTM C 1064 ONE TEST PER HOUR WHEN AIR TEMP IS BELOW 40
DEG F OR ABOVE 80 DEG F
AISC 360: N5.5
RT- AWS D1.1: 8.16
MT- AWS D1.1: 8.14.4
UT- AWS D1.1: 8.13 &
8.14.3
ALL CJP WELDS IN MATERIALS 5/16" OR GREATER
REQUIRE UT TESTING
AISC 341: J6.2a
MT - AWS D1.1: 8.14.4
UT - AWS D1.1: 8.13 &
8.14.3
REFER TO DRAWINGS FOR LOCATIONS
AISC 341: J6.2b
AWS D1.1: 8.14.1
AWS D1.8
-
AISC 341: J6.2c
AWS D1.1: 8.13 & 8.14.3 -
AISC 341: J6.2f
AWS D1.1: 8.14.4 -
CONCRETE
COMPOSITE SAMPLES
1903
1705.3
ONE SAMPLE FOR EA 150 CY
NOR LESS THAN 5,000 SQ FT
OF SLABS AND WALLS, ONE
SET PER DAY MIN
CONCRETE STRENGTH, UNO
EACH SAMPLE:
1 CYL - 7 DAYS
3 CYL - TEST AGE
1 CYL - HOLD
CONCRETE TEMPERATURE ONE TEST PER COMPOSITE
SAMPLE
CONCRETE SLUMP ONE TEST PER COMPOSITE
SAMPLE
CONCRETE AIR CONTENT ONE TEST PER COMPOSITE
SAMPLE
STEEL
RADIOGRAPHIC (RT)
MAGNETIC PARTICLE (MT) AND ULTRASONIC (UT)
TESTING OF WELDS
PER DRAWINGS
UT OF PARTIAL JOINT PENETRATION (PJP) WELDS AT
COLUMN SPLICES AND COLUMNS TO BASE PLATES EACH LOCATION
MT OF THE ENDS OF FLANGE WELDS FROM WHICH
WELD TABS HAVE BEEN REMOVED EACH LOCATION
UT OF BASE METAL THICKER THAN 1-1/2" SUBJECT TO
THROUGH-THICKNESS WELD SHRINKAGE STRAINS
BEHIND AND ADJACENT TO
EACH WELD
TABLE 4 - REQUIRED STRUCTURAL TESTING FOR SEISMIC RESISTANCE
SYSTEM OR MATERIAL
TESTING
REMARKSIBC CODE
REFERENCE
CODE OR STANDARD
REFERENCE FREQUENCY
STEEL
MAGNETIC PARTICLE (MT) AND ULTRASONIC (UT)
TESTING OF COMPLETE JOINT PENETRATION
GROOVE (CJP) WELDS IN MATERIALS 5/16" THICK AND
GREATER
UT 100% OF WELDS
MT 25% OF WELDS
- X -
X - -
X - -
X - -
X - -
X - -
X - -
X - -
X - -
X - -
X - -
1705.2 AISC 360: TB N5.6-3 - X -
- AISC 360: N5.7 - X -
1705.2 AISC 360: N5.8 - X -
INSPECTION OF FABRICATED AND ERECTED STEEL FRAMES:
INSPECTION TASKS PRIOR TO BOLTING:
MANUFACTURER'S CERTIFICATIONS
AVAILABLE FOR FASTENER MATERIALS
1705.2 AISC 360: TB N5.6-1
AISC 360: N5.6
FASTENERS MARKED IN ACCORDANCE WITH
ASTM REQUIREMENTS
CORRECT FASTENERS SELECTED FOR THE
JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF
THREADS ARE TO BE EXCLUDED FROM SHEAR
PLANE)
CORRECT BOLTING PROCEDURE FOR JOINT
DETAIL
CONNECTING ELEMENTS, INCLUDING THE
APPROPRIATE FAYING SURFACE CONDITION
AND HOLE PREPARATION, IF SPECIFIED, MEET
APPLICABLE REQUIREMENTS
PRE-INSTALLATION VERIFICATION TESTING BY
INSTALLATION PERSONNEL OBSERVED AND
DOCUMENTED FOR FASTENER ASSEMBLIES
AND METHODS USED
PROTECTED STORAGE PROVIDED FOR BOLTS,
NUTS, WASHERS AND OTHER FASTENER
COMPONENTS
INSPECTION OF GALVANIZED STRUCTURAL STEEL MAIN MEMBERS:
VISUALLY INSPECT EXPOSED CUT SURFACES
AND EXPOSED CORNERS OF RECTANGULAR
HSS FOR CRACKS AFTER GALVANIZATION.
VERIFICATION OF COMPLIANCE WITH
CONSTRUCTION DOCUMENT DETAILS.
INSPECTION TASKS AFTER BOLTING:
DOCUMENT ACCEPTANCE OR REJECTION OF
BOLTED CONNECTIONS
INSPECTION TASKS DURING BOLTING:
FASTENER ASSEMBLIES PLACED IN ALL HOLES
AND WASHERS AND NUTS ARE POSITIONED AS
REQUIRED
1705.2 AISC 360: TB N5.6-2
AISC 360: N5.6
JOINT BROUGHT TO SNUG-TIGHT CONDITION
PRIOR TO THE PRETENSIONING OPERATION
FASTENER COMPONENT NOT TURNED BY THE
WRENCH PREVENTED FROM ROTATING
FASTENERS ARE PRETENSIONED IN
ACCORDANCE WITH THE RCSC
SPECIFICATION, PROGRESSING
SYSTEMATICALLY FROM THE MOST RIGID
POINT TOWARD THE FREE EDGES
- X -
- X -
- X -
- X -
- X -
X - -
X - -
X - -
X - -
X - -
X - -
X - -
X - -
- X -
- X -
- X -
- X -
INSPECTION OR EXECUTION TASKS AFTER DECK PLACEMENT:
VERIFY COMPLIANCE OF MATERIALS (DECK
AND ALL DECK ACCESSORIES) WITH
CONSTRUCTION DOCUMENTS, INCLUDING
PROFILES, MATERIAL PROPERTIES, AND BASE
METAL THICKNESS
DOCUMENT ACCEPTANCE OR REJECTION OF
DECK AND DECK ACCESSORIES
CONSTRUCTION DOCUMENT DETAILS.
INSPECTION OR EXECUTION TASKS AFTER WELDING:
SDI QA/QC: APP. 1
STEEL DECK
SDI QA/QC: APP. 1
INSPECTION OR EXECUTION TASKS PRIOR TO DECK PLACEMENT:
VERIFY COMPLIANCE OF DECK AND ALL DECK
ACCESSORIES INSTALLATION WITH
CONSTRUCTION DOCUMENTS
VERIFY DECK MATERIALS ARE REPRESENTED
BY THE MILL CERTIFICATIONS THAT COMPLY
WITH THE CONSTRUCTION DOCUMENTS
INSPECTION OR EXECUTION TASKS PRIOR TO WELDING:
SDI QA/QC: APP. 1
MATERIAL IDENTIFICATION (TYPE/GRADE)
CHECK WELDING EQUIPMENT
DOCUMENT ACCEPTANCE OR REJECTION OF
INSTALLATION OF DECK AND DECK
ACCESSORIES
1705.2.2
1705.2.2
ENVIRONMENTAL CONDITIONS (WIND SPEED,
MOISTURE, TEMPERATURE)
DOCUMENT ACCEPTANCE OR REJECTION OF
WELDS
MANUFACTURER CERTIFICATIONS FOR
WELDING CONSUMABLES AVAILABLE
USE OF QUALIFIED WELDERS
WPS FOLLOWED
INSPECTION OR EXECUTION TASKS DURING WELDING:
CONTROL AND HANDLING OF WELDING
CONSUMABLES
1705.2.2
SDI QA/QC: APP. 1WELDS MEET VISUAL ACCEPTANCE CRITERIA
VERIFY SIZE AND LOCATION OF WELDS,
INCLUDING SUPPORT, SIDELAP, AND
PERIMETER WELDS
VERIFY REPAIR ACTIVITIES
WELDING PROCEDURE SPECIFICATIONS (WPS)
AVAILABLE
1705.2.2 SDI QA/QC: APP. 1
1705.2.2
CONTINUOUS PERIODIC
TABLE 2 - REQUIRED STRUCTURAL SPECIAL INSPECTIONS
INSPECTION
REMARKSFREQUENCYIBC CODE
REFERENCE
CODE OR STANDARD
REFERENCE
SYSTEM OR MATERIAL
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
T-433450
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
50
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
TR
O
-
4
1
-
4
3
3
4
07/16/25
61
47248
AMI E E . SULLI
V
A
N
S
T
R
UCTURAL E N G I N EERP
R
O
F
E
SSI ONA L E N G I N EER
STAT E O F WASHIN
G
T
O
N
DEVELOPMENT ENGINEERING
msippo 08/13/2025
R-433450
TE
D
-
4
0
-
4
3
3
4
PR
I
N
T
E
D
:
FI
L
E
:
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
SHEET:
PAGE:
OF:
Planning/Building/Public Works Dept.
CITY OF
RENTON
DATUM
SURVEYED:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:
SCALE:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLYAPPRDATEBYREVISIONNO.
4/
4
/
2
0
2
5
1
1
:
4
2
:
2
0
A
M
C
:
\
R
e
v
i
t
M
o
d
e
l
s
\
2
0
2
3
\
2
2
3
3
-
R
e
n
t
o
n
P
a
v
i
l
i
o
n
-
S
T
R
U
C
-
R
2
0
2
3
_
p
e
t
e
r
.
z
e
r
k
e
l
.
r
v
t
S0.04
STATEMENT OF SPECIAL INSPECTION AND
TESTING
TR
O
-
4
1
-
4
3
3
4
STATEMENT OF SPECIAL INSPECTIONS AND TESTING
THE FOLLOWING SUBMITTAL REQUIREMENTS ARE IN ADDITION TO REQUIREMENTS NOTED ELSEWHERE.
