HomeMy WebLinkAboutEx_04_Plan_Set1
HOR: 1"=10'
APRIL 2025
CAG-25-044XX SURVEYOR XX
TS, EC
TS, EC, BD
JTJ
J.T. JOHNSON, G. ESTEP
CITY OF RENTON
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
1-800-424-5555 or 811
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
NO.BY DATEREVISION COMMENTS APPR
100% DESIGN
XX
World Cup Legacy Square - Phase 1
Community & Economic Development,
Public Works, Parks & Recreation
100% REVIEW
SUBMITTAL COVERSHEET AND SHEET INDEX
G1.0
WORLD CUP LEGACY SQUARE - PHASE I
100% DESIGN PLAN SET
APRIL 2025
CITY OF RENTON
KING COUNTY
PROJECT LOCATION
405
5
Seattle
Redmond
2
522
90
202
18
169
167
Skykomish
Maple Valley
Bellevue
Renton
LOCATION MAP
520
NTS
PREPARED BY:
PROJECT MANAGER
JUSTIN JOHNSON, P.E.JTjohnson@rentonwa.gov 425-430-7291
JUSTIN JOHNSON, P.E.JTjohnson@rentonwa.gov 425-430-7291
TROY SOLLY, P.E.Tsolly@rentonwa.gov 425-757-4012
EMMA CONLEY, P.E.Econley@rentonwa.gov 425-757-6807
VICINITY MAP
SCALE: 1" = 80'
N
N
SHEET INDEX
1.G1.0 COVERSHEET AND SHEET INDEX
2.G2.0 NOTES, ABBREVIATIONS, AND LEGEND
3.G3.0 EXISTING CONDITIONS
4.D1.0 TESC AND DEMO PLAN
5.D1.1 GATEWAY IRRIGATION DEMOLITION PLAN
6.C1.0 HARDSCAPE PLAN
7.C1.1 HARDSCAPE PLAN - LINE AND CURVE TABLES
8.C2.0 GRADING PLAN
9.C2.1 GRADING ENLARGEMENTS (1 OF 2)
10.C2.2 GRADING ENLARGEMENTS (2 OF 2)
11.C2.3 GRADING POINTS
12.C3.0 UTILITY NOTES
13.C3.1 UTILITY PLAN
14.C3.2 UTILITY DETAILS (1 OF 2)
15.C3.3 UTILITY DETAILS (2 OF 2)
16.L1.0 URBAN DESIGN PLAN
17.L1.1 URBAN DESIGN DETAILS (1 OF 2)
18.L1.2 URBAN DESIGN DETAILS (2 OF 2)
19.L1.3 URBAN DESIGN DETAILS (3 OF 3)
20.L2.0 LANDSCAPING PLAN
21.L2.1 LANDSCAPING DETAILS
22.L3.0 IRRIGATION PLAN
23.L2.2 IRRIGATION DETAILS
24.E1.0 LIGHTING AND ELECTRICAL PLAN
25.E1.1 LIGHTING AND ELECTRICAL DETAILS
PROJECT SITE
S 3RD ST
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PROJECT ADDRESS 510 S 3RD ST
PARCEL NUMBERS 7841800195, 7841800205, 5696000005
ZONING CD-CENTER DOWNTOWN
PROJECT AREA (AC)0.64
Exhibit 4
Docusign Envelope ID: 6DBBB0D8-C0DE-4028-82B1-69ACAB5FF0A4
2
HOR: 1"=10'
APRIL 2025
CAG-25-044XX SURVEYOR XX
TS, EC
TS, EC, BD
JTJ
J.T. JOHNSON, G. ESTEP
CITY OF RENTON
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
1-800-424-5555 or 811
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
NO.BY DATEREVISION COMMENTS APPR
100% DESIGN
25
World Cup Legacy Square - Phase 1
Community & Economic Development,
Public Works, Parks & Recreation
100% REVIEW
SUBMITTAL NOTES, ABBREVIATIONS, AND LEGEND
G2.0
LEGENDGENERAL NOTES
1.ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE 2023
EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND
MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A
SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2.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,
REFER TO SP 1-08.0(2).
3.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION AND
ELEVATION SO AS TO AVOID DAMAGE OR DISTURBANCE PRIOR TO COMMENCEMENT OF ANY
CONSTRUCTION. THE INFORMATION IS PROVIDED FOR CONTRACTORS CONVENIENCE ONLY.
THERE MAY BE DISCREPANCIES AND OMISSIONS.
4.BEFORE ANY CONSTRUCTION ACTIVITY OCCURS, THE CONTRACTOR SHALL MEET WITH THE
CITY FOR A PRE-CONSTRUCTION CONFERENCE. A MINIMUM OF FIVE (5) WORKING DAYS
NOTICE IS REQUIRED FOR SCHEDULING. TWENTY-FOUR (24) HOURS NOTICE WILL BE
REQUIRED PRIOR TO STARTING CONSTRUCTION.
REFER TO SP 1-07.6 and 1-08.0(1).
5.INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY IN ADVANCE OF
BACKFILLING ANY CONSTRUCTION.
6.PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
7.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUILT DRAWING OF THE
STORM, WATER, AND SEWER IMPROVEMENTS, WHICH HAS BEEN STAMPED AND SIGNED BY A
LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
8.THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY
CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 A MINIMUM OF 48 HOURS
PRIOR TO ANY EXCAVATION.
9.OVERHEAD ELECTRICAL POWER, TELEPHONE, CABLE TV, AND OTHER OVERHEAD LINES ARE
GENERALLY NOT SHOWN. THE LINES THAT ARE SHOWN ARE LOCATED BY POINT-TO-POINT,
POLE OR TOWER TO POLE OR TOWER. DETERMINE THE EXTENT OF HAZARDS OR IMPACTS ON
CONSTRUCTION ACTIVITIES CREATED BY OVERHEAD OR UNDERGROUND ELECTRICAL POWER,
TELEPHONE, CABLE TV, AND OTHER LINES IN ALL AREAS, AND FOLLOW PROCEDURES DURING
CONSTRUCTION AS REQUIRED BY LAW AND REGULATIONS. PRIOR TO CONSTRUCTION, MEET
WITH UTILITY OWNERS TO DETERMINE THE EXTENT OF HAZARDS AND TAKE WHATEVER
PRECAUTIONS AND REMEDIAL MEASURES THAT MAY BE REQUIRED TO PROTECT PERSONS
AND PROPERTY AND TO AVOID DISRUPTION OF SERVICE.
10.MANHOLES, CATCH BASINS, AND OTHER STRUCTURES ARE GENERALLY SHOWN ON PLAN AND
PROFILE DRAWINGS SYMBOLICALLY. CONSTRUCT MANHOLES, CATCH BASINS, AND OTHER
STRUCTURES AS SHOWN ON DETAIL DRAWINGS AND AS SPECIFIED.
11.ALL UTILITIES SHALL BE SUPPORTED AND MAINTAINED DURING CONSTRUCTION (INCLUDING
THOSE IDENTIFIED AS ABANDONED OR TO BE ABANDONED).
12.CONTRACTOR SHALL PROTECT PUBLIC AND PRIVATE PROPERTY. PROPERTY DISTURBED
DURING CONSTRUCTION TO BE RESTORED TO EXISTING CONDITIONS UNLESS OTHERWISE
SPECIFIED BY THE CITY. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND
DOCUMENTING ANY DAMAGE THAT IS PRE-EXISTING OR CAUSED BY OTHERS.
13.PROTECTION OF THE ENVIRONMENT: NO CONSTRUCTION RELATED ACTIVITY SHALL
CONTRIBUTE TO THE DEGRADATION OF THE ENVIRONMENT, ALLOW MATERIAL TO ENTER
SURFACE OR GROUND WATERS, OR ALLOW PARTICULATE EMISSIONS TO THE ATMOSPHERE,
WHICH EXCEED STATE OR FEDERAL STANDARDS. ANY ACTIONS THAT POTENTIALLY ALLOW A
DISCHARGE TO STATE WATERS MUST HAVE PRIOR APPROVAL OF THE STATE OF
WASHINGTON, DEPARTMENT OF ECOLOGY.
14.ALL DISTANCES SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS SHALL BE
INTERPRETED TO REFER TO THE HORIZONTALLY AND VERTICALLY PROJECTED PLANES UNLESS OTHERWISE
INDICATED. LINEAL FOOTAGE OF PIPING SHOWN ON THE DRAWINGS REFERS TO HORIZONTAL LENGTH.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY
NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
15.ALL EXCAVATIONS ADJACENT TO POWER POLES OR OTHER RELATED FACILITIES (VAULTS, HANDHOLES,
ETC.) SHALL COMPLY WITH WAC 296-155, PART N, EXCAVATION, TRENCHING AND SHORING. POLE
PROTECTION/ SUPPORTING SYSTEMS USED WHILE EXCAVATING SHALL COMPLY WITH WAC 155-655
GENERAL PROTECTION REQUIREMENTS, ITEM (9) AND SHALL NOT AFFECT THE STRUCTURAL INTEGRITY
OF POLES WHILE THE SYSTEMS ARE IN PLACE OR AFTER THE SYSTEMS HAVE BEEN REMOVED.
16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL RESTORATION OF ALL EXISTING FEATURES
DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL CONDITION UNLESS OTHERWISE INDICATED BY
THE ENGINEER. ALL MATERIALS USED FOR THE CONSTRUCTION SHALL BE NEW AND
UNDAMAGED, AND CATALOG CUTS FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY
THE CITY PRIOR TO BRINGING ANY MATERIALS ON SITE.
AC ASPHALT CONCRETE
ACP ASPHALT CONCRETE PAVEMENT
ADA AMERICANS WITH DISABILITIES ACT
ADS ADVANCED DRAINAGE SYSTEMS (PIPE)
APPROX APPROXIMATE
AVE AVENUE
CB CATCH BASIN
CDF CONTROLLED DENSITY FILL
CED CEDAR
CF CUBIC FEET
CFS CUBIC FEET PER SECOND
CHLK CHAIN LINK FENCE
CI CAST IRON
C/L, CL CENTERLINE
CLR CLEAR
CO CLEANOUT
CONC CONCRETE
CITY, COR CITY OF RENTON
CPE CORRUGATED POLYETHYLENE PIPE
CPLG COUPLING
CRZ CRITICAL ROOT ZONE
CSBC CRUSHED SURFACING BASE COURSE
CSTC CRUSHED SURFACING TOP COURSE
CTR CENTER
D DEPTH, DOUBLE, DRAIN
DI DUCTILE IRON
DIA DIAMETER
DWG DRAWING
DWY DRIVEWAY
E EAST, EASTING, ELECTRICAL
EA EACH
EC EROSION CONTROL
EL, ELEV ELEVATION
EP EDGE OF PAVEMENT
EX EXISTING
FF FINISHED FLOOR
FG FINISH GRADE
FH FIRE HYDRANT
FL FLANGE
FM FORCE MAIN
FT FEET, FOOT
G GAS
GALV GALVANIZED
GRAV GRAVEL
H HORIZONTAL
HDPE HIGH DENSITY POLYETHYLENE
HMA HOT MIX ASPHALT
HYD HYDRANT
ID INSIDE DIAMETER
IE INVERT ELEVATION
JB JUNCTION BOX
L LENGTH
LF LINEAR FEET
LT LEFT
MAX MAXIMUM
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MJ MECHANICAL JOINT
MON MONUMENT
N NORTH, NORTHING
NAD NORTH AMERICAN DATUM
NAVD NORTH AMERICAN VERTICAL
DATUM
NE NORTHEAST
NIC NOT IN CONTRACT
NO.NUMBER
NTS NOT TO SCALE
NW NORTHWEST
OC ON CENTER
OD OUTSIDE DIAMETER
OH OVERHEAD
OP OVERHEAD POWER
P POWER
PED XING PEDESTRIAN CROSSING
P/L PROPERTY LINE
PLS PROFESSIONAL LAND SURVEYOR
PSE PUGET SOUND ENERGY
PT POINT
PVC POLYVINYL CHLORIDE C-900 PIPE
PVMT PAVEMENT
PWR POWER
RCW REVISED CODE OF WASHINGTON
RD ROAD
REQ'D REQUIRED
RET RETAINING
RJ RESTRAINED JOINT
ROW RIGHT OF WAY
RPBA REDUCED PRESSURE BACKFLOW
ASSEMBLY
RPM RAISED PAVEMENT MARKER
RT RIGHT
S SOUTH, SLOPE, SOCKET, SINGLE
SCH SCHEDULE
SCO SEWER CLEANOUT
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SE SOUTHEAST
SERV SERVICE
SF SILT FENCE, SQUARE FEET
SPU SEATTLE PUBLIC UTILITIES
SS SANITARY SEWER
SSMH SANITARY SEWER MANHOLE
ST STREET
STA STATION
STD STANDARD
STL STEEL
SW SOUTHWEST
SWPPP STORMWATER POLLUTION
PREVENTION PLAN
T TELEPHONE
TBM TEMPORARY BENCHMARK
TELJB TELEPHONE JUNCTION BOX
TESC TEMPORARY EROSION AND
SEDIMENT CONTROL
TV TELEVISION (CABLE)
TVJB TELEVISION (CABLE) JUNCTION
BOX
TYP TYPICAL
UD UNDERDRAIN
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
W/WITH
W WATER, WEST
WAC WASHINGTON ADMINISTRATIVE
CODE
WM WATER METER
WSDOT WASHINGTON STATE DEPARTMENT
OF TRANSPORTATION
YRS YEARS
ABBREVIATIONS
DESIGNATIONS
DASH IF SECTION IS TAKEN ON THE SAME DRAWING,
DRAWING NUMBER IF SECTION IS TAKEN ON A
DIFFERENT SHEET
SECTION, ELEVATION OR PROFILE
REFERENCE LETTER
DETAIL NUMBER
DRAWING NUMBER WHERE DETAIL IS
REFERENCED, DASH IF DETAIL APPEARS ON
THE SAME SHEET AS SHEET REFERENCED
MONUMENT IN CASE
SURFACE MONUMENT
PK NAIL
SPOT SHOT (DESCRIBED)
CATCH BASIN
STORM DRAIN MANHOLE
YARD DRAIN
SEWER MANHOLE
SEWER CLEAN-OUT
POWER VAULT LID
POWER TRANSFORMER
POWER METER
TRAFFIC SIGNAL
PEDESTRIAN SIGNAL
JUNCTION BOX (TYPE I)
JUNCTION BOX (TYPE II)
TRAFFIC ATTENUATOR LOOP
STREET LIGHT (LUMINAIRE)
STREET LIGHT (DECORATIVE)
LOT LIGHT
YARD LIGHT
TELEPHONE MANHOLE
TELEPHONE VAULT LID
GAS VALVE
GAS METER
WATER VALVE
WATER METER
WATER MANHOLE
WATER VAULT LID
FIRE HYDRANT
FIRE DEPARTMENT CONNECT
POST INDICATOR VALVE
HOSE BIB
IRRIGATION CONTROL VALVE
UTILITY MANHOLE (GENERIC/UNKNOWN)
UTILITY VAULT LID (GENERIC/UNKNOWN)
STAND-PIPE (GENERIC/UNKNOWN)
UTILITY ACCESS (GENERIC/UNKNOWN)
MONITORING WELL
GUARD POST
SIGN
SHRUB
DECIDUOUS TREE, DIAMETER (# OF TRUNKS)
CONIFEROUS TREE, DIAMETER (# OF TRUNKS)
PAINTED POWER
PAINTED TELEPHONE
PAINTED TV
PAINTED WATER
RECORD WATER
PAINTED GAS
STORM
SEWER
FENCE
HEDGE (HEIGHT NOTED)
BUILDING FOOTPRINT
BUILDING OVERHANG
PAINTED STRIPE
RAISED-BUTTON SOLID STRIPE
RAISED-BUTTON SKIP STRIPE
EDGE OF PAVEMENT
FLOWLINE
CONTOUR
EXISTING RIGHT OF WAY CENTERLINE
EXISTING RIGHT OF WAY
CONCRETE
GRAVEL
GRASS
METAL GRATE
CONCRETE PAVERS
ASPHALT/CONCRETE
CHAINLINK
DRIVEWAY
COLUMN
YARD DRAIN
STRUCTURE
FINISHED FLOOR
TESC & DEMOLITION NOTES
1.EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED
UPON THE BEST AVAILABLE PUBLIC RECORDS AND/OR PRIVATE RECORDS AS SUPPLIED BY
THE PROJECT OWNER AND/OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS
ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER
GUARANTEE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO
RESPONSIBILITY FOR IMPROPER LOCATIONS ON THE CONSTRUCTION PLANS. OTHER
UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED
DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS
SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
2.IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM
THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE
CONDITIONS, OR AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORIGINALLY
ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER
PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND OR OWNER SHALL MAKE NO
CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM
CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING.
3.CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD
LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN
UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN
LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND
LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE NOTICE TO THAT UTILITY.
4.THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR, AND CITY OR
STATE RECORDS RELATIVE TO THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR
IS RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES AND SHALL RESTORE ALL
UTILITIES AT CONTRACTOR'S OWN EXPENSE.
5.VERIFY THAT ALL UTILITY SERVICES TO BE DEMOLISHED HAVE BEEN DISCONNECTED.
6.ERECT BARRIERS, SHORING AND THE LIKE TO PROTECT PERSONNEL, CONSTRUCTION AND
VEGETATION TO REMAIN. COMPLY WITH ALL STATE AND LOCAL AGENCY REQUIREMENTS.
7.DO NOT SHUT OFF OR CAP UTILITIES WITHOUT PRIOR NOTICE. COORDINATE WORK WITH
LOCAL UTILITY PURVEYORS.
8.MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: ENSURE MINIMUM
INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, AND ADJACENT FACILITIES; DO NOT
CLOSE OR OBSTRUCT STREETS, SIDEWALKS, OR PASSAGEWAYS WITHOUT PERMISSION
FROM AUTHORITIES HAVING JURISDICTION; MAINTAIN FIRE ACCESS ALONG ACCESS ROAD
AT ALL TIMES; MEET ALL APPLICABLE CODES AND ORDINANCES.
9.PROTECT FROM HARM ANY TREES, OR OTHER OBJECTS SELECTED TO REMAIN.
10.DO NOT DAMAGE EXISTING CONSTRUCTION TO REMAIN.
11.RESTORE ANY IMPROVEMENTS DAMAGED BY THIS WORK TO THEIR ORIGINAL CONDITION,
AS ACCEPTABLE TO OWNER. REPAIR ANY DAMAGE TO ADJACENT STRUCTURES, UTILITIES,
SITE, AND WORK OF THIS CONTRACT TO REMAIN AT NO ADDITIONAL COST TO OWNER.
12.NO BLASTING ON SITE. DO NOT USE EXPLOSIVES.
13.SPRINKLE DEBRIS AS NECESSARY TO LIMIT DUST TO LOWEST PRACTICABLE LEVEL. DO NOT
SPRINKLE TO EXTENT CAUSING FLOODING, CONTAMINATED RUNOFF OR ICING.
14.REMOVE EXISTING ABOVE-GRADE AND BELOW-GRADE IMPROVEMENTS AS INDICATED
AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CARE SHALL BE TAKEN THAT
DAMAGE DOES NOT OCCUR TO EXISTING PAVEMENT WHICH IS TO REMAIN IN PLACE AND
THAT ALL PAVEMENT REMOVALS ARE ACCOMPLISHED BY MAKING A NEAT VERTICAL SAW
CUT AT THE BOUNDARIES OF THE AREA TO BE REMOVED.
15.REMOVE TREES, GROWTH AND UNDERBRUSH AS REQUIRED FOR NEW CONSTRUCTION
AND AS INDICATED. REMOVAL OPERATIONS SHALL BE PERFORMED IN A MANNER TO
PROTECT PROPERTY.
16.MAKE CUTS AT CLOSEST PAVING JOINT.
17.THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING ALL
LINE AND LOCATION STAKES, INCLUDING OFFSETS AND GENERAL CONSTRUCTION
STAKING. WHEN WORK REQUIRES BEING ON SITE A QUALIFIED LAYOUT ENGINEER,
SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TO THE CONTRACTOR'S CREW
WHILE CONTROL IS BEING PERFORMED, ALL NECESSARY RELATED EQUIPMENT, SUPPLIES
AND INSTRUMENTS SHALL BE PRESENT ON SITE FOR THIS WORK. THIS EQUIPMENT AND
PERSONNEL MUST BE AVAILABLE, AT NO ADDITIONAL COST TO OWNER FOR THE PURPOSE
OF VERIFYING LAYOUT AND CERTIFYING THE ACCURACY OF WORK ON THE SITE.
18.PROVIDE FOR THE PROTECTION OF PERSONS PASSING AROUND OR THROUGH THE AREA
OF DEMOLITION.
19.TRAFFIC: DO NOT OBSTRUCT WALKS OR PUBLIC WAYS WITHOUT THE WRITTEN
PERMISSION OF GOVERNING AUTHORITIES AND OF THE OWNER. WHERE ROUTES ARE
PERMITTED TO BE CLOSED, PROVIDE ALTERNATE ROUTES IF REQUIRED.
20.THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES AND
THE REPLACEMENT OF ANY THAT ARE DISPLACED OR MISSING.
21.THE REFUSE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF BY THE
CONTRACTOR IN A MANNER CONSISTENT WITH ALL GOVERNMENT REGULATIONS. IN NO
CASE SHALL REFUSE MATERIAL BE LEFT ON THE THE PROJECT SITE. DEBRIS SHALL NOT BE
DEPOSITED IN ANY STREAM OR BODY OF WATER, WETLAND, OR IN ANY PROJECT SITE,
SHOVED ONTO ABUTTING PRIVATE PROPERTIES, OR BE BURIED IN EMBANKMENTS OR
TRENCHES ON STREET OR ALLEY, OR UPON ANY PRIVATE PROPERTY EXCEPT BY WRITTEN
CONSENT OF THE PRIVATE PROPERTY OWNER. MAINTAIN HAULING ROUTES CLEAN AND
FREE OF ANY DEBRIS RESULTING FROM DEMOLITION WORK ON THIS PROJECT.
SCALE:
DETAIL TITLE
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1
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SCALE:
SECTION TITLE
1" = 1' - 0"
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Docusign Envelope ID: 6DBBB0D8-C0DE-4028-82B1-69ACAB5FF0A4
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GATEWAY
PARK
RENTON PAVILION
EVENTS CENTER
PIAZZA
PARK
PROJECT LIMITS
ROW
SPU PROPERTY LIMITS
SPU PROPERTY LIMITS
STAGE AREA TO BE
CONSTRUCTED AT A
LATER PHASE, SEE
PHASING NOTE 1
3
HOR: 1"=20'
APRIL 2025
CAG-25-044XX SURVEYOR XX
TS, EC
TS, EC, BD
JTJ
J.T. JOHNSON, G. ESTEP
CITY OF RENTON
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
1-800-424-5555 or 811
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
NO.BY DATEREVISION COMMENTS APPR
100% DESIGN
25
World Cup Legacy Square - Phase 1
Community & Economic Development,
Public Works, Parks & Recreation
100% REVIEW
SUBMITTAL
N
EXISTING CONDITIONS
G3.0
PHASING NOTES
1.STAGE AREA TO BE CONSTRUCTED DURING PHASE 2 AND IS NOT
IN CONTRACT. ALL REFERENCES TO THE STAGE SHOWN IN THE
PLANS ARE BASED ON CONCEPTUAL PURPOSES ONLY.
SURVEY NOTES:
1.THE LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS
SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS
OR AS-BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY
ONLY.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY
CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL
1-800-424-5555.
2.FIELD SURVEY: KPG, NOVEMBER, 2017 - FEBRUARY, 2018;
SEPTEMBER 2018 - DECEMBER 2018; FEBRUARY 2019; MAY 2019;
NOVEMBER 2019; FEBRUARY 2020; APRIL 2020; JANUARY 2021,
SEPTEMBER 2023.
3.CONTOUR INTERVAL = 1 FOOT.
4.STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM
CENTER OF LID TO CENTER OF LID.
5.THE LOCATIONS AND DIMENSIONS OF UNDERGROUND VAULTS
HAVE NOT BEEN VERIFIED AND ARE APPROXIMATE.
HORIZONTAL DATUM
WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD
83/91 PER CITY OF RENTON CONTROL STATIONS 205, 884, 1140, AND
1896.
VERTICAL DATUM
NAVD 88, PER CITY OF RENTON CONTROL STATIONS 2123 AND 2128.
LEGEND
SEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW.
CITY ROW LINE
SPU PROPERTY LINE
APPROX LIMITS OF WORK
APPROX LIMITS OF FUTURE PHASE
Docusign Envelope ID: 6DBBB0D8-C0DE-4028-82B1-69ACAB5FF0A4
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2
CITY TO REMOVE ALL CITY OWNED
MOBILE FACILITIES FROM SITE
PRIOR TO CONSTRUCTION.
PROTECT EX SPU FACILITIES
AND CONC FOUNDATION
REMOVE EX TREE, TYP.
EX JBOXES & PEDESTAL
EX BOULDER F
REMOVE EX
BOLLARD
REMOVE EX METAL FENCING
PROTECT EX CURB
TO REMAIN, TYP.
PROTECT EX CURB
TO REMAIN, TYP.
PROTECT EX CURB
TO REMAIN, TYP.
EX LIGHT POLE AND JBOX
TO REMAIN. PROTECT AND
RESET TO FINISHED GRADE.
EX WATER METERS
TO REMAIN.
PROTECT AND RESET
TO FINISHED GRADE
PROTECT EX BUILDING
PROTECT EX
CONC SIDEWALK
TO REMAIN, TYP.
PROTECT EX
BIKE RACK
PROTECT EX CONC
SIDEWALK TO REMAIN, TYP.
PROTECT EX
CONC SIDEWALK
TO REMAIN, TYP.
1
EX BOULDER E1
EX BOULDER D 1
EX BOULDER C 1
EX BOULDER B 1
EX BOULDER A1
EX LIGHT POLE E1
EX LIGHT POLE E1
EX LIGHT POLEE1
EX LIGHT POLEE1
E1
EX IRRIGATION BOXES/VALVESI1
EX PARKING SIGN1
EX PARKING SIGN1
REMOVE EX METAL FENCING
EX TRASH CAN 1
EX TRASH CAN 1
PROTECT EX CURB
TO REMAIN, TYP.
PROTECT EX CURB
TO REMAIN, TYP.
PROTECT EX CURB
TO REMAIN, TYP.
REMOVE EX METAL FENCING
PROTECT EX
CONC SIDEWALK
TO REMAIN, TYP.
PROTECT EX TREE
TO REMAIN, TYP.
PROTECT EX TREE
TO REMAIN, TYP.
PROTECT EX TREE
TO REMAIN, TYP.
PROTECT EX TREE
TO REMAIN, TYP.
PROTECT EX TREE
TO REMAIN, TYP.
PROTECT EX CONC
SIDEWALK TO REMAIN, TYP.
PROTECT EX TREE
TO REMAIN, TYP.
PROTECT EX TREE
TO REMAIN, TYP.
2
PROTECT EX
CONC SIDEWALK
TO REMAIN, TYP.
EX LIGHT POLE AND JBOX
TO REMAIN. PROTECT AND
RESET TO FINISHED GRADE.
REMOVE EX
BOLLARD
3
INSTALL CHAINLINK
FENCE AROUND
PERIMETER, ADJUST
AS REQ'D DURING
CONSTRUCITON TYP.
INSTALL CHAINLINK FENCE AROUND
PERIMETER, ADJUST AS REQ'D
DURING CONSTRUCITON TYP.
INSTALL CHAINLINK FENCE
AROUND PERIMETER,
ADJUST AS REQ'D DURING
CONSTRUCITON TYP.
REMOVE
EX PAINT
EX PARKING SIGN1
EX JBOX TO REMAIN.
PROTECT AND RESET TO
FINISHED GRADE.EX GAS VALVE TO REMAIN.
PROTECT AND RESET TO
FINISHED GRADE.
4
HOR: 1"=10'
APRIL 2025
CAG-25-044XX SURVEYOR XX
TS, EC
TS, EC, BD
JTJ
J.T. JOHNSON, G. ESTEP
CITY OF RENTON
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
1-800-424-5555 or 811
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
NO.BY DATEREVISION COMMENTS APPR
100% DESIGN
25
World Cup Legacy Square - Phase 1
Community & Economic Development,
Public Works, Parks & Recreation
100% REVIEW
SUBMITTAL TESC AND DEMOLITION PLAN
D1.0
MATCH LINE B
SANITARY SEWER CONNECTION
MAT
C
H
L
I
N
E
A
STOR
M
D
R
A
I
N
C
O
N
N
E
C
T
I
O
N
DEMOLITION KEY NOTES
SALVAGE AND STORE FOR REUSE.
REMOVE EXISTING CATCH BASIN AND STORM DRAINAGE LINES
WITHIN THE CONSTRUCTION AREA, CAP ALL LINES
ABANDONED IN PLACE AND NOT REMOVED, AND NOTE THE
PRECISE LOCATION ON THE RECORD DRAWINGS.
REMOVE EX STAIRS, RAILINGS, AND CONC SEATING (INCLUDING
ANY FOOTINGS)
1
2
3
IRRIGATION DEMOLITION NOTES
SALVAGE AND STORE ALL EX IRRIGATION VALVES & VALVE
BOXES FOR REUSE WITHIN THE IMPROVED AREA. SEE SHEET
D1.1 FOR DEMO LIMITS FOR ALL IRRIGATION LATERALS,
VALVES, AND HEADS FOR GATEWAY PARK. CUT, CAP AND
ABANDON IN PLACE OR REMOVE EX IRRIGATION LINES
ENCOUNTERED AS REQUIRED FOR NEW CONSTRUCTION (SEE
IRRIGATION PLANS FOR NEW IRRIGATION AND CONNECTION
LOCATIONS TO EX IRRIGATION SYSTEM). CAP ALL EXPOSED
ENDS.
I1
ELECTRICAL DEMOLITION NOTES
SALVAGE AND STORE EX LIGHT POLES AND JBOXES AS NOTED. CUT,
CAP AND ABANDON IN PLACE OR REMOVE EX ELECTRICAL CONDUIT
LINES ENCOUNTERED AS REQUIRED FOR NEW CONSTRUCTION (SEE
ELECTRICAL PLANS FOR ADDITIONAL INFORMATION).
E1
DEMOLITION, CLEARING, & TESC
LEGEND
SEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW.