REPORTS, CERTIFICATES AND OTHER DOCUMENTS RELATED TO STRUCTURAL SPECIAL INSPECTIONS AND
TESTS SHOULD BE SUBMITTED BY THE CONTRACTOR TO THE CITY OF RENTON. THE CERTIFICATES OF
COMPLIANCE ARE REQUIRED TO STATE THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE
APPROVED CONSTRUCTION DOCUMENTS.
1. SUBMITTAL OF WELDING PROCEDURE SPECIFICATIONS FOR THE WELDING OF CONCRETE REINFORCEMENT
OTHER THAN BY FILLET WELDS NOT PERFORMED WITH GTAW. SEE ALSO IBC SECTION 1901.2, SECTION
26.6.4.2 OF ACI 318-19, AND SECTION 8.1.2 OF AWS D1.4-18.
2. SUBMITTAL OF CERTIFICATES OF COMPLIANCE FROM THE FABRICATORS OF STRUCTURAL STEEL MEMBERS
AT THE COMPLETION OF FABRICATION, SEE ALSO IBC SECTIONS 1704.2.5 AND 1704.2.5.1.
3. SUBMITTAL OF CERTIFICATES OF COMPLIANCE FROM THE FABRICATORS OF PREFABRICATED STRUCTURAL
STEEL MOMENT FRAMES AT THE COMPLETION OF FABRICATION. SEE ALSO IBC SECTIONS 1704.2.5 AND
1704.2.5.1.
4. SUBMITTAL OF WELDING PROCEDURE SPECIFICATIONS VERIFYING THAT THE WELDS AT MEMBERS AND
CONNECTIONS OF THE SEISMIC-FORCE-RESISTING SYSTEM ARE MADE WITH THE FILLER METAL PRODUCING
WELDS WITH A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-LBF AT 0 DEGREES-F [25 FT-LBF AT MINUS
20 DEGREES-F (FOR 90 KSI FILLER METAL CLASSIFICATION)] AS DETERMINED BY THE APPLICABLE AWS A5
CLASSIFICATION TEST METHOD. SEE ALSO IBC SECTIONS 104.1, 107.3.4.1, AND 2205.2.1.2, SECTIONS A3.4A
AND A2(B) OF AISC 341-16, SECTION 6.1 AND TABLE 6.1 OF AWS D1.8-16, AND SECTIONS 2.3.2 AND 4.2.1.3 OF
AWS D1.1-15.
5. SUBMITTAL OF WELDING PROCEDURE SPECIFICATIONS VERIFYING THAT DEMAND-CRITICAL WELDS ARE
MADE WITH FILLER METAL PRODUCING WELDS WITH A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-
LBF AT MINUS 0 DEGREES-F AS DETERMINED BY THE APPLICABLE AWS A5 CLASSIFICATION TEST METHOD
AND 40 FT-LBF AT 10 DEGREES-F (NOTING THE LAST IS -10 DEGREES-F). SEE ALSO IBC SECTIONS 104.1,
107.3.4.1, AND 2205.2.1.2, SECTIONS A3.4A AND A2(B) OF AISC 341-16, SECTION 6.1 AND TABLE 6.2 OF AWS
D1.8-16, AND SECTIONS 2.3.2 AND 4.2.1.3 OF AWS D1.1-15.
6. SUBMITTAL OF WELDING PROCEDURE SPECIFICATIONS FOR THE WELDING OF REINFORCING STEEL OTHER
THAN BY PREQUALIFIED WELDING PROCEDURE SPECIFICATIONS. PLEASE NOTE, THAT AWS D1.4-18
INDICATES THAT ONLY FILLET WELDS NOT PERFORMED USING GTAW FOR REINFORCING STEEL IS
PREQUALIFIED, AND NOT THE PROPOSED GROVE WELDS. THIS INFORMATION IS NEED BY THE SPECIAL
INSPECTOR TO VERIFY THE WORK IS COMPLETED IN ACCORDANCE WITH AWS D1.4-18 STANDARDS AND
THUS THE 2021 IBC. SEE IBC SECTIONS 107.2.1, 1705.3, 1901.2 AS WELL AS ACI 318-19 SECTION 26.6.4, AND
AWS D1.4-18 SECTION 8.1.2.1.
7. SUBMITTAL OF WELDING PROCEDURE SPECIFICATIONS FOR THE WELDING OF STRUCTURAL STEEL OTHER
THAN BY PREQUALIFIED WELDING PROCEDURE SPECIFICATIONS. SEE ALSO IBC 2205.1, SECTION A2 OF AISC
360-16, AND SECTION 3.1 OF AWS D1.1-15.S
CITY OF RENTON SUBMITTAL REQUIREMENTS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
T-433451
51
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
07/16/25
61
47248
AMI E E . SULLI
V
A
N
S
T
R
UCTURAL E N G I N EERP
R
O
F
E
SSI ONA L E N G I N EER
STAT E O F WASHIN
G
T
O
N
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
DEVELOPMENT ENGINEERING
msippo 08/13/2025
TE
D
-
4
0
-
4
3
3
4
R-433451
PLANTER SOIL
T/SIDEWALK
PLINTH TIES AND VERTS
PER
5'-0"
2'-
0
"
1'-
6
"
(5) #4 OC EW, T&B
6"
18
'
-
0
"
1
1
/
2
"
1
1
/
2
"
ANCHOR BOLTS
PER LIGHT POLE MFR
2
S4.05
____
COMPACTED STRUCTURAL
FILL PER GENERAL NOTES
LIGHT POLE PER
LANDSCAPE ARCH
2/S4.05
5'-0"x5'-0"x24"
FOUNDATION
NOTES:
1. LOCATE MAST POLES PER LANDSCAPE ARCHITECT.
2. CONTRACTOR TO COORDINATE FOUNDATION LOCATIONS WITH EXISTING UTILITIES
AND CIVIL DRAWINGS. NOTIFY ARCHITECT OF ANY DISCREPNACIES.
CL FOOTING
CL POLE
1 /2 " R
SPIRAL #4 @ 4" OC,
DEVELP SPIRAL W/ 1 1/2
EXTRA TURNS AT EACH
END OF CAGE ANCHOR BOLTS
PER LIGHT POLE MFR
(6) #5 VERTSDISTRIBUTED
UNIFORMLY AROUND
COLUMN PERIMETER
12" Ø
PLINTH TIES AND
VERTS PER
(8) #8 VERT T&B
BASE PL PER
PIPE 10 X-STRONG AESS CATENARY LIGHTS
AND CABLE PROFILE
PER
8'-0"
2'
-
6
"
1
1
/
2
"
6/S4.05
1'-0"
POLE CAN ACCOMODATE
MAX 2'-0" x 4'-0"
DECORATIVE BANNER
8'-0"x5'-0"x30"
FOUNDATION
(8) #8 HORIZ T&B
10/S4.05
POLE CAN
ACCOMODATE (2) 60
LBS MAX DECORATIVE
FLOWER BASKETS
6
S4.05
____
SIDEWALK
PER CIVIL
GR
O
U
T
1
1
/
2
"
N
O
N
S
H
R
I
N
K
RONSTAN ACS1-SS-08
OR EOR APPROVED
EQUIVALENT
ROUNDED CAP PL
1/8" W/ 8" RADIUS
SEAL
WELD
9/S4.05
1'
-
0
"
NOTES:
1. LOCATE LOGAN AVE POLES PER CIVIL.
2. CONTRACTOR TO COORDINATE FOUNDATION LOCATIONS WITH EXISTING UTILITIES
AND CIVIL DRAWINGS. NOTIFY ARCHITECT OF ANY DISCREPNACIES.
3. PAINT PER LANDSCAPE ARCHITECT.
COMPACTED STRUCTURAL
FILL PER GENERAL NOTES
CL POLE
2'
-
0
"
1
1
/
2
"
17
'
-
6
"
M
A
X
20
'
-
0
"
22
'
-
0
"
2'-0"
4"
ACCESS DOOR
PER , LOCATE
PER LANDSCAPE ARCH
ACCESS DOOR PER
1/S4.05 FOR OUTLET,
COORD W/
ELECTRICAL
9'
-
0
"
ESCUTCHION
COVER PLATE
PER LANDSCAPE
ARCH
1/S4.05
(4) 3/8"Ø WEEP
HOLES EQ SPACED
AROUND BASE
CATENARY CONN
CABLE PER 5/S4.05
PL1 1/2x16x1'-4"
(4) 1"Ø GR 105 GALV
ANCHOR RODS W/ 24"
EMBED
POLE PER
PLINTH PER
3/8
11/S4.05
6/S4.05
TY
P
2"
TYP
2"
1.5"Ø MAX HOLE,
COORD WITH
ELECTRICAL
#4 @ 4" OC TIES
(12) #7 VERTS
2'-0"
2'
-
0
"
POLE PER
TYP
22'-8" MAX 22'-8" MIN 22'-8" MAX
18
"
M
A
X
12
"
M
I
N
68'-0" MAX
11/S4.05
MAX 25 LB LIGHT, (2)
LOCS PER CABLE
3/4"Ø MAX HOLE W/ SEALING
GROMMET, COORD SIZE AND
LOC WITH ELECTRICAL;
SUBMIT SEALING GROMMET
TO ARCHITECT FOR REVIEW
PIPE EXTERIOR FACE
3/16
3/16
1 1/2"
3/4"
1/2" Ø
3/4" R
1
1
NOTES:
1. ORIENT TAB TO ALIGN WITH CATENARY
CABLE LAYOUT PER LANDSCAPE ARCHITECT.
PL 3/8"ACS1 COMPACT ADJUSTER
AND CLEVIS PER RONSTAN
OR APPROVED
EQUIVALENT
CABLE PER 11/S4.05
CURVED PL 1/4x2x0'-4 1/2"
T&B; DRILL AND TAP TO
RECEIVE SECURITY SCREW
PIPE EXTERIOR FACE
1/8
3 SIDES
1/16" MAX GAP AT
PERIMETER
1/
2
"
1"
OPENING
4" WIDE x 9" TALL W/ 1/2"
RADIUSED CORNERS
1/4"Ø GALV SECURITY
SCREW W/ RECESSED
HEAD T&B, CTR ON PL
1/4" BEVEL
REMOVABLE ACCESS DOOR,
MATCH PIPE PROFILE
PR
I
N
T
E
D
:
FI
L
E
:
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATE:
FIELDBOOK:
DRAWING NO:
SHEET:
PAGE:
OF:
Planning/Building/Public Works Dept.
CITY OF
RENTON
DATUM
SURVEYED:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:
SCALE:VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLYAPPRDATEBYREVISIONNO.
7/
1
5
/
2
0
2
5
1
0
:
5
7
:
0
3
A
M
C
:
\
R
e
v
i
t
M
o
d
e
l
s
\
2
0
2
3
\
2
2
3
3
-
R
e
n
t
on
P
a
v
i
l
i
o
n
-
S
T
R
U
C
-
R
2
0
2
3
_
p
e
t
e
r
.
z
e
r
k
e
l
.
r
v
t
S4.05SITE TYPICAL DETAILS
1/2" = 1'-0"12 TYP MAST LIGHT POLE ELEVATION
1" = 1'-0"2 TYPICAL LIGHT POLE PLINTH
1/2" = 1'-0"11 LOGAN AVE POLE ELEVATION
1" = 1'-0"10 LOGAN AVE POLE BASEPLATE
1" = 1'-0"6 LOGAN AVE PLINTH
1/16" = 1'-0"9 CATENARY LIGHT CABLE PROFILE
3" = 1'-0"5 CATENARY CABLE CONNECTION
3" = 1'-0"1 SECTION AT ACCESS DOOR
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TR
O
-
4
1
-
4
3
3
4
T-433452
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
07/16/25
6152
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
47248
AMI E E . SULLI
V
A
N
S
T
R
UCTURAL E N G I N EERP
R
O
F
E
SSI ONA L E N G I N EER
STAT E O F WASHIN
G
T
O
N
DEVELOPMENT ENGINEERING
msippo 08/13/2025
T-433401
BU
R
N
E
T
T
A
V
E
S
WELLS AVE S
BU
R
N
E
T
T
P
L
S
MILL AVE S
N RIVERSIDE DR
MAIN AVE S
S 2ND ST
S 2ND ST
N 1ST ST
CEDAR AVE S
WIL
L
I
A
M
S
A
V
E
S
BURNETT AVE S
SHATTUCK AVE S
MORRIS AVE S
S 3RD ST
MORRIS AVE S
S 3RD ST
S TOBIN ST
WE
L
L
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
S 4TH ST
MO
R
R
I
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
BURNETT AVE S
S 3RD PL
MIL
L
A
V
E
S
HOUSER WAY SWILLIAMS AVE S
S 4TH ST
HOUSER WAY S
LOGAN AVE S
S 3RD ST
S 2ND ST
BURNETT AVE S
S 2ND ST
BURNETT AVE S
S 3RD ST
S 2ND ST
N RIVERSIDE DR
S TOBIN ST
S 4TH ST
SM
I
T
H
E
R
S
A
V
E
S
WILLIAMS AVE S
S 3RD ST
PELLY AVE N
MAIN AVE S
S 4TH ST
WILLIAMS AVE S
HOUSER WAY S
LO
G
A
N
A
V
E
S
MILL AVE S
WHITWORTH AVE S
MAIN AVE S
WELLS AVE S
S 4TH ST
BRONSON WAY N
S 3RD ST
S 4TH ST
MA
I
N
A
V
E
S
WILLIAMS AVE S
S 4TH ST
S 3RD ST S 3RD ST
WHITWORTH AVE S
SMITHERS AVE S
WELLS AVE S
WH
I
T
W
O
R
T
H
A
V
E
S
S 2ND ST
HOUSER
W
A
Y
S
WILLIAMS AVE S
S 2ND ST
LOGAN AVE S
S 2ND ST
MAIN AVE S
S 2ND ST
HOUSER WAY S
S TOBIN STS TOBIN ST
MORRIS AVE S
WELLS AVE S
WELLS AVE S
N 1ST ST
SHATTUCK AVE S
S 4TH PL
HOUSER WAY S
HOUSER WAY S
SHATTUCK AVE S
BRONSON WAY N
MAIN AVE S
S 3RD ST S 3RD ST
BRONSON WAY N
S 2ND STS 2ND ST S 2ND ST
SMITHERS AVE S
S 2ND ST S 2ND ST
I-405 FWY
PROJECT
LOCATION
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
VICINITY MAP
1" = 500'±RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
COVER
R-433401
1
61
7 / 16 / 2025
TR
O
-
4
1
-
4
3
3
4
61
NTS
E0.01
T-433407
ELECTRICAL - ABBREV., GENERAL
NOTES, LEGENDS, AND DRAWING LIST 53
ϭϲϬϭ ϱƚŚ ǀĞŶƵĞ͕ ^ƵŝƚĞ ϭϲϬϬ
^ĞĂƚƚůĞ͕ t ϵϴϭϬϭ
ϮϬϲ͘ϲϮϮ͘ϱϴϮϮ
ZZZNSIIFRP
Arup US, Inc.
1191 Second Avenue Suite 400
Seattle WA 98101
T +1 206 493 2258 F + 1 206 749 0665
BU
R
N
E
T
T
A
V
E
S
BU
R
N
E
T
T
P
L
S
WIL
L
I
A
M
S
A
V
E
S
S TOBIN ST
WE
L
L
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
MO
R
R
I
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
MIL
L
A
V
E
S
LO
G
A
N
A
V
E
S
MA
I
N
A
V
E
S
WH
I
T
W
O
R
T
H
A
V
E
S
HOUSER
W
A
Y
S
S TOBIN ST
S 3RD ST
S 2ND ST
PROJECT
LOCATION
AD AREA DRAIN
AVE AVENUE
CB CATCH BASIN
CL CENTER LINE
COR CITY OF RENTON
CSBC CRUSHED SURFACE BASE COURSE
DEMO DEMOLISH
ELECT ELECTRICAL
ELELEV ELEVATION
E;E;ISTE;ISTING
GI GREASE INTERCEPTOR
HMA HOT MI; ASPHALT
IE INVERT ELEVATION
LF LINEAR FOOT
LS LANDSCAPELANDSCAPING
MA;MA;IMUM
MIN MINIMUM
NTS NOT TO SCALE
PLUMB PLUMBING
ROW RIGHT OF WAY
SD STORE DRAIN
SS SANITARY SEWER
STD STANDARD
TYP TYPICAL
W WATER
NUMBER
9,C,1,7< 0$3
1" = 500'±
RENTON PIA==A
CI9IL CONSTR8CTION PERMIT
$%%5(9,$7,216
CONTRACTOR IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED AROUND
ACTIVE PSE GAS AND ENERGI=ED FACILITIES THAT ARE SERVING E;ISTING CUSTOMERS
CONTRACTOR SHALL COORDINATE WITH PSE TO DETERMINE WHICH FACILITIES ARE
ACTIVE AND ENERGI=ED AND SHALL IMPLEMENT SAFETY PROCEDURES PER PSE
RE4UIREMENTS CONTRACTOR SHALL COORDINATE WITH PSE TO ENSURE THAT FACILITIES
ARE IN PLACE TO MAINTAIN SERVICE TO CUSTOMERS THROUGHOUT CONSTRUCTION
,1&203/,$1&(:,7+&,7<2)5(172167$1'$5'6
SINGLE LINE DIAGRAMPOWER
SYMBOL DESCRIPTION
ABBREVIATIONS (CON'T)
1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE
2023 NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL
CODES AND REGULATIONS:
2021 INTERNATIONAL BUILDING CODE - WAC 51-50
2021 INTERNATIONAL EXISTING BUILDING CODE - WAC
51-50-4800
2021 WASHINGTON STATE ENERGY CODE (WSEC)
2. DRAWINGS SHOW A COMBINATION OF NEW AND EXISTING
SYSTEMS. HALFTONE DENOTES EXISTING TO REMAIN. BLACK
LINES INDICATE NEW OR RELOCATED EQUIPMENT OR DEVICES.
3. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL
ARRANGEMENT OF SYSTEMS AND WORK INCLUDED. FOLLOW
DRAWINGS IN LAYING OUT WORK AND CHECK DRAWINGS OF
OTHER TRADES TO VERIFY SPACE IN WHICH WORK WILL BE
INSTALLED. MAINTAIN HEADROOM AND SPACE CONDITIONS AT
ALL TIMES.
4. ALL OUTLETS, CONTROL DEVICES, ETC. ARE ILLUSTRATED IN
THE APPROXIMATE LOCATION ON THESE DRAWINGS. SEE
ARCHITECTURAL PLANS, ELEVATIONS, AND DETAILS FOR
ADDITIONAL GUIDELINES FOR MOUNTING DEVICES.
5. CIRCUIT NUMBERS SHOWN THROUGHOUT THE FLOOR PLANS
INDICATE DEVICES CONNECTED ON A COMMON CIRCUIT. MAKE
ALL CONNECTIONS IMPLIED BY THE CIRCUIT NUMBERS.