N
MAT
C
H
L
I
N
E
A
STOR
M
D
R
A
I
N
C
O
N
N
E
C
T
I
O
N
MATCH LINE B
SANITARY SEWER CONNECTION
PROPERTY LINE
APPROX LIMITS OF WORK
6' HIGH TEMPORARY CHAINLINK FENCE AND HIGH
VISIBILITY FENCE
6' HIGH TREE PROTECTION FENCE WITH CONCRETE
SHOES
EXISTING PIPE REMOVAL
CAP EXISTING UTILITY
INLET PROTECTION, SEE COR STD. PLAN 216.30
EXISTING TREE TO REMAIN WITH APPROX. CRITICAL
ROOT ZONE
EXISTING TREE TO BE REMOVED
SAWCUT LOCATION
ASPHALT PAVING TO BE REMOVED FOR UTILITY TRENCH
PATCH OR CURB REPLACEMENT, SAWCUT EDGES AS
REQ'D
(NOTE: PROTECT EX PAVING THAT IS TO REMAIN)
ASPHALT PAVING TO BE REMOVED FOR GRIND AND
OVERLAY, SAWCUT EDGES AS REQ'D
(NOTE: PROTECT EX PAVING THAT IS TO REMAIN)
CONCRETE PAVING/SIDEWLAK TO BE REMOVED,
SAWCUT EDGES AS REQ'D
(NOTE: PROTECT EX CONC PAVING/SIDEWALK THAT IS TO
REMAIN)
CURB TO BE REMOVED, SAWCUT EDGES AS REQ'D
(NOTE: PROTECT EX CURB THAT IS TO REMAIN)
Docusign Envelope ID: 6DBBB0D8-C0DE-4028-82B1-69ACAB5FF0A4
5
HOR: 1"=10'
APRIL 2025
CAG-25-044XX SURVEYOR XX
TS, EC
TS, EC, BD
JTJ
J.T. JOHNSON, G. ESTEP
CITY OF RENTON
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
1-800-424-5555 or 811
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
NO.BY DATEREVISION COMMENTS APPR
100% DESIGN
25
World Cup Legacy Square - Phase 1
Community & Economic Development,
Public Works, Parks & Recreation
100% REVIEW
SUBMITTAL GATEWAY IRRIGATION DEMOLITION PLAN
D1.1
IRRIGATION DEMOLITION NOTES
CONTRACTOR TO LOCATE EX 2" IRRIGATION MAIN PRIOR TO
THE START OF ANY DEMO ACTIVITIES TO EX SYSTEM. BEGIN
DEMO OF EX IRRIGATION SYSTEM AT 2" TEE FITTING. REPLACE
TEE FITTING WITH 90-DEG FITTING TO MAINTAIN THE WEST 2"
LATERAL.
PROTECT IN PLACE EX IRRIGATION SYSTEM TO REMAIN. THIS
INCLUDES BUT IS NOT LIMITED TO EX LATERALS, VALVES, PIPE
SLEEVES, ROTOR HEADS, AND OTHER NECESSARY
APPURTENANCES.
SALVAGE AND STORE ALL EX IRRIGATION VALVES & VALVE
BOXES FOR REUSE WITHIN THE IMPROVED AREA.
CAP EX 1-1/4" LATERAL
EX SERVICE CABINET AND CONTROLLER TO BE RELOCATED BY
OTHERS, SEE SHEET E1.0 FOR SERVICE CABINET RELOCATION.
I1
I2
I3
I4
I5
DEMOLITION LEGEND
SEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW.
N
DEMO LIMITS FOR EX IRRIGATION SYSTEM
SCALE:
IRRIGATION PLAN GATEWAY AS-BUILT - FOR REFERENCE ONLY
NTS
START DEMO OF GATEWAY
IRRIGATION SYSTEM AT EX
2" TEE.
I1
I4
I2
I3
I2
I2
I2
I2
I5
Docusign Envelope ID: 6DBBB0D8-C0DE-4028-82B1-69ACAB5FF0A4
LO
G
A
N
A
V
E
S
S 3RD ST
1L
2L
3C
4L
5
C
6L
7C
8L
10L
9C
16
L
15L
11L
12L
13
L
14L
19L
22L
23L
24
L
25L
26L
27L
28L
29L
30L
34
L
35
L
36L
37
L
44L
45
L
43L42L
41L
86L
87
L
88
C
89
C
90L
80C
5
0
L
51C
52C
67
C
77C
81C
82
C
83C
84
C 85
C
91L
7
9
C
97L 98L
99C
100L 101L 102L
103C
1
0
4
L
105L
9
5
L
94
C
93C
92
L
1
0
8
L
109L 110L 111L 112L 113L 114
L
115
L
1
1
6
L
117L 11
9
L
12
5
L
126L
12
7
L
12
8
L
129L
13
0
L
13
1
L
132L
13
3
L
31
L
32
L
33L
96L
118
L
10
7
L
10
6
L
40L
39
L
38
L
69
C
70L
71C
72L
73
L
74L
75
L
76
L
78C
48L
17L
18L
20L
21L
46L
47L
4
9
L
53L
54
C
55L
56C
57
L
58L
59
L
61
L
62L63L
64L
6
5
C
66L
68L
60L
120L
12
1
L
122L
123L
12
4
L
N 178064.23
E 1299989.95
N 178063.50
E 1300017.33
N 178084.41
E 1299993.90
N 178078.47
E 1299974.00
N 178101.70
E 1299974.53
Ø6.75'Ø6.75'
Ø6.75'
Ø6.75'
Ø6.75'
0.67'
13.0
0
'
2.50'
4.33'
18.3
8
'
13.0
0
'
4.
6
0
'
23.7
4
'
6.00'
8.00
'
4.5
0
'
2.00'
5.
0
0
'
FUTURE PLAY AREA
12
.
0
0
'
12.00'
2.50'
0.67'
4.5
0
'
CONC SIDEWALK
CONC SIDEWALK
CONC
DRIVEWAY
CONC SIDEWALK
6.0
0
'
7.5
0
'
7.
5
0
'
7.50'
CONC DRIVEWAY
12.00'8.00'
2
21
2
2
2
1
1 1
1
1
1
3
3
3
3
4
4
4
CONC SIDEWALK
CONC SIDEWALK
CONC SIDEWALK
CONC SIDEWALK
5
5
5
6.00'
2
2
6
HOR: 1"=10'
APRIL 2025
CAG-25-044XX SURVEYOR XX
TS, EC
TS, EC, BD
JTJ
J.T. JOHNSON, G. ESTEP
CITY OF RENTON
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
1-800-424-5555 or 811
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
NO.BY DATEREVISION COMMENTS APPR
100% DESIGN
25
World Cup Legacy Square - Phase 1
Community & Economic Development,
Public Works, Parks & Recreation
100% REVIEW
SUBMITTAL
N
HARDSCAPE PLAN
C1.0
MAT
C
H
L
I
N
E
A
MATCH LINE B
SANITARY SEWER CONNECTION
STOR
M
D
R
A
I
N
C
O
N
N
E
C
T
I
O
N
MAT
C
H
L
I
N
E
A
STOR
M
D
R
A
I
N
C
O
N
N
E
C
T
I
O
N
MATCH LINE B
SANITARY SEWER CONNECTION LEGEND
SEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW.
PROPERTY LINE
APPROX LIMITS OF WORK
6' HIGH TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE
6' HIGH TREE PROTECTION FENCE WITH CONCRETE SHOES
EXISTING CONCRETE PAVING
4" FIBER REINFORCED CONCRETE PAVING (LIGHT
BROOM FINISH) OVER 4" AGGREGATE BASE
10" CONCRETE DRIVEWAY
CONCRETE SITE FEATURES (WALLS, BENCHES, STAIRS, ETC.,)
SEE URBAN DESIGN PLAN AND DETAILS
ASPHALT PAVING
FUTSAL COURT SURFACING
PLAY AREA SURFACING (NOT INCLUDED IN THIS PHASE)
GRAVEL (MATCH EXISTING CONDITIONS)
3
L1.2
1
L1.2
2
L1.2
NOTES
1.SEE SHEET C1.1 FOR LINE AND CURVE TABLE
2.SEE SHEETS L1.1 , L1.2 AND L1.3 FOR DETAILS
3.ASPHALT PAVING WITHIN CITY AND SPU ROW SHALL MATCH
EXISTING PAVEMENT THICKNESS IN ACCORDANCE WITH COR
STD PLANS 110, 110.1, AND 110.2.
HARDSCAPE KEY NOTES
MATCH EX CONC AT NEAREST JOINT OR SCORING, TYP.
MATCH EX ASPHALT PAVEMENT AT SAW CUT LOCATION, TYP.
MATCH EX TOP BACK OF CURB, TYP.
CONC CURB & GUTTER REPLACEMENT PER COR STD PLAN 103.
CONC FOR TRENCH DRAIN. SEE UTILITY PLAN AND DETAILS.
1
2
3
4
5
3
L1.2
3
L1.2
Docusign Envelope ID: 6DBBB0D8-C0DE-4028-82B1-69ACAB5FF0A4
LINE AND CURVE TABLE
LABEL
1L
2L
3C
4L
5C
6L
7C
8L
9C
10L
11L
12L
13L
14L
15L
16L
17L
18L
19L
20L
21L
22L
23L
24L
25L
LENGTH/RADIUS
10.04
69.77
5.00
24.40
3.00
82.54
3.00
21.17
18.50
66.09
58.82
15.64
76.35
8.00
13.50
55.82
4.28
7.89
67.00
7.89
4.28
7.61
5.50
44.11
25.67
DIRECTION/DELTA
S19° 38' 52.10"W
S70° 27' 26.83"E
53°07'48.36"
S70° 27' 26.83"E
112°12'47.03"
S41° 45' 20.20"W
90°00'00.00"
N48° 14' 39.80"W
40°26'08.11"
S41° 45' 20.20"W
S41° 45' 20.20"W
N88° 40' 47.90"W
S1° 19' 12.10"W
S88° 04' 34.16"E
N88° 03' 44.34"W
S1° 19' 12.10"W
S41° 45' 20.20"W
S41° 45' 20.20"W
N41° 45' 20.20"E
N41° 45' 20.20"E
N41° 45' 20.20"E
N41° 45' 20.20"E
N86° 45' 20.20"E
S48° 14' 39.80"E
S41° 45' 20.20"W
LINE AND CURVE TABLE
LABEL
26L
27L
28L
29L
30L
31L
32L
33L
34L
35L
36L
37L
38L
39L
40L
41L
42L
43L
44L
45L
46L
47L
48L
49L
50L
LENGTH/RADIUS
14.33
10.00
14.33
22.77
4.49
40.68
5.50
7.61
3.44
19.20
15.27
5.69
4.28
36.73
5.31
10.00
2.01
11.12
8.88
13.96
7.89
1.50
0.68
10.78
15.59
DIRECTION/DELTA
S41° 45' 20.20"W
S41° 45' 20.20"W
S41° 45' 20.20"W
S41° 45' 20.20"W
N88° 20' 47.69"W
N48° 14' 39.80"W
N3° 14' 39.80"W
N41° 45' 20.20"E
S19° 32' 45.06"W
S48° 14' 39.80"E
S89° 31' 21.17"E
N8° 06' 41.14"E
S48° 14' 39.80"E
S48° 14' 39.80"E
N89° 34' 40.21"W
N89° 32' 58.89"W
S0° 28' 38.83"W
N89° 31' 21.17"W
S89° 31' 21.17"E
S0° 28' 38.83"W
S89° 19' 16.57"E
S26° 41' 58.17"E
S64° 10' 15.28"W
S32° 28' 55.48"E
S37° 58' 35.55"E
LINE AND CURVE TABLE
LABEL
51C
52C
53L
54C
55L
56C
57L
58L
59L
60L
61L
62L
63L
64L
65C
66L
67C
68L
69C
70L
71C
72L
73L
74L
75L
LENGTH/RADIUS
27.50
35.50
10.50
46.00
1.53
47.50
4.94
25.22
13.07
4.00
6.00
0.99
0.94
1.50
46.00
10.50
35.50
10.50
46.00
1.50
47.50
7.58
23.96
12.00
16.71
DIRECTION/DELTA
18°39'34.35"
53°01'09.46"
N39° 11' 48.33"E
7°31'58.96"
N30° 20' 40.01"E
12°37'00.37"
N1° 31' 22.91"E
S70° 35' 11.68"E
S1° 31' 22.91"W
S88° 28' 37.09"E
S1° 31' 22.91"W
N88° 28' 37.09"W
N26° 34' 14.18"W
S61° 49' 59.06"W
8°40'15.68"
N52° 06' 55.17"E
65°58'56.91"
N61° 54' 07.92"W
6°16'35.97"
N68° 10' 43.89"W
5°42'30.85"
N88° 28' 37.09"W
N1° 31' 22.91"E
S88° 28' 37.09"E
S1° 31' 18.15"W
LINE AND CURVE TABLE
LABEL
76L
77C
78C
79C
80C
81C
82C
83C
84C
85C
86L
87L
88C
89C
90L
91L
92L
93C
94C
95L
96L
97L
98L
99C
100L
LENGTH/RADIUS
11.96
35.50
27.50
37.00
37.00
20.00
28.00
20.00
31.00
30.33
10.00
5.56
10.00
53.00
16.00
16.00
3.55
6.00
4.00
5.72
10.00
14.87
1.25
4.00
1.25
DIRECTION/DELTA
S52° 12' 55.88"E
63°39'51.25"
5°47'25.03"
39°54'40.95"
34°24'41.94"
32°09'25.95"
205°16'16.50"
32°09'25.95"
90°24'51.60"
89°51'26.04"
N89° 34' 40.21"W
S0° 28' 38.83"W
23°15'04.27"
14°40'37.84"
S80° 56' 54.73"E
N83° 31' 06.94"E
N6° 28' 53.06"W
92°14'53.16"
129°06'47.79"
N43° 20' 47.69"W
S41° 45' 20.20"W
S88° 20' 47.69"E
N1° 39' 09.82"E
180°00'01.10"
S1° 39' 09.82"W
LINE AND CURVE TABLE
LABEL
101L
102L
103C
104L
105L
106L
107L
108L
109L
110L
111L
112L
113L
114L
115L
116L
117L
118L
119L
120L
121L
122L
123L
124L
125L
LENGTH/RADIUS
14.87
1.25
4.00
5.72
11.00
4.28
41.20
3.88
3.24
19.08
8.00
14.87
12.91
2.12
11.00
18.62
9.47
15.76
10.74
9.22
10.94
8.51
2.29
7.19
4.00
DIRECTION/DELTA
S88° 20' 47.69"E
N1° 39' 12.31"E
135°00'03.10"
S43° 20' 47.69"E
N46° 39' 12.31"E
S48° 14' 39.80"E
S48° 14' 39.80"E
S48° 14' 39.80"E
S88° 20' 47.69"E
S88° 20' 47.69"E
S88° 20' 47.69"E
S88° 20' 47.69"E
S88° 20' 47.69"E
N46° 39' 12.31"E
N46° 39' 12.31"E
S43° 20' 47.69"E
S88° 22' 50.90"E
N29° 44' 45.97"E
S17° 14' 20.40"W
S88° 26' 04.57"E
S1° 21' 51.81"W
S72° 37' 34.80"W
S88° 39' 00.88"E
N1° 24' 25.13"E
N1° 49' 08.20"E
LINE AND CURVE TABLE
LABEL
126L
127L
128L
129L
130L
131L
132L
133L
LENGTH/RADIUS
8.00
4.00
4.00
8.00
4.00
4.00
8.00
4.00
DIRECTION/DELTA
S88° 10' 51.80"E
S1° 49' 08.20"W
N1° 24' 51.62"E
S88° 35' 08.38"E
S1° 24' 51.62"W
N1° 29' 38.39"E
S88° 30' 21.61"E
S1° 29' 38.39"W
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
7
HOR: 1"=10'
APRIL 2025
CAG-25-044XX SURVEYOR XX
TS, EC
TS, EC, BD
JTJ
J.T. JOHNSON, G. ESTEP
CITY OF RENTON
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
1-800-424-5555 or 811
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
NO.BY DATEREVISION COMMENTS APPR
100% DESIGN
25
World Cup Legacy Square - Phase 1
Community & Economic Development,
Public Works, Parks & Recreation
100% REVIEW
SUBMITTAL HARDSCAPE PLAN - LINE AND CURVE TABLE
C1.1
NOTES
1.SEE SHEETS C1.0 FOR LINE AND CURVE LABEL PLAN LOCATIONS.