HOMERUNS INDICATING PANEL NAME ARE SHOWN IN
QUANTITIES AND LOCATIONS CHOSEN FOR GRAPHICAL
CLARITY. MULTIPLE HOMERUNS ON A SINGLE CIRCUIT SHALL BE
COMBINED INTO A SINGLE HOMERUN TERMINATING AT THE
PANELBOARD.
6. REFER TO STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR
ELECTRICAL EQUIPMENT ANCHORAGE DETAILS AND
REQUIREMENTS, AND FOR REINFORCING REQUIREMENTS AT
PENETRATIONS THROUGH WALLS, SLABS, AND FOUNDATIONS.
7. WHERE TWO OR MORE SWITCHES AND/OR CONTROL DEVICES
ARE SHOWN CO-LOCATED, PROVIDE MULTIPLE GANG BACK BOX
WITH A COMMON FACEPLATE.
GENERAL NOTES
E1.00 ELECTRICAL - SITE PLAN 1" = 25'-0"
E5.01 ELECTRICAL - SINGLE LINE DIAGRAM AND ENLARGED PLAN NTS
E9.01 ELECTRICAL - PANELBOARD SCHEDULES NTS
ED1.00 ELECTRICAL - DEMO SITE PLAN 1/16" = 1'-0"
E0.05 ENERGY CODE FORMS NTS
E0.03
E0.06
E1.00P
- PIAZZA
- PIAZZA
- PIAZZA
- PIAZZA
DEVELOPMENT ENGINEERING
msippo 08/13/2025
T-433402
BU
R
N
E
T
T
A
V
E
S
WELLS AVE S
BU
R
N
E
T
T
P
L
S
MILL AVE S
N RIVERSIDE DR
MAIN AVE S
S 2ND ST
S 2ND ST
N 1ST ST
CEDAR AVE S
WIL
L
I
A
M
S
A
V
E
S
BURNETT AVE S
SHATTUCK AVE S
MORRIS AVE S
S 3RD ST
MORRIS AVE S
S 3RD ST
S TOBIN ST
WE
L
L
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
S 4TH ST
MO
R
R
I
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
BURNETT AVE S
S 3RD PL
MIL
L
A
V
E
S
HOUSER WAY SWILLIAMS AVE S
S 4TH ST
HOUSER WAY S
LOGAN AVE S
S 3RD ST
S 2ND ST
BURNETT AVE S
S 2ND ST
BURNETT AVE S
S 3RD ST
S 2ND ST
N RIVERSIDE DR
S TOBIN ST
S 4TH ST
SM
I
T
H
E
R
S
A
V
E
S
WILLIAMS AVE S
S 3RD ST
PELLY AVE N
MAIN AVE S
S 4TH ST
WILLIAMS AVE S
HOUSER WAY S
LO
G
A
N
A
V
E
S
MILL AVE S
WHITWORTH AVE S
MAIN AVE S
WELLS AVE S
S 4TH ST
BRONSON WAY N
S 3RD ST
S 4TH ST
MA
I
N
A
V
E
S
WILLIAMS AVE S
S 4TH ST
S 3RD ST S 3RD ST
WHITWORTH AVE S
SMITHERS AVE S
WELLS AVE S
WH
I
T
W
O
R
T
H
A
V
E
S
S 2ND ST
HOUSER
W
A
Y
S
WILLIAMS AVE S
S 2ND ST
LOGAN AVE S
S 2ND ST
MAIN AVE S
S 2ND ST
HOUSER WAY S
S TOBIN STS TOBIN ST
MORRIS AVE S
WELLS AVE S
WELLS AVE S
N 1ST ST
SHATTUCK AVE S
S 4TH PL
HOUSER WAY S
HOUSER WAY S
SHATTUCK AVE S
BRONSON WAY N
MAIN AVE S
S 3RD ST S 3RD ST
BRONSON WAY N
S 2ND STS 2ND ST S 2ND ST
SMITHERS AVE S
S 2ND ST S 2ND ST
I-405 FWY
PROJECT
LOCATION
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
VICINITY MAP
1" = 500'±RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
COVER
R-433401
1
61
7 / 16 / 2025
TR
O
-
4
1
-
4
3
3
4
61
NTS
E0.03
T-433408
ELECTRICAL - DESIGN CRITERIA AND
LOAD CALCULATIONS - PIAZZA 54
ϭϲϬϭ ϱƚŚ ǀĞŶƵĞ͕ ^ƵŝƚĞ ϭϲϬϬ
^ĞĂƚƚůĞ͕ t ϵϴϭϬϭ
ϮϬϲ͘ϲϮϮ͘ϱϴϮϮ
ZZZNSIIFRP
Arup US, Inc.
1191 Second Avenue Suite 400
Seattle WA 98101
T +1 206 493 2258 F + 1 206 749 0665
EXISTING LIGHTING CONTROLS TO REMAIN. CONTROLS FOR ALL NEW
EXTERIOR FIXTURES SHALL MEET WASHINGTON STATE ENERGY CODE
REQUIREMENTS FOR EXTERIOR LIGHTING POWER ALLOWANCES AND
CONTROLS:
- PHOTOCELL FOR AUTOMATIC SHUTOFF WHEN DAYLIGHT IS PRESENT
- TIMECLOCK PROGRAMMED FOR BUSINESS HOURS, AFTER HOURS, AND
EVENING.
PER WSEC FOR EXISTING BUILDINGS (C503.6.1) "ALTERATIONS THAT REPLACE
20 PERCENT OR MORE OF THE TOTAL INSTALLED WATTAGE OF EXTERIOR
LUMINAIRES SHALL COMPLY WITH SECTIONS WITH SECTIONS C405.4 and
C405.5. WHERE ... LESS THAN 20 PERCENT OF THE INSTALLED EXTERIOR
WATTAGE IS REPLACED, THE INSTALLED LIGHTING WATTAGE SHALL BE
MAINTAINED OR REDUCED."
FINAL LOAD CALCULATIONS INDICATE TOTAL ADDED FIXTURE WATTAGE IS
LESS THAN 20 PERCENT OF THE TOTAL SITE LIGHTING POWER, AND REDUCES
THE TOTAL SITE LIGHTING POWER:
- EXISTING EXTERIOR LIGHTING POWER (PRIOR TO ALTERATION): 7160 VA
- PROPOSED NEW EXTERIOR LIGHTING ADDITION: 1419 VA (19.8%)
- TOTAL PROPOSED NEW EXTERIOR LIGHTING POWER: 3319 VA
SITE EXTERIOR LIGHTING ZONE: ZONE 2
NUMBERED NOTES:
1. EXISTING LIGHT FIXTURE DATA BASED ON PIAZZA AS-BUILTS DATED 11/7/2000.
2. FIXTURES MOUNTED ON 18' POLE. EACH POLE HAS (3) FIXTURE HEADS + (2) PROJECTOR HEADS.
(E) A2 DOUBLE HEAD POLE MOUNTED LIGHT (12')240 V 200 W METAL
HALIDE --POLE MOUNTED --
(E) A3 DOUBLE HEAD POLE MOUNTED LIGHT (16')240 V 200 W METAL
HALIDE --POLE MOUNTED --
(E) C LINEAR LIGHT TUBE 120 V 300 W METAL
HALIDE --RECESSED --
(N) F1 MAST POLE MOUNTED FIXTURE 120 V 39 W 4500 3000K POLE MOUNTED SELUX
(N) F2 CATENARY FIXTURE 120 V 43 W 3645 3000k CATENARY HESS
LED
LED PEN380X 30K DIM UNV T5
OLIVIO GRANDE
1
1
1
2
2OLIVIO GRANDE GOBO PROJECTOR(N) F1A MAST POLE MOUNTED PROJECTOR 120 V 49 W -6500K POLE MOUNTED SELUXLED
䱉䝈呉乇
2021 WASHINGTON STATE ENERGY CODE (WSEC)
TIMECLOCK HOURS SCHEDULE
DAY OF WEEK
SPACE TYPE
LIGHTING SEQUENCE OF OPERATIONS
DESCRIPTION
DIM
M
I
N
G
CON
T
R
O
L
L
E
D
RE
C
E
P
T
A
C
L
E
S
DAY
L
I
G
H
T
RE
S
P
O
N
S
E
OC
CU
P
A
N
C
Y
SE
N
S
O
R
S
TIM
E
C
L
O
C
K
NE
T
W
O
R
K
E
D
LOC
A
L
CO
N
T
R
O
L
S
INTERIOR LIGHTINGEXTERIOR LIGHTING
PIAZZA
LOGAN STREET
CATENARY 50 fc
50 fc
L1
L1 X
PHOTOCELL TURNS LIGHTS ON/OFF. TIMECLOCK
PROVIDES ADDITIONAL AFTER HOURS CONTROL.
MANUAL CONTROLS TO ALLOW FOR MANUAL OVERRIDE.
SCENE CONTROL FOR GOBO PROJECTOR FIXTURE
HEADS.
PHOTOCELL TURNS LIGHTS ON/OFF. TIMECLOCK
PROVIDES ADDITIONAL AFTER HOURS CONTROL.
MANUAL CONTROLS TO ALLOW FOR MANUAL OVERRIDE.
T1
T1X X
NORMAL LIGHTING:
CRITERIA COORDINATED WITH ARCHITECT ON 11/22/2024.
SPACE E (AVG HORIZONTAL ILLUMINATION AT FLOOR)
PIAZZA 2 FC
LOGAN ST CATENARY 3.8 FC
EGRESS AND EMERGENCY LIGHTING:
EXISTING INSTALLATION DOES NOT INCLUDE ANY BACKUP POWER FOR SITE
LIGHTING.