LINE AND CURVE TABLE LEGEND
XXL
XXC
XX1
LINE LABEL NUMBER
CURVE LABEL NUMBER
LINE/CURVE OF PROPOSED IMPROVEMENTS TO MATCH
NEAREST SCORING OR JOINT LOCATION OF EXISTING CONCRETE.
Docusign Envelope ID: 6DBBB0D8-C0DE-4028-82B1-69ACAB5FF0A4
LO
G
A
N
A
V
E
S
S 3RD ST
#1, 34.84'
#4, 35.20'
#6, 35.00'
#8, 34.91'
#14, 34.85'
#16, 35.23'
#20, 35.05'
#28, 35.34'
#29, 35.56'
#31, 36.10'
#33, 36.00'
#35, 36.10'
#2, 34.82'
#3, 34.90'
#5, 35.35'
#7, 35.15'
#9, 35.25'
#13, 34.95'
#15, 34.97'#17, 35.36'#19, 35.48'
#21, 35.17'#24, 35.23'
#44, 36.63'
#45, 36.37'
#10, 35.17'
#11, 34.99'
#22, 35.18'
#49, 35.58'
#50, 35.50'
#51, 35.61'
#52, 35.53'
#53, 35.90'
#54, 35.90'
#56, 35.53'
#57, 35.61'
#58, 35.50'
#59, 35.58'
#60, 35.13'
#61, 35.39'
#62, 35.46'
#63, 35.46'
#64, 35.54'
#65, 35.31'
#66, 35.13'
#69, 35.43'
#70, 35.31'#71, 35.13'
#72, 35.33'
#73, 35.21'
#74, 35.03'
#75, 35.14'#76, 35.02'
#77, 34.99'
#78, 34.95'
#79, 34.83'
#80, 34.96'
#86, 34.87'
#87, 34.82'
#90, 35.59'
#91, 35.39'
#92, 35.42'
#93, 35.59'#94, 35.65'#95, 35.80'
#96, 35.80'
#97, 35.82'
#98, 35.96'
#99, 35.83'
#100, 35.88'
#101, 35.93'
#103, 36.19'
#108, 35.77'
#107, 35.74'
#106, 35.69'#105, 35.55'#104, 35.35'
#46, 36.51'
#47, 36.57'
#48, 36.62'
#159, 36.38'
#157, 36.43'
#158, 36.44'
MATCH EX
TBC, TYP.
MATCH EX
TBC, TYP.
TRENCH DRAIN, SEE
UTILITY SHEETS & DETAILS
TRENCH DRAIN,
SEE UTILITY
SHEETS & DETAILS
12.00'
PITCH AND ADJACENT
SIDEWALK SLOPE TO
TRENCH DRAIN
35
35
3
5
35
35
36
37
37
3
7
38
38
38
36
37
TOP CONC WALL
0.5' ABOVE
ADJACENT WALK
TOP CONC WALL
EL = 38.40'
TOP CONC WALL
EL = 38.40'
TOP CONC WALL
EL = 37.40'
TOP CONC WALL
EL = 37.40'
LIGHTING BASE AREA
EL = 36.63'
0.
8
3
%
0.
8
3
%
1.23%
1
.
5
2
%
1
.
1
0
%
0.89
%
2.
0
8
%
2.
0
8
%
1.68%
1.6
2
%
3.52
%
4.80%
1.4
2
%
1.51
%
1.
3
5
%
1.53
%
1.14%
1.
3
4
%
1
.
7
5
%
12.00'
1
2
.
0
0
'
5.
0
0
'
CONC STAIRS
CONC STAIRS
CONC STAIRS
CONC STAIRS
CONC STAIRS
TRENCH DRAIN
AT LOW POINT
SLOPE CORNER TO DRAIN
TO TRENCH DRAIN, TYP.
0.91
%
CONC SIDEWALK
CROSS SLOPE = 1.5%, TYP.
CONC SIDEWALK
CROSS SLOPE = 1.5%, TYP.
CONC SIDEWALK
CROSS SLOPE = 1.5%, TYP.CONC SIDEWALK
CROSS SLOPE = 1.5%, TYP.
INLET AT LOW POINT
1.
5
0
%
0.25%
TRENCH DRAIN GRATE
HIGH POINT, 35.25'
8.00'
1.50%
1.50%
ACCESS ROAD
CROSS SLOPE = 1.5%, TYP.
1.50%
1.69%
STEP IN WALL
37.40' TO 38.40'
STEP IN WALL
37.40' TO 38.40'
PLANTER
AREA, TYP.
0.
8
3
%
0.
8
3
%
2.74
%
#18, 35.36'
3
2
3
2
1
1
2 2
2
LIGHTING
BASE AREA
EL = 35.98'
LIGHTING BASE AREA
EL = 35.82'
LIGHTING
BASE AREA
EL = 35.92'
#23, 35.24'
#55, 35.87'
1.
0
9
%
0.
3
9
%
1.53%
1.50%
#171,
36.73'
#172, 36.58'
#173, 36.58'
#174, 36.70'
#176, 36.51'
#175, 36.39'
#147, 36.32'
#177, 36.52'
#149, 36.10'
#148, 35.96'
#178, 36.61'
1.50%
1.
5
0
%
1.
5
0
%
TOP CONC WALL
EL = 38.40'7
TOP CONC WALL
EL = 38.40'7
TRENCH DRAIN GRATE
HIGH POINT, 35.13'
#67, 35.50'
#68, 35.23'
1.18
%
TRENCH DRAIN
CONC GUTTER
HIGH POINT
4.
7
8
%
#102, 35.91'
#150, 36.31'
#151, 36.23'
#152, 36.33'
#153, 36.33'
#154, 36.30'
#155, 36.32'
#156, 36.39'
6.0
0
'
6.00'
3.0
2
%
1.49%
SLOPE PLAY
AREA TO
DRAIN TO
INLET AT LOW
POINT
6
CONC VERTICAL CURB8
5 CONC BENCH
1.5' TALL
8
HOR: 1"=10'
APRIL 2025
CAG-25-044XX SURVEYOR XX
TS, EC
TS, EC, BD
JTJ
J.T. JOHNSON, G. ESTEP
CITY OF RENTON
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
1-800-424-5555 or 811
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
NO.BY DATEREVISION COMMENTS APPR
100% DESIGN
25
World Cup Legacy Square - Phase 1
Community & Economic Development,
Public Works, Parks & Recreation
100% REVIEW
SUBMITTAL GRADING PLAN
C2.0
MATCH LINE B
SANITARY SEWER CONNECTION
MAT
C
H
L
I
N
E
A
STOR
M
D
R
A
I
N
C
O
N
N
E
C
T
I
O
N
NOTES
1.SEE SHEET C2.3 GRADING POINT TABLE
2.PROPOSED CONTOURS ARE APPROXIMATE. CONTRACTOR TO
MATCH CONTOURS TO EXISTING GRADE ALONG PROJECT
BOUNDARIES
3.SEE SHEET C3.2 FOR UTILITY DETAILS
NORTH CURB AREA
GRADING PLAN ENLARGEMENT
S 3RD ST ACCESS GRADING
PLAN ENLARGEMENT
UPPER AND PLAY AREA
GRADING PLAN ENLARGEMENT
1
C2.1
1
C2.2
2
C2.2
GRADING KEY NOTES
FUTSAL COURT CONC WALL PER DETAIL 6 ON SHEET L1.1
CONC STAIRS PER DETAIL 4 ON SHEET L1.2
FUTSAL COURT CONC SEAT WALL PER DETAIL 1 ON SHEET L1.1
PLANTER CONC SEAT WALL AND CONC BENCH PER DETAIL 4 ON
SHEET L1.1
SINGLE SIDE SEATING CONC BENCH PER DETAIL 5 ON SHEET L1.1
PLAY AREA CONC WALL PER DETAIL 7 ON SHEET L1.1
VIEWING AREA CONC WALL PER DETAIL 8 ON SHEET L1.1
CONC VERTICAL CURB PER DETAIL X ON SHEET L1.1
1
2
3
4
5
6
7
8
N
MAT
C
H
L
I
N
E
A
STOR
M
D
R
A
I
N
C
O
N
N
E
C
T
I
O
N
MATCH LINE B
SANITARY SEWER CONNECTION LEGEND
SEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW.
PROPERTY LINE
APPROX LIMITS OF WORK
6' HIGH TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE
6' HIGH TREE PROTECTION FENCE WITH CONCRETE SHOES
MAJOR CONTOUR
MINOR CONTOUR
GRADING POINT
POINT NUMBEREL
E
V
A
T
I
O
N
#XX, XX.XX'
Docusign Envelope ID: 6DBBB0D8-C0DE-4028-82B1-69ACAB5FF0A4
#36, 36.09'#37, 35.99'#38, 35.96'
#39, 36.08'
#40, 36.11'#41, 36.14'
#42, 36.14'
#43, 36.13'#44, 36.63'
#45, 36.37'
#53, 35.90'
#54, 35.90'
#91, 35.39'
#92, 35.42'
#93, 35.59'#94, 35.65'#95, 35.80'
#96, 35.80'
#97, 35.82'
#98, 35.96'
#99, 35.83'
#101, 35.93'
#184, 36.31'
#182, 36.34'
#109, 38.40'
#110, 38.40'
#111, 38.47'
#112, 38.47'
#113, 38.47'
#114, 38.35'
#186, 37.58'
#189, 37.58'#116, 38.23'
#115, 38.35'
#117, 38.41'
#118, 38.43'
#119, 38.42'
#120, 38.49'
#121, 38.58'
#122, 38.42'
#123, 38.37'#124, 38.35'
#125, 38.41'
#126, 38.43'#127, 38.32'
#128, 38.31'
#129, 38.35'
#130, 38.42'
#131, 38.43'
#132, 38.30'
#133, 38.40'
#134, 38.40'
#135, 38.40'
#136, 38.40'
#137, 38.40'
#138, 38.38'
#139, 38.40'
#140, 38.40'
#141, 38.40'
#142, 38.40'
#143, 38.40'
#144, 38.20'
#145, 38.20'
#146, 38.20'
#46, 36.51'
#47, 36.57'
#48, 36.62'
#165, 36.94'
#166, 36.89'
#159, 36.38'
#170, 36.84'
#179, 36.79'
#164, 36.99'
#163, 36.90'
#161, 37.05'
#168, 36.86'
#169, 36.73'
#185, 36.22'
#188, 37.49'
#187, 37.49'
#162, 36.94'
#157, 36.43'
#158, 36.44'
#192, 36.77'
#180, 36.68'
#181, 36.22'
#191, 36.59'
#190, 36.69'
#125, 38.41'
#129, 38.35'
PITCH AND ADJACENT SIDEWALK SLOPE TO TRENCH
36
37
37
3
7
38
38
38
36
37
TOP CONC BENCH
EL = 39.93'
TOP CONC SEAT WALL
EL = 37.40'
TOP CONC BENCH
EL = 40.06'
TOP CONC WALL
0.5' ABOVE
ADJACENT WALK
TOP CONC WALL
EL = 38.40'
TOP CONC WALL
EL = 38.40'
LIGHTING BASE AREA
EL = 36.63'
TOP CONC SEAT WALL
EL = ±37.27'
MATCH ADJACENT STAIRS
TOP CONC SEAT WALL
EL = ±37.38'
MATCH ADJACENT STAIRS
0.
8
3
%
1.23
%
1
.
5
2
%
3.52
%
4.80%
1.4
2
%
1.51
%
1.
3
5
%
1.53
%
1.14%
1.
3
4
%
1
.
7
5
%
CONC STAIRS
CONC STAIRS
CONC STAIRS CONC STAIRS
CONC STAIRS
TRENCH DRAIN
AT LOW POINT
INLET AT LOW POINT
STEP IN WALL
37.40' TO 38.40'
0.
8
3
%
0.
8
3
%
13.0
0
'
2.50'
4.
3
3
'
8.80
'
9.58
'
10.0
0
'
HEIGHT = 2.50'
BOTTOM OF STAIRS
ELEV. 35.90'
TOP OF STAIRS
ELEV. 38.40'
HEIGHT = 2.84'HEIGHT = 2.67'
1.25'
R4.00'
1.25'
R4.00'
R4.00'
R6.
0
0
'
HEIGHT = 2.60'
TOP CONC BENCH
EL = 39.93'
SLOPE TO EX GRADE
4.
3
3
'
13.0
0
'
2.50'
17.0
8
'
6.66
'
HEIGHT = 2.26'
19.08'8.00'14.87'12.91'2.12
'
11.0
0
'
14.87'
14.87'
1.25'
5.
7
2
'
5.
7
2
'
R53.00'
25.6
7
'
22.7
7
'
10.00'
1.
1
5
%
1.09%
1.5
6
%
0.87%
0.74%
1.43
%
9.
2
6
%
1.
5
3
%
1.
3
6
%
1.
5
4
%
1.
8
9
%
1.53
%
0.90%
1.01%
1.23
%
1.50
%
1.
5
0
%
0.
5
0
%
0.59%0.00%
1.00%
4.43%
3.37
%
5.27'10.00'
10
.
0
0
'
8.
0
0
'
0.
5
1
%
3.
2
2
%
7.5
0
'
10.5
0
'
8.
0
0
'
6.00'
1.50%
1.50%
10
.
0
0
'
1
.
5
0
%
1.
5
0
%
3.1
1
%
3.9
5
%
3.8
4
%
10
.
7
4
'
1.50%
1.2
8
%
#167, 36.82'
1.00
%
3
3
2
3
TOP CONC SEAT WALL
EL = 37.40'3
2
4
2
4
2
4
4
5
2
TOP CONC WALL
EL = 37.40'1
LIGHTING BASE AREA
EL = 35.92'
5.98'
#171,
36.73'
#147, 36.32'
#177, 36.52'
#178, 36.61'
2.29%
TOP CONC WALL
EL = 37.40'1
TOP CONC WALL
EL = 38.40'7
TOP CONC WALL
EL = 38.40'7
4.
7
8
%
1
.
4
9
%
1.00
%
4.80
%
4.8
0
%
0.
5
5
%
0.
6
9
%
7.50'
7
.
5
0
'
6.0
0
'
6.00
'
10.
5
0
'
3.0
2
%
1.
5
0
%
1.5
0
%
0.9
0
%
1.1
4
%
6.0
0
'
1.5
0
%
1.5
0
%
0.00
%
0.00
%
6.00
'
#183, 36.34'
1.
4
9
%
1.0
7
%
1.49%
8.00
'
0.82
%
?
?
?
0.61
%
#160, 37.01'
2
.
7
1
%
4
.
0
1
%
LANDSCAPE
BOULDER, TYP.
4.80%
4.80%
16.00'
SLOPE TO
EX GRADE
SLOPE TO
EX GRADE
SLOPE PLAY AREA TO DRAIN
TO INLET AT LOW POINT
LANDSCAPE
BOULDER, TYP.
6
CONC VERTICAL CURB8
CONC BENCH
1.5' TALL5
CONC BENCH
1.5' TALL5
CONC BENCH
1.5' TALL5
9
HOR: 1"=5'
APRIL 2025
CAG-25-044XX SURVEYOR XX
TS, EC
TS, EC, BD
JTJ
J.T. JOHNSON, G. ESTEP
CITY OF RENTON
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
1-800-424-5555 or 811
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
NO.BY DATEREVISION COMMENTS APPR
100% DESIGN
25
World Cup Legacy Square - Phase 1
Community & Economic Development,
Public Works, Parks & Recreation
100% REVIEW
SUBMITTAL
N
GRADING PLAN ENLARGEMENTS (1 OF 2)
C2.1
SCALE:
UPPER AND PLAY AREA ENLARGEMENT
1" = 5'1
LEGEND
SEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW.
PROPERTY LINE
APPROX LIMITS OF WORK
6' HIGH TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE
6' HIGH TREE PROTECTION FENCE WITH CONCRETE SHOES
MAJOR CONTOUR
MINOR CONTOUR
GRADING POINT
NOTES
1.SEE SHEET C2.3 FOR GRADING POINT TABLE
2.PROPOSED CONTOURS ARE APPROXIMATE. CONTRACTOR TO MATCH
CONTOURS TO EXISTING GRADE ALONG PROJECT BOUNDARIES
3.SEE SHEET C3.2 AND C3.3 FOR UTILITY DETAILS
P
O
I
N
T
N
U
M
B
E
R
ELEVATION
#XX, XX.XX'
GRADING KEY NOTES
FUTSOL COURT CONC WALL PER DETAIL 6 ON SHEET L1.1
CONC STAIRS PER DETAIL 4 ON SHEET L1.1
FUTSAL COURT CONC SEAT WALL PER DETAIL 1 ON SHEET L1.1
PLANTER CONC SEAT WALL AND CONC BENCH PER DETAIL 4 ON SHEET L1.1
SINGLE SIDE SEATING CONC BENCH PER DETAIL 5 ON SHEET L1.1
PLAY AREA CONC WALL PER DETAIL 7 ON SHEET L1.1
VIEWING AREA CONC WALL PER DETAIL 8 ON SHEET L1.1
CONC VERTICAL CURB PER DETAIL X ON SHEET L1.1
1
2
3
4
5
6
7
8
Docusign Envelope ID: 6DBBB0D8-C0DE-4028-82B1-69ACAB5FF0A4
#75, 35.14'
#76, 35.02'
#77, 34.99'
#78, 34.95'
#79, 34.83'
#80, 34.96'
#81, 34.69'
#82, 34.62'
#83, 34.73'
#84, 34.67'
#85, 34.74'#86, 34.87'
#87, 34.82'
#88, 34.35'#89, 34.48'
TRENCH DRAIN, SEE
UTILITY SHEETS & DETAILS
12.00'
35
CONC SIDEWALK
CROSS SLOPE = 1.5%, TYP.
0.25%1.50%1.69%
2.50'12.00'2.50'
4.
0
0
'
1.08%
1.
5
0
%
1.
5
0
%
6.
0
0
'
MATCH EX
TBC, TYP.
SAWCUT AT
EX JOINT
9.
7
5
%
9.
7
5
%
1.23%
1.08%1.50%
8.00'
MATCH EX
TBC, TYP.
#4, 35.20'#6, 35.00'
#8, 34.91'
#14, 34.85'
#16, 35.23'#20, 35.05'#28, 35.34'
#29, 35.56'#31, 36.10'#33, 36.00'
#35, 36.10'
#5, 35.35'
#7, 35.15'
#9, 35.25'
#12, 35.13'
#13, 34.95'
#15, 34.97'
#17, 35.36'
#19, 35.48'
#21, 35.17'
#24, 35.23'
#25, 35.46'
#26, 35.42'
#27, 35.38'
#30, 35.63'#32, 36.17'
#34, 36
.
0
7
'
#36, 36.09'
#37, 35.99'
#38, 35.96'
#39, 36
.
0
8
'
#40, 36.11'
#41, 36.14'
#42, 36.14'#43, 36.13'
#44, 36.63'
#45, 36.37'
#10, 35.17'
#11, 34.99'
#22, 35.18'
#49, 35.58'
#50, 35.50'
#51, 35.61'
#52, 35.53'
#110, 38.40'
#46, 36.51'
#47, 36.57'
MATCH EX
TBC, TYP.
35
35
35
36
3
8
CONC S
T
A
I
R
S
CONC SIDEWALK
CROSS SLOPE =
1.5%, TYP.
HEIGHT
=
2
.
2
6
'
7.8
3
'
2.7
4
%
1.77%
19.19
'
10.00'
3.01
%
24
.
7
3
%
2.
2
3
%
1.
5
0
%
1.
5
0
%
3.88%1.52%2.80%
1.5
0
%
1
.
5
0
%
0
.
5
0
%
0.59%
0.00%
1.00%
4.43%
3.37%
0
.
4
1
%
5.27'
10.00'
1
0
.
0
0
'
8
.
0
0
'
11
.
6
1
'
1.30
%
1.
5
0
%
1.
6
0
%
1.
5
0
%
0.
8
6
%
5.99%
1.00%2.80%5.86%
4.82%
5.12%
#18, 35.36'
1.
8
1
%
1.
0
0
%
1.
0
0
%
0.51
%
10.1
0
%
3.22
%
2.81
%
ADA LANDING, SLOPES
SHALL NOT EXCEED
2.0% IN ANY DIRECTION
7.00'9.05'10.27'
4.15'
6.50'16.03'6.45'
0.77%
8.
0
0
'
4.00'
15.7
4
'
3.
4
4
'
6.99%
7.02%
1.
5
0
%
1.
5
0
%
1.
5
0
%
4.
5
0
'
7.76'8.30'
2.75%
MATCH EX
TBC, TYP.
1.40%
4.00'
1.50
%
MATCH EX
TBC, TYP.
2
CONC SIDEWALK
CROSS SLOPE = 1.5%, TYP.
CONC SIDEWALK
CROSS SLOPE = 1.5%, TYP.
LIGHTIN
G
B
A
S
E
A
R
E
A
EL = 35.
8
2
'
0.75'
5.98'
#23, 35.24'
TOP CO
N
C
W
A
L
L
EL = 37.
4
0
'
1
1.50
%
10
HOR: 1"=5'
APRIL 2025
CAG-25-044XX SURVEYOR XX
TS, EC
TS, EC, BD
JTJ
J.T. JOHNSON, G. ESTEP
CITY OF RENTON
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
1-800-424-5555 or 811
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
NO.BY DATEREVISION COMMENTS APPR
100% DESIGN
25
World Cup Legacy Square - Phase 1
Community & Economic Development,
Public Works, Parks & Recreation
100% REVIEW
SUBMITTAL
N
GRADING PLAN ENLARGEMENTS (2 OF 2)
C2.2
N
SCALE:
NORTH CURBLINE AND ADJACENT AREA - PLAN ENLARGEMENT
1" = 5'1
SCALE:
SOUTH DRIVEWAY DROP - PLAN ENLARGEMENT
1" = 5'2
NOTES
1.SEE SHEET C2.3 FOR GRADING POINT TABLE
2.PROPOSED CONTOURS ARE APPROXIMATE. CONTRACTOR TO
MATCH CONTOURS TO EXISTING GRADE ALONG PROJECT
BOUNDARIES
3.SEE SHEET C3.2 AND C3.3 FOR UTILITY DETAILS
GRADING KEY NOTES
FUTSAL COURT CONC WALL PER DETAIL 6 ON SHEET L1.1
CONC STAIRS PER DETAIL 4 ON SHEET L1.2
1
2
LEGEND
SEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW.
PROPERTY LINE
APPROX LIMITS OF WORK
6' HIGH TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE
6' HIGH TREE PROTECTION FENCE WITH CONCRETE SHOES
MAJOR CONTOUR
MINOR CONTOUR
GRADING POINT
P
O
I
N
T
N
U
M
B
E
R
EL
E
V
A
T
I
O
N
#XX, XX.XX'
Docusign Envelope ID: 6DBBB0D8-C0DE-4028-82B1-69ACAB5FF0A4
Point Table
POINT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
NORTHING
178210.55
178206.30
178201.09
178196.03
178186.56
178193.66
178184.22
178190.66
178182.15
178178.42
178170.43
178181.19
178177.75
178185.88
178178.25
178183.67
178176.08
178178.09
178170.55
178176.18
178168.56
178168.05
178165.39
178165.81
178155.33
178161.30
178164.53
178168.72
178165.98
178161.73
EASTING
1299952.69
1299951.18
1299949.32
1299993.62
1299990.26
1300000.21
1299996.85
1300008.77
1300002.68
1299999.35
1300008.31
1300005.38
1300015.07
1300022.35
1300019.64
1300028.47
1300025.77
1300044.03
1300041.34
1300049.39
1300046.96
1300047.52
1300050.50
1300050.88
1300062.62
1300067.94
1300069.09
1300070.56
1300078.41
1300076.90
ELEV.
34.84
34.82
34.90
35.20
35.35
35.00
35.15
34.91
35.25
35.17
34.99
35.13
34.95
34.85
34.97
35.23
35.36
35.36
35.48
35.05
35.17
35.18
35.24
35.23
35.46
35.42
35.38
35.34
35.56
35.63
DESC.
TOC/ME
TOC/ME
TOC
TOC/ME
TOC
TOC/ME
TOC
TOC/ME
TOP/TOC
TOP
TOP/TOC
TOC/TOP
TOP/TOC
TOC/ME
TOC
TOC/ME
TOC
TOC/ME
TOC
TOC/ME
TOC
TOC
TOC/BW
TOC/BW
TOC/BW
TOC
TOC
TOC/ME
TOC/ME
TOC
Point Table
POINT
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
NORTHING
178163.36
178159.11
178158.25
178154.02
178158.18
178148.38
178148.47
178148.51
178142.54
178138.49
178138.45
178138.38
178140.38
178140.29
178148.29
178144.22
178144.12
178142.48
178160.06
178156.73
178161.97
178162.28
178132.90
178067.92
178068.05
178095.14
178100.63
178106.75
178110.08
178117.46
EASTING
1300085.67
1300084.20
1300099.86
1300098.34
1300108.74
1300097.53
1300087.53
1300082.27
1300076.94
1300081.47
1300087.45
1300097.45
1300097.47
1300108.59
1300108.66
1300108.62
1300116.51
1300116.57
1300039.05
1300042.78
1300048.34
1300053.83
1300086.74
1300028.73
1300024.24
1299993.90
1299993.58
1299998.16
1299994.43
1299968.89
ELEV.
36.10
36.17
36.00
36.07
36.10
36.09
35.99
35.96
36.08
36.11
36.14
36.14
36.13
36.63
36.37
36.51
36.57
36.62
35.58
35.50
35.61
35.53
35.90
35.90
35.87
35.53
35.61
35.50
35.58
35.13
DESC.
TOC/ME
TOC
TOC/ME
TOC
TOC/ME
TOC
TOC
TOC
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC
TOC/ME
TOC/ME
TOC/ME
TOC/ME
TOC
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC
TOC
Point Table
POINT
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
NORTHING
178101.50
178098.17
178097.67
178138.63
178138.27
178130.28
178132.61
178124.30
178117.88
178117.70
178117.42
178084.75
178084.57
178084.29
178073.42
178073.23
178072.95
178062.30
178062.03
178061.62
178059.55
178052.36
178059.49
178052.12
178056.03
178055.62
178051.54
178052.04
178051.62
178081.24
EASTING
1299986.77
1299990.50
1299990.05
1299947.88
1299963.51
1299972.47
1299947.74
1299968.78
1299947.40
1299955.40
1299967.39
1299946.63
1299954.63
1299966.63
1299946.37
1299954.37
1299966.37
1299946.12
1299954.11
1299966.11
1299943.70
1299943.52
1299945.99
1299951.38
1299953.97
1299965.97
1299968.37
1299953.88
1299965.88
1300008.46
ELEV.
35.39
35.46
35.46
35.54
35.31
35.13
35.50
35.23
35.43
35.31
35.13
35.33
35.21
35.03
35.14
35.02
34.99
34.95
34.83
34.96
34.69
34.62
34.73
34.67
34.74
34.87
34.82
34.35
34.48
35.59
DESC.
TOC
TOC/BW
TOC/BW
TOP
TOP
TOP/TOC
TOP
TOP/TOC
TOP
TOP
TOP/TOC
TOP
TOP
TOP/TOC
TOP
TOP
TOP/TOC
TOP
TOP/TOC
TOP/TOC
TOC/ME
TOC/ME
TOC
TOC
TOC
TOC
TOC
TOC
TOC
TOC/BW
Point Table
POINT
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
NORTHING
178064.80
178064.71
178064.16
178063.93
178063.50
178063.13
178064.58
178072.13
178058.60
178058.33
178061.39
178058.06
178057.81
178049.37
178048.53
178047.48
178047.15
178046.88
178133.45
178133.38
178128.77
178123.88
178119.71
178110.89
178096.57
178096.85
178093.32
178086.66
178084.12
178079.93
EASTING
1300026.87
1300030.11
1300049.18
1300057.18
1300072.04
1300084.94
1300086.49
1300094.49
1300107.26
1300116.73
1300118.48
1300126.14
1300135.36
1300045.93
1300074.11
1300112.63
1300124.62
1300135.07
1300087.41
1300097.41
1300097.37
1300096.52
1300094.89
1300092.70
1300092.38
1300094.86
1300095.26
1300089.74
1300086.31
1300087.13
ELEV.
35.39
35.42
35.59
35.65
35.80
35.80
35.82
35.96
35.83
35.88
35.93
35.91
36.19
35.35
35.55
35.69
35.74
35.77
38.40
38.40
38.47
38.47
38.47
38.35
38.35
38.23
38.41
38.43
38.42
38.49
DESC.
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC
TOC
TOC
TOC
TOC/ME
TOC/ME
TOC/ME
TOC/ME
TOC/ME
TOC/ME
TOC/BW
TOC/BW
TOC
TOC
TOC
TOC
TOC
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC/BW
Point Table
POINT
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
NORTHING
178075.77
178068.22
178072.38
178073.37
178069.75
178068.50
178068.93
178070.18
178074.29
178070.41
178069.16
178069.59
178076.73
178083.30
178084.96
178094.66
178091.77
178100.23
178103.11
178112.81
178111.15
178123.89
178128.85
178078.32
178097.17
178106.89
178147.34
178152.28
178143.89
178130.83
EASTING
1300091.05
1300083.05
1300079.13
1300074.80
1300072.22
1300072.19
1300057.32
1300057.36
1300053.47
1300049.36
1300049.32
1300034.46
1300040.84
1300046.70
1300044.84
1300053.49
1300056.72
1300064.27
1300061.04
1300069.70
1300071.56
1300082.94
1300087.37
1300062.29
1300079.12
1300082.52
1300154.51
1300154.64
1300178.42
1300178.08
ELEV.
38.58
38.42
38.37
38.35
38.41
38.43
38.32
38.31
38.35
38.42
38.43
38.30
38.40
38.40
38.40
38.40
38.40
38.38
38.40
38.40
38.40
38.40
38.40
38.20
38.20
38.20
36.32
35.96
36.10
36.31
DESC.