PIAZZA LIGHTING DESIGN CRITERIA
PIAZZA LIGHTING SEQUENCE OF OPERATIONS
PIAZZA LIGHTING FIXTURE SCHEDULE
240 V 3
3. 240V SINGLE PHASE CONNECTION REQUIRED FOR POWER FROM UTILITY SERVICE CABINET. PROVIDE
CIRCUITS IN SCHEDULE 80 PVC, 2" MINIMUM, PER CITY OF RENTON. COORDINATE ALL CIRCUITING AND
INSTALLATION REQUIREMENTS WITH CITY OF RENTON AND WORLD CUP LEGACY SQUARE PROJECT
DESIGNERS.
DEVELOPMENT ENGINEERING
msippo 08/13/2025
TRANSPORTATION OPERATION
CBarnes 08/15/2025
T-433403
BU
R
N
E
T
T
A
V
E
S
WELLS AVE S
BU
R
N
E
T
T
P
L
S
MILL AVE S
N RIVERSIDE DR
MAIN AVE S
S 2ND ST
S 2ND ST
N 1ST ST
CEDAR AVE S
WIL
L
I
A
M
S
A
V
E
S
BURNETT AVE S
SHATTUCK AVE S
MORRIS AVE S
S 3RD ST
MORRIS AVE S
S 3RD ST
S TOBIN ST
WE
L
L
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
S 4TH ST
MO
R
R
I
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
BURNETT AVE S
S 3RD PL
MIL
L
A
V
E
S
HOUSER WAY SWILLIAMS AVE S
S 4TH ST
HOUSER WAY S
LOGAN AVE S
S 3RD ST
S 2ND ST
BURNETT AVE S
S 2ND ST
BURNETT AVE S
S 3RD ST
S 2ND ST
N RIVERSIDE DR
S TOBIN ST
S 4TH ST
SM
I
T
H
E
R
S
A
V
E
S
WILLIAMS AVE S
S 3RD ST
PELLY AVE N
MAIN AVE S
S 4TH ST
WILLIAMS AVE S
HOUSER WAY S
LO
G
A
N
A
V
E
S
MILL AVE S
WHITWORTH AVE S
MAIN AVE S
WELLS AVE S
S 4TH ST
BRONSON WAY N
S 3RD ST
S 4TH ST
MA
I
N
A
V
E
S
WILLIAMS AVE S
S 4TH ST
S 3RD ST S 3RD ST
WHITWORTH AVE S
SMITHERS AVE S
WELLS AVE S
WH
I
T
W
O
R
T
H
A
V
E
S
S 2ND ST
HOUSER
W
A
Y
S
WILLIAMS AVE S
S 2ND ST
LOGAN AVE S
S 2ND ST
MAIN AVE S
S 2ND ST
HOUSER WAY S
S TOBIN STS TOBIN ST
MORRIS AVE S
WELLS AVE S
WELLS AVE S
N 1ST ST
SHATTUCK AVE S
S 4TH PL
HOUSER WAY S
HOUSER WAY S
SHATTUCK AVE S
BRONSON WAY N
MAIN AVE S
S 3RD ST S 3RD ST
BRONSON WAY N
S 2ND STS 2ND ST S 2ND ST
SMITHERS AVE S
S 2ND ST S 2ND ST
I-405 FWY
PROJECT
LOCATION
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
VICINITY MAP
1" = 500'±RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
COVER
R-433401
1
61
7 / 16 / 2025
TR
O
-
4
1
-
4
3
3
4
61
NTS
E0.06
T-433409
ELECTRICAL - ENERGY CODE FORMS -
PIAZZA 55
ϭϲϬϭ ϱƚŚ ǀĞŶƵĞ͕ ^ƵŝƚĞ ϭϲϬϬ
^ĞĂƚƚůĞ͕ t ϵϴϭϬϭ
ϮϬϲ͘ϲϮϮ͘ϱϴϮϮ
ZZZNSIIFRP
Arup US, Inc.
1191 Second Avenue Suite 400
Seattle WA 98101
T +1 206 493 2258 F + 1 206 749 0665
$GPLQLVWHUHGE\ 1(($$OOULJKWVUHVHUYHG
'DWH 'Hc
/,*+7,1*&203/,$1&(6800$5<
:6(&&RPSOLDQFH)RUPVIRU&RPPHUFLDO%XLOGLQJVLQFOXGLQJ*URXS55 5RYHUVWRULHVDQGDOO5
3UoMHcW $ppOLcDQW
,QfoUmDWLoQ
3UoMHcW7LWOH 5HQWRQ3LD]]D:6(&)RU%XLOGLQJ'HSDUWPHQW8VH
3UoMHcW$GGUHVV %XUQHWW$YH6RXWK
5HQWRQ:$
$ppOLcDQW1DmH (ULQ5LFKPRQG
$ppOLcDQW3KoQH
$ppOLcDQW(mDLO HULQULFKPRQG#DUXSFRP
)RUTXHVWLRQVDERXWWKLVUHSRUWFRQWDFW:6(&&RPPHUFLDO7HFKQLFDO6XSSRUWDW RUYLDHPDLODWFRPWHFKVXSSRUW#ZDHQHUJ\FRGHVFRP
*HQHUDO2ccXpDQc\$OO&RPPHUFLDO*HQHUDO%XLOGLQJ8VH7\pH >2WKHU%XLOGLQJ8VH7\SH@ %XLOGLQJ&oQG.)OooU$UHD
*HQHUDO3UoMHcW7\pHV$OWHUDWLRQ
1Hw%XLOGLQJoU
$GGLWLoQ
/LJKWLQJ6copH
$OWHUDWLoQ
/LJKWLQJ6copH ([WHULRU/LJKWLQJ
3UoMHcW&oQG.)OooU$UHD
)OooUV$EoYH*UDGH
&ompOLDQcH0HWKoG *HQHUDO3UHVFULSWLYH
/LJKWLQJ3UoMHcW
'HVcULpWLoQ 6LWHOLJKWLQJXSJUDGHVWRWKHH[LVWLQJSLD]]D
/LJKWLQJ&ompOLDQcH
6copH
DQG0HWKoG
3UoMHcW7\pH ,QWHULoU([WHULoU
,QWHULoULQcOXGHVEoWKLQWHULoU
pDUkLQJ
/XmLQDLUH5HpODcHmHQW6copH &ompOLDQcH0HWKoG /3$&DOcXODWLoQ
$GMXVWmHQW
&ompOLDQcH
9HULfLcDWLoQ
$OWHUDWLRQ ([WHULRU/LJKWLQJOHVVWKDQUHSODFHG 1RWDSSOLFDEOHWRH[WHULRU&203/,(6
$GGLWLoQDO(QHUJ\
(ffLcLHQc\ $(&
0HDVXUHV,QcOXGHG
1ROLJKWLQJRUHOHFWULFDODGGLWLRQDOHQHUJ\HIILFLHQF\
PHDVXUHVLQFOXGHGLQSURMHFW/oDG0DQDJHmHQW /'0 0HDVXUHV,QcOXGHG 1ROLJKWLQJRUHOHFWULFDOORDGPDQDJHPHQWPHDVXUHVLQFOXGHGLQSURMHFW
3UoMHcW7LWOH5HQWoQ3LD]]D:6(&'DWH'Hc
/LJKWLQJ3owHU&DOcXODWLoQ$/7(5$7,21(;7(5,25/,*+7,1* OHVVWKDQUHpODcHG &ompOLDQcH9HULfLcDWLoQ&203/,(6
([WHULoU/LJKWLQJ3owHU$OOowDQcH
&DWHJoU\([LVWLQJ/LJKWLQJ:DWWDJH
3ULoUWo$OWHUDWLoQ 7oWDO:DWWV$OOowHG 3UopoVHG7oWDO/3'&ompOLDQcH6WDWXV
([LVWLQJ/LJKWLQJ &203/,(6
3UopoVHG([WHULoU/LJKWLQJ3owHU'HQVLW\
)L[WXUH7\pH )L[WXUH,'1HwoU([LVWLQJWo5HmDLQ
4XDQWLW\of
)L[WXUHV
&/'VoU
/XmLQDLUHV )
:DWWVpHU
)L[WXUH&/'oU
/XmLQDLUH :p)
7oWDO/LQHDU
)HHW /)
:DWWVpHU/LQHDU
)ooW :p/)
7oWDO:DWWV
3UopoVHG
)[:p) oU
/)[:p/)
,QGLYLGXDO)L[WXUHV
&DWHQDU\)1HZ
/DQGVFDSH&([LVWLQJWRUHPDLQ
3ROHPRXQWHG$([LVWLQJWRUHPDLQ
3ROHPRXQWHG$([LVWLQJWRUHPDLQ
3ROHPRXQWHG)$1HZ
3ROHPRXQWHG)1HZ
3UoMHcW7LWOH5HQWoQ3LD]]D:6(&'DWH'Hc
3UopoVHG)L[WXUHV'HWDLOV$/7(5$7,21(;7(5,25/,*+7,1* OHVVWKDQUHpODcHG
)L[WXUH7\pH$ppOLcDWLoQ)L[WXUH,'/ocDWLoQLQ'ocXmHQWV/Dmp7\pH 1HwoU([LVWLQJWo5HmDLQ
,QGLYLGXDO)L[WXUHV
&DWHQDU\)(/('1HZ
30 ZDHQHUJ\FRGHVFRPSULQWBSURMHFWBVXPPDU\BIRUPSKS"N Y WYP IG*=;%3:[= ]Y Z=9 X=;GI=;K=;-SEIONNZ=F KE+ROFPFD: X;[;]8Z-QRPGMVG*GIFNYF«
KWWSV ZZZZDHQHUJ\FRGHVFRPSULQWBSURMHFWBVXPPDU\BIRUPSKS"N Y WYP IG*=;%3:[= ]Y Z=9 X=;GI=;K=;-SEIONNZ=F KE+ROFPFD: X;[;]8Z-QRPGMVG*GIFNYF*9IEP«
)L[WXUH'HVFULSWLRQ &DWHQDU\'RWKHVHIL[WXUHVUHTXLUHVSHFLILFH[WHULRUOLJKWLQJFRQWUROV" 'D\OLJKWVHQVLQJRIIFRQWUROV
/DQGVFDSH&(0HWDO+DOLGH ([LVWLQJWRUHPDLQ
)L[WXUH'HVFULSWLRQ /LQHDUOLJKWWXEH
3ROHPRXQWHG$(0HWDO+DOLGH ([LVWLQJWRUHPDLQ
)L[WXUH'HVFULSWLRQ ([LVWLQJ3ROH0RXQWHGEXLOGLQJVLGH
3ROHPRXQWHG$(0HWDO+DOLGH ([LVWLQJWRUHPDLQ
)L[WXUH'HVFULSWLRQ ([LVWLQJ3ROH0RXQWHG6WUHHW)DFLQJ
3ROHPRXQWHG)$(/('1HZ
)L[WXUH'HVFULSWLRQ 'HFRUDWLYH3URMHFWRU)L[WXUH+HDGV'RWKHVHIL[WXUHVUHTXLUHVSHFLILFH[WHULRUOLJKWLQJFRQWUROV"
3ROHPRXQWHG)(/('1HZ