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC/BW
TOC
TOC
TOC
TOC
TOC
TOC
TOC
TOC
TOC
TOC
TOC
TOC/LP
TOC/LP
TOC/LP
TOC/ME
TOC
TOC
TOC
Point Table
POINT
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
NORTHING
178130.72
178124.72
178124.75
178125.59
178124.88
178130.68
178138.08
178141.58
178142.88
178129.20
178133.40
178127.07
178123.88
178128.01
178129.94
178124.23
178119.62
178124.13
178089.24
178085.71
178080.76
178085.32
178084.77
178080.47
178080.27
178056.33
178056.64
178073.35
178080.68
178085.27
EASTING
1300182.08
1300181.92
1300180.93
1300180.51
1300179.19
1300175.34
1300168.11
1300163.19
1300163.94
1300117.25
1300122.36
1300126.39
1300122.54
1300118.18
1300161.47
1300167.06
1300161.14
1300156.73
1300163.74
1300170.36
1300179.62
1300181.76
1300183.14
1300181.16
1300188.74
1300188.10
1300176.11
1300176.55
1300167.10
1300161.17
ELEV.
36.23
36.33
36.33
36.30
36.32
36.39
36.43
36.44
36.38
37.01
37.05
36.94
36.90
36.99
36.94
36.89
36.82
36.86
36.73
36.84
36.73
36.58
36.58
36.70
36.39
36.51
36.52
36.61
36.79
36.68
DESC.
TOC
TOC
TOC
TOC
TOC
TOC
TOC/BW
TOC/BW
TOC
TOC/ME
TOC/BW
TOC/BW
TOC/BW
TOC/ME
TOC/ME
TOC/ME
TOC/BW
TOC/BW
TOC/BW
TOC
TOC
TOC
TOC/ME
TOC/ME
TOC/ME
TOC/ME
TOC/ME
TOC
TOC
TOC/BW
1
1
1
1
1
1
1
2
2
2
2
2
2
Point Table
POINT
181
182
183
184
185
186
187
188
189
190
191
192
NORTHING
178075.49
178068.32
178070.71
178072.01
178077.22
178108.37
178107.43
178099.05
178098.38
178107.33
178099.13
178103.01
EASTING
1300131.52
1300129.30
1300123.81
1300124.55
1300127.53
1300108.50
1300114.42
1300114.24
1300108.27
1300115.08
1300114.90
1300167.03
ELEV.
36.22
36.34
36.34
36.31
36.22
37.58
37.49
37.49
37.58
36.69
36.59
36.77
DESC.
TOC
TOC/ME
TOC/BW
TOC/BW
TOC/BW
TOC
TOC/BW
TOC/BW
TOC
TOC/BW
TOC/BW
TOC/LP
1
2
2
11
HOR: 1"=5'
APRIL 2025
CAG-25-044XX SURVEYOR XX
TS, EC
TS, EC, BD
JTJ
J.T. JOHNSON, G. ESTEP
CITY OF RENTON
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
1-800-424-5555 or 811
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
NO.BY DATEREVISION COMMENTS APPR
100% DESIGN
25
World Cup Legacy Square - Phase 1
Community & Economic Development,
Public Works, Parks & Recreation
100% REVIEW
SUBMITTAL GRADING POINTS
C2.3
NOTES
1.SEE SHEETS C2.0, C2.1, C2.2 FOR
GRADING POINT PLAN LOCATIONS
GRADING POINT LEGEND
BW
FG
ME
TOC
TOP
XX1
XX2
BOTTOM OF WALL FACE AS IT MATCHES ADJACENT SURFACE
FINISHED GRADE
MATCH EXISTING
TOP OF CONCRETE / CONCRETE CURB
TOP OF PAVEMENT (ASPHALT)
ELEVATION TO MATCH BOTTOM STAIRS/ BOTTOM OF WALL
FACE WITH ADJACENT SURFACE
ELEVATION TO MATCH TOP STAIRS/ BOTTOM OF WALL FACE
WITH ADJACENT SURFACE
Docusign Envelope ID: 6DBBB0D8-C0DE-4028-82B1-69ACAB5FF0A4
12
HOR: 1"=10'
APRIL 2025
CAG-25-044XX SURVEYOR XX
TS, EC
TS, EC, BD
JTJ
J.T. JOHNSON, G. ESTEP
CITY OF RENTON
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
1-800-424-5555 or 811
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
NO.BY DATEREVISION COMMENTS APPR
100% DESIGN
25
World Cup Legacy Square - Phase 1
Community & Economic Development,
Public Works, Parks & Recreation
100% REVIEW
SUBMITTAL UTILITY NOTES
C3.0
STORM DRAINAGE UTILITY NOTES
1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION
MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY,
THE APPLICANT, AND THE APPLICANT' S CONTRACTOR.
2.THE 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) FOOTAND 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.
SANITARY SEWER UTILITY NOTES
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.
WATER UTILITY NOTES
1.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY
OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND
WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF
RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR
TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE
RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
2.ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS
OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1- 800-424- 5555 TO VERIFY UTILITY
LOCATIONS BEFORE BEGINNING EXCAVATION.
3.ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE
NEW AND UNDAMAGED, AND CATALOG CUTS FOR ALL MATERIALS SHALL BE APPROVED IN
WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON- SITE.
4.ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS
CLASS 52 PER AWWA C 151 AND C104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL
JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/ AWWA
C110/ A21. 10- 82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 -MIL
BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5.MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR
PIPE DIAMETER OF 10 -INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND
LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS
MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY
CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO
CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED
ONE- HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY
THE MODIFIED PROCTOR TEST METHOD ( MDD) IN ROADWAYS, ROADWAY SHOULDERS,
ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE
ZONE COMPACTION SHALL BE 95 MDD.
6.CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN
PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND
SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF
HYDRANTS. MEGA -LUGS ( OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL
JOINTS IN ADDITION TO CONCRETE BLOCKING.
7.ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH
THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND
PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A
CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE
PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING
FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE
NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW
PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND
PURITY TESTING.
8.NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE
OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR
120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD.
UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED,
FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC
WORKS INSPECTOR.
9.THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE
DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE
EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND
FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND
FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE,
REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED
FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM.
THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND
COMPLETE SURFACE RESTORATION.
STORM DRAINAGE UTILITY NOTES CONT'D
Docusign Envelope ID: 6DBBB0D8-C0DE-4028-82B1-69ACAB5FF0A4
LO
G
A
N
A
V
E
S
S 3RD ST
5
SD #1, CB TYPE 1
N: 178175.67
E: 1300013.99
RIM = 34.96
IE (W) = 32.40 (8" SD IN)
IE (SE) = 32.40 (8" SD IN)
IE (NE) = 32.40 (8" SD OUT)
22 LF
8
"
S
D
@
0
.
4
7
%
IE (E) = 31.80 (12" EX. RCP SD IN)
IE (SW) = 32.13 (8" SD IN)
IE (W) = 31.80 (12" EX. RCP SD OUT)
139 LF 6" SS @ 2.08%
82 L
F
6
"
S
S
@
2
.
0
7
%
31 LF 8" SD @ 6.7
0
%
3
0
L
F
8
"
S
D
@
1
.
9
8
%
37
L
F
8
"
S
D
@
2
.
7
2
%
53
L
F
6
"
C
O
L
L
E
C
T
O
R
@
1
.
8
8
%
1
6
L
F
6
"
S
S
@
3
.
0
3
%
28
L
F
6
"
S
S
@
2
.
0
7
%
SSMH #1, TYPE 1-48"
NORTHING: 178115.72
EASTING: 1299961.35
RIM = 35.21
IE (E) = 27.90 (6" SS IN)
IE (N) = 27.90 (6" SS IN)
IE (S) = 27.80 (8" SS OUT)
53 L
F
8
"
S
D
@
0
.
5
0
%
35
L
F
8
"
S
D
@
2
.
4
3
%
9
L
F
8
"
S
S
@
1
0
5
.
0
2
%
14 LF 8" SD @ 2.19%
13 LF 8" SD @ 7.25%
VERTICAL BEND
NORTHING: 178031.52
EASTING: 1299959.41
RIM = 26.43
IE (N) = 25.70 (8" SS IN)
IE (S) = 25.70 (8" SS OUT)
12
SD #2, CB TYPE 1
N: 178061.95
E: 1299980.59
RIM = 35.01
IE (W) = 32.00 (8" SD IN)
IE (S) = 32.00 (8" SD OUT)
SD #3, CB TYPE 1
N: 178077.55
E: 1300130.04
RIM = 36.14
IE (NW) = 33.53 (8" SD IN)
IE (NE) = 33.70 (6" SD IN)
IE (S) = 33.53 (8" SD OUT)
7
7
12" Ø AREA INLET
NORTHING: 178103.27
EASTING: 1300113.30
RIM = 37.49
IE (W) = 34.13 (8" SD IN)
IE (SE) = 34.13 (8" SD OUT)
36 L
F
4
"
T
D
@
0
.
5
0
%
74 L
F
4
"
T
D
@
0
.
5
0
%
11
1
77 L
F
6
"
C
O
L
L
E
C
T
O
R
@
1
.
0
0
%
HP
IE = 35.4222.5-DEG WYE
NORTHING: 178112.19
EASTING: 1300100.40
IE (SE) = 30.80 (6" SS IN)
IE (E) = 30.80 (6" SS IN)
IE (W) = 30.80 (SS OUT)
3
77 L
F
4
"
T
D
@
0
.
5
0
%
6
6
6
6
55
L
F
4
"
T
D
@
0
.
5
0
%
5
1
1
MP
IE = 35.11
HP
IE = 35.27
MP
IE = 34.82
MP
IE = 35.00
HP
IE = 35.27
HP
IE = 35.22
MP
IE = 34.79
HP
IE = 33.72
HP
IE = 33.94
HP
IE = 34.22
HP
IE = 34.22
HP
IE = 34.22
MP
IE = 33.76
MP
IE = 33.76
MP
IE = 33.49
6
HP
IE = 33.94
6
9
8
EX. SD #506884, CB TYPE 1
RIM = 34.51
IE (N) = 31.06 (8" SD IN)
IE (S) = 30.73 (12" EX. HDPE OUT)EX. SD #506878, CB TYPE 2-48"
RIM = 35.47
IE (S) = 32.72 (12" EX. HDPE IN)
IE (N) = 32.52 (8" SD IN)
IE (W) = 32.19 (12" EX. HDPE OUT)
IE (E) = 34.96 (8" SD OUT)
8" OUTLET PIPE CONNECTION
N: 178062.35
E: 1299966.88
6" STORM CLEANOUT
N: 178121.55
E: 1299968.70
RIM = 33.19
IE = 33.16 (6" SD OUT)
2
TOP OF GRATE = 35.13
START TRENCH DRAIN
N: 178117.40
E: 1299968.15
3
14 LF 6" SD @ 6.22%
14 LF 6" SD @ 13.03%
START TRENCH DRAIN
N: 178129.78
E: 1299973.03
TOP OF GRATE = 35.13
3
START TRENCH DRAIN
N: 178106.68
E: 1299998.99
TOP OF GRATE = 35.50
START TRENCH DRAIN
N: 178078.13
E: 1300062.13
3
TOP OF GRATE = 38.20
8" OUTLET PIPE CONNECTION
N: 178107.13
E: 1300082.61
IE (E) = 36.20 (8" SD OUT)
157.52-DEG BEND
N: 178097.17
E: 1300079.12
TOP OF GRATE = 38.20
45-DEG BEND
N: 178078.89
E: 1300175.37
IE (S) = 32.50 (8" SS IN)
IE (NW) = 32.50 (8" SS OUT)
10
10
108" OUTLET PIPE CONNECTION
N: 178155.57
E: 1300042.63
IE (NW) = 33.25 (8" SD OUT)
END TRENCH DRAIN
N: 178155.91
E: 1300042.94
TOP OF GRATE = 35.50
3
15
6" SEWER CLEANOUT
N: 178112.19
E: 1300102.40
RIM = 37.92
IE (W) = 30.84 (6" SS OUT)
13
13
RIM = 35.34
IE (S) = 28.47 (6" SS OUT)
6" SEWER CLEANOUT
N: 178143.31
E: 1299961.99
6" SEWER CLEANOUT
N: 178131.20
E: 1299951.48
13
RIM = 35.45
IE (SE) = 28.90 (6" SS OUT)
6" SEWER CLEANOUT
N: 178090.96
E: 1299950.57
RIM = 35.29
IE (SE) = 28.80 (6" SS OUT)
35
L
F
8
"
S
S
@
2
.
4
9
%
18
L
F
8
"
S
S
@
2
.
4
9
%
31
L
F
8
"
S
S
@
2
.
4
9
%
13
6" SEWER CLEANOUT
N: 178062.84
E: 1299960.13
RIM = 34.91
IE (S) = 26.48 (6" SS OUT)
13
IE (SE) = 32.50
STORM DRAIN CAP
N: 178183.56
E: 1299993.97
SERVICE LATERAL PLUG
N: 178143.58
E: 1299949.99
15
6" STORM CLEANOUT
N: 178126.46
E: 1300151.31
RIM = 36.87
IE (SW) = 34.70 (6" SD OUT)
2
SD #1, CB TYPE 1
N: 178175.67
E: 1300013.99
EX. CB# 1301, TYPE 1
RIM = 34.47
IE (E) = 31.80 (12" EX. RCP SD IN)
IE (SW) = 32.13 (8" SD IN)
IE (W) = 31.80 (12" EX. RCP SD OUT)
53 L
F
8
"
S
D
@
0
.
5
0
%
53 L
F
8
"
S
D
@
0
.
5
0
%
5
1
4
13
HOR: 1"=10'
APRIL 2025
CAG-25-044XX SURVEYOR XX
TS, EC
TS, EC, BD
JTJ
J.T. JOHNSON, G. ESTEP
CITY OF RENTON
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
1-800-424-5555 or 811
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
NO.BY DATEREVISION COMMENTS APPR
100% DESIGN
25
World Cup Legacy Square - Phase 1
Community & Economic Development,
Public Works, Parks & Recreation
100% REVIEW
SUBMITTAL
N
UTILITY PLAN
C3.1
MAT
C
H
L
I
N
E
A
STOR
M
D
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UTILITY LEGEND
SEE NOTES ON SHEET C3.0 FOR GENERAL NOTES FOR EACH UTILITY.
APPROX LIMITS OF WORK
EXISTING TYPE 1 CATCH BASIN
EXISTING TYPE 2 CATCH BASIN
TYPE 1 CATCH BASIN
SANITARY SEWER MANHOLE
PIPE FITTING
UTILITY CLEANOUT
STORM DRAINAGE KEY NOTES
INSTALL CATCH BASIN TYPE 1 PER COR STD PLAN 200.00.
INSTALL RECTANGULAR SOLID METAL COVER PER COR STD
PLAN 204.10.
INSTALL STORM CLEANOUT PER COR STD PLAN 226.00.
INSTALL TRENCH DRAIN PER DETAILS XX ON SHEET C3.2
ADJUST EXISTING STORM DRAINAGE STRUCTURE TO
FINISHED GRADE
CONNECT NEW STORM DRAINAGE PIPE TO EXISTING STORM
DRAINAGE STRUCTURE.
INSTALL 4" UNDER DRAIN CONNECTION TO 6" COLLECTOR
PIPE PER DETAIL XX ON SHEET C3.2.
INSTALL 4" UNDER DRAIN CONNECTION TO 6" COLLECTOR
PIPE PER DETAIL XX ON SHEET C3.2.
INSTALL 12" AREA DRAIN PER DETAIL XX ON SHEET C3.2
INSTALL 6x8 TEE FITTING
INSTALL OUTLET CONNECTION FROM 4" TRENCH DRAIN TO
8" OUTLET PIPE PER DETAIL XX ON SHEET C3.2.
1
2
3
4
5
6
7
8
9
10
UTILITY NOTES:
1.ALL STORM PIPE BEDDING AND TRENCH LIMITS SHALL BE
INSTALLED PER COR STD PLAN 220.00.
2.ALL SANITARY SEWER PIPE BEDDING PER COR STD PLAN
405.00.
3.ALL STORM DRAINAGE PIPING SHALL BE C900 PVC STORM
PIPE, SIZE AS SHOWN ON PLAN.
4.ALL SANITARY SEWER PIPING SHALL BE SDR 35 PVC SEWER
PIPE, SIZE AS SHOWN ON PLAN.
5.ALL UNDER DRAIN COLLECTOR PIPES SHALL BE SOLID ADS
PIPE, SIZE AS SHOWN ON PLAN.
6.ALL UNDER DRAIN PIPING SHALL BE PERFORATED ADS PIPE,
SIZE SHOWN ON PLANS. ALL UNDER DRAIN PIPES SHALL BE
INSTALLED WITH A MINIMUM 1.0% SLOPE FROM HIGH
POINT.
7.ALL TRENCH DRAINS TO BE DURA TRENCH DTPF4 TRENCH
DRAIN OR APPROVED EQUAL. TRENCH DRAIN SHALL BE
INSTALLED TO ENSURE 6" MIN DEPTH AND 0.5% MIN SLOPE.
AREA INLET
FLOW DIRECTION ARROW
SANITARY SEWER PIPE
STORM DRAIN PIPE
TRENCH DRAIN
UNDER DRAIN, COLLECTOR PIPE
WATER SERVICE LATERAL
SANITARY SEWER KEY NOTES
INSTALL SANITARY SEWER MANHOLE PER COR STD PLAN
400.10. INSTALL MANHOLE FRAME AND COVER PER COR
STD PLAN 401.20.
INSTALL 8" SEWER LATERAL PER DETAIL XX ON SHEET C3.2
INSTALL SEWER CLEANOUT PER COR STD PLAN 403.10.
INSTALL 6" SEWER STUB WITH END CAP FOR FUTURE
CONNECTION
11
12
13
14
WATER SERVICE KEY NOTES
INSTALL 1" METER IN EXISTING METER BOX AND STUB OUT
A 1" SERVICE LATERAL WITH PLUG FOR FUTURE
CONNECTION PER COR STD PLAN 320.10.
15
Docusign Envelope ID: 6DBBB0D8-C0DE-4028-82B1-69ACAB5FF0A4
LO
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S 3RD ST
2" WHITE PAINT
STRIPES, TYP.
FUTSAL COURT
CONC SEAT WALL
SINGLE SIDED
CONC BENCH
4 FT FENCE AT TOP
OF CONC WALL
VIEWING AREA
CONC WALL
PLANTER CONC
SEAT WALL
CONC STAIRS
COURT SURFACING
(COLOR=BLUE, TYP.)
CONC SIDEWALK
4'x8' PLANTER AREA
REUSE EX. GRATE, TYP.
COURT SURFACING
(COLOR=GREEN, TYP.)
39.0
0
'
6.00
'
2.00'
44
.
0
0
'
6.00
'
4.
0
0
'
3
6
.
0
0
'
4.
0
0
'
12.0
0
'
R12.00'
R6.00'
12
.
0
0
'
COURT SURFACING
(COLOR AS NOTED)
6.75' Ø PLANTER
AREA, TYP.
COURT CENTERLINE
AND CENTER COURT
DRAIN AT LOW
POINT, SEE CIVIL.
PLAY AREA SAFETY
SURFACING &
EQUIPMENT TO BE
PART OF PHASE 2.
POB FOR 2'x2' SCORING GRID.
2
POB FOR PARQUET
SCORING PATTERN
7
3
8
CHAIN LINK FENCE ALONG
TOP OF CONC WALL9
CONC WALL1
CONC STAIRS2
CONC STAIRS2
4 PLANTER CONC
SEAT WALL4
PLANTER CONC
SEAT WALL4
5
PLAY AREA
CONC WALL 6
14
EQ. SPACING ON
SCORING BETWEEN
JOINTS ON RADIUS, TYP.
CONC STAIRS 2
POB FOR PARQUET
SCORING PATTERN
POB FOR 2'x2'
SCORING GRID FOR
NORTH WALKWAY
CONC SIDEWALK
CONC WALKWAY
MATCH EX ASPHALT
PAVING, TYP.
CHAIN LINK FENCE ALONG
TOP OF CONC WALL 9
CONC WALL 1
CONC STAIRS 2
DRIVEWAY
ENTRANCE10
DRIVEWAY
ENTRANCE 10
REMOVABLE
BOLLARD &
ADDITIONAL
ATTACHMENT
PLATE, TYP.
13
REMOVABLE
BOLLARD, TYP.13
REMOVABLE
BOLLARD, TYP.13
VIEWING AREA
CONC WALL7
15
CONTINUE EX CONC 2'x2'
GRID SCORING PATTERN
FROM LOGAN AVE S
CONTINUE EX CONC 2'x2'
SCORING GRID PATTERN
FROM LOGAN AVE S
EXPANSION
JOINT TYP.12
SCORE
JOINT, TYP.11
LANDSCAPE
BOULDER 164 FT FENCE AT TOP
OF CONC WALL 8
FUTSAL COURT
CONC SEAT WALL3
2.00'
2.00'
0.67'
1.50'
1.20'
2.00'
39.0
0
'
R
1
0
.
0
0
'
SINGLE SIDED
CONC BENCH5
SINGLE SIDED
CONC BENCH5
SINGLE SIDED
CONC BENCH5
VERTICAL
CONC CURB17
CONTINUE EX CONC 2'x2'
GRID SCORING PATTERN
FROM LOGAN AVE S
REMOVABLE BOLLARD
ATTACHMENT PLATE, TYP.13
REMOVABLE BOLLARD
ATTACHMENT PLATE, TYP.13
REMOVABLE BOLLARD &
ADDITIONAL ATTACHMENT
PLATE, TYP.
13
REMOVABLE
BOLLARD &
ADDITIONAL
ATTACHMENT
PLATE, TYP.
13
REMOVABLE BOLLARD & ADDITIONAL
ATTACHMENT PLATE, TYP.13
LANDSCAPE
BOULDER16
2.00'
16
HOR: 1"=10'
APRIL 2025
CAG-25-044XX SURVEYOR XX
TS, EC
TS, EC, BD
JTJ
J.T. JOHNSON, G. ESTEP
CITY OF RENTON
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
1-800-424-5555 or 811
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
NO.BY DATEREVISION COMMENTS APPR
100% DESIGN
25
World Cup Legacy Square - Phase 1
Community & Economic Development,
Public Works, Parks & Recreation
100% REVIEW
SUBMITTAL URBAN DESIGN PLAN
L1.0
MATCH LINE B
SANITARY SEWER CONNECTION
MAT
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NOTES
1.SEE SHEET C3.2 AND C3.3 FOR UTILITY DETAILS.
2.SEE SHEET L2.1 PLANTING AND LANDSCAPING DETAILS
URBAN DESIGN KEY NOTES
FUTSAL COURT CONC WALL, SEE DETAIL 6 ON SHEET L1.1
CONC STAIRS, SEE DETAIL 4 ON SHEET L1.2
FUTSAL COURT CONC SEAT WALL, SEE DETAIL 1 SHEET L1.1
PLANTER CONC SEAT WALL AND CONC BENCH, SEE DETAIL 4
SHEET L1.1
SINGLE SIDE SEATING CONC BENCH, SEE DETAIL 5 SHEET L1.1
PLAY AREA CONC WALL, SEE DETAIL 7 ON SHEET L1.1
VIEWING AREA CONC WALL, SEE DETAIL 8 ON SHEET L1.1
4 FT TALL CHAIN LINK FENCE, SEE DETAIL XX SHEET L1.1
6 FT TALL CHAIN LINK FENCE & NETTING, SEE DETAIL XX SHEET
L1.1
CONC DRIVEWAY ENTRANCE, SEE DETAIL SHT L1.1
CONC CONTROL JOINT, SEE DETAIL 7 AND 8 ON SHEET L1.2
CONC EXPANSION JOINT, SEE DETAIL 7 AND 8 ON SHEET L1.2
REMOVABLE BOLLARD AND ADDIITONAL ATTACHMENTS, SEE
DETAIL XX SHEET L1.1
COURT SURFACING, COLOR AS NOTED, SEE DETAIL XX ON
SHEET L1.1
2" WHITE COURT STRIPING, SEE DETAIL XX, SHEET L1.1. COURT
STRIPING SHALL BE MIRRORED ABOUT COURT CENTERLINE
RELOCATED LANDSCAPE BOULDER. SEAT BOULDER PER DETAIL
XX ON SHEET L1.2
CONC VERTICAL CURB, SEE DETAIL XX ON SHEET L1.2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
N
MAT
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MATCH LINE B
SANITARY SEWER CONNECTION LEGEND
SEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW.
PROPERTY LINE
APPROX LIMITS OF WORK
6' HIGH TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE
6' HIGH TREE PROTECTION FENCE WITH CONCRETE SHOES
CONC SCORING, SEE DETAIL 7 ON SHEET L1.2
CONC EXPANSION JOINT, SEE DETAIL 8 ON SHEET L1.2
Docusign Envelope ID: 6DBBB0D8-C0DE-4028-82B1-69ACAB5FF0A4
LO
G
A
N
A
V
E
S
S 3RD ST
3
3
3
3
3
TRENCH DRAIN, SEE
UTILITY PLAN
TRENCH DRAIN,
SEE UTILITY PLAN
SSMH, SEE
UTILITY PLAN
LUMINAIRE AND J-BOX,
SEE LIGHTING AND
ELECTRICAL PLAN
LUMINAIRE AND J-BOX,
SEE LIGHTING AND
ELECTRICAL PLAN
RELOCATED
EX BOULDER
RELOCATED
EX BOULDER
LUMINAIRE AND J-BOX, SEE
LIGHTING AND ELECTRICAL PLAN
LUMINAIRE AND J-BOX,
SEE LIGHTING AND
ELECTRICAL PLAN
LUMINAIRE AND J-BOX,
SEE LIGHTING AND
ELECTRICAL PLAN
J-BOX, SEE
LIGHTING AND
ELECTRICAL PLAN
J-BOX, SEE LIGHTING
AND ELECTRICAL PLAN
LUMINAIRE AND J-BOX,
SEE LIGHTING AND
ELECTRICAL PLAN
RELOCATED EX
ELECTRICAL CABINET ,
SEE LIGHTING AND
ELECTRICAL PLAN
YARD DRAIN, SEE
UTILITY PLAN
CATCH BASIN,
SEE UTILITY PLAN
CATCH BASIN,
SEE UTILITY PLAN
J-BOX, SEE LIGHTING
AND ELECTRICAL PLAN
RELOCATED
EX BOULDER
LUMINAIRE AND J-BOX, SEE
LIGHTING AND ELECTRICAL PLAN
LUMINAIRE AND J-BOX,
SEE LIGHTING AND
ELECTRICAL PLAN
RELOCATED
EX BOULDER
2
SDCB, SEE
UTILITY PLAN
1
1
1
RELOCATED
EX BOULDER
TRENCH DRAIN,
SEE UTILITY PLAN
20
HOR: 1"=10'
APRIL 2025
CAG-25-044XX SURVEYOR XX
TS, EC
TS, EC, BD
JTJ
J.T. JOHNSON, G. ESTEP
CITY OF RENTON
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
1-800-424-5555 or 811
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
NO.BY DATEREVISION COMMENTS APPR
100% DESIGN
25
World Cup Legacy Square - Phase 1
Community & Economic Development,
Public Works, Parks & Recreation
100% REVIEW
SUBMITTAL
N
LANDSCAPING PLAN
L2.0
LANDSCAPING LEGEND
APPROX LIMITS OF WORK
SEEDED LAWN INSTALLATION
ARBORIST WOODCHIP MULCH ,
2 IN. DEPTH
FLEXIBLE POROUS SURFACE
TREATMENT
STREET TREE GRATE
PROPOSED TREE
EXISTING TREE TO REMAIN
LANDSCAPING KEY NOTES
EXISTING TREE TO BE PROTECTED IN PLACE. CONTRACTOR
TO COORDINATE WITH CITY ARBORIST TO ENSURE
ADJACENT LANDSCAPING IS INSTALLED WITH MINIMAL
IMPACTS TO EXISTING TREES AND ROOT ZONES.
INSTALL STREET TREE IN SIDEWALK ENSURING A MINIMUM
25-FOOT CLEARANCE RADIUS BETWEEN EACH TREE.
RELOCATE EXISTING BOULDER AT APPROXIMATE LOCATION
WITHIN LANDSCAPING AREAS PER DETAIL XX ON SHEET L2.1.
CONTRACTOR TO ENSURE BOULDER LOCATION DOES NOT
CONFLICT WITH IRRIGATION IMROVEMENTS AND ALL TREE
PLACEMENTS
1
2
3
1
L2.1
LANDSCAPING NOTES:
1.ALL NEW PLANTING AREAS SHALL HAVE AN AUTOMATIC
IRRIGATION SYSTEM WITH FULL COVERAGE FOR PLANT
ESTABLISHMENT.
2.ALL PLANT MATERIALS SHALL BE ADAPTABLE TO THE SITE
CONDITIONS AND SHALL MEET THE MOST RECENT AMERICAN
STANDARDS FOR NURSERY STOCK (ANSI Z60.1). TREES ARE
LISTED ON THE CITY OF RENTON "APPROVED TREE LIST".
3.MINIMUM TREE REQUIREMENTS:
3.1.ALL TREES SHALL BE LISTED ON THE CITY OF RENTON
"APPROVED TREE LIST".
3.2.INTERIOR PEDESTRIAN ACCESS AREAS AND STREET
TREES: 2 IN. DIA. MIN.
3.3.STREET TREE SPACING: 25 FT O.C.
4.A TOTAL OF 8 IN. DEPTH OF TOP SOIL RICH IN ORGANIC
MATERIAL SHALL BE INSTALLED IN ALL NEW LANDSCAPE
AREAS.
5.SLOPES SHALL NOT EXCEED 3:1 FOR LAWN AREAS AND 2:1
FOR OTHER PLANTED AREAS.
6.ALL EXISTING LANDSCAPING AREAS AND TREES OUTSIDE OF
THE PROJECT LIMITS TO BE MAINTAINED AND PROTECTED IN
PLACE THROUGHOUT CONSTRUCTION.