)L[WXUH'HVFULSWLRQ 3ROH0RXQWHG'RWKHVHIL[WXUHVUHTXLUHVSHFLILFH[WHULRUOLJKWLQJFRQWUROV" 'D\OLJKWVHQVLQJRIIFRQWUROV
30 ZDHQHUJ\FRGHVFRPSULQWBSURMHFWBVXPPDU\BIRUPSKS"N Y WYP IG*=;%3:[= ]Y Z=9 X=;GI=;K=;-SEIONNZ=F KE+ROFPFD: X;[;]8Z-QRPGMVG*GIFNYF«
KWWSV ZZZZDHQHUJ\FRGHVFRPSULQWBSURMHFWBVXPPDU\BIRUPSKS"N Y WYP IG*=;%3:[= ]Y Z=9 X=;GI=;K=;-SEIONNZ=F KE+ROFPFD: X;[;]8Z-QRPGMVG*GIFNYF*9IEP«
DEVELOPMENT ENGINEERING
msippo 08/13/2025
T-433404
BU
R
N
E
T
T
A
V
E
S
WELLS AVE S
BU
R
N
E
T
T
P
L
S
MILL AVE S
N RIVERSIDE DR
MAIN AVE S
S 2ND ST
S 2ND ST
N 1ST ST
CEDAR AVE S
WIL
L
I
A
M
S
A
V
E
S
BURNETT AVE S
SHATTUCK AVE S
MORRIS AVE S
S 3RD ST
MORRIS AVE S
S 3RD ST
S TOBIN ST
WE
L
L
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
S 4TH ST
MO
R
R
I
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
BURNETT AVE S
S 3RD PL
MIL
L
A
V
E
S
HOUSER WAY SWILLIAMS AVE S
S 4TH ST
HOUSER WAY S
LOGAN AVE S
S 3RD ST
S 2ND ST
BURNETT AVE S
S 2ND ST
BURNETT AVE S
S 3RD ST
S 2ND ST
N RIVERSIDE DR
S TOBIN ST
S 4TH ST
SM
I
T
H
E
R
S
A
V
E
S
WILLIAMS AVE S
S 3RD ST
PELLY AVE N
MAIN AVE S
S 4TH ST
WILLIAMS AVE S
HOUSER WAY S
LO
G
A
N
A
V
E
S
MILL AVE S
WHITWORTH AVE S
MAIN AVE S
WELLS AVE S
S 4TH ST
BRONSON WAY N
S 3RD ST
S 4TH ST
MA
I
N
A
V
E
S
WILLIAMS AVE S
S 4TH ST
S 3RD ST S 3RD ST
WHITWORTH AVE S
SMITHERS AVE S
WELLS AVE S
WH
I
T
W
O
R
T
H
A
V
E
S
S 2ND ST
HOUSER
W
A
Y
S
WILLIAMS AVE S
S 2ND ST
LOGAN AVE S
S 2ND ST
MAIN AVE S
S 2ND ST
HOUSER WAY S
S TOBIN STS TOBIN ST
MORRIS AVE S
WELLS AVE S
WELLS AVE S
N 1ST ST
SHATTUCK AVE S
S 4TH PL
HOUSER WAY S
HOUSER WAY S
SHATTUCK AVE S
BRONSON WAY N
MAIN AVE S
S 3RD ST S 3RD ST
BRONSON WAY N
S 2ND STS 2ND ST S 2ND ST
SMITHERS AVE S
S 2ND ST S 2ND ST
I-405 FWY
PROJECT
LOCATION
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
VICINITY MAP
1" = 500'±RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
COVER
R-433401
1
61
7 / 16 / 2025
TR
O
-
4
1
-
4
3
3
4
61
1/16"=1'-0"
ED1.00
T-433410
ELECTRICAL - DEMO SITE PLAN - PIAZZA
56
ϭϲϬϭ ϱƚŚ ǀĞŶƵĞ͕ ^ƵŝƚĞ ϭϲϬϬ
^ĞĂƚƚůĞ͕ t ϵϴϭϬϭ
ϮϬϲ͘ϲϮϮ͘ϱϴϮϮ
ZZZNSIIFRP
Arup US, Inc.
1191 Second Avenue Suite 400
Seattle WA 98101
T +1 206 493 2258 F + 1 206 749 0665
DEMO EXISTING LIGHT &
POLE, RETAIN 3/4" CONDUIT
TO EXTEND TO NEW MAST
LIGHT POLES IN THIS AREA.
DEMO EXISTING LIGHT &
POLE, RETAIN 3/4" CONDUIT
TO EXTEND TO NEW MAST
LIGHT POLE IN THIS AREA.
DEMO EXISTING
RECEPTACLES (TYP)
DEMO EXISTING LIGHT
FIXTURES & POLES (TYP)
DEMO EXISTING RECEPTACLE
ENCLOSURE. RETAIN (3) EXISTING
CONDUITS TO EXTEND TO NEW
RECEPTACLE ENCLOSURE.
DEMO EXISTING RECEPTACLE,
RETAIN 3/4" CONDUIT TO EXTEND
TO NEW RECEPTACLE AT BASE OF
MAST LIGHT POLE FIXTURE.
SITE POWER PANELBOARDS (E) E1 AND (E) E2 SHALL
REMAIN AS EXISTING
(E) E1 (E) E2
(E)
DEMO EXISTING LIGHT &
POLE, RETAIN 3/4" CONDUIT
TO EXTEND TO NEW MAST
LIGHT POLE IN THIS AREA.
DEMO EXISTING LIGHT
FIXTURE & POLE (TYP)
DEMO EXISTING WATER
FEATURE LIGHTS
KEYED NOTES
RETAIN EXISTING CONDUIT TO EXTEND TO NEW RECEPTACLE
LOCATION SHOWN ON SHEET E1.00P. COORDINATE EXACT
LOCATION WITH LANDSCAPE ARCHITECT.
EXISTING WATER FEATURE, INCLUDING FOUNTAIN PUMP AND
FOUNTAIN LIGHTS, TO BE DEMOLISHED.
1
DEMO EXISTING LINEAR TUBE
LIGHT FIXTURE, TYPE C
DEMO EXISTING DIRECT BURIAL
LIGHT FIXTURE, TYPE B (TYP)
1
1
2
1
1
1
2
2
REFERENCE MARKET DRAWINGS
FOR LIGHTING AND POWER
WITHIN THE BUILDING.
SHEET NOTES
A. DEMOLITION NOTES FOR INTERIOR BUILDING SPACES NOT
INCLUDED ON THIS SHEET. REFERENCE MARKET SHEETS E2.00
AND E3.00 SERIES FOR INTERIOR BUILDING DEMOLITION NOTES.
DEVELOPMENT ENGINEERING
msippo 08/13/2025
T-433405
BU
R
N
E
T
T
A
V
E
S
WELLS AVE S
BU
R
N
E
T
T
P
L
S
MILL AVE S
N RIVERSIDE DR
MAIN AVE S
S 2ND ST
S 2ND ST
N 1ST ST
CEDAR AVE S
WIL
L
I
A
M
S
A
V
E
S
BURNETT AVE S
SHATTUCK AVE S
MORRIS AVE S
S 3RD ST
MORRIS AVE S
S 3RD ST
S TOBIN ST
WE
L
L
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
S 4TH ST
MO
R
R
I
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
BURNETT AVE S
S 3RD PL
MIL
L
A
V
E
S
HOUSER WAY SWILLIAMS AVE S
S 4TH ST
HOUSER WAY S
LOGAN AVE S
S 3RD ST
S 2ND ST
BURNETT AVE S
S 2ND ST
BURNETT AVE S
S 3RD ST
S 2ND ST
N RIVERSIDE DR
S TOBIN ST
S 4TH ST
SM
I
T
H
E
R
S
A
V
E
S
WILLIAMS AVE S
S 3RD ST
PELLY AVE N
MAIN AVE S
S 4TH ST
WILLIAMS AVE S
HOUSER WAY S
LO
G
A
N
A
V
E
S
MILL AVE S
WHITWORTH AVE S
MAIN AVE S
WELLS AVE S
S 4TH ST
BRONSON WAY N
S 3RD ST
S 4TH ST
MA
I
N
A
V
E
S
WILLIAMS AVE S
S 4TH ST
S 3RD ST S 3RD ST
WHITWORTH AVE S
SMITHERS AVE S
WELLS AVE S
WH
I
T
W
O
R
T
H
A
V
E
S
S 2ND ST
HOUSER
W
A
Y
S
WILLIAMS AVE S
S 2ND ST
LOGAN AVE S
S 2ND ST
MAIN AVE S
S 2ND ST
HOUSER WAY S
S TOBIN STS TOBIN ST
MORRIS AVE S
WELLS AVE S
WELLS AVE S
N 1ST ST
SHATTUCK AVE S
S 4TH PL
HOUSER WAY S
HOUSER WAY S
SHATTUCK AVE S
BRONSON WAY N
MAIN AVE S
S 3RD ST S 3RD ST
BRONSON WAY N
S 2ND STS 2ND ST S 2ND ST
SMITHERS AVE S
S 2ND ST S 2ND ST
I-405 FWY
PROJECT
LOCATION
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
VICINITY MAP
1" = 500'±RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
COVER
R-433401
1
61
7 / 16 / 2025
TR
O
-
4
1
-
4
3
3
4
61
1"=25'-0"
T-433411
ELECTRICAL - SITE POWER PLAN -
PIAZZA 57
E1.00P
62
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
ϭϲϬϭ ϱƚŚ ǀĞŶƵĞ͕ ^ƵŝƚĞ ϭϲϬϬ
^ĞĂƚƚůĞ͕ t ϵϴϭϬϭ
ϮϬϲ͘ϲϮϮ͘ϱϴϮϮ
ZZZNSIIFRP
Arup US, Inc.
1191 Second Avenue Suite 400
Seattle WA 98101
T +1 206 493 2258 F + 1 206 749 0665
DECK4.OUTDOOR.TABLES
DECK4.OUTDOOR.TABLES
BU
R
N
E
T
T
A
V
E
S
.
LO
G
A
N
A
V
E
S
.
004ASI-002
004ASI-002
004ASI-002
004ASI-002
004ASI-002
1
1
1
1
1
DEVELOPMENT ENGINEERING
msippo 10/02/2025
BU
R
N
E
T
T
A
V
E
S
WELLS AVE S
BU
R
N
E
T
T
P
L
S
MILL AVE S
N RIVERSIDE DR
MAIN AVE S
S 2ND ST
S 2ND ST
N 1ST ST
CEDAR AVE S
WIL
L
I
A
M
S
A
V
E
S
BURNETT AVE S
SHATTUCK AVE S
MORRIS AVE S
S 3RD ST
MORRIS AVE S
S 3RD ST
S TOBIN ST
WE
L
L
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
S 4TH ST
MO
R
R
I
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
BURNETT AVE S
S 3RD PL
MIL
L
A
V
E
S
HOUSER WAY SWILLIAMS AVE S
S 4TH ST
HOUSER WAY S
LOGAN AVE S
S 3RD ST
S 2ND ST
BURNETT AVE S
S 2ND ST
BURNETT AVE S
S 3RD ST
S 2ND ST
N RIVERSIDE DR
S TOBIN ST
S 4TH ST
SM
I
T
H
E
R
S
A
V
E
S
WILLIAMS AVE S
S 3RD ST
PELLY AVE N
MAIN AVE S
S 4TH ST
WILLIAMS AVE S
HOUSER WAY S
LO
G
A
N
A
V
E
S
MILL AVE S
WHITWORTH AVE S
MAIN AVE S
WELLS AVE S
S 4TH ST
BRONSON WAY N
S 3RD ST
S 4TH ST
MA
I
N
A
V
E
S
WILLIAMS AVE S
S 4TH ST
S 3RD ST S 3RD ST
WHITWORTH AVE S
SMITHERS AVE S
WELLS AVE S
WH
I
T
W
O
R
T
H
A
V
E
S
S 2ND ST
HOUSER
W
A
Y
S
WILLIAMS AVE S
S 2ND ST
LOGAN AVE S
S 2ND ST
MAIN AVE S
S 2ND ST
HOUSER WAY S
S TOBIN STS TOBIN ST
MORRIS AVE S
WELLS AVE S
WELLS AVE S
N 1ST ST
SHATTUCK AVE S
S 4TH PL
HOUSER WAY S
HOUSER WAY S
SHATTUCK AVE S
BRONSON WAY N
MAIN AVE S
S 3RD ST S 3RD ST
BRONSON WAY N
S 2ND STS 2ND ST S 2ND ST
SMITHERS AVE S
S 2ND ST S 2ND ST
I-405 FWY
PROJECT
LOCATION
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
VICINITY MAP
1" = 500'±RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
COVER
R-433401
1
61
7 / 16 / 2025
TR
O
-
4
1
-
4
3
3
4
61
AS NOTED
E5.01
T-433412
58
ELECTRICAL - SINGLE LINE DIAGRAM
ϭϲϬϭ ϱƚŚ ǀĞŶƵĞ͕ ^ƵŝƚĞ ϭϲϬϬ
^ĞĂƚƚůĞ͕ t ϵϴϭϬϭ
ϮϬϲ͘ϲϮϮ͘ϱϴϮϮ
ZZZNSIIFRP
Arup US, Inc.
1191 Second Avenue Suite 400
Seattle WA 98101
T +1 206 493 2258 F + 1 206 749 0665
BU
R
N
E
T
T
A
V
E
S
BU
R
N
E
T
T
P
L
S
WIL
L
I
A
M
S
A
V
E
S
S TOBIN ST
WE
L
L
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
MO
R
R
I
S
A
V
E
S
SH
A
T
T
U
C
K
A
LO
G
A
N
A
V
E
S
MA
I
N
A
V
E
S
WH
I
T
W
O
R
T
H
A
V
E
S
HOUSER
W
A
Y
S
S TOBIN ST
S 3RD ST
S 2ND ST
PROJECT
LOCATION
AD AREA DRAIN
AVE AVENUE
CB CATCH BASIN
CL CENTER LINE
COR CITY OF RENTON
CSBC CRUSHED SURFACE BASE COURSE
DEMO DEMOLISH
ELECT ELECTRICAL
ELELEV ELEVATION
E;E;ISTE;ISTING
GI GREASE INTERCEPTOR
HMA HOT MI; ASPHALT
IE INVERT ELEVATION
LF LINEAR FOOT
LS LANDSCAPELANDSCAPING
MA;MA;IMUM
MIN MINIMUM
NTS NOT TO SCALE
PLUMB PLUMBING
ROW RIGHT OF WAY
SD STORE DRAIN
SS SANITARY SEWER
STD STANDARD
TYP TYPICAL
W WATER
NUMBER
9,C,1,7< 0$3
1" = 500'±
RENTON PIA==A
CI9IL CONSTR8CTION PERMIT
$%%5(9,$7,216
(E) SERVICE 1
TRANSFORMER
FROM UTILITY
SHEET NOTES
A. HALFTONE DENOTES EXISTING TO REMAIN EQUIPMENT.
B. HATCHED AREAS DENOTE EQUIPMENT SERVING THE MARKET
BUILDING, AND IS OUT OF SCOPE FOR THE PIAZZA PROJECT.
ELECTRICAL EQUIPMENT NAMING CONVENTION
(N)A1
INDEX
1, 2, 3, ... ADDITIONAL INDEX
SPECIAL LOAD DESCRIPTION
A ANCHOR TENANT
L LIGHTING
M MECHANICAL
P NORMAL POWER
T TENANT
PHASE
(E)EXISTING
(N)NEW
(4) 600KCMIL +#2G
IN 4"C
DEVELOPMENT ENGINEERING
msippo 08/13/2025
T-433407
BU
R
N
E
T
T
A
V
E
S
WELLS AVE S
BU
R
N
E
T
T
P
L
S
MILL AVE S
N RIVERSIDE DR
MAIN AVE S
S 2ND ST
S 2ND ST
N 1ST ST
CEDAR AVE S
WIL
L
I
A
M
S
A
V
E
S
BURNETT AVE S
SHATTUCK AVE S
MORRIS AVE S
S 3RD ST
MORRIS AVE S
S 3RD ST
S TOBIN ST
WE
L
L
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
S 4TH ST
MO
R
R
I
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
BURNETT AVE S
S 3RD PL
MIL
L
A
V
E
S
HOUSER WAY SWILLIAMS AVE S
S 4TH ST
HOUSER WAY S
LOGAN AVE S
S 3RD ST
S 2ND ST
BURNETT AVE S
S 2ND ST
BURNETT AVE S
S 3RD ST
S 2ND ST
N RIVERSIDE DR
S TOBIN ST
S 4TH ST
SM
I
T
H
E
R
S
A
V
E
S
WILLIAMS AVE S
S 3RD ST
PELLY AVE N
MAIN AVE S
S 4TH ST
WILLIAMS AVE S
HOUSER WAY S
LO
G
A
N
A
V
E
S
MILL AVE S
WHITWORTH AVE S
MAIN AVE S
WELLS AVE S
S 4TH ST
BRONSON WAY N
S 3RD ST
S 4TH ST
MA
I
N
A
V
E
S
WILLIAMS AVE S
S 4TH ST
S 3RD ST S 3RD ST
WHITWORTH AVE S
SMITHERS AVE S
WELLS AVE S
WH
I
T
W
O
R
T
H
A
V
E
S
S 2ND ST
HOUSER
W
A
Y
S
WILLIAMS AVE S
S 2ND ST
LOGAN AVE S
S 2ND ST
MAIN AVE S
S 2ND ST
HOUSER WAY S
S TOBIN STS TOBIN ST
MORRIS AVE S
WELLS AVE S
WELLS AVE S
N 1ST ST
SHATTUCK AVE S
S 4TH PL
HOUSER WAY S
HOUSER WAY S
SHATTUCK AVE S
BRONSON WAY N
MAIN AVE S
S 3RD ST S 3RD ST
BRONSON WAY N
S 2ND STS 2ND ST S 2ND ST
SMITHERS AVE S
S 2ND ST S 2ND ST
I-405 FWY
PROJECT
LOCATION
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
VICINITY MAP
1" = 500'±RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
COVER
R-433401
1
61
7 / 16 / 2025
TR
O
-
4
1
-
4
3
3
4
61
NTS
E7.02
T-433413
ELECTRICAL - ELECTRICAL DETAILS -
PIAZZA 59 62
1 CIVIL PERMIT CORRECTIONS 1 9/15/2025
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
ϭϲϬϭ ϱƚŚ ǀĞŶƵĞ͕ ^ƵŝƚĞ ϭϲϬϬ
^ĞĂƚƚůĞ͕ t ϵϴϭϬϭ
ϮϬϲ͘ϲϮϮ͘ϱϴϮϮ
ZZZNSIIFRP
Arup US, Inc.