4
L2.1
TREE PLANTING
WITH SURFACING
TREATMENT , TYP
2
L2.1
TREE PLANTING
WITHIN PLANTER
AREA , TYP
X
X.XX
TREE PLANTING
IN LANDSCAPING
AREA , TYP
X
X.XX
Docusign Envelope ID: 6DBBB0D8-C0DE-4028-82B1-69ACAB5FF0A4
LO
G
A
N
A
V
E
S
S 3RD ST
TRENCH DRAIN, SEE
UTILITY PLAN
TRENCH DRAIN,
SEE UTILITY PLAN
SSMH, SEE
UTILITY PLAN
LUMINAIRE AND J-BOX,
SEE LIGHTING AND
ELECTRICAL PLAN
LUMINAIRE AND J-BOX,
SEE LIGHTING AND
ELECTRICAL PLAN
LUMINAIRE AND J-BOX, SEE
LIGHTING AND ELECTRICAL PLAN
LUMINAIRE AND J-BOX,
SEE LIGHTING AND
ELECTRICAL PLAN
LUMINAIRE AND J-BOX,
SEE LIGHTING AND
ELECTRICAL PLAN
J-BOX, SEE
LIGHTING AND
ELECTRICAL PLAN
LUMINAIRE AND J-BOX,
SEE LIGHTING AND
ELECTRICAL PLAN
RELOCATED EX
ELECTRICAL CABINET ,
SEE LIGHTING AND
ELECTRICAL PLAN
YARD DRAIN, SEE
UTILITY PLAN
CATCH BASIN,
SEE UTILITY PLAN
CATCH BASIN,
SEE UTILITY PLAN
J-BOX, SEE
LIGHTING AND
ELECTRICAL PLAN
LUMINAIRE AND J-BOX,
SEE LIGHTING AND
ELECTRICAL PLAN
LUMINAIRE AND J-BOX,
SEE LIGHTING AND
ELECTRICAL PLAN
SDCB, SEE
UTILITY PLAN
TRENCH DRAIN,
SEE UTILITY PLAN
J-BOX, SEE
LIGHTING AND
ELECTRICAL PLAN
RELOCATED EX
BOULDER, SEE
LANDSCAPING PLAN
RELOCATED EX
BOULDER, SEE
LANDSCAPING PLAN
RELOCATED EX
BOULDER, SEE
LANDSCAPING PLAN
RELOCATED EX
BOULDER, SEE
LANDSCAPING PLAN
TREE PLANTING, SEE
LANDSCAPING PLAN
TREE PLANTING, SEE
LANDSCAPING PLAN
2
3
1
4
5
5
6
TREE PLANTING, SEE
LANDSCAPING PLAN
6
6
LUMINAIRE AND J-BOX,
SEE LIGHTING AND
ELECTRICAL PLAN
22
HOR: 1"=10'
APRIL 2025
CAG-25-044XX SURVEYOR XX
TS, EC
TS, EC, BD
JTJ
J.T. JOHNSON, G. ESTEP
CITY OF RENTON
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
1-800-424-5555 or 811
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
NO.BY DATEREVISION COMMENTS APPR
100% DESIGN
25
World Cup Legacy Square - Phase 1
Community & Economic Development,
Public Works, Parks & Recreation
100% REVIEW
SUBMITTAL
N
IRRIGATION PLAN
L3.0
APPROX LIMITS OF WORK
TREE PROTECTION FENCE, SEE SHEET
D1.0.
APPROXIMATE LOCATION OF EX 2"
MAIN LINE
2" MAIN LINE (SCH 40 PVC)
PIPE SLEEVE (SCH 40 PVC)
QUICK COUPLING VALVES: RAINBIRD
44LRC WITH 44K COUPLER KEY SH-1
HPSE SWIVEL & 2049 LID KEY OR
APPROVED EQUAL
RAINBIRD RWS-MINI ROOT WATERING
SYSTEM #RWS-M-B-1401 (0.25 GPM
BUBBLER) OR APPROVED EQUAL;
SYMBOL INDICATES 4 TOTAL PER TREE
AUTOMATIC CONTROL VALVE WITH
BALL VALVE - RAINBIRD PEB SERIES
WITH RS-DIAL PRESSURE REGULATOR
MODULES OR APPROVED EQUAL
IRRIGATION NOTES:
1.EX IRRIGATION IN GATEWAY PARK TO BE PARTIALLY
DEMOLISHED, SEE SHEET D1.0 FOR THE DEMO EXTENTS.
REMAINING PORTION OF THE EX IRRIGATION SYSTEM TO BE
OFFLINE DURING THE DURATION OF CONSTRUCTION.
CONTRACTOR WILL BE REQUIRED TO MANUALLY WATER THE
REMAINING LANDSCAPING AREAS DURING THE DRY SEASON.
SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
2.ACTIVATE AND INVENTORY THE WORKING ORDER OF THE EX
IRRIGATION SYSTEM WITH THE OWNER'S REP PRIOR TO
BEGINNING CONSTRUCTION. THE CONTRACTOR IS
RESPONSIBLE FOR RESTORING THE EX IRRIGATION SYSTEM TO
REMAIN THAT IS DAMAGED BY CONSTRUCTION ACTIVITIES TO
ITS PRECONSTRUCTION CONDITIONS. SEE SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS
3.ADJUST ALL IRRIGATION HEADS TO PROVIDE THE SPECIFIED
COVERAGE. SET ALL HEADS BACK FROM CURBS, PAVING, AND
WALLS.
4.LOCATION OF IRRIGATION MAINLINE LATERALS ARE
SCHEMATIC ONLY, AND SHALL OCCUR IN PLANTING AREAS
UNLESS SLEEVING IS SHOWN. IF SLEEVES ARE SHOWN THEY
ARE TO BE STRAIGHT RUNS TYP. CONTRACTOR TO MAKE
MINOR CHANGES AND COORDINATE WITH OWNER'S REP
WITH ACTUAL AS-BUILT DIMENSIONS AND CONDITIONS.
5.VALVE BOXES SHALL BE LOCATED IN SHRUB PLANTING AREAS
ONLY. LOCATE IN APPROXIMATE LOCATIONS SHOWN ON
PLAN.
6.ANTICIPATED AVAILABLE STATIC WATER PRESSURE IS 71 PSI,
AS PROVIDED BY CITY OF RENTON. CONTRACTOR TO VERIFY
EXACT PRESSURE AT POINT OF CONNECTION PRIOR TO START
OF WORK.
7.WHERE IRRIGATION PIPES IS SHOWN ADJACENT OR UNDER
EXISTING TREES, MAKE MINOR ROUTE ADJUSTMENTS TO
AVOID TRENCHING THROUGH LARGE TREES ROOTS. CITY
ARBORIST MUST BE PRESENT FOR ANY TRENCHING THAT
OCCURS WITHIN THE TREE PROTECTION AREA.
8.CONNECT ALL NEW CONTROL VALVES USING 2-WIRE
CONNECTION AND TORO SB-DAC DECODERS. LABEL ALL
VALVES WITH CHRISTY'S ID.STD.Y2 YELLOW TAGS OR
APPROVED EQUAL.
9.REFER TO IRRIGATION SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.
IRRIGATION LEGEND
IRRIGATION KEY NOTES
EX 2" IRRIGATION MAIN LINE AND VALVE SYSTEM TO
REMAIN. CONTRACTOR TO VERIFY LOCATION OF EX 2"
IRRIGATION MAIN PRIOR TO CONSTRUCTING ANY LATERAL
CONNECTIONS.
CONNECT 2" IRRIGATION LATERAL TO EX 2" MAIN LINE.
CONNECT 1-1/2" IRRIGATION LATERAL TO EX 2" MAIN LINE.
4" SLEEVE, 2" IRRIGATION LATERAL
4" SLEEVE, 1-1/2" IRRIGATION LATERAL
2" SLEEVE, 1" IRRIGATION LATERAL
1
2
3
4
5
6
PIPE SIZE LEGEND
SYMBOL DESCRIPTION RADIUS PRESSURE GPM + 10%
RAINBIRD 3504-PC-SAM OR APPROVED EQUAL 22'-0"35 1.01
RAINBIRD 3504-PC-SAM OR APPROVED EQUAL 30'-0"35 2.86
RAINBIRD 3504-PC-SAM OR APPROVED EQUAL 30'-0"35 2.86
1" IRRIGATION LATERAL
1-1/2" IRRIGATION LATERAL
2" IRRIGATION LATERAL
GPM
2"
#
X
X.XX
X
X.XX
X
X.XX
CIRCUIT #
VALVE SIZE
XX.XX
2"
1
XX.XX
2"
2
XX.XX
1"
3
XX.XX
1-1/2"
4
XX.XX
2"
5
XX.XX
1"
6
IRRIGATION SCHEDULE
Docusign Envelope ID: 6DBBB0D8-C0DE-4028-82B1-69ACAB5FF0A4
LO
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A
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A
V
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S
S 3RD ST
TRENCH DRAIN, SEE
UTILITY PLAN
TRENCH DRAIN,
SEE UTILITY PLAN
SSMH, SEE
UTILITY PLAN
YARD DRAIN, SEE
UTILITY PLAN
8
(2) 2" CONDUIT
SDCB, SEE
UTILITY PLAN
9
2
RECESSED TREE
LIGHTING, TYP 12
LANDSCAPING
SPOTLIGHT, TYP 11
1" LIGHTING
CONDUIT, TYP 3
1" LIGHTING
CONDUIT, TYP 3
(4) 2" CONDUIT 2
(4) 2" CONDUIT 2
(4) 2" CONDUIT2
9
8
9
8
(4) 2" CONDUIT 2
(4) 2" CONDUITXX
6
9
(4) 2" CONDUIT2
9
6
(4) 2" CONDUIT2
6
(4) 2" CONDUIT 2
6
9
REROUTE CONDUIT
TO EX J-BOX13 RELOCATED PSE CABINET
AND CONC PAD1
(4) 2" CONDUIT 2
1" LIGHTING
CONDUIT, TYP48
9
6
9
(4) 2" CONDUIT 2
(4) 2" CONDUIT 2
9 9
(1) 2" CONDUIT 2
10
10
10
(4) 2" CONDUIT 2
(3) 1" CONDUIT 3
TRENCH DRAIN, SEE
UTILITY PLAN
6
4
9
SEE NOTE 11
9
SDCB, SEE
UTILITY PLAN
7
9SDCB, SEE
UTILITY PLAN
24
HOR: 1"=10'
APRIL 2025
CAG-25-044XX SURVEYOR XX
TS, EC
TS, EC, BD
JTJ
J.T. JOHNSON, G. ESTEP
CITY OF RENTON
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
1-800-424-5555 or 811
UNDERGROUND SERVICE
Call 48 Hours
Before You Dig
NO.BY DATEREVISION COMMENTS APPR
100% DESIGN
25
World Cup Legacy Square - Phase 1
Community & Economic Development,
Public Works, Parks & Recreation
100% REVIEW
SUBMITTAL
N
LIGHTING AND ELECTRICAL PLAN
E1.0
ELECTRICAL LEGEND
APPROX LIMITS OF WORK
2-INCH CONDUIT
1-INCH CONDUIT
RECESSED STRIP LIGHTING
RECONNECTED POWER CONDUIT
FUTSAL COURT LUMINAIRE
PEDESTRIAN LUMINAIRE
J-BOX TYPE 2
BOLLARD RECEPTACLE
RECESSED TREE LIGHTING FIXTURE
LANDSCAPING SPOTLIGHT FIXTURE
ELECTRICAL CONC PAD
ELECTRICAL NOTES:
1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH CODES AS
ADOPTED BY THE CITY OF RENTON, KING COUNTY, AND THE
STATE OF WASHINGTON.
2.REFER TO TESC AND DEMOLITION PLAN FOR DEMOLITION,
SALVAGE, AND STOCKPILE COORDINATION OF EXISTING
LUMINAIRES AND J-BOXES.
3.REFER TO CIVIL SHEETS FOR FINISHED GRADES.
4.J-BOX LOCATIONS AND CONDUIT ROUTING ARE SCHEMATIC,
ALIGN ALL JUNCTION BOXES WITH PAVEMENT JOINTS IF
FEASIBLE. CONDUIT ROUTING SHALL AVOID CRITICAL ROOT
ZONE. IF CONDUIT MUST BE ROUTED WITHIN THE CITICAL
ROOT ZONE, CITY ARBORIST TO BE PRESENT DURING
INSTALLATION. CONTRACTOR TO SUBMIT CONDUIT AND
J-BOX LAYOUT PLAN TO OWNER'S REP PRIOR TO
INSTALLATION.
5.MAINTAIN AND PROTECT ALL EX UNDERGROUND UTILITIES.
CONTRACTOR TO LOCATE ALL EX UTILITIES PRIOR TO ANY
EXCAVATION. PRIOR TO STARTING CONSTRUCTION,
CONTRACTOR SHALL CALL 811 LOCATES FOR UTILITY
LOCATIONS.
6.ALL SPARE/EMPTY CONDUIT TO BE PROVIDED WITH NYLON
PULL STRINGS.
7.ALL J-BOXES AND CONDUITS ARE SHOWN IN APPROXIMATE
LOCATIONS. VERIFY LOCATION OF PROPERTY LINE,
EASEMENTS, AND UTILITIES PRIOR TO PLACEMENT.
8.CAP ALL UNUSED CONDUITS. WHERE CONDUITS ARE CAPPED
MARK LOCATION WITH AN ELECTRICAL MARKER.
9.FIELD BENDING OF STRAIGHT CONDUIT SECTIONS INTO LONG
RADIUS SWEEPS IS PREFERRED.
10.GROUND ALL IN-GROUND J-BOXES, HAND HOLES, AND PULL
BOXES PER MOST CURRENT VERSION OF THE NEC.
11.ELECTRICAL DESIGN AND ROUTING WITHIN STAGE AREA TO
BE COMPLETED DURING PHASE 2 AND IS NOT INCLUDED AS
PART OF THIS CONTRACT.
ELECTRICAL KEY NOTES
EXISTING SERVICE CABINET TO BE RELOCATED BY OTHERS.
SERVICE CABINET TO BE INSTALLED PER COR STD PLAN
122.1. CABINET CONC FOUNDATION TO BE INSTALLED PER
COR STD PLAN 126.10 AND 126.20
INSTALL 2" PVC SCHED 80 CONDUIT
INSTALL 1" PVC SCHED 80 CONDUIT
INSTALL 1" PVC CONDUIT STUB FOR LANDSCAPING
SPOTLIGHTS AND RECESSED STRIP LIGHTING FOR FUTURE
CONNECTION
INSTALL LUMINAIRE AND J-BOX CONC PAD PER COR STD
PLAN 120.00
LUMINAIRE POLE TO BE REPURPOSED AND RELOCATED
FROM GATEWAY PARK AND PAVILION PARK. CONTRACTOR
SHALL PROVIDE SHOP DRAWINGS OF EACH EXISTING
LUMINAIRE BOLT PLATE LAYOUT TO WONER'S REP PRIOR TO
INSTALLING LUMINAIRE TO FOUNDATION. LUMINAIRE TO BE
INSTALLED PER COR STD PLAN XXX.XX. LUMINAIRE
ELECTRICAL WIRING SYSTEM TO BE INSTALL PER COR STD
PLAN 119.00.
INSTALL (2) 2" CONDUIT STUBS FROM RELOCATED SERVICE
CABINET FOR FUTURE CONNECTION
INSTALL 30' STEEL FUTSAL LUMINAIRE POLE AND ARM
MOUNT PER MANUFACTURER'S RECOMMENDATIONS, SEE
SPECIFICATIONS. LUMINAIRE POLE FOUNDATION TO BE
CONSTRUCTED PER COR STD PLAN 117.1A.
INSTALL J-BOX, WSDOT TYPE II WITH NON-SKID COVER PER
WSDOT STD PLAN J-40.10 AND COR STD PLAN 120.00.
LUMINAIRE CONDUITS TO BE INSTALLED PER COR STD PLAN
119.00
INSTALL RECEPTACLE BOLLARD PER DETAIL XX ON SHEET XX.
INSTALL LANDSCAPING SPOTLIGHT FIXTURE PER DETAIL XX
ON SHEET XX.
INSTALL RECCESED TREE LIGHTING FIXTURE PER DETAIL XX
ON SHEET XX.
RECONNECT CONDUIT FROM RELOCATED PSE CABINET TO
EXISTING J-BOX
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Docusign Envelope ID: 6DBBB0D8-C0DE-4028-82B1-69ACAB5FF0A4