1191 Second Avenue Suite 400
Seattle WA 98101
T +1 206 493 2258 F + 1 206 749 0665
SHATTUCK AVE S
MOR
MO
S
SH
A
T
T
U
C
K
A
V
E
S
S 4TH ST
SH
A
T
T
U
C
K
A
V
E
S
S 3RD PL
S 2ND ST
S TOBIN ST
WHITWORTH AVE S
S 4TH ST
S 3RD ST
WHITWORTH AVE S
WH
I
T
W
O
R
T
H
A
V
E
S
S 2ND ST
S 2ND ST
HOUSER WAY SMOR
SHATTUCK AVE S
S 4TH PL
SHATTUCK AVE S
S 3RD ST
PRO
LOC
IN COMPLIAN
RENTON MARKET & PIA
CIVIL CONSTRUCTION PERMIT
1
SHATTUCK AVE S
MOR
MO
S
SH
A
T
T
U
C
K
A
V
E
S
S 4TH ST
SH
A
T
T
U
C
K
A
V
E
S
S 3RD PL
S 2ND ST
S TOBIN ST
WHITWORTH AVE S
S 4TH ST
S 3RD ST
WHITWORTH AVE S
WH
I
T
W
O
R
T
H
A
V
E
S
S 2ND ST
S 2ND ST
HOUSER WAY SMOR
SHATTUCK AVE S
S 4TH PL
SHATTUCK AVE S
S 3RD ST
PRO
LOC
IN COMPLIAN
RENTON MARKET & PIA
CIVIL CONSTRUCTION PERMIT
1
䑯捵卩杮 䕮癥汯灥 䥄㨠
刯
䑯捵卩杮 䕮癥汯灥 䥄㨠
ㄯ
1
DEVELOPMENT ENGINEERING
msippo 10/02/2025
BU
R
N
E
T
T
A
V
E
S
WELLS AVE S
BU
R
N
E
T
T
P
L
S
MILL AVE S
N RIVERSIDE DR
MAIN AVE S
S 2ND ST
S 2ND ST
N 1ST ST
CEDAR AVE S
WIL
L
I
A
M
S
A
V
E
S
BURNETT AVE S
SHATTUCK AVE S
MORRIS AVE S
S 3RD ST
MORRIS AVE S
S 3RD ST
S TOBIN ST
WE
L
L
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
S 4TH ST
MO
R
R
I
S
A
V
E
S
SH
A
T
T
U
C
K
A
V
E
S
BURNETT AVE S
S 3RD PL
MIL
L
A
V
E
S
HOUSER WAY SWILLIAMS AVE S
S 4TH ST
HOUSER WAY S
LOGAN AVE S
S 3RD ST
S 2ND ST
BURNETT AVE S
S 2ND ST
BURNETT AVE S
S 3RD ST
S 2ND ST
N RIVERSIDE DR
S TOBIN ST
S 4TH ST
SM
I
T
H
E
R
S
A
V
E
S
WILLIAMS AVE S
S 3RD ST
PELLY AVE N
MAIN AVE S
S 4TH ST
WILLIAMS AVE S
HOUSER WAY S
LO
G
A
N
A
V
E
S
MILL AVE S
WHITWORTH AVE S
MAIN AVE S
WELLS AVE S
S 4TH ST
BRONSON WAY N
S 3RD ST
S 4TH ST
MA
I
N
A
V
E
S
WILLIAMS AVE S
S 4TH ST
S 3RD ST S 3RD ST
WHITWORTH AVE S
SMITHERS AVE S
WELLS AVE S
WH
I
T
W
O
R
T
H
A
V
E
S
S 2ND ST
HOUSER
W
A
Y
S
WILLIAMS AVE S
S 2ND ST
LOGAN AVE S
S 2ND ST
MAIN AVE S
S 2ND ST
HOUSER WAY S
S TOBIN STS TOBIN ST
MORRIS AVE S
WELLS AVE S
WELLS AVE S
N 1ST ST
SHATTUCK AVE S
S 4TH PL
HOUSER WAY S
HOUSER WAY S
SHATTUCK AVE S
BRONSON WAY N
MAIN AVE S
S 3RD ST S 3RD ST
BRONSON WAY N
S 2ND STS 2ND ST S 2ND ST
SMITHERS AVE S
S 2ND ST S 2ND ST
I-405 FWY
PROJECT
LOCATION
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
VICINITY MAP
1" = 500'±RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
COVER
R-433401
1
61
7 / 16 / 2025
TR
O
-
4
1
-
4
3
3
4
61
NTS
E9.05
T-433413
ELECTRICAL - PANELBOARD
SCHEDULES 59
ϭϲϬϭ ϱƚŚ ǀĞŶƵĞ͕ ^ƵŝƚĞ ϭϲϬϬ
^ĞĂƚƚůĞ͕ t ϵϴϭϬϭ
ϮϬϲ͘ϲϮϮ͘ϱϴϮϮ
ZZZNSIIFRP
Arup US, Inc.
1191 Second Avenue Suite 400
Seattle WA 98101
T +1 206 493 2258 F + 1 206 749 0665
PANEL:(E) E2 SHEET NO:E9.05
DESCRIPTION:PIAZZA RECEPT
LOCATION:ELECTRICAL ROOM 111 VOLTS:240/120 V SUPPLY FROM:PANEL (E) E1
MOUNTING:SURFACE PHASE:1 BUS RATING:600A
ENCLOSURE:Type 1 WIRE:3 MAINS TYPE:MLO
A.I.C. RATING 22 kA GROUND BUS:BONDED MAINS RATING:-
NEUTRAL BUS:100%LUGS:
CKT CIRCUIT DESCRIPTION LC TRIP P P TRIP LC CIRCUIT DESCRIPTION CKT
1 0 0 2
3 0 0 4
5 0 0 6
7 0 0 8
9 0 0 10
11 0 0 12
13 4800 0 14
15 4800 0 16
17 (E) RCPT BANK #1 [1]Existing 20 1 0 0 1 20 Existing (E) RCPT BANK #2 [1]18
19 (E) RCPT BANK #1 [1]Existing 20 1 0 0 1 20 Existing (E) RCPT BANK #2 [1]20
21 (E) RCPT BANK #3 [1]Existing 20 1 0 360 1 20 Receptacle RCPT - STAGE VAULT 22
23 (E) RCPT BANK #3 [1]Existing 20 1 0 0 1 20 -SPARE 24
25 Space - 20 1 1 20 -Space 26
27 Space - 20 1 1 20 -Space 28
29 Space - - - 1 20 -Space 30
CONNECTED: 15,744 VA
CALCULATED DEMAND: 17,190 VA
CONNECTED: 66 A
CALCULATED DEMAND: 72 A
NOTES:
[1] CIRCUITS USING THE CLASSIFICATION "EXISTING" ARE EXISTING TO REMAIN. THE LOAD FOR THESE CIRCUITS WAS CAPTURED BY 30-DAY METERING
DATA COLLECTED FROM 11/27/2024 TO 12/27/2024 WITH THE PEAK 30-DAY LOAD SHOWN AS THE CONNECTED LOAD AT THE BOTTOM OF THE PANELBOARD
SCHEDULE, PER NEC 220.87.
Receptacle 9960 VA 100.00%9960 VA
Existing 5784 VA 125.00%7230 VA
LOAD CLASSIFICATION CONNECTED LOAD
DEMAND
FACTOR
CALCULATED
DEMAND PANEL TOTALS LOADS
TOTAL LOAD:5160 VA 4800 VA
TOTAL AMPS:43 A 40 A
Existing (E) RCPT BANK #3 [1]
RCPT- STAGE VAULT Receptacle 50 2 2 30 - (E) SPARE
(E) RCPT BANK #3 [1] Existing 50 2 2 30
Existing (E) RCPT BANK #1 [1]
(E) RCPT BANK #2 [1] Existing 50 2 2 30 Existing (E) RCPT BANK #2 [1]
(E) RCPT BANK #1 [1] Existing 50 2 2 30
A B
DEVELOPMENT ENGINEERING
msippo 08/13/2025
T-433408
BU
R
N
E
T
T
A
V
E
S
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
LO
G
A
N
A
V
E
S
•
•
•
•
•
•
•
•
•
•
•
••
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
Call 811
two business days
before you dig
R
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
TOPOGRAPHIC SURVEY
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
R-433423
P S O M A S
Tacoma
2502 Jefferson Avenue
Tacoma, WA 98402 253.627.0720
Seattle | Wenatchee
PLAN
07/15/2025
DEVELOPMENT ENGINEERING
msippo 08/13/2025
R-433452
••••••••••••••••
••••••••••••
NOTES
HORIZONTAL DATUM
VERTICAL DATUM
Call 811
two business days
before you dig
R
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
TOPOGRAPHIC SURVEY
PR
2
4
-
0
0
0
0
8
2
LU
A
2
4
-
0
0
0
3
6
4
C2
5
0
0
0
2
3
3
TE
D
-
4
0
-
4
3
3
4
R-433423
P S O M A S
Tacoma
2502 Jefferson Avenue
Tacoma, WA 98402 253.627.0720
Seattle | Wenatchee
07/15/2025
DEVELOPMENT ENGINEERING
msippo 08/13/2025
R-433